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HomeMy WebLinkAboutBATCH - Supplemental - 0570 Shelburne RoadLEGEND EXISTING CONTOUR 336 PROPOSED CONTOUR - - APPROXIMATE PROPERTY UNE — — APPROXIMATE SETBACK LINE PROJECT BENCHMARK + 213.3 SPOT GRADE - - —SS GRAVITY SEWER LINE — —FM FORCE MAIN — — yf WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC - - T TELEPHONE LINE — — G GAS LINE — —ST STORM DRAINAGE LINE SEWER MANHOLE �D STORM MANHOLE HYDRANT ® SHUT-OFF n, POWER POLE CATCH BASIN o-o LIGHT POLE = SIGN GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (858-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as —built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 6. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 7. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 8. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 9. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 10. The Contractor shall install the electrical, cable and telephone services in accordance with the utlllty companies requirements. 11. Existing pavement and tree stumps to be removed shall be disposed of at an approved off —site location. All pavement cuts shall be made with a pavement saw. 12. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 13. All site Information is based on a plan entitled "The Gateway", prepared by O'Leary —Burke, dated 10/21/99,lost revised 6/10/03. No field work was performed in conjunction with the production of this site plan. 14. The purpose of this plan is to depict the overall existing site plan. This plan is not a boundary survey and is not intended to be used as one. /l/ I II I I I II iI I SHAW'S SUPERMARKET } 73,184 SF I e rV �L i 1 Location of 12 code compliant (Inverted U) bike spaces, per requirement. C J miniFE-M SHELLBURNE STREET (U.S. ROUTE � J Ln as LL Ln 00 LL Ln N DOLLAR TREE P P Y � � w � � z 9.613 SF J J Q a Ca U J Q 2 to Z --CL--a-__ZL_-II- 0 GRAPHIC SCALE ( IN FEET ) I inch = 40 fL MSnow Storage Area SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFIELO VIEW LANE, SOUTH BURUNGTON, VT 05403 B -O0 ED23 FAx 80241R 2271 web: www.cee-0 CGPTRIGei ® EOIE -ILL RIGHT9 R868RVLp DRAWN JSO CHELRBD JLM APPROVED JSO OWNER ORANGE THEORY FITNESS 580 SHELBURNE RD. SOUTH BURLINGTON VERMONT 05403 allaptill1iiIIIII _— PROPOSED .a p WASTEWATER ' l III IMPROVEMENTS I LL in in N ul LL LL n Ln Ln j in HN") 00, C3 o coC, o N U t H Q J mU U ~O 0 U, a > _ L.L U I II � �— Location of 12 code compliant I (Inverted UI bike spaces, per requirement. I I I I I I I I , I I L--------------------- -- I I I >rangetheory` IF 1 T N E S S I 1 I I I I SEE SHEET CIA FOR THE DETAILED PROPOSED SITE PLAN. I II II I I I I I I I I _J aG 580 SHELBURNE RD_ SOUTH BURLINGTON VERMONT 05403 J as4 , Si —sr. 0 So. BURLINGTON LOCATION MAP 1- 2000 I DATE I CHECKED I REVISION I OVERALL EXISTING CONDITIONS SITE PLAN DATE DRAIIISG 11d88R MAR. 11, 2012 1.1 40' C1.0 "= PAOl, N0, 12144 CAD R E A L T Y T R U S T Danny Annibale Acadia Realty Trust (914) 288 8173 Dannibale@AcadiaRealty.com 411 Theodore Fremd Avenue, Suite 300 Rye, NY 10580 August 25, 2017 Ray Belair Adminsitrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 Dear Ray, Attached is a revised Site Plan which shows the proposed location of the Orangetheory Fitness as well as two locations where Acadia plans to install code -compliant bicycle racks. Each location will have 12 bike stalls. Please feel free to reach out to me directly with any questions or comments. Thank you, Danny Annibale Leasing Representative Acadia Realty Trust 411 THEODORE FREMD AVENUE • SUITE 300 • RYE, NY 10580 • 914.288.8100 LEGEND EXISTING CONTOUR 336 PROPOSED CONTOUR — — — — APPROXIMATE PROPERTY LINE — — — — APPROXIMATE SETBACK LINE PROJECT BENCHMARK + 213.3 SPOT GRADE SS GRAVITY SEWER UNE — —FM FORCE MAIN — — W WATER LINE — —OE OVERHEAD ELECTRIC — —UE UNDERGROUND ELECTRIC — — T TELEPHONE LINE — — G GAS LINE ST STORM DRAINAGE UNE GS SEWER MANHOLE Q STORM MANHOLE HYDRANT ® SHUT-OFF tea, POWER POLE ® CATCH BASIN OO UGHT POLE s SIGN GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as —built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 5. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any item until shop drawing approval is granted. 7. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. B. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 9. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractor's responsibility. 10. The Contractor shall Install the electrical, cable and telephone services In accordance with the utility companies requirements. 11. Existing pavement and tree stumps to be removed shall be disposed of at an approved off —site location. All pavement cuts shall be made with a pavement saw. 12. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 13. All site Information is based on a plan entitled 'The Gateway", prepared by O'Leary —Burke, dated 10/21/99, last revised 6/10/03. No field work was performed in conjunction with the production of this site plan. 14. The purpose of this plan is to depict the overall existing site plan. This plan is not a boundary survey and is not Intended to be used as one. Location of 12 code compliant (Inverted UI bike spaces, per requirement. SHELLBURNE STREET (U.S. ROUTE � (Inverted UI bike spaces, per requirement. SEE_MTE_13 GRAPHIC SCALE I U1 FEET J L Inch - 40 (t. >rangetheory F I T N E s l � I I I 1 I I SEE SHEET C1.1 FOR THE I�DETAILED PROPOSED SITE PLAN. I I I I I I I I I I I _J /a a SITE ENGINEER: c-. CIVIL ENGINEERING ASSOCIATES. INC. 10 MANSFEELD NEW LANE, SOVTH9LF NGT0N, VT05M B02-0OF2D23 — RO —2221 MO: www.ceaA— DRAIIN JSo cNemo JLM APPROVED JSo OWNER: ORANGE THEORY FITNESS 580 SHELBURNE RD. SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED WASTEWATER IMPROVEMENTS 580 SHELBURNE Ra SOUTH BURLINGTON VERMONT 05403 e o LZMAZ 0 So. BURLINGTON I d LOCATION MAP i^ = 200a REVIRION OVERALL EXISTING CONDITIONS SITE PLAN DAR DRAInNG 1-0ER MAR. 11, 2012 scecE 1"=40' C1 "0 PROr. NO. 12144 B' t PLANNING & ZONING August 25, 2017 Re: #SP-17-59 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six 6 months. If you have any questions, please contact me Sincerely on J. B alr Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com south PLANNING & ZONING §i Permit Number SP-/� - (office use only) APPLICATION FOR SITE PLAN REVIEW 2✓ Administrative ❑Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Heathcote Associates, L.P., 411 Theodore Fremd Avenue, Suite 300 Rye NY 10580 P: 914 288 8100, F: 914 288 2288 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 217, Page 1 3. APPLICANT (Name, mailing address, phone and fax #): Heathcote Associates, L.P., Acadia Realty Trust, 411 Theodore Fremd Avenue, Suite 300, Rye, NY 10580 P: (914) 288 8100 F: (914) 288 2288 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Daniel Annibale Acadia Realty Trust, 411 Theodore Fremd Avenue, Suite 300, Rye, NY 10580 P: (914) 288 8173 F: (914) 288 2288 4a. CONTACT EMAIL ADDRESS:: dannibale@acadiarealty.com 5. PROJECT STREET ADDRESS: 516 Shelburne Street, South Burlington, VT 05401 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-00570_C 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Orangetheory Fitness, a personal fitness studio, to replace RadioShack at the Gateway Shopping Center. b. Existing Uses on Property (including description and size of each separate use): Shaw's (73184 sf) Dollar Tree (9613 sf) H&R Block (1998 sf) Scottrade (1458 sf) Nail Salon (1452 sf) Starbucks (1500 sf) Subway (1516 sf) Supercuts (1527 sf) GNC (1787 sf) Five Guys (1970 sf) Chipotle (2204 sf) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Orangetheory Fitness - 3,026 square feet. d. Total building square footage on property (proposed buildings and existing buildings to remain): There will be no change to the existing footprint - approximately 101,838 si e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change in height to any existing building (One story building) f. Number of residential units (if applicable, new units and existing units to remain): 0 g. Number of employees (existing and proposed, note office versus non -office employees): Existing: 0 Proposed: 4 - 8 h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): n/a Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: Sq. Ft. a. Building: Existing Proposed % / 101655 % / 101655 sq. ft. sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / no change sq. ft. c. Front yard (along each street) Existing % / sq. ft. Proposed % / no change sq. ft. d. Total area to be disturbed during construction (sq. ft.) 0 * * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ 350,000 b. Landscaping: $ 0 c. Other site improvements (please list with cost): n/a 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: Mornings and nights 12. PEAK DAYS OF OPERATION: Monday - Saturday 13. ESTIMATED PROJECT COMPLETION DATE: 90 days after approval of Permits 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (I I" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitt ing the site plan application in accordance �with the city's fee 6 schedule.111n A,� ^, 'g A Administrative site plan applications require tli�ee (3) regular size copies, one reduced copy (1 V x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Heathcote Ass fates, L.P. By: Acadia" a �LLC, its General Partner G TURE OF APPLICANT Heathcote Associates, L.P. By: Acadia Heathcote, LLC, its General Partner SIG1kATJ1fRE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: Development Review Board E�JA�dministrative Officer I have reviewed this site plan application and find it to be: Complete Incompl— �/w �PN d inistrative OfficefV Date berg, Senior Vice President The applicant orpermittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 ray From: Danny Annibale <dannibale@acadiarealty.com> Sent: Tuesday, August 08, 2017 5:17 PM To: ray Subject: RE: W-9 City of South Burlington - Orange Theory @ Gateway Center Thanks Ray, I think I would prefer to have the condition attached. We have no issue complying with this but in the interest of moving the Orangetheory forward, I'd like to go ahead here. I will simultaneously create new plans showing this new bike rack. Thanks! From: ray [mailto:ray@sburl.com] Sent: Tuesday, August 08, 2017 11:39 AM To: Danny Annibale <dannibale@acadiarealty.com> Subject: RE: W-9 City of South Burlington - Orange Theory @ Gateway Center Danny, I did receive your application and will review it as time allows. In the meantime, please review the attached new regulations for bicycle parking. These regulations require you to provide 50% of the requirement and use the new type of bike rack. Do you wish to revise the plans now before the decision is issued or would you rather have a condition attached which then requires the plan to be revised to comply with the requirement? Ray Belair Administrative Officer City of So. Burlington 575 Dorset Street So. Burlington, VT 05403 802-846-4106 www.sburl.com www.sbpathtosustainability.com Notice - Under Vermont's Public Records Act, all e-mail, e-mail attachments as well as paper copies of documents received or prepared for use in matters concerning City business, concerning a City official or staff; or containing information relating to Ciiy business are likely to be regarded as public records which may be inspected by any person upon request, unless otherwise made confidential by law. If you have received this message in error, please notify us immediately by return email. Thank you.for your cooperation. From: Danny Annibale [mailto:dannibale@acadiarealty.com] Sent: Tuesday, August 08, 2017 10:44 AM To: ray <ray sburl.com>; Sue Dorey <sdorey(2sburl.com> Subject: RE: W-9 City of South Burlington - Orange Theory @ Gateway Center Ray, I wanted to confirm that the FedEx made it to you successfully. Also, I know there are two additional steps and applications following this initial application and review. Would you mind directing me to the applications for the next two steps so that I can begin preparing them? SITE ENGINEER: LEGEND - EXISTING CONTOUR -- -336 PROPOSED CONTOUR I _— civil— ASSONGTON, . IPIC, — — — APPROXIMATE PROPERTY LINE 70MANSFIElD VIEWIANE, SOUTH BI1NUNGKNJ, VT O640 aMAN LLDINEENGILANE, S FNC — — APPROXIMATE SETBACK LINE EO2te =3 302 2221 xe0: wxv.cewl.aom PROJECT BENCHMARK GRAPHIC SCALE wrrmcsr Cs; zo - ressEmm P�xn + 213.3 SPOT GRADE JSO —SS GRAVITY SEWER LINE Css D a FE a I JLM —FM FORCE MAIN J �` /r I I..m. — W --OE WATER LINE OVERHEAD ELECTRIC I / — — — — _ _—I Jso OWNER: —UE — — T UNDERGROUND ELECTRIC TELEPHONE LINE I \ ORANGE — — G — —ST GAS LINE STORM DRAINAGE LINE / II \ I`I \ THEORY GO SEWER MANHOLE FITNESS ® STORM MANHOLE I \ 580 SHELBURNE RD. HYDRANT \ SOUTH BURLINGTON ® SHUTOFF / VERMONT 05403 POWER POLE rr I © \ ® CATCH BASIN � S H AWS SUPERMARKET 1'Itf 1.1 EI:T: o-o LIGHT POLE _ _ ®� 4 SIGH 73,184 SF B A PROPOSED LL LL LL p WASTEWATER IMPROVEMENTS GENERAL NOTES 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as —built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or indirect result of the construction. 5. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. 6. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any Item until shop drawing approval Is granted. 7. In addition to the requirements set In these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and any local Public Works Standards. 8. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 9. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractors responsibility. 10. The Contractor shall Install the electrical, cable and telephone services in accordance with the utility companies requirements. 11. Existing pavement and tree stumps to be removed shall be disposed of at an approved off —site location. All pavement cuts shall be made with a pavement saw. 12. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the item in question. 13. All site information is based on a plan entitled "The Gateway", prepared by O'Leary —Burke, dated 10/21/99. last revised 6/10/03. No field work was performed in conjunction with the production of this site plan. 14. The purpose of this plan is to depict the overall existing site plan. This plan is not a boundary survey and is not Intended to be used as one.. SHELLBURNE STREET (U.S. ROUTE � rangetheory�' F N E S 9 EE SHEET C1.1 FOR THE ETAILED PROPOSED SITE PLAN. 580 SHELBURNE RD. SOUTH BURLINGTON VERMONT 05403 y,yA,p�� LnWECr swe. sr. °wnn' 0 So. BURLINGTON I LOCATION MAP OVERALL EXISTING CONDITIONS SITE PLAN ozrc ua,�ma�- s,..vxrx< MAR. 11, 2012 C1.0 PROI. NO. 12144 VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2olo Landowner(s): Heathcote Associates, L.P. Permit Number: WW-4-i6ii-6 c/o Jason Blacksberg PIN: EJol-0302 1311 Mamaroneck Ave., Ste 26 White Plains NY io6o5 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-0057 referenced in a deed recorded in Book 375 Page(s) 639@ of the Land Records in South Burlington, Vermont. This project, consisting of the amend WW-4-1611-5 to increase seating from twenty seats to forty eight seats in a coffee shop (3 meals/day), served by existing municipal water supply services and municipal wastewater disposal services located on 58o Shelburne Road #9 in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Darrell Case, P.E., of AEdifica Case Engineering. The project shall not deviate from the approved proposal without prior written approval from the Drinking Water and Groundwater Protection Division. (No Plans) 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission, the Drinking Water and Groundwater Protection Division, the Watershed Management Division, the Division of Fire Safety, the Vermont Department of Health, the Family Services Division, other State departments, and local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 All conditions set forth in Permit Number WW-4-i611-5 shall remain in effect except as amended or modified herein. This project is approved for expansion of the coffee shop into adjoining retail space and increasing the seats from 20 to 48 seats (3 meals/day) in the existing commercial building on the lot. 1.5 Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.6 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property subject to this permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes, regulations, and permit conditions, including performing an inspection of the wastewater disposal and water supply systems serving the/each structure. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water S(yly Permit WW-4-i611-6 Page 2 of 2 1.8 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 This project is approved with the existing connection to the water supply system owned by the City of South Burlington for an increase of 1134 gallons of water per day. 2.2 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for the connection of any sprinkler fire suppression system to a public drinking water system. 2.3 This project is approved with an existing building's water service piping. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this water service. Should the water supply fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 2.4 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. 3-WASTEWATER DISPOSAL 3.1 This project is approved with the existing connection to the City of Burlington wastewater treatment facility for an increase of ioo8 gallons of wastewater per day. 3.2 This project is approved with an existing building sewer. The Drinking Water and Groundwater Protection Division assumes no liability for the adequacy of this sewer piping. Should the wastewater system fail and not qualify for the minor repair or replacement exemption, the landowner shall engage a Licensed Designer to evaluate the cause of the failure and to submit a permit amendment application to this office, and receive approval thereof, prior to correcting the failure. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By V—' Dated January 19, 2015 Jessa 1 ne Wyman, RegioJ Engineer Essex Regional Office Drinking Water and Groundwater Protection Division cc South Burlington Planning Commission Darrell CaseA.Edifica Case Engineering Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses .00�VERMONT State of Vermont Department of Environmental Conservation Drinldng Water and Groundwater Protection Division Essex Regional Office iii West Street Essex Junction, VT 05452-4695 www.septic.vt.gov January 16, 2015 Heathcote Associates, L.P. c/o Jason Blacksberg 1311 Mamaroneck Ave., Ste 26 White Plains NY 1o605 Agency of Natural Resources [Phone] 802-879-5656 [fax] 802-879-3871 RE: WW-4-i611-6, Starbucks Coffee; amend WW-4-1611 to increase seating from twenty seats to forty eight seats in a coffee shop located at 580 Shelburne Road #9 in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on January 15, 2015, including a fee of $180.00 paid by check #4140. Under the performance standards for this program, we will have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Darrell Case/AEdifica Case Engineering Regional Offices - Barre/Essex Jct./Rutland/Sprinafield/St. Johnsburu BOUT" BURLINGTON WATER YFPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com April 30, 2012 Ernestine Chevrier Regional Office Coordinator 111 West Street Essex Junction, Vt. 05452-4695 RE: WW-4-1611-5 and WW-4-1611-4, Chipotle Mexican Grill, 516 Shelburne Rd. Dear Ms. Chevrier, I am in receipt of a copy of your letter dated April 11, 2012 to Heathcote Associates, L.P. concerning this sewer project. The South Burlington Water Department and the Champlain Water District both have water distribution and transmission infrastructure (respectively) in the immediate vicinity of the proposed project. I am asking that these two separate water utilities be included in all current and future reviews and communications regarding this project. The contact information for the South Burlington Water Department is: John Tymecki Superintendent 403 Queen City Park Rd. South Burlington, Vt. 05495 johnt@cwd-h20.org The contact information for the Champlain Water District is: Paul Tice Transmission System Director 403 Queen City Park Rd. South Burlington, Vt. 05495 pault .cwd-h2o.org Sincerely, SOUTH BU ON WATER DEPARTMENT J hn ffmc i Superintendent Cc: HeathCote Associates South Burlington Planning & Zoning- ., VERMONT A State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT' LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Heathcote Associates, L.P. 1311 Mamaroneck Avenue, Suite White Plains NY 1o605 Permit Number: WW-4-1611-5 PIN: EJo1-0302 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-00J70 referenced in a deed recorded in Book 375 Page(s) 639 of the Land Records in South Burlington, Vermont. This project, consisting of the amending Permit #WW-4-1611-4 to construct a grease trap, pump station and new sewer service lines for a previously approved sixty seven seat restaurant, served by municipal water supply services and municipal wastewater disposal services located on 516 Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the. following conditions. i. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by Jeffrey Olesky , with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date C1.0 Overall Site Plan 3/11/2012 C1.1 Proposed Site Plan. 3/11/2012 4/12/2012 C2.0 Proposed Details Plan 3/11/2012 4/12/2012 GI-l000 1,000 Gallon Grease Interceptor 3/1o/2oo6 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water S( I Permit WW-4-1611-5 Page 2 of 3 C conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 All conditions set forth in Permit Number WW-4-i611-4 shall remain in effect except as amended or modified herein. 1.9 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.10 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 This restaurant is approved with the existing connection to the water supply system owned by the City of South Burlington for a maximum of 18o9 gallons of water per day. 2.2 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for the connection of a sprinkler fire suppression system to a public drinking water system. 2.3 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. .I.WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specificallydirected in Condition #1.5 herein. 3.2 This restaurant is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 16o8 gallons of wastewater per day. 3.3 The project has been granted a reduction in isolation distance from the grease trap and pump station to the water main based on the following: a. The installation of a polyethylene membrane on the exterior face of the tanks as shown on the plans, b. All pipes entering and exiting the grease tank or pump station have the penetrations drilled smoothly and installed with link seal couplings and grouted on the inside, c. A minimum of 12 inches of crushed gravel be placed under both tanks, d. Appropriate tank testing for watertightness before placing the tanks in use, e. A service and maintenance contract agreement for the tanks that includes annual inspection of the tanks and testing for leakage. When leakage is detected, a report shall be submitted to the Division for review and approval. The report shall include the cause of the failure and the steps taken to remedy the problem, and follow-up testing for watertightness. A Vermont Licensed Designer shall certify the installation was completed in accordance with these provisions. Wastel'uater System and Potable Water S1( l Permit. WW-4-i611-5 Page 3 of 3 3.4 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By Vj,*WW, W UXjrvtYr✓ ssanne WymaiWRegional Engineer Dated April 18, 2012 cc South Burlington Planning Commission Jeffrey Olesky/Civil Engineering Associates Drinking Water and Groundwater Protection Division -Greg Bostock Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses 1B r •/ Cra at n0 r w m� �ral n[a 4 R•al Was r 9M rw RF •/furt6�al au M{a IY t § 6! fIDS nLI loR 9M ur off r. maJ n: IYP. BOLLARD DETAIL and na tan srnrinwi,� n raw esm L. '. marl ersX® § S � t.1/! 5F6IIW DUrLIPS M DOOR PIVOT r af+n Town a ' a III wur W nol * � Y`.r� 1 I/f aIl W OUIIPSTER ELE1110 n DUVPSTER ELEVATION .r Y Own w � OUa ra.w a`�a.. n _ DUNPSIER ElFM110N DU4PSTER ELEVATION yf . r + • rr — DULIPSU DETAIL N • r I Il�f[owa �iR�t[own nvaw rsm we P.- �sm •w rav tea- • aM atlrmrm >v• nmmn asm n,/r ItlrtprMass vJ•nr.aX�• Y��.fQtf�l/f AwO[aa nYe aG4rNMtDo[i 1•r�9V 9At�11�1� Wir® DUMPSTER WALL DETAIL •r � vr.asowl.r my W101[ OMTON l •a y.r WrNtt J�YL PSAN CORNER MOUNTING DETAIL_ tfd s DULIPSTER PLAN w•rr a�iys aml eal e�4 nr`i aso 4 n IR�•[fea RAILING MOUNTING DETAIL • rr 0 O r aJ o� ICU 9CA Ard�beY, Y1G B•ockbn MA 02102 4�`pOr�{s � OF N o U ¢ � 5 Z m � o o � � W 3 o m ssEn � f r.�rtc� rat rumm/nua �reAFM lOOMauoN �uwas IPH/YYB NIB OW Bide Jim Architectural Site Details A 101 :/zrmn— JOB f 211168 January 30, 2012 Re: #SP-12-03 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since Iy, r aymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com A southbudington PLANNING & ZONING Permit Number SP- - (office use or ) APPLICATION FOR SITE PLAN REVIEW ® Administrative ❑ Development Review Board All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Heathcote Associates, L.P., a New York limited partnership 516 Shelburne Street, South Burlington, VT 05401 Contact: Doug Austin @ Acadia Realty Tel: 914 288-8128 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 375 / 639 3. APPLICANT (Name, mailing address, phone and fax #): Keith Bettencourt: BKA Architects, Inc; 142 Crescent Street; Brockton MA 02302 Tel: (508) 583-5603 Fax: (508) 584-2914 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax ft Keith Bettencourt; BKA Architects, Inc: 142 Crescent Street; Brockton MA 02302 Tel: (508) 583-5603 Fax: (508) 584-2914 4a. CONTACT EMAIL ADDRESS:: Email: kbettencourt@bkaarchs.com & mbaxter@bkaarchs.com 5. PROJECT STREET ADDRESS: 580 Shelburne Road, Suite 1413; South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-00570 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): The proposed project is an interior tenant fit -out for the fast -casual restaurant Chipotle Mexican Grill. Work to be completed includes: kitchen equipment, rooftop equipment, dining furiture, exterior patio pad and rail, new dumpster pad and enclosure, and modifications to the existing sprinkler system. b. Existing Uses on Property (including description and size of each separate use): The former tenant was a Blockbuster video rental store (Use: Mercantile). The other uses on site are Mercantile (M), Business (B), and Restaurant (A-2), including Shaw's Supermarket, Needleman's Bridal Salon, Supercuts, RadioShack, Starbucks Subway, H&R Block, the future Five Guys. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): The existing Blockbuster (Use: Mercantile) was closed and redemised into three tenant spaces. Chipotle Mexican Grill (2281 SF, Use A-2) and Five Guys (1,970 SF; Use: A-2) will be located in two of the spaces, and a third Mercantile or Business tenant in the third space d. Total building square footage on property (proposed buildings and existing buildings to remain): Existing building to remain; to additional area. e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Existing building to remain; one (1) story, no basement Highest point: approximately 23'-1" f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): approximately eight (8) per shift h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Total Parcel Size: 424,554 Sq. Ft. a. Building: Existing 25.97 % / 110,238 sq. ft. Proposed 25.97 % / 110,238 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 60.56 % / 257,099 sq. ft. Proposed 60.72 % / 257,799 sq. ft. Shelburne Rd: 36% c. Front yard (along each street) Existing Farrell Street: 75% existing sq. ft. Proposed Shelburne Rd: 36% to remain sq ft Farrell Street: 75% d. Total area to be disturbed during construction (sq. ft.) +/- 700 SF * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Dcpartment of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations) b. Landscaping: $ $321,500.00 $ $24,500.00 c. Other site improvements (please list with cost): Site Improvements: concrete patio and dumpster pads (included in Landscaping) 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): existing to remain hours of operation: 1 lam - 10pm daily 11. PEAK HOURS OF OPERATION: peak hours: lunch and dinner shifts 12. PEAK DAYS OF OPERATION: existing to remain 13. ESTIMATED PROJECT COMPLETION DATE: April 10, 2012 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES' (this shall be provided on a separate attached shcct and on pre -stamped and pre - addressed envelopes. The city will add the return address). Not required for Administrative Site Plan Applications 3 Site Plan Application Form. Rev. 12-2010 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (I V x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requestcd as part of this application has been submitted and is accurate to the best of my knowledge. GNATMW OF APPLICANT RE OF PROPERTY OWNER Do not write below this line Heathcote Associstes, L.P. Robert Masters, SVP PRINT NAME DATE OF SUBMISSION: U REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: P'Complete ITOIN Incomplete Officer The applicant or• permittee retains the obligation to identify, apply for•, and obtain relevant stale permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") Site Plan Application Form. Rev. 12-2010 O � o STORE # 1793 SOUTH BURLINGTON 580 SHELBURNE ROAD SOUTH BURLINGTON, VT 05410 • DRAWINGS SUBMITTED FOR DEPARTMENT OF PLANNING AND ZONING OF SOUTH BURLINGTON ON 12 Ot 2011 ABBREVIATIONS GRAPHIC SYMBOLS CODE AUTHORITIES DRAWING INDEX AND REVISIONS IN) (E) ® AFF ALUM ARCH ASSART CMU CMU GO z CS DIM EQ ELEc ELEV E7R EA EL FRP FRT GYP GC CALV GA Hs HVAC INT MECH MAX MIN MISC MFR MSS NO N.I.C. ose OC v"vc Pas PREP R RTU SIM SPS SS SSS STR T T.B.D. TAB TCC TES TLS TMB TM TP TRS TSV TYP UPS VAR W/ WA WCS w5 NEW CONSTRUCTION OR EQUIPMENT EXISTING CONSTRUCTION OR EQUIPMENT AT CENTER UNE DIAMETER OR ROUND ABOVE FINISH FLOOR ALUMINUM ARCHITECTURAL) RAS M SYSTEM SUPPLIER BOARD BUILDING CONCRETE MASONRY UNIT CO2 SUPPLIER CHEMICAL SUPPLIER DIMENSION(S) EQUAL ELECTRIC(AL) ELEVATION EXTERIOR EACH ELEVATION VERTICAL HEIGHT) t n FIBERGLASS REINFORCED PANEL FIRE RETARDANT -TREATED GYPSUM GENERAL CONTRACTOR GAUGµE RED HOOD SUPPLIER HEATING AND VENTILATING INTERIOR MECHANICAL MAXIMUM MINIMUM MISCELLANEOUS MANUFACTURER MUSIC SYSTEM SUPPLIER NUMBER NOT IN CONTRACT ORIENTED STRAND BOARD ON CENTER POLYVINYLHPHOTOGRAPHYSUPPLER POINT OF SALE PREPARATION RADIUS ROOF TOP UNITS SIMILAR SODA POP SUPPLIER SUPPORT SIGNACE CTV STRUCTURE TENANT TO BE DETERMINED, SEE REFERENCE MANUAL TENANT'S TEST AND BALANCE VENDOR TENANT'S CABLING CONTRACTOR TENANT'S KITCHEN EQUIPMENT SUPPLIER TENANT'S LIGHT/ LAMP SUPPLIER TENANT'S MENU BOARD SUPPLIER TENANT'S MILLWORK SUPPLIER TENANTS PHONE SUPPLIER TENAN YS RAILING SUPPLIER TENANT'S SIGN VENDOR TYPICAL UNINTERRUPTED POWER SUPPLY VARIES WITH WASHROOM ACCESSORIES TENANT'S WALK-IN COOLER SUPPLIER TENANT'S WINDOW SHADE SUPPLIER DOOR NUMBER O WINDOW TYPE Q O KITCHEN EQUIPMENT NUMBER OTBISL ROOM/SPACE NUMBER 70z t3 NUMBERBD MISCELLANNUMBER EOUS EQUIPMENT WASHROOM 8 KITCHEN fe ACCESSORIES NUMBER �— REFERENCE WALL TYPE I SECTION/DETAIL 1 WALL SECTION 1 ELEVATION REFERENCE N PLAN NORTH BUILDING CODE: 2007 VERMONT FIRE & BUILDING MECHANICAL CODE: UFC 2006; NFPA 1 & NFPA PLUMBING CODE: 2005 STATE OF VERMONT ENERGY CODE: 2005 GUIDELINES FOR ENERGY FUEL GAS CODE: 2007 VERMONT FIRE & BUILDING ELECTRICAL CODE: 2005 VERMONT ELECTRICAL FIRE CODE: 2007 VERMONT FIRE & BUILDING ACCESSIBILITY: ADAAG & VERMONT ACCESS SAFETY CODE (IBC 2006) 90A PLUMBING RULES (IPC 2003) EFFICIENT COMMERCIAL CONST.(IECC 2004) SAFETY CODE; NFPA 54; NFGC 2006 SAFETY RULES; NFPA 70; NEC 2005 SAFETY CODE; NFPA 1; UFC 2006 RULES 2007 • • A000 PROJECT DATA RESPONSIBILITY MATRIX ACCESSIBILITY REQUIREMENTS • LIFE SAFETY PLAN FA1 TFURNITURE • IFI TBLDIm REGULATORY AGENCIES BUILDING CODE & ZONING DATA TIT :• V RAI N - ARCHITECTURAL IT PLAN AI LS CIVIL SITE PLAN DEMOLITION PLAN & ELEVATIONS SLAB WORK PLAN -- ARCHITECTURALFLOOR PLAN ARCHITECTURAL WALL TYPES DOOR & HARDWARE SCHEDULE FINISH PLAN FINISH DETAILS TILE DETAILS FIXTURES FURNITURE.EQUIPMENT PLAN FIXTURES FURNITURE & EQUIPMENT SCHEDULE -- REFLECTED CEILING PLAN CEILING DETAILS - - - - -- - - - - - - _ - • • • A100 Building 372 Hurricane Lane, Suite 102 Department Williston Regional Office Williston, VT 05495 Tel: (802) 879-2300 Fax: (802) 879-2312 Contact: John Vergin- Fire 372 Hurricane Lane, Suite 102 Department Williston Regional Office Williston, VT 05495 Tel: (802) 879-2300 Fox: (802) 879-2312 Contact: John Ver n 9i Environmental 108 Cherry St. Health Burlington. VT 05401 Tel: (802) 863-7221 Fax: (802) 865-7754 Contact: Sherry Sawyer Planning Department of Planning &Zoning & Z.9 575 Dorset Street Department South Burlington, VT 05403 Tel: (802) 846-4106 Fox: (802) 846-4101 Sewer S.Burlin ton Deportment of Public Works 9 p Deportment Office 104, Landfill Road South Burlington, VT 05403 Tel:ORIDE (802) 658-7961 Fax: (802) 658-7976 Water 403 Queen City Park Road Department South Burlington, Vi 05403 Tel: (802)658-7961 Electric Green Mountain Power Service 163 Acorn Lane Colchester, VT 05446 Tel: (888) 835-4672 Gas Vermont Gas System Service P.O. Box 467 Burlington, ton, VT 50402-0467 9 Telephone FoirPoint Communications Service 1. OCCUPANCY GROUP: A-2 OCCUPANCY SEPARATION: 1-HOUR REQUIRED: EXISTING TO REMAIN; NO CHANCE 2. TYPE OF CONSTRUCTION: III-B; EXISTING TO REMAIN; NO CHANCE 3. TENANT AREA: 2,281 S.F. 4. ALLOWABLE N0. OF STORIES: 3 ACTUAL NO. OF STORIES: 1; EXISTING TO REMAIN ALLOWABLE BUILDING HEIGHT: 55'-0' MAXIMUM HEIGHT ACTUAL BUILDING HEIGHT: APPROXIMATELY 23'-1'; EXISTING TO REMAIN 5. OCCUPANT LOAD. TENANT SPACE: BY AREA, KITCHEN -COMMERCIAL: 1000 SF / 200 = 5 OCC. DINING ROOM AND CIRCULATION: 1121 SF / 15 = 75 OCC. TOILET ROOMS TI • 1 SF 1 TOTAL OCCUPANT LOAD: 82 OCC. MAXIMUM BY SEAT COl1NT: SECTION 1004.7 - FIXED SEATING: 'FOR AREAS HAVING FIXED SEATS AND AISLES, THE OCCUPANT LOAD SHALL BE DETERMINED BY THE NUMBER OF FIXED SEATS INSTALLED THEREIN... THE OCCUPANT LOAD OF SEATING BOOTHS SHALL BE BASED ON ONE PERSON FOR EACH 24 INCHES OF BOOTH SEAT LENGTH MEASURED AT THE BACK REST OF THE C 00 F." DINING ROOM: FIXED SEATS: 42 SEATS TOOTH SEATS: 51 Wa S TS TOTAL INTERIOR 56 OCC. INCLUDES EMPLOYEES) 6 OCC. TOTAL E TOTAL : 72 OCO. 6. MEANS OF EGRESS: TWO REQUIRED; TWO PROVIDED FROM DINING AREA, THIRD MEANS OF EGRESS PROVIDED FOR EMPLOYEES 7. FIRE SPRINKLERS: YES 8. PLUMBING FIXTURES: WATER CLOSETS LAVATORIES URINALS REO'D PftOV'D RE0'D PROV'D REO'D PROV'D MEWS : 1/73 1 1/200 1 0 0 WQMEN S. 1/75 1 1/200 1 - - • • • A101ARCHITECTURALIT • • • Al • A115 All • A • Al 0 • A • A • • A • • i • A74 • Al 41 • A150 ROOF PLAN _ • • A200 ELEVATIONS, EXTERIOR • A210ELEVATIONS: I T RI ININ _.._ • A22D T • A225 VATI N TNT I R R A • A230 VATI N R TR M • A300 SECTIONS- DETAILS • S100STRUCTURAL • FAt Oo FIR N _ • SP100 FIR P R PLAN • M100 H V.A PLAN • M101 H.V.A. ROOF PLAN • M300 H.V.A. T • M400 APTI • M401 CAPTIVE AIRE DRAWNGSI M402 CAPTIVE M403 CAPTIVE AIRE DINGS MP010 MECHANICAL ONS MPO11 MECHANICAL SPECIFICATIONS I IMP012 MECHANICAL SPEIFICATIONS • I 1ploo PLUMBING SUPP Y PLAN • P 101 WATER AN RI DIAGRAM • P1 ID PLUMBING WASTE AN T PLAN SCOPE OF WORK NOTE • IP111 PLUMBING SANI VENT RISER DIAGRAM . Pzoo PLUMBING P • P300 PLUMBING SCHEDULE TENANT INTERIOR AND EXTERIOR ALTERATION TO AN EXISTING SHELL BUILDING GROUP NANT St9 PREVIOUS USE: BLOCKBUSTER M PROPOSED USE: CHIPOTLE MEXICAN GRILL A-2 P400 PLUMBING DETAILS E010 T SPECIFICATIONS E011 ELECTRICAL SPECIFICATIONS • E100 ELECTRICAL - LIGHTING N • E110SYSTEMS AREA OF WORK wee- _ DIDa t PAIUNo BrLL e: 669to w .r wes tllllllllllllt 111 U}}f� A aal 580 SHELBURNE ROAD KEY PLAN 580 SHELBURNE ROAD { 1 m } �m y a` ._. �• �• = .z, 1` l -.. _ "" ! 1 ; i 1 t 1 `, �,.` ( VICINITY MAP �A000 NOT TO SCALE • E120 F PLAN E200 ELECTRICAL DETAILSSCHEDULES I I 1E21O I ELECTRICALDETAILS SCHEDULES PROJECT INFORMATION LANDLORD: ate Associates, L.P., ARCHITECT: BKA Architects Inc. a New York limited partnership 142 Crescent St. New 1311 Mamaroneck Ave, Suite 260 Brockton, MA 02302 White Plains, NY 10605 Contact: Keith Bettencourt Contack: Doug Austin kbettencourtObkoorchs.com Tel.: 508 583-5603 Email: doustinOocadiareolty.com Fax: (508) 584-2914 TENANT Gaucher & Associates Inc. TENANT: Chipotle Mexican Grill MECHANICAL UNITY 2060 Baldwin Court 1401 Wynkoop Street ELECTRICAL COORDINATOR: Seaside CA 93955 Suite 500 PLUMBING: Contact:Poul or Meg Gaucher Denver, CO 80202 poul®gaucherinc.com Contact: Cherie Stribling, Tel.: (831) 393-1760 Development Consultant cstr�AOoO Fax: (831) 393-2858 Tel.: (i 03) 390-5663 Tel.: (303) 390-5663 Schnackel Engineers, Inc. 3035 South 72nd Street Omaha, Nebraska 68124 Contact: Chris Becher cbecher®schnackel.com Tel: (402) 391-7680 a152 Fax: 800-930-9526 NOT TO SCUNOT m SCALE BKA ArcMtec % Inc. Arahltaetera ♦ Intarler• %2 Creecent Street Brockton. MA 0=2 taI 50 B. 683. 5603 t a x S a 8. 2.1. •-Rlal • hka�lakaareM.eom A¢7CA w 6 14DI WYNKGOP. SUITE 500 ofnvEv, aaL131100 80202 E_xI: 13s1 sv.1 Iv [a1H O3w6ww6�Ho�E.cON m 0 Z d 0 (n If`) O C71 Ch Q Z J D:� W Z Z m O O DO N � W Z J Q1_ V) N O CD 00 U7 1� 1 11 ISSUED FOR PERMIT 1 1 11 ISSUED FOR TPZ 1 1 11 ISSUED TO LANDLORD 1 1 11 ISSUED TO BID 1 i FOR CONSTRUCTION Q 124,3411 Dulling MODIFlCATION [®p ADD SHEET A100-1 REDESIGN LAYOUT MPH/MMB KTa iJ_ xu CMG STORE #1793 Project Data A _ _000 1/24/2012 JOB 1211168 EXIST( PARCEL INFORMATION — OBTAINED FROM ACADIA� TY TRUST ..... EXISTING STANDARD PARKING SPACES: 467 (NO MODIFICATIONS) SPACES: 19 (NO MODIFICATIONS) RKING SPACES: 486 (NO MODIFICATIONS) BA Arctitoct% ky— Ar9111t—Imr9 ♦ In19rl- 3PACES/G.L.A. RATIO 4.5 (NO MODIFICATIONS) EA COVERAGE: L424,554 S.F. PROPOSED: DECREASE OF 700 S.F. - 57.194 S.F. M2 Cr�md ` set BrOCktan MA 0=2 AREA COVERAGE: S.F. (NO MODIFICATIONS) CONCRETE COVERAGE:S.F. PROPOSED: INCREASE OF 700 S.F. = 266.906 S.F. 1— � 508.583.5003 REA: S.F. (NO MODIFICATIONS) 1 a s o 8. 8 8 4. 2.1. ��FE , bkt•.bkureM.00m RD COVERAGE FARREL STREET (30% MAX) - 75.0% (NO MODIFICATIONS) RD COVERAGE SHELBURNE ROAD (30% MAX) = 38.0% (NO MODIFICATIONS) -.�Vmum Im ncs [wrsK ug emu w Iwo t um rm ma irmwm EBns olrsim mum E$� mnem>fn NEXICAM *RILL >se SM FEET 1Iwm wm to . mAn OM.11 eml AW. w RINwm SHELLBURNE STREET (U.S. ROUTE 7) OVERALL SITE PLAN PLAN ENTIRE SHEET REVISED IN laD xrs REVISION ON 12/22/11 8 no • ¢ieaw J `V ®a eo300 aaa 11R (303) 1-4.1 00 59 -..-40 x:13031 4 03 O Z O M u (n to CD CT1 Z � J > � CC m Z X Z O of O m C9 N J Z 0 L J �iJ NOf O m DO If7 11 11 ISSUED FOR PERMIT I I ISSUED FOR TPZ I I ISSUED TO LANDLORD 1 1 11 ISSUED TO BID 1 1 FOR CONSTRUCTION /n 1 134�11 BUMPSIER MOOIFlCAIN)N L®Q 1 1 ADD SHEET A100-1 1 1 REDESN)N UYOIlf MPH/MM8 KTBm yr j— - CMG STORE #1793 Overall Site Plan A _l_00-1 1/24/2012 L JOB # 211168 ADDITIONAL IMPERVIOUS SURF" PATIO : 400 S.F. DUMPSTERM : 0�0 S.F. TOTAL : 700 S.F. DOSING COKAID WIS OF CWISIM CASTNG STOP SIG Mom HST, AS ( FRONT DA N AS A T.G.C. RFER N A101 PHI 0W. AI01 Alto C11L W AVINGS � jl u� u , v u -- DRAWINGS FOR AMTMk MFORMATMN FOR AMONAL KOAMATION MRXICAN MU. M 9rlN[w 10 ARCHITECTURAL SITE PLAN ,ao 176 � 1•.p CASING IRANSFMG MIH BOLLARDS O 0 0 0 GENERAL NOTA ALL SITE WORK INCLUDING PAVING. CURBING. PARKING. PARKING LOT LIGHTING, SIDEWALKS. LANDSCAPING, AND DUMPSTER ENCLOSURE ARE EXISTING UNLESS NOTED OTHERWISE. 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BOLLARD DETAIL II It I I I I I I 1 /1. \\\J&ij�\ 70 SCHEDULE 80 STEEL PIPE PIVOT - PROVIDE STEEL SHIM BETWEEN PIVOT A BOLLARD GREASE FIRING AT EACH HINGE POINT 3/16 v Yt2'101'SR.ANGLE- DODR FRAME (STIES A TIMES) - WELD TO DOOR PILOT - SHOP PRIME h PANT 0 SCHEDULE 40 STEEL DOUTA GROUT SOW d ROUND L ,ROWEL 0 TOP ENCASE IN 24' DIA CONCRETE BASE 36' DEEP ,§ TRASH ENCLOSURE DOOt: 2' r Y x ,/4' STEEL ANGLE SIRES A RAIL$ W/ GALVANIZED CORRUGATED' PANELS k l-I/r t I.I/C t 3/16* STEEL ANGLE GRACE - SHOP PANE AMXES ! PANT DUMPSTER DOOR PIVOT AI01 I I/'[ = T-0' GALVAI COPING I6'XB BLOCK BOLURI X/A101 IN -ZE17 AOFIIERTO ACCEPTCANE BOLT MELD TO FRAME TRASH ENCLOSURE DOOR: 2' t 2' t 1/4' STEEL AVGIE SnILES 0 RAILS NTH GALVANIZED CORRUGATED V PANELS } 1-1/C 11-1/4' t 3/16' STEEL ANGLE BRACE PPE SLEEVE - MELD TO FRAME. GALVANIZED FINISH BINTOM OF CATE 3/47 DIAMETER STEEL CANE BOLT, CONCRETE PAVING I i ID. r fi' LONG STEEL SLEEVE FLUSH VITH TOP OF PAVING- PBOVIBE AT CLOSED AND FULLY OPEN POSITION, TYPICAL II rim =-1.oEm� ■�■ _— 1=���■ windiiiiiiiiii 110111 c— 1�=��M - ==I : _ I MMMMli I ■■ IMMMM■ )■ .■. NINE MMA 1 1 DUMPSTER ELEVATION 2 1/2" C' CHANEL CORRUGATED METAL. MATCH COLOR TO OEDNC 4x4• STEEL POST, PANT TO MATCH BUILDING COLOR 4' CONCRETE SAB NTH 6.&W2.9tWZ.9 W.W.F. OVER COMPACTED GRANULAR FILL - SLOPE TOWARDS DOORS TO INSURE POSITIVE DRAINAGE EXISTING GRADE TO SLOPE AWAY FROM ENCLOSURE D DUMPSTER DETAIL AIN J/4' 1'-O i 2 1/2' t 2' C CHANEL I I I I I WRRIIGAIFD VEIN 4' X 47 STEEL POST A200 2 1/2' t Y' C CHANNEL 7'0 SCHEDULE 80 STEEL PIPE PIVOT PROMO STEEL SHIM BETWEEN PIVOT & BOLLARD. GROUT CORES OFEND BLOC( SOLID A PROVIDE J5 REBAR AS SHOWN 0 SNOW 40 STEEL BUW =I SOW 8 ROUND a TROWEL 0 Y 1 2' v 1/4' SIG. ANGLE DOOR FRAME TOP. ENCASE IN 24' INA CONCRETE (STILES k RAILS) - MELD TO DOOR BASE 36" DEEP PIVOT -SHOP PRIME 0 PAINT \ CREASE FILIIIG AT EACH HINGE PONT 1-1/2' GALVANIZED CORRUGATED META 'C PANELS (LEAVE RAW) - WELD TO DOOR FRAME AS SHOWN n DUMPSTER WALL DETAIL AIN _.....'AZED METAL F CUB BLOCK n DUMPSTER ELEVATION re BOLLARD a � G _ yl_ RUNG GATE Q DUMPSTER ELEVATION 101 1/4' = f-O' .pp I/r IARIZONLAL RAIL w- 7/16'0 HOLE IN POST 1 5/16 1/2' RELY( SPACER HATE % 1 1/2.0 W/ 1/2.0 HOLE ELEVATION /- L-2 1/2 X 2 1/2 X 3/8- X / J'-6' LONG t/2SEE PLAN AhM PLAN CORNER MOUNTING DETAIL PATIO PATIO RAILING OY TENANT YZJ =1 RNUNC SUPPLIER SEE DETAIL 26.E/AI01 n �II II II II II } 13-4' II II II it } I I I I GREASE BARREL 5' WIDE X 4' LONG 8 YARD TRASH DUMPSTER ROLLING GATE - 6' WIDE X 6' I LONG X 6' HIGH I I o. o I I ----- - _2 _ I I 6' INTERIOR - I - 8 YARD CARDBCARO BARDS FUfD OUN IER 6 WIDE X 6 I WITH CONCRETE, TYP LONG X 6' HIGH / (CLASS d: PLASTIC CB• SLAB ON GRADE WRH WMINGLED) REBAR REINFORCING -7 I I I 6' MAN DWR BOlAAO FNiIED NTIH WNCRETE 8' DEEP X IB 2•-B' 4'- 7'-4' WIDE DNpSEx CLEAR FLOOR AREA 14'-0" 8' GATE BOLLARDS S-T MAIL DOOR FILED WITH CONCRETE Q<_1 DUMPSTER PLAN 3/8.0 THRFAREO NI-CAO STUD W/STAIN. SR ACORN HEAD NUT AT EACH END W/ S.S. MT WASHER 4 m - FB 1/2 X 2 X V-O' LG. POST GROUTED INTO 2 1/2.0 CORE DRILLED HOLE RAILING MOUNTING DETAIL IN I' � I'-0' `7 NO HOES REQUIRED IN END POS15, MICA RAIP W W I : I YAX �2- i2• �' iZ' /2' RP' i2' /2' CTZ PATIO PLAN A1O 1/4' = 1'-F I �-) a BKA ArchRect% Inc. Ara8lta9t.ra ♦ Int—I.r• 1Q creetxnt Street Brockton, MA 02302 t a t S O B- 5 a 3. 5 a 0 3 lax 508. 584. 2914 rmaW bka�bkaareM.Com �A�A to +01 w coy..... pa I. 5, P1l0laE: 13031 595-+000 FAa:(3031395.4014 INTERN FT: www.cwlPOixE.COm cn O Z d 0 Cn � Z > w fr m O o �E m (n J 0 ILL)J z O N Ctf O M L0 r Wm! 1 1 11 ISSUED FOR PERMIT 1 1 11 ISSUED FOR TPZ 1 11 ISSUED TO UNDLORD 1 1 11 ISSUED TO BID FOR CONSTRUCTION Q 1 L1� 1 DUMPSTER MODIFICATION C®p I ADD SHAD SII A1Q�-1 REDESIGN UY _EST NE 1 UT °' MPH/MMB KTB CMG STORE #1793 Carr. Architectural Site Details A 101 1/24/2012 JOB # 211168 0�.VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation [Phone] 802-879-5656 Drinldng Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office in West Street Essex Junction, VT 05452-4695 www.septic.vt.gov November 29, 2011 Heathcote Associates, L.P. 15oo Diamond Hill Road Woonsocket RI 02895 RE: WW-4-1611-4, The Gateway Shopping Center amend WW-4-1611 for the proposed forty seat restaurant with two meals a day and a sixty seven seat restaurant with two meals a day located at 516 Shelburne Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on November 22, 2011, including a fee of $ paid by check #. Under the performance standards for this program, we will have a maximum of 45 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. - For the Drinking Water and Groundwater Protection Division - Ern e &eerier Regional Office Coordinator cc: South Burlington Planning Commission Paul O'Leary Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury south s�,-.-al n. _ �� PLANNING & ZONING September 9, 2011 Re: #SP-11-39 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning your recent application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. SPyymond RJ. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburt.com C f sllalllv soutliburlinaton PLANNING & ZONING Permit Number SP- �17 - (office oso Wtr) APPLICATION FOR SITE PLAN REVIEW o Administrative o Development Review Board All information requested on this application must be completed in Rill. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1. OWNER(S)_OF )4 ECORD (Name(s) as shown on deed, mailing address, phone and fax #): Heatnncote Associates, L.P. Tel: (914) 288-8100 c/o Acadia Realty Trust Fax: (914) 288-2128 1311 Mamaroneck Ave., Suite 260 White Plains, New York 10606 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): w. 00-A -- ti , t=r~� b+SS6Gf �.T a ��2C1'I IT 'fS I uC L) (Z.r�.lc-�24b.1� t�y�• �{t�tL�f�-� . crtU, G1 4�80 �'. �-4>I-'��l�T- �o`tZ 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Ohl W. De--C\4A, D&..a l�,�ssclb� r��Kf7`�c7•s two. H t2Al cgc&!-o ►ayt—, 1 A&V- —REL-o hCAIle�v P, -ni - zq f-lsoR Z F. T-81- mf - $o'l 4 4a. CONTACT EMAIL ADDRESS:: �D��� fa (_p�� AsSGc- t^9 5. PROJECT STREET ADDRESS: % �-6 SH >?�� .�_e-,- _, 13c w f uG ToN � T. 6. TAX PARCEL ID # (can be obtained at Assessor's Office): dP 1 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www.sburl.com , 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): b. Existing Uses on Property (including description and size of each separate use): r7 �.�` �. E �T � (,� 2 e, ►.� r. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): a.0IL_ awT 640 d. Total building square footage on property (proposed buildings and existing buildings to remain): 167Zu1�1-I 6a SF (bPT D6c,e.,&,tL 1_F�� e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): l 1=Lo o Q__ t 16 l-D f. Number of residential units (if applicable, new units and existing units to remain): (Y. Number of employees (existing and proposed, note office versus non -office employees): T1 1 nw_t-,2 y 1EA2r,- oI- a,4Lz_� h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2010 8. LOT COVERAGE Total Parcel Size: q?-q, � Sq. Ft. a. Building: Existing 2� , % / (pZE �(� �'{ sq. ft. Proposed % / �g Gt4 N-)6-r sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing 6 2 •':� % / �L6H� Z06 sq. ft. Proposed % / Ne, CHpr,X,(� sq. ft. c. Front yard (along each street) Existing% / sq. ft. Proposed % / NpC44NgAg. ft. d. Total area to be disturbed during construction (sq. ft.)11O®O * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9. COST ESTIMATES a. Building (including interior renovations): $ b. Landscaping: c. Other site improvements (please list with cost): Liam P!ET 1✓Q— AtxO r.ATF'b l6, opo . O 0 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 11. PEAK HOURS OF OPERATION: 12. PEAK DAYS OF OPERATION: 13. ESTIMATED PROJECT COMPLETION DATE: 14. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES' (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). ' Not required for Administrative Site Plan Applications 3 Site Plan Application Form. Rev. 12-2010 15. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)2 regular size copies and one reduced copy (1 I" x 17") of the site plan must be submitted A site plan application fee shall be paid to the City at the time of submitting the site plan application in accordance with the city's fee schedule. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. OF APPLICANT Robert Masters, SVP SIGNATURE OF PROPERTY OWNER PRINT NAME Heathcote Associates, LP. By Acadia Heathcote LLC Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: /Development Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: J Complete 41,6 03V 011 Ad inistrative O ficer 6ate The applicant or permittee retains the obligation to identi, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak vi ith the regional Permit Specialist. 2 Administrative site plan applications require three (3) regular size copies and one reduced copy (11" x 17") Site Plan Application Form. Rev. 12-2010 Dean Associates Architects Incorporated Architecture & Interior Design re: Application for Site Plan Review- The Gateway, South Burlington VT Dean Associates Project Number: 2011.32 Dear Mr. Belair, September 2, 2011 Ray Belair Administrative Officer Department of Planning and Zoning 575 Dorset Street South Burlington VT 05403 Please find enclosed 3 full size sets and 1 reduced size set of drawings in support of our application for site plan review initially submitted on 8-22-2011. The numbers have been corrected to reflect the approved site plan on file at your office. To be clear, it is not our intent to modify the existing plaza in any way in terms of these coverage numbers, we are proposing a dumpster enclosure over an existing paved area. Similarly, please find revised pages 2 and 3 of our application. Please remove the original pages and substitute these. I am available to answer any questions or concerns, pleas call at your convenience and thank you for your patience in this matter. Sincerely, James W. Dean, AIA Principal Dean Associates Architects, Incorporated .iwd\ GA\2011.00\2011.32 DT S. Burlington V"1 Dumpster\zoning letter.doc 12 Reserve Street • Malden, MA 02148 p: 781.397.8092 • f: 781.397.8094 • www.deanassoc.com r � ao OD Oq3�Qa �a/w/g THE GATEWAY SOUTH BURLINGTON, VERMONT l SHELLBURNE STREET (U.S. ROUTE 7) SITE PLAN SCALP NOW NORTH LL'12a♦I i_ Imo...... a moo■■■■ swillm SCOPE OF WORK INDEX OF DRAWINGS -CONTRACTOR 8HAL REMOVE PORTION OF Al SITE FUN EIOBTINB ASPHALT FOR NEW WORM CONTRACTOR TO PROVIDE D MI'Sm A2 FLOOR PLAN, ENLARGED PAN. SECTION AND ENCLOSURE AS SHOWN N NEW WORK ELEVATIONS 81 PARTIAL FOUNDATION PLAN AND DETAILS PROJECT DIRECTORY DOLLAR TREE BUILDING CODE SUMMARY ARCH7K7 APPLICABLE BUILDING CODE INTERNATIONAL BUILDING CODE, 200E RRY AAckTECTB, PC EDITION CMVERMONT FIRE! 1317 IXECVTNE BLVD, SUTE iD0 BUILDING SAFETY CODE) fiESAPFA T VRGINA 2i170 FAX(76 �WPR E'1� APPLICABLE PLUMBING CODE INTERNATIONAL PLUMBING COOS 7007 CRYSTAL EDITION (ROB STATE OF VERMONT CRYSTALWul�R PM x)a® PLUMBING RULES) STRUCTURAL ENGINEER USE LROIP. M-MERCANTILE MCPHERSDN DESIGN GROUP, PC OM47R(�ION TYPE iF6 E371 CENTERDRNT SU TT 100 NORPOM VRGNA 2M NJMBEROFSTDREB ONE PHONE V5A) M162000 FAX(757)9859D01 SPRINLERED, YES ROUND M�PF6TBUL ENGINEER TOTAL LEASE AREA: (FlaBroouAR 7Rff ONLY) E,E0ESF TENANT DOLLAR TREE STORES OCCUPANCYLLIAP. SALES AREA 7,75/ 130=295 50D VOLVO PARKWAY STOCIROOM 1,88E 13M - 7 QESAPEAID:. VROINA23320 'LLB PHONE (757)321-5W PR(MECTADDFES& THE GATEWAY FAX (757) 3214300 570SH9PURIE ROAD RNG PETER SP, PM SOUTH BlRLNGTON, VERMONT 05CI LANDLORD (9 M 2-6) HFATHCOTEASSOCIATES, LP BUILDING DEPAMWENTPHONE W. (ED2 ON= 1311 MAMAdONECY AVE, SUITE 250 FIRE MONITORING REOIlIBD YES WHITE BANS, NEW YDRI(10B0E �, ) PHONE (aM) ZH157 FAY(914)2ffi1167 JACIOE DCDIELL _ RECEIVED SEP 0 6 2011 City of So. Burlington 1317 EmpYEY BK SAY 200 ChM VA23320 (1E71Q24= Al 20-ft 9 L- OFFICE SAM AREA GENERAL INFORMATION: &ICPPNG LaNfF.R: RE GATEWAY SHOPPING CEDER DRY: SOUTNSSRUNGTON LI — STATE VE MONT COLSD HEIGHT WIM AREF 101L' $ SQUARE FOOTAGES TOTAL SPACE LFASM. 233S SF 8AIE9 FLOOR AREA, 1.134 OF R4„ NOFSAlm AREk LI1P OF IU% USAGE 3fOGOi00Mt 1,SG3 8F fO3% OEiJCFFEpFIT: — II I I II MOSTDOLLATIE IoL _ I— — II I � I I II I II I it I �I L I I I r FLOOR PLAN SQ%E 1R+T-0' TREATED WOOD NAILER WTM I' METAL OWING. IR DW.ETER ANCHOR BOLTS mlroc PPDOWELSATRW rauBaDBEAM- T.o.MAIL � REFER TO SINUICITRAL r CMU GROUTED 901D- .• REFER TO STRUCTURAL S GAGE GALV. FOUR PAMTOMATpIEDOSINO LADDER REINFORCING - BUILDING REEL TO STRUCTURAL REMOVE AND REPLACE EXSTNG ASPHALT AS LIT PREFORMED EIPANSION JOINT REQUIRED FOR NEW �CONC. SLAB WOS(TYP. FILL JANROR'S I'4• HIGH r CLJISET PSCI DIAMETER Q• BOLLARDS -PAINT TO MATCH EMITING BUILDING TaSET Ton>ET ® �• p WLLLWAV 1 AREA OF NEW WORK • . s a•' EMPLOYE: ARIA — • i n . rL'HIGH r DIMETER PIPE BOUATOS•PASiT TOMATOI D38ING / . BUIUDINO � • �I .. ..e 1'-0'HIGH r DIME'IEA PIPE <• `A``aJ IOUAETER • % EASR BOLLARDS - IIDIINNGro MATCH PPE a�`a I d I ARj i:�s +c BOLLARDS -PAINT GATES (GALV. ANODE FRAME J eroDalloou TO MATCH E1<I31NC/ �. / POST MOUNTED wrM PRESSURE I BUILDING \ tea y TO PLAIT �%�,.. k• MATCWOODRAN(S TO MATCH E7GSTID BIR-OSK!) ""% TSY ' „ti.1. I • a PROVIDE LOCKABLE UTCW -jg'q✓� GROUND BOLTAVMEEiiO .•4 :• SUPPORT ROLLERS. •ate I • ` I ra Hl(SIr DIAMETER PPE t •a BOLLAIDS-PAINTTOMATCH I'r I j -� vC I +}✓� EXSDNG GLL.NG � • ,•! ¢rRU ,L 'r' I NEW CONpEIE PAD - e : , REFER TO811B1CNRAL �,' L __J . .`�` q • o / IMPISSXr ••aDIAMEM PIPE ... " •'.. BCLLAIDS•PAINT . J TOMANE706Tw/o \`°J' BUILDING < , �T,�+• BATES (GALV. ANGLE FRAME •t IDOBTN(G DU W3TER POST MOUNTED WITHPRESSURE 0AOBUIE MC) TREATED WOOD PLANKS. PAIR ' + TO MATCH DOSING BUILDING) ' A PROVIDE LOOTABLE LATOV . GROUND DOLT S VHFR Fn • a SUPPORT ROLLERS. e' � YA •� CMU SCR®iWALL WTTK PAINT •O TO MATCH BUILDING(r4r HIGH) r AAOL SPOT FACE CMU •. ..I '•. REEfORCIED N REQUIRED (SEE e r . STRUCT RAL PLANS) •' \`` •. • o,; . . : ra HIGH r DAAETER PPE \T .•1 '. C\ BOLAD-PANT TO MATCH Y EXISTING BUILDING ro HIGH ` ''a.; •�' Y r DIAMETER STEEL BOUND (CONOETE FLLED)- PANT TO MATCH EDOSRIG BUILDING \ �e RISE• PRESSURE TREATED WDOD(TYP) T�F PRESSURE TREATED r r WOOD DOOR Ii13E (T17) � •� TOP OF CONCRETE SLAB _ • SCREEN WALL SECTION 2 SCALE: 1••I'd A2 `i IL' JI L�� JAI ENLARGED GATE ELEVATION SCALE 3/4••I'Q N DIAMETER PIPE 1 \ ' • .,/ TO PANT \A\ . J �.,. RECEIVE DO MATCH EXIbTNO BUIIfIING .• ,.. 34•0IAMETER ENLARGED DUMPSTER ENCLOSURE PLAN STEEL LATCH ROD SCALE 3 ol-v A2 LOFISBGTREAD! G&VANIBEDIMEEL GALVANIZED PPE S SLEEYE — — — — — — — — I I I I I I I I I L----------- DUMPSTER ENCLOSURE ELEVATION (� SCALE 33'•1'd A2 SEP 0.6 2011 cKy of So. Burlington GATE(GALV. ANGLE FRME POST SO FSGX r DIAETER MOUNTED WRM PRESSURE TREATED PPNT E BOLLARD -PA WOOD PIANa PAINT TO MATCH To MATCHOWTING =TNG BUILDING) PROVIDE BUILDING, TYPICAL. OF LOCKABLE IATOVGRIDUND BOLT L L WfEElED SUPPORT ROLLSS. PPICALOF 3) ra HIGH r DIAMETER PIPE BOLLARD- PAINT TO MATCH EXISTING BUILDING, TYPICAL OF 10. PROJECT PARTIAL FOUNDATION PLAN 1/4. - 1._O. _.. _..._..— NORTH B' CONT. CMU BOND T.O. MAS. BEAM w/ (2)-/4 BARS 8' CMU w/ /5 VERf. BARS AT 3Yo/c, 9 GAGE GAV. RORIZ. GROUTED SOLID UDDER REINFORCING AT 16'o/c DEMO. d REPLACE 7/2" PEJ ASPHALT AS REVO CONIC. SLAB FOR NEW WORK, Ty Ir (0'-0j \ \ ` 4 BARS AT 12'o/a EA W \�\ WAY AT CENTER Of STAB y5 DOWELS AT 32'0/c POROUS FILL COMPACT STRUCT, FILL (PROVIDE AS REO'D.) TO 95% DRY DENSITY IN ACCORDANCE TO ASTM D69B, TYP. Lam- CONC. FIG., REFER TO PLAN LE END ABBREVIATIONS (6T WURAL SHEES ONLY) AP APPROXIMATE F.V. FIELD VERIFY ARCHITECTURAL GALV. GALVANIZED BO BOTTOM HORIZ. HORIZONTAL B. BOTTOM OF INT, INTERIOR B BEARING MAS. MASONRY Q CENTERLINE MAX. MAXIMUM CM CONCRETE MASONRY UNIT MIN. MINIMUM CO COLUMN o/c ON CENTER CO CONCRETE OPNG, OPENING GO CONTINUOUS PEJ PREMOLDED EXPANSION JOINT CoD. COORDINATE R PLATE .IX- / DIAMETER REINF. REINFORCED/REINFORCING DE DEMOLISH/DEMOLITION REO'D. REQUIRED DA . DIAGONAL SUM, SIMILAR D DRAWINGS S.J. SAWED JOINT EA. EACH STIFF. STIFFENER EL ELEVATION STL STEEL EM O EMBEDDED/EMBEDMENT STRUCT, STRUCTURE/STRUCTURAL EQ. EQUAL THK. THICK DI EXISTING T.O. TOP OF EXT EXTERIOR TYR. TYPICAL FIN FINISH U.O.N. UNLESS OTHERWISE NOTED FL FLOOR VERT. VERTICAL FN . FOUNDATION W/ WITH FTG FOOTING WWF WELDED WIRE FABRIC CONIC. SLAB EXIST. ASPHALT a /4 BARS AT 12'o/c EA WAY AT CENTER OF SUB POROUS FILL COMPACT SIRUCT. FILL (PROIDE AS REO'D.) TO 95% DRY DENSITY IN ACCORDANCE TO ASTM D698, TYR. 3' CLR.L­}�I_ SECTION �i�" 1 SECTION 2 3/4' = 1'-0" S1 S1 3/4' - 1'-0' S1 S SR. BOLLARD 8'0 STD. PIPE BOLLARD FILL ALL REINF, VERTICAL REINF., REFER 3' CLR. CONT. FIG. REINF. STD ACI 90 FILLED 1V/ CONC. CELLS SOUD W/ [TO FNDN. PLAN &/OR MR. HOOK I PAVEMENT, REPLACE AS GROUT (TYP.) REINF. SCHED. (TYP.) REO'D. FOR BOLLARD;'j FNDN. INSTALLATION Fr_ 1B"&48' LONG CONCRETE BASE WITH 6.6-W2.9xW2.9 TIE BARS • •'- WWF AROUND PIPE DETAIL DETAIL AT MUTE. NOT SHOWN. AT TYPICAL DETAIL AT FOOTING CORNER INTERSECTION CORNERS AND INTERSECTIONS TYPICAL BOLLARD DETAIL TYPICAL WALL REINFORCING DETAILS NOT TO SCALE NOT TO SCALE NOT TO SCALE FOUNDATION NOTES: 1. TOP OF EXISTING EXTERIOR SLAB ELEVATION EQUALS REFERENCE ELEVATION D'-0'. ALL ELEVATIONS ARE BASED UPON THIS REFERENCE ELEVATION. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO PREVENT STORMWATER FROM ENTERING FOUNDATION EXCAVATONS, CONCRETE FOR FOUNDATIONS SHALL NOT BE PLACED ON SOT, SATURATED SOIL. 3. ALL STRUCTURAL FILL USED TO BACKFILL FOUNDATIONS SHALL BE SP OR SM MATERIAL AND COMPACTED IN 6' LIFTS TO A DRY DENSITY OF 55% AS PER ASTM D698. GENERAL NOTES: 1. ALL ITEMS SHOWN ON THIS DRAWING ARE NEW CONSTRUCTION, UNLESS OTHERWISE NOTED AS EXISTING. ALL EXISTING ITEMS AND DIMENSIONS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING CONSTRUCTION. 2. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS PRIOR TO STARTING CONSTRUCTION AND ANY DISCREPANCY SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT. 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY 10 FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 4. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, ANCHORS, CHASES, INSERTS, HANGERS, HOLES, ETC. TO BE PLACED IN THE STRUCTURAL WORK. 5. THE STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2006 EDITION OF THE INTERNATIONAL BUILDING CODE (IBC). THE FOLLOWING LOADS IN ADDITION TO THE LOADS OF THE PERMANENT MATERIALS AND CONSTRUCTION, WERE USED: GROUND SNOW LOAD ...........................40 PSF WIND SPEED ................................ 90 MPH IMPORTANCE CATEGORY .........................1.00 EXPOSURE CATEGORY ...........................8 FROST DEPTH . ............................. .48' B. CONTRACTOR SHALL PROTECT EXISTING BUILDING ELEMENTS TO REMAIN. ANY DAMAGE DONE SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER, CAST IN PLACE CONCRETE NOTES: 1. CAST -IN -PLACE CONCRETE FOR THIS STRUCTURE IIAS BEEN DESIGNED IN ACCORDANCE WITH THE AAERICAN CONCRETE INSTITUTE (ACI) 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AND COMMENTARY ACI 31B-02 AND ACI 31BR-02. 2. CONCRETE SHALL BE NORMAL WEIGHT AND SHALL OBTAIN 28 DAY COMPRESSIVE STRENGTH OF 4DDO PSI FOR SLABS AND 3,000 PSF FOR FOOTINGS. ALL EXTERIOR SLAB CONCRETE SHALL BE AIR ENTRAINED WITH 3.5% TO 6.5% AIR, 3. REINFORCING MATERIALS SHALL BE AS FOLLOWS; A) REINFORCING BARS - ASTM A615, GRADE 60, DEFORMED, B) WELDED WIRE FABRIC - ASTM A185, WELDED STEEL WIRE FABRIC. PROVIDE SHEET TYPE, ROLL TYPE NOT ACCEPTABLE, 4. ALL REINFORCING STEEL AND EMBEDDED ITEMS SUCH AS ANCHOR BOLTS AND WELD PLATES SHALL BE ACCURATELY PLACED IN THE POSITIONS SHOWN AND ADEQUATELY TIED AND SUPPORTED BEFORE CONCRETE IS PLACED TO PREVENT DISPLACEMENT BEYOND PERMITTED TOLERANCES. 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL AS INDICATED ON THE DRAWINGS SHALL GOVERN WHEN IN CONFLICT WITH ACI 318-02. MASONRY NOTES: 1. ALL MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI 53D, 'BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES' AND ACI 530.1, 'SPECIFICATIONS FOR MASONRY STRUCTURES.' 2. ALL CONCRETE MASONRY UNITS SHALL BE IN ACCORDANCE WITH ASTM C-91) 'SPECIFICATIONS FOR HOLLOW LOAD -BEARING UNITS' AND SHALL HAVE A 28-DAY COMPRESSIVE STRENGTH OF F'M = 1500 PSI. 3. ALL MORTAR FOR USE IN ENGINEERED MASONRY BEARING WALLS SHALL BE IN ACCORDANCE WITH ASTM C-270 TYPE 'S' MORTAR ALL MASONRY GROUT SWILL BE IN ACCORDANCE WITH ASTM C476 AND SHALL OBTAIN A 28-DAY COMPRESSIVE STRENGTH OF 3000 PSI. 4. PROVIDE DOWELS OUT OF FOOTING AT ALL EIRERIOR AND LOAD -BEARING 48 BAR DIAMETERS WITH VERTICAL MASONRY REINFORCING, NUMBER, SIZE AND SPACING OF DOWELS SHALL MATCH WALL REINFORCING. DOWELS SHALL BE WIRE TIED AND NOT PUSHED INTO WET CONCRETE. 5. ALL REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A815, GRADE BD DEFORMED BARS. CENTER REINFORCING BARS IN BLOCK CELLS UNLESS OTHERWISE NOTED, 6. THE MASONRY CONTRACTOR SHALL BUILD, REINFORCE, AND GROUT THE WALLS IN NO GREATER THAN 4'-D' UFTS, VIBRATING GROUT IMMEDIATELY AFTER EACH LIFT. 7. LAP AL REINFORCING 48 BAR DIAMETERS MINIMUM AT SPLICES. FULLY GROUT AL REINFORCED CELLS B. DIMENSIONS SHOWN FOR CMU WALLS ARE NOMINAL BLOCK. HOLD DIMENSIONS TO OUTSIDE FACE OF CMU. 9. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 192 BAR DIAMETERS OF THE REINFORCEMENT. RECEIVED PROJECT KEY PLAN �J NOT To SCALE NORTH SEP 0 6 2011 idington a i W Q W RMM ARCHITECT6, PC 1317 FEXewtlro 81`4 Sift 200 Ch— VA 23320 Krim;1u 9F)822-M a Tenant Street Address Suite Number City State ZipCode Shaw's 570 Shelburne Street #1 South Burlington VT 05401 Needleman's Bridal Salon 570 Shelburne Street #2 South Burlington VT 05401 Vacant Former Big Picture Framing 570 Shelburne Street #3 South Burlington VT 05401 Vacant Former CardSmart 570 Shelburne Street #4 South Burlington VT 05401 Nail & Spa 570 Shelburne Street #5 South Burlington VT 05401 H&R Block 570 Shelburne Street #6 South Burlington VT 05401 Mama Mia's Pizzeria 570 Shelburne Street #7 South Burlington VT 05401 Vacant (Former Chinese Restaurant) 570 Shelburne Street #8 South Burlington VT 05401 Starbuck's Training Center 580 Shelburne Street #9 South Burlington VT 05401 Starbuck's 580 Shelburne Street #10 South Burlington VT 05401 Subway 580 Shelburne Street #11 South Burlington VT 05401 SuperCuts 580 Shelburne Street #12 South Burlington VT 05401 RadioShack 580 Shelburne Street #13 South Burlington VT 05401 Blockbuster 580 Shelburne Street #14 South Burlington VT 05401 Building Comments Back Back Soon to be Dollar Tree Back Soon to be combined with space 2 Back Soon to be combined with space 2 Back Soon to be combined with space 2 Back Back Back Soon to be Ambiance Nail @ Spa Front Front Front Under construction, former Tommy's Grill Front Front Front Expected to vacate � ►�� �� (S Vim % 7G - 5x5( ACADIA _ er The Gateway /p e South Burlington, VT ADDRESS: 1-189 at U.S. Route 7, South Burlington, VT 05401 LOCATION: The Gateway is located on the northeast corner of Shelburne Street and Interstate 189 in South Burlington, Vermont. Shelburne Street is a heavily trafficked retail artery with direct commuter access into greater Burlington, and is part of the Burlington MSA. TYPE: Community Shopping Center V GLA: 100,671t sf PARKING: 486 cars (} ANCHOR TENANTS: Shaw's Supermarket 72,000 sf Blockbuster 5,054 sf Radio Shack 3 026 sf DEMOGRAPHICS: 1 mile .............. .............................................................................................................. _........................................ 3 miles _.... _........................................ _...... 5 miles Total Population 7,536 .............................................................................................................................................................................................................................. 45,990 69,036 I .................... \� Number of Households 3,320 19,115 27,944 v` Average Household Income $76,902 $54,003 $55,060 .............................................................................................................................................................................................................................................................._ Median Household Income$47,517............. ...................................................................................... . _$35,,139........................$37,547 PROPERTY SUMMARY: The Gateway is a well -located community shopping center that has recently undergone This features Shaw's Supermarket a major redevelopment. center a new among other quality national regional retailers. �v ACADIA REALTY TRUST Leasing Information 1311 Mamaroneck Avenue, Suite 260 1.800.227.5570 White Plains, NY 10605 Susan Sievers 1.800.227.5570 Senior Leasing Representative ACADIA REALTY TRUST w w M J J W 0_ W O SHELBURNE STREET (U.S. ROUTE 7) N C Y 9 = 15 d � U M Q 10 o Y Ir Q CD CY) 1112 13 14 °' 00 The Gateway South Burlington, VT Shaw's Supermarket 72,000 2. Available 3,647 3. Available 1,998 4. Cardsmart 1,998 5. Nail Spa 1,998 6. Available 1,998 7. Available 1,499 8. Chinese Restaurant 1,499 9. Available 500 10. Starbucks 1,500 11. Sage Coach Restaurant 1,516 12. Available 1,527 13. Radio Shack 31026 14. Blockbuster 5,054 15. Available 1,018 2 89 BURLINGTON N 116 THE GATEWAY f�1 189 89 7 SOUTH BURLINGTON This plan is for informational purposes only and no representations are being made as to the current or future space configuration or tenant make-up or mix. Current conditions must be independently confirmed by each merchant (tenant) or licensee. 5/04 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 30, 2005 Joelle DeAngelo Acadia Realty Trust 1311 Mamaroneck Avenue, Ste 260 White Plains, NY 10605 Re: Release Landscaping Bond #103647729 Dear Ms. DeAngelo: Please be advised that the City hereby releases you of the obligation to maintain landscaping bond #103647729 for your property at 570-580 Shelburne Road. If you have any questions, please feel free to contact me. XoadJ. Belair Administrative Officer Page 1 of'] Ray Belair From: Joelle Deangelo Doelled@AcadiaRealty.com] Sent: Tuesday, August 30, 2005 12:26 PM To: rbelair@sburl.com Cc: Dave Bourgery; Joseph Hogan; Laurie Rivera Subject: Landscaping Bond - The Gateway Mall Hi Ray Per our conversation please find my contact information for correspondence for Bond #103647729. As discussed you advised that you will be inspecting the landscaping at our property located at 516 Shelburne Road, South Burlington VT and advise me of any situation that needs to be rectified in order for our bond to be released. Please feel free to contact me if you require additional information. Thank you. Joelle DeAngelo Acadia Realty Trust 131 1 Mamaroneck Ave., Suite 260 White Plains, NY 10605 914-288-8157 direct 914-428-4567 fax Attention: This e-mail is privileged and confidential. If you are not the intended recipient please delete the message and notify the sender. Any views or opinions presented are solely those of the author. 8/30/2005 Bond No. 103647729 LANDSCAPING BOND KNOW ALL MEN BY THESE PRESENTS: that we, ACADIA HEATHCOTE, LLC., as Principal, and TRAVELERS CASUALTY & SURETY COMPANY OF AMERICA, as Surety, are jointly and severally held and firmly bound unto CITY OF SOUTH .BURLINGTON, Obligee, in the sum of SEVENTY SEVEN THOUSAND FIVE HUNDRED --------------- 00/100 Dollars ($77,500.00), lawful money of the United States of America for the payment of which we jointly and severally bind ourselves, our heirs, administrators, executors, successors and assigns, firmly by these presents. Sealed with our seals and dated this 30tb day of August, 2001. Whereas, the above bounden Principal has entered into an agreement with City of Burlington, VT to provide landscaping improvements in accordance with plat #SD-01-45, 516 Shelburne Road, C1 and C.O. Districts. NOW, THEREFORE, the condition of the above obligation is such that if the above bounden Principal shall well, fully and faithfully construct, install and complete said improvements for a period of three years from the date of issuance of the zoning permit, then the above obligation shall be null and void: otherwise to remain in full force and effect. ATTEST: (:e;resa Bassett ACADI ATHCOTE, LLC. By: Ac dia ealty Limited Partnership, its sole member By: A dia ealty Trust, its General Partner BY: �la24 TY & SURETY COMPANY - BYJy1d .�. 1_1� �7hn R. Waite, Attorney in Fact o D Fidelity and Deposit Company of Mares M Home Office: P.O. Box 1227, Baltimore, MD 21203-1227 License and/or Permit Bond Bor KNOW ALL MEN BY THESE PRESENTS: Thatwe, Wright & Morrissey, Inc. P.O. Box 421, Burlington, Vermont 05402 as Principal, and FIDELITY AND DEPOSIT COMPANY OF MARYLAND, incorporated under the laws of the State of Maryland, with principal office in Baltimore, Maryland, as Surety, are held and firmly bound unto City of South Burlington South Burlington, Vermont 05403 as Obligee, in penal sum of 14, 000) Fourteen Thousand & 00/ 100---------------- ------Dollars, lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, s. executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. ! WHEREAS, the above bounden Principal has obtained or is about to obtain from the said Obligee a license of for Landscapinp- Bond for__plantings on the _Mall side of thp,Berm. opposite the block checked below: 12 Beginningthe 24th ending the 24th ❑ Continuous, beginning the of April day of Ap r i 1 ; and the term of of 2002 2005 ;erase or permit is as indicated dyPt s O B�//z �C WHEREAS, the Principal is required bylaw to file with the City of South Burlington a bond for the above indicated term and conditioned as hereinafter set forth NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, That if the above bounden Principal as such licensee or permittee shall indemnify said Obligee against all loss, costs, expenses or damage to it caused by said Principal's non-compliance with or breach of any laws, statutes, ordinances, rules or regulations pertaining to such license or permit issued to the Principal, which said breach or non-compliance shall occur during the term of this bond, then this obligation shall be void, otherwise to remain in fill force and effect. PROVIDED, that if this bond is for a fixed term, it may be continued by Certificate executed by the Surety hereon; and PROVIDED FURTHER, that regardless of the number of years this bond shall continue or be continued in force and of the number of premiums that shall be payable or paid the Surety shall not be liable hereunder for a larger amount, in the aggregate, than the amount of this bond, and PROVIDED FURTHER, that if this is a continuous bond and the Surety shall so elect, this bond maybe cancelled by the Surety as to subsequent liability by giving thirty (30) days notice in writing to said Obligee. Signed, sealed and dated the 24th day of Ap r i 1 Wright & Morrissey, Inc. ✓+_ePh,cn T. Tl:.^..iiu'. 1+- V.D. By —� FIDELITY AND DEPOSIT _ MPANY OF 2002 Principal 9 LPM9000OZZ080if ${e(nda Schill , Attorney -in -Fact Power of Attorney FIDELITY AND DEPOSIT COMPANY OF MARYLAND HOME OFFICE: 3910 KESWICK ROAD, BALTIMORE, MD 21211 KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of Maryland, by PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By -Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, constitute and appoint Scott F. BOARDMAN, Paul E. PLUNKETT, D. ichael BOA MAN, I. Munn BOARDMAN, III, Richard S. SMITH and Brenda SCHILL, all of Burlington, Ver EACH�e and lawful agent and Attorney -in -Fact, to make, execute, seal and deliver, for, and on its behalf as s d as its d deed: any and all bonds and undertakings and the execution of such bonds or undertakings in pu of thes nts, shall be as binding upon said Company, as fully and amply, to all intents and purposes, as if th been d cuted and acknowledged by the regularly elected officers of the Company at its office in Baltimore in their roper persons. This power of attorney revokes that issued on behalf of Scott F. BOARDMAN, P UNKET Michael BOARDMAN, I. Munn BOARDMAN, III, Richard S. SMITH, and Brenda SHILL, dated r 24, 20 The said Assistant Secretary does hereby ce at the ext set forth on the reverse side hereof is a true copy of Article VI, Section 2, of the By -Laws of said Company now in f �_ IN WITNESS WHEREOF, the sai -Preside Assistant Secretary have hereunto subscribed their names and affixed the Corporate Seal of the 4414 IDELI D DEPOSIT COMPANY OF MARYLAND, this 27th day of November, A.D. 2001. 0 ATTEST: O� FIDELITY AND DEPOSIT COMPANY OF MARYLAND 'gyp 9EPps�, �� o IZ10 T r By: T. E. Smith Assistant Secretary Paul C. Rogers Vice President State of Maryland County of Harford ss: On this 27th day of November, A.D. 2001, before the subscriber, a Notary Public of the State of Maryland, duly commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written. A. TRD a NpTARY PUBLIC c �9FoflD co Patricia A. Tromberri ivotaryPubitc My Commission Expires: October 9, 2002 POA-F 063-8076A EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND "Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice -President, or any of the Senior Vice -Presidents or Vice -Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice -Presidents, Assistant Vice -Presidents and Attorneys -in -Fact as the business of the Company may require, or to authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations, policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages .... and to affix the seal of the Company thereto." CERTIFICATE I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and I do further certify that the Vice -President who executed the said Power of Attorney was one of the additional Vice -Presidents specially authorized by the Board of Directors to appoint any Attorney -in -Fact as provided in Article VI, Section 2, of the By -Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 10th day of May, 1990. RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically reproduced signature of any Vice -President, Secretary, or Assistant Secretary of the Company, whether made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon the Company with the same force and effect as though manually affixed." IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company, this 24th day of April 1 2002 Assistant Secretary Farrell & Morrissey Development Company, Inc. PO Box 421, Burlington, VT 05402 Memo To: Ray Belair, Zoning Administrator From: Eric Farrell CC: Dan Morrissey Date: 2/13/02 Re: O"Dell Parkway PUD This is to confirm the status of the outstanding materials you require before you issue a building permit for the each of the four 40-unit apartment buildings within our project. • Legal documents (Offers of Dedication, etc) - These have been fully executed and delivered to the City Attorney's office • Building Permit Applications (each building) - Enclosed • Permit and Impact Fees ($101,180.80 per building) — Check enclosed • 911 Street Addresses — Schedule enclosed • Various Construction Bonds - Enclosed o Landscaping ($132,875) o Street Landscaping ($31,650) o Recreation Path ($5,000) o Street Opening ($718,342) Please note that the Landscaping bond amount ($132,875) includes the berm to be constructed along Gateway Mall's easterly boundary line (in common with us), which we will construct and be responsible for as a part of our project. Accordingly, you should return any bond that you may have required the Mall to provide for this same work. Also, please note that the Street Opening bond amount ($718,342) includes the westerly portion of the new street extension along Gateway Mall's northerly boundary line (in common with us), which we will construct and be responsible for as a part of our project. Accordingly, you should return any bond that you may have required the Mall to provide for this same work. CITY OF SOUTH BURL,INGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April I, 2002 Joe Hogan Acadia Realty Trust zo Soundview Marketplace Port Washington, NY iio5o Re: Street Connection Bond Dear Mr. Hogan: Enclosed, please find the bond you provided the City for the upgrading of Farrell Street from Shelburne Road to the northeast corner of your property. The street bond provided to us by Wright & Morrissey, Inc. covers your portion of the street. If you have any questions, please let me know. Sincerely,. Raymond J. Belair Administrative Officer Encl./td Memo To: Ray Belair, Zoning Administrator— City of South Burlington From: Eric Farrell CC: Joe Hogan, Acadia Realty Trust Date: 5/29/2002 Re: O'Dell Parkway PUD Gateway Mall asked me to ask you to acknowledge and confirm the following in writing: • F&M Development Company, LLC is constructing and shall be responsible for the berm, berm fence and berm plantings as depicted on the Mall's approved plans (which are now consistent with our approved plans for the berm.) F&M has provided the City with a separate ($14,000) landscaping bond to cover the work on the berm that lies on the Mall's property. • F&M Development Company, LLC is constructing and shall be responsible for the entire extension of Farrell Street through to Shelburne Road, including the westerly section which is a condition of the Mall's permit. We have provided the City with all of the required bonds for such work. In light of the above, the Mall requests that any bonds it provided to cover the same work be released by the City. Please call me if you have any questions. Many thanks, Ray. State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective June 19, 2003 Case Number: WW-4-1611-2 PIN: EJ01-0302 Landowner: Acadia Realty Trust c/o Joe Hogan 20 Soundview Marketplace Port Washington NY 11050 This permit affects property referenced in deeds recorded in Book 375 Page 639 of the South Burlington, Vermont land records. This project, consisting of amending Permit #WW-4-1611-1 to change the occupancy of the two buildings within the Gateway Shopping Center to include the addition of a restaurant identified as Mama Mia's Pizzeria with 50 seats serving two meals per day and a future restaurant with 44 seats serving three meals per day served by municipal water and wastewater services located on Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. Ce �1W7\1 This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, the Department of Labor & Industry — telephone (802) 828-2106 or (802) 879-2300, the Department of Health — telephone (802) 863-7221, and local officials prior to proceeding with this project. 2. The occupancy of the Gateway Shopping Center shall be the Shaw's Supermarket with a 25 seat restaurant; Starbucks restaurant with 20 seats serving two meals per day; six retail stores; the Golden Star Chinese restaurant with 15 seats serving two meals per day; Tommy's Grill restaurant with 25 seats serving three meals per day; Supercuts Hairdressers with five chairs and five operators; Mama Mia's Pizzeria with 50 seats serving two meals per day; and a future 44 seat restaurant serving three meals per day. 3. The project shall not deviate from this Permit in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location or the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. l Wastewater System and Potable Water Supply Permit WW-4-1611-2 Acadia Realty Trust Page 2 5. All conditions set forth in Permits #WW-4-1611 and #WW-4-1611-1 shall remain in effect except as modified or amended herein. 6. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 7. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 8. A copy of this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. Dated at Essex Junction, Vermont on April 22, 2005. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board O'Leary -Burke Civil Associates, PLC Department of Labor & Industry Department of Health — Food & Lodging Licenses r- Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation State Geologist RELAY SERVICES FOR HEARING IMPAIRED 1-800-253-0191 TDD>VOICE 1-800-253-0195 VOICE>TDD March 28, 2005 Acadia Realty Trust c/o Joe Hogan 20 Soundview Marketplcace Port Washington NY 11050 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-1611-2, Mall 189 Gateway addition of a restaurnat with 50 seats, 2 meals a day and a future restaurant with 44 seats located on the Shelburne Road, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on March 23, 2005, including a fee of $50.00 paid by check #4002. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission O'Leary -Burke Civil Associates Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury l CITY OF SOUTH BURLINGTON DEPARTMENT OF FLANN�NG & ZONING 575 DORSET STREET SOUTH BURLINGTOI'i, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 16, 2005 Acadia Realty Trust Attn: David c/o Walnut Hills Plaza 1500 Diamond Hill Road Woonsocket, RI 02895 Re: Sign Violation — Gateway Shopping Center Dear David: This is to confirm the fact that your tenants at the Gateway Shopping Center with the exception of H&R Block, have not obtained sign permits to place their sign on your free-standing pylon sign. The City Sign Ordinance, which is available online at www.sburi.com, requires that sign permits be obtained prior to installation of any sign. Additionally, six (6) of the tenants have been sent Warning Notices for illegally displaying A -frame signs on the sidewalk in front of their businesses. Copies of these Warning Notices are enclosed for your records. Thank you again for your assistance in this matter. Sincerel R y on J. Belair Administrative Officer DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 17, 2005 Mark Needleman 38 North Main Street Saint Albans, VT 05478 Re: Minutes — Shelburne Road Store Dear Mr. Needleman: Enclosed, please find a copy of the minutes from the February 1, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, W�t 0 � �-#rujt/L' Betsy McDonough Administrative Assistant Encl. DEVELOPMENT REVIEW BOARD 1 FEBRUARY 2005 No issues were raised with either item. Mr. Boucher moved to approve the Consent Agenda as presented. Ms. Quimby seconded. Motion passed unanimously. Public Hearing: Final Plat Application #SD-04-91 of Needleman's, Inc., to amend a previously approved planned unit development consisting of a 107,254 sq. ft. shopping center in two buildings. The amendment consists of adding 580 sq. ft. of mezzanine space for a total of 107,834 sq. ft. for both buildings, 570 Shelburne Road: It was noted that the property is next to Shaws at the Gateway Plaza. Mr. Dinklage noted the applicant is asking for a total 53 parking space waiver. He asked if there is any problem with parking today. The applicant said there is not. Mr. Belair said staff had no problem with the request; since it involves an additional 3 parking spaces being waived. Mr. Boucher moved to approve Final Plat Application #SD-04-91 of Needleman's, Inc. subject to the stipulations in the draft motion. Ms. Quimby seconded. Motion passed unanimously. 5. Continued sketch plan application #SD-04-84 of Charles & Patricia Shea to subdivide a 9.14 acre lot developed with a single family dwelling into four lots ranging in size from 0.6 acres to 7.1 acres, 680 Nowland Farm Road: Mr. Dinklage noted that one of the main issues is a 200 foot setback to provide for a road that doesn't have to be as wide as Nowland Farm Road. Mr. Belair said there is also the question of whether to combine curb cuts for lots 1 & 2. He noted that other nearby development have combined curb cuts. Mr. Llewellyn said they have shown the 200 foot setback and have lengthened lot B. There is also a 50-foot wetland buffer. They do not show the combined curb cuts as Mr. Shea would like to keep his own curb cut. Mr. Belair noted the wetland is a Class 3 which allows for encroachment. Mr. Kupferman said he would feel better if the drive lined up with the one across the road. Mr. Belair felt this is not an issue as they are far enough apart. Members agreed they wanted the curb cuts combined. Mr. Shea asked why. Mr. Dinklage said it is a safety issue and is also good municipal planning consistent with city policy. -2- 11-29-04 02:18pm Frcrr-ACADIA P�MY TRUST 5167678834 T-462 P.002/003 F-195 r FROM Czxy , of go. a Ft3X K7. 2 ZeI2 646 4106 Mw. rJ 20frJ4 01:81� P1 Permit Numb= SD• V ciTy of souTH BURLINGTON APpL,ICAT ON FOR FIN.A1. SIJBINVrSTON PLAT P-F_VIEW All informaide" reclusstod on this upplscaticm must be completed in fu L Failure to wovide the requested ix3fcsrZu)lio0 cithm on this application. &= or on The plans will result in yow appli"dw Wag rejected a delay M the revlewF bsfote dw DevelWM011t Ravi. $OX& ) ov rXER OF RFC.ORD (Nano *3 shown an dwd, raaMug add7rfts; houo *DO t'M l!) LOCA-HOIti OF LAST RECORDED DEED (Book and page 3) "Pr.,iiac (Nemec, mxik�ag addraa, �he t 5o�a°.5 7t- `l t Z. -- Z ) 4) CONT kCT PERSON (Nai e, enaMttg 2ddress, phmae_ %Lud fax #) s) pROJEcr STr.=T ADDRns ? ,o 6) TAX PARCEL ID # (ma be obtaiucd at Asse mor's OMes) 13 2--7 LI 7) DETAU" PRC't.SCT .DESGRIMO;Y a) Es.iying amm cmi Prope rW 4incinding JvFmiption and ilzes of each tv-parate u =) Rc 11-� AFL ta) F^mpose s on pr L/ - - include dcsaripticm dmd sii= of each imw toe and ug ua m C) Total building (PmPr-ed buildiag, =d CKL%dng buildings to remain) d)13eigist of buildiaB� number of doors (propa3eci buiidizzgr cad existing buildviss to Tema* cpecif}+ if basement cad "Mananint) e•) Wmnber ofresideimal units (if 4pplicable. new units and eAL"ing unit& W re=aiaj %"'�7:+tt•Fe♦7c Np 7fi71 0�' — Prom cw�orpt Ca t� W O:S® �IGr' 6z 'hill 'ON XtU SNHWLMaWN: WON 11-29-04 02:18pm Frarr-ACADIA RE4 M 'RUST 5IE7678834 T-4E2 P 003/003 F- 95 I i 16) PLAINS AND FEE Plat plium shall be tubrniaad which shows ibe infunuAtian lictzd an EAfiibit A mod. Pi ne (s) mgular sizo copits anac"- »ducad copy (11" v 17") of tha pLM sitars be snbmiav A snbdivisim application fee shall be paid -o tom. Cif as she time of submiidnir the f=l plat applicasiox (too Exhibit A). I Lm%by egrti#y beat 4li the hlfo rlaatiob requested of part of this application .hies been sabmittcd slid is at tinge to the beet afmy 104wledge. A 1 OL Do Dot write below ibis DAZE OF SUBMISSION: b I hsvc revicvmd thin preliminary plat appIkocim tied fad it to be 7�a 4 7d Wd3G:ET MOE EZ ""ICN 'ON AJA SNI tJ�Bla—Z3N= WW. FFOPI : City of 50. H ( FqX HO. : 1 802 84G 4106 � No.:. 29 2004 O1:01PM P2 1) Number of employees &. compEtny vehicles (existing and proposed, noi,� otlice versus non -office employees) 1 e:3 e t i ,j 3 (> r- ` f V e-- g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable.) h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. S) WETLAND INFORMATION a) Are there any wetlands (Class I, 11, or tit) on the subject property? b)1f yes, is the proposed deveippment encroaching into any of these wetlands or their associated SO' buffers? \ c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the Cit_y's Wetlands Map. 2, response to the criteria outlined in Section 12.02(F) of the Land Development Regulations (applicant is strongly encouraged to 'have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information TMUST be provided here, even if no change is proposed) a) Size of Parcel: Z b) Building Coverage: Existing 4� square feet % Proposed -5'60 square feet 0/0 c) Overall Coverage (building, parking, outside storage, etc): Existing square feet_ % Proposed square feet ° a N FFOM : City of So. B ( FqX NO. : 1 602 846 4106 d) Front Yard Coverage(s) (commercial projects only). Existing square feet % Proposed square feet ____ % 10) WAIVERS REQUESTED ' Nov. 29 2004 01:01PM P3 a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks. height, parking, etc.) that the applicant is seeking 11) COST ESTIMATES a) Building (including interior reno%'ations) S b) Landscaping (see Section 13.06((3) of the Land Development ]regulations) S 7 n_ oo c) Other site improvements (please list with cost) -�_j v �-v 5 /%% ;�.` ; -� 14c opt o S f c L ! 12) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) 1 c) P.M. Peak hour for entire property (In and out) 13) PEAK HOURS OF OPERATION ___ % 0 A-vvL -- 7 io -vv 14) PEAK DAYS OF OPERATION Ti c t._ S a -f` 15) ESTIMATED PROJECT COMPLETION DATE 6 5-1 d 16) ABUTTING LANDOWNERS -- please: list abutting landowner;, including those across any streets. You may attach a separate sheet. 3 MEMORANDUM TO: RAY BELAIR FROM: DANIEL REXFORD SUBJECT: THE GATEWAY SHOPPING CENTER - SHELBURNE ROAD - SOUTH BURLINGTON DATE: DECEMBER 6, 2004 CC: ENCLOSED PLEASE FIND 1 COPY OF THE RECORD DRAWING PLAN FOR THE GATEWAY SHOPPING CENTER PER YOUR REQUEST. IF YOU HAVE ANY QUESTIONS, PLEASE CALL. O'Leary -Burke Civil Associates, PLC 5 Andrew Ave., Suite 5 Essex Jct., VT 05452 802-878-9990 Fax 802-878-9989 .SQ iEE FAAX2I5U CII316-28FATAMW d101 WOfPAOC" i --t U9� V TO DUKLINGTON w6E6rAEv7y une TRUE oftmi- MRAM9 ,eLsalaleo�orcwEs� fslers •„p I . - AlKa v �_ � gvrossr�► _ � Ba1GN'11�IPAbtE21er1 ,-� - - �^,- - <3j - �eEiCC6eGa�✓(�61oC'1dj fAW - �r, ' : - --'.. b- 1 aTA1PQFiY1 _ _ — _ — — oy 6QAA'IfSPA6E.xZ9 \ \ BQIOW f9VPAAW f" A45ATYAWVTf TA% L41 AOIf1 "f PAOWM �olac�IrsfrPwoE 1 ,�. �.� :.n, /• m-cae &W-fcoy r fs fslW 7 AREA OFPARCEL Ar _g7WACRES `� TAX./L4PPARCEL �3S-01->O 570 Sf/ELBURNEROAD ZONED CONACERC/AL f RES/DENT/AL 1S aZ.5» saw f2Xrr 47 3�—D-- 5 ---�— 1..... _ — .. znn o v �6vi;t6o'r MINVAn��� 1 ! mgm Ttl'Itv'a �!7 � i r �4 n <�wr 7 1 - - --4- - r . mo wrxm ar �asr ie may------ ` -r—� - - - - - � •� _ a• .eon. 8 �I _ >K SH IRUR/VER0.40/U.S. /POL/TE7 § s igifE�CEA(/ BOlOtlr fQ6PwliE fs i sT-53, • q ImoNMt�nwln�n F r ire:; <'s srnT-- 6V �rVW OCIR On P1017 Tits. LEGEND t,y PROJEGT DOUNIDAKY — ABUTTING PROPERTY LINE 14, WATER EA5E►ENT LINE UNDERGROUND UTILITY LINE WOOS FENCE CHAIN LINK FENCE • . — — —►-- 11� GUARD RAIL "15TIN6 TREE LINE VLI.MA.MJI J..h./\ 5ANITAKY LINE -- —5 5•- l NATURAL GA5 LINE —---�' .---- ^� DO YEAR FLOOD LIMIT • • • • • . EA5EhENT LINE ---- — — — — — — — -- — STORMWATER LINE 5ETDAGK LIMIT5 — — — - — — W IRON PIPE/RIBAR FOUND 0 ^ CONCRETE MONUMENT ENT FOUR n GAL_GU_ATED POINT j� UTILITY roLE AND GUY WIRE ` HYDKANT TELEPHONE MANHOLE (D . EXI5TING HARDWOOD/SOFTWOOD TKE> LIGHT GATGH 15A51N 5ANITARY MANHOLE 0 TELEPHONE PEDE5TAL m 51GN —o THI5 ALTA/A65M LANE) TITLE SURVEY -- 15 ONE OF TWO 5HEET5. BOTH tJ1C+t.'LLIC./fENT Q� STiI TE Qa' v>,atavr sre•I,to ,a/e nnp SHEETS ARE REQUIRED TO MEET THE TO SIi9 DURNE C.44w twr P2N-'C CWrO STANDARDS OF ALTA/AG5M LAND tAnos aK &MArWOTITLE 5URVEY5- THEREFORE, NEITHER 5HEET GAN STAND ALONE. BOTH 5HEET5 MU5T BE U5ED IN UN15ON TO MAKE TH15 TITLE SURVEY VALID. GRAPHIC SCALE "Of 1".vAlwom I hereby certify that the Information shown hereon Is correct to the best of my knowledge and belief and is based upon a collaboration of pertinent deeds plots, porok and other recorded evidence. This plat was prepared in accordance with and complies with Vermont Statute Title 27,. . . - /_I --.— 1-1 0161111I'l AV?*) �% , F r f� *P 013CA DESIM a1� JOSEPH-- 1L —Ditokm F LY N N JRF a WEECM D"ovia a PRUM MY 0 Fft4L O SM-KN/tnloErT OTLEARY-BURKE ( nfff AeNOCIATFS_ PI.0 REATHCOTE ASS OCIA TES, L.P. f*LBU Wk FeW SO. BU UWWON 7-0e-0+ Aae/ 99064 IXE- 04ALTA __ ti 7VMeleewF4'S'P07xnr'"•.. NOT M rworfanv oa>Icwn1o11r fif all or UNC�m a MAIN 1. Easements and rights set forth and contained In the Warranty Deed from Heathcote 1. This ALTA/ACSM Land Title Survey has been compiled from field surveys and retard evidence including the PARCEL A: A certain ca a of land containing 9.748 sores, situated h the State of Vermont, Pk PQOeI 9 County of Chittanden. City of South Burlington and known as 570 Shelburne Rood, further bounded and Associates to the State of Vermont, dated October 29, 1985 and retarded in Volume 218. Pages 329-332 of the Land Records. following plans and deeds: 1.e. 'Find Plat, OVM Parkway PUD, South Burlington, Vermont , prepared by Chill Engineering Associates, Inc.. dated O° C utility easement granted by . 1989 a Associates to Green Mountain Power Corporation. dated November 28, 1989 and recorded An Volume 288. Pogo 813 of the July 2000. last revised 12-05-01. to be recorded in Volume 495, Pogo 93 of the City of South Burlington Land -Beginning of on Yon pipe marking the northwesterly comer of the land of Heathcote Associates, LP, set Land Records. Records t.b. Records. t' -Laof Heathcote Associates -Property Plot'. prepared by Lamoureux. Stone, and Oleory, doted 8/2/95, n the OOsterly sideline of Shelburne Rood (also known an Route 7); -Thence continuing In and along the northerly property line of Hsathoote Associates, LP. S8555'38'E, (True 3. Easements contained In the Warranty Dead from Heathoote Associates to the State of Vermont, dated October 29, 1986 and recorded in Volume 218. Page 333 of the Land and recorded M Volume 3As pope 112 of the City South Burlington land Records t.c 'Plat of Survey - Seaway Shopping Center Corporation and Thomas A. Forell', prepared by John Marsh. North) a distance of 216.55 feet, to a found 5/8' rebar with a Civil Engineer Associates cap In the line of Heathoote Associates, LP and the southerly sideline of Farrell Street: Records. 4. Easements contained In the Deed tram Burknak Associates to the City of South 231 the Land dated 6/4/81, last revised 10/22/81 and recorded In Vdume 173, pogo 73 of the City of South Burlington Land northerly property _Thence continuing b and dung the southerly sideline of Farrell Street, S85'S4'32'E, a distance of 419.28 9 Burlington. dated April 29. 19W and recorded in Volume 191. Page of Records. Easement Plan recorded on Map Volume 275. Page 101 of the City Land Records. 1.A. rdoudndown Properties -Plan of Land to be acquired from Garden Way Incorporated', prepared by F. G feet.to a met 3/4' iron pipe with L.S. 714 cap; marking the northeasterly corner of the herein described Records. 5. Utility easement granted by c to Green Mountain Purer Koerner, dated November 1985. and recorded in Volume 200. page 18 of the City of South Burlington Land Records. 'Factory Outlet Center - Site Survey Shelburne Road', prepared by F. C. Koerner, dated August 198Z and -Thence fuming the right, in and dung the westerly property line of Lot 6 of New Inc. n/f, -Thlandence Records. The VolAssoume 1 1. of the Land a189 The dated May 25, 1983 and recorded In Vdume 191, Page ed In from the -way turtle Interstate 1 and run 1.e. recorded In Volume 173, page 51 of the City of South Burlington Land Records. Associates cap; S0339'2iW, a distance of 65.02 feet, to a found 5/8' rebar with o CM Engineer Asaocbtea cop; st -Thence turning to the left, In and along the southerly sideline of Lot 6 of New Enterprises, Mc. n r89 an riot -of mil of along theent n thb reads, tenter s 25 along the northbound Iknks of Interstate 189 and then turn and run northwesterly 325 t.f. 'State of Vermont Highway Project Burlington M(5000)1' plans dated 12/13/82, filed in the City of South i S85152'28'E, a distance of 36.47 feet, to a found 5/8' rubor with o Civil Engineer Associates cap, in feet to the existing pole which now serves. the Burtmok building• and the present service line to which Is bunted southerly the Bu binding The phyakd Burlington Land Records 1.9. Shelburne Road Shopping Center, Burlington, Vermont. Antonio B. Pomerleou, Burlington, Vermont', prepared by comer ig the land of Lot 3 of New Enterprises, Inc.; the -Thence -Thence turning to the right, F and long the woaterty sideline of Lot 3 of Ner Fnterprteee, lea turning removed . wilio by the undersigned. 6. tton of thin easement was unoble to be determined y tin Gordon G. Woods Associates. Architects. dated 8-30-67, and recorded in Volume 183, page 606 of the City of SO4'05'27'W, a distance of 322.92 feet, to a found 5/8' rebor with a Civil Engineer Associates cap, Power 6. Utility easement granted co Thomas A_ Farrel to Green Mountain Power Corporation, relltoGr doted June 28, and recorded to Volume 34, Page 80 of the Land Records. Burlington Land Records. of Bulmork Associates and Gorden wa , Inc prepared b in Water District and 1.h. 'Right -of -Way. Property Y Pr'ePar y Champlain marking the northweerteri, property comer of Lot 4 of New Enterprises. Inc- n f; 9 ProP Y Wr / -Thence continuing in and along the westerly sideline of Lot 4 of New Enterprises, Inc. n/f S0356'17'W, a 7. Easements, covenants and restrictions contained in the Warranty Deed from oven Touch Down Properties to Heathcote Associates, dated July 8, 1986 and recorded in dated December 1982. 11 'Sketch Plan. Sheet 2 of 2' prepared by G.E. Bedard. Inc.. Revised March 11. 1905, and fled in slide 175 of the distance of 6.24 feet, to a found 5/8' rebar with a Civil Engineer Associates cap; -Thence deflecting to the right, in and along the westerly sideline of Lot 4 of New Enterprises, Inc. n/f Volume 217, Poge 1 of the Land Records 8. Easements and rights of way depicted or referred to on plan entitled 'The Gateway -- South Burlington Land Records. 1.j 'Final Plat O'Dell Parkway PUD', prepared by Civil Engineering Associates, revised December 5, 20D1 and filed In S46'13'46'W, a distance of 230.97 feet, to a found 5/8' rabor with a Civil Engineer Associates cap; d~ing to the left, in and along the westerly sideline of Lot 4 & 5 of New Enterprises Inc. Route 7, South Burlington, Vermont Site Plan', prepared by O'Leary -Burke Civil Associates, PLC, dated October 21, 1999, last revised August 29, 2001 and recorded In slide 394 of the South Burlington Land Records. 1.k. 'Plat of Boundary Survey Obeli Parkway PUD% prepared by CIA Engineering Associates dated July, 2000 and -Thence SO4'09'35'W, a distance of 117.55 feet, to a found 5/8' tabor with a Civil Engineer Associates cap, Map Volume 495. Page 59 of the Land Records. 9. Easements and rights of way depicted or referred to on plats entitled -Plat of filed In slide 375 of the South Burlington Land Records. I.I. ' Plat of BoundaryAdjustment between New Enterprises, Heothcote. Farrell & McConoughy, prepared by Civil )u erw marking the southwestari,• property comer of Lot 5 of Now Enterprises Inc n/f; and the southeasterly property comer of the lot herein described and in the northerly sideline of the State of Vermont Highway Boundary Adjustment Between Properties of New Enterprises Inc., Heathcote Associates D.M. Farrell & S.H. McConoughy Trustees , prepared by Civil Engineering Associates Inc., Engineering Associates doted October. 1999 and fled in slide 396 of the South Burlington Land Records. t.m. ' Property Plan O'Dell Park PCD' prepared by Civil Engineering Associates dated February, 1993 and filed in Project, Burlington Project M(5000)l Ramp C• -Thence turning to the right. in and along the northerly sideline of the aforesaid Vermont Hkyhway Project and recorded in Map Vdume 495, Page lot of the Land Records. doted October, and Easements and rights of ray depicted a referred to on Plat of Boundary fide 258 of the South Burlington Land Records. prepared y g g 1.n. 'Plat of Boundary Adjustment & Subdivision of O'Dell ParkwayPUD' b Civil Engineering Associates N87'471'51'W, a distance of 17.53 feet, to a found 1' iron pipe with LS 695 cap; -Thence continuing in and along the northerly sideline of the aforesaid Vermont Highway Project g 9 Y Adjustment and Subdivision es O'Dell Parkway em South Burlington, Vermont', prepared Ad by Civil Engineering Associates, Inc., dated November 1999 and recorded in Map Volume revised June 7, 2000 and filed In slide 396 of the South Burlington Land Records. t.o. 'Utility & Grading Plan -West O'Dell Parkway PCD'• prepared by CIA Engineering Associates dated May, 1993 N872426'W, a distance of 372.49 feet, to a found 1' Yon pipe with LS 695 cap; -Thence deflecting to the right, In and along the northerly sideline of the aforesaid Vermont Highway 495. Pogo 104 of the Land Records. 11. Rights and easements conveyed by Heothcote Associates LP. to David M. Farrell and flied In Bode 286 Page 102 of the South Burlington Land Records. - 1.p. 'Land Title Survey, Lot 3 O'Dell Parkway PUD', prepared by Civil Engineering Associates, dated December 26, Project N6744'40'W, a distance of 88.50 feet. to a found 1' Yon pipe with LS 695 cap; -Thence deflecting to the right. In and along the northerly sideline of the aforesaid Vermont Highway and Stewart H. McConoughy. Trustees u/t/o dated Morch 4, 1977. as amended, Thomas A. Farrell, Donor. David M. Farrell, Trustee of the David M. Farrell Trust dated April 5, 2001 and filed in slide 397 of the South Burlington Land Records. Project N4618'57'W, a distance of 51.95 feet, to a concrete monument in the easterly sideline of 1995 and Farrell Corporation, dated December 26. 2001 and recorded In Volume 534, Page 29 of the Land Records 1.q. 'Plan of Property Owned by W.B. and S.M. Mcl(illlp', prepared by F.O. Snclair. dated April, 1915 and fled in Land Records. Shelburne Road, making the southwesterly property comer of the heroin described land; -Thence deflecting to the right. In and along the easterly sideline of Shelburne Rood NO3'47'21'E a 12. utility easement, 10' in width, conveyed by Seaway Shopping Cents, Inc. to Green Bide 69 of the South Burlington Is. 'ALTA/ACSM Land Title Survey% prepared by NorthLand Surveyors PG dated march 5. 2002. distance of 637-56 feet, more or leas, to the point or place of beginning, containing 9.748 acres of land. Mountain Power Corporation, dated July 1972. and recorded in Vdume 109, Page 31 of the South Burlington Land Records 1.e. 'Record Drawing, The Gateway, prepared by O'Leary -Burke Civil Associates PLC, revised June 10. 2OD3. A perpetual easement and other rights. grated Indenture In between Farrell p p 1.t. Warranty Deed of Seaway Shopping Center Corp. to Gorden Way, Inc., Book 175 Pogo 38 and recorded on July Garden Corporation and Thomas A. Farrell, G7mtors and Garden Way Incorporated, Grantee, Co 1, 1981. dated June 30, 1981 and recorded in Volume 168, Page 522 of the South Burlington l.u. Quit Clain Dead of David Farrell & Stewart McConoughy to Heothcote Associates LP.. Book 534 Page 2 and City Land Records• as more specifically defined and modified by Agreement and recorded on December 28. 2001. Addendum to Indenture, dated August 2, 1982 and recorded in Volume 186. Page 112 of 1.v. Quit Claim Deed of Heathcote Associates, LP., to New Enterprises, Ina, Bade 534 Page 8 and recorded an said Land Records. December 28, 2001 and Quit Claim Dead of Bulmork Associates to Heathcote Associates. LP., Book 211 Page 56 14. Utility easement 10' in width to Green Mountain Power Corp. Book 600, Page 614, and recorded on July 2, 1985. 1-w. Quit Claim Deed of New Enterprises. Inc., to Heathcote Associates LP., Book 534 Page 13 and recorded on and recorded on March 18. 2002. 15- Utility easement to Vermopnt Gas Systems Body 522, Page 527 and Book 556. December 28, 2001. Page 297. Both documents recorded an May 24, 2002 I.x. Warranty Deed of Heathoote Associates to the State of Vermont. Book 218 Page 329 and recorded on November 11, 1986. 2 Bearings are based an the plat cited above in note 1.a. which are referenced to True North based on existing monumentation recovered along the easterly sideline of Farrell Street and odor observations taken October 20. 1999 and December 21. 1994. 3. Survey methods employed and the resulting error of closure/precision ratio, meet or exceed minimum precision requirements for Urban Surveys as outlined in, 'Standards for the Practice of Land Surveying". adopted by the Vermont Board of Land Surveyors effective 10/11/99. 4. Improvements shovm hereon were located by a ground survey completed by O'Leary -Burke Civil Associates PLC, on June 10. 2004. 5. Farrell Street has a 60 foot wide right of way. Reference Volume 211, Pages 237-238. The right of way was determined from existing monumentation and the plans entitled -Farrell Street" dated Determiner 6, 1962. Sleets 2-6, and recorded in Volume 197, Pages 85-89 of the City of South Burlington Land Records 6. Shdbume Rood has a 99 foot wide right-of-way determined by existing monumentation and the traveled portion of the road. Recorded in the City of Burlington Land Records Volume 2, Page 749. 7. The descriptions of these lands and the evidence located and existing an the ground were compared and analyzed to conclude a find boundary most indicative of the original intent of the deeds and in harmony with existing physical monumentatan. & There Is on easement to extend and maintain highway dopes and embankments in this area Reference Volume 194, pages 199-201 and State of Vermornt Highway Project Burlington M(5000)1, Sheet 41. 9. Existing underground utility locations were derived from the best ovoiable information Including physical puling of covers, survey located valves, hydrants and other pertinent above ground utilities and a plan entitled, 'Factory Outlet Center Site k Utilities Plan revised: Alternate /3" by Fitzpatrick Llewelyn dated March 1989 and Map Reference 1.s. Additional buried utilities or buried pipelines may or may not exist. 10. Unless stated otherwise hereon. only evidence of easements or structures thereto which are readly parent from a casual above ground views of the promises am shown. 11. The premises shown and described hereon are subject to any existing easements, rights -of -way. restrictive covenants zoning regulations, and/or setback lines whether or not they may be shown on the plot hereon or whether or not recorded in the public records No liability Is assumed by the undersigned for any loss that may be associated with the existence of any easements or restrictions an the use of the property. 12- Unless stated otherwise, governmental jurisdictional areas or negative easements if any, which might affect the use of the premises were not located, therefore not shown hereon. 13. This ALTA/ACSM Land Title Survey Is one of two sheets. Both sheets are required to meet the standards of ALTA/AGSM Land Title Surveys, therefore neither sheet can stand alone. both sheets must be used in unison to make this Title Survey valid. 14. The total number of parking spaces constructed on the property Is 497 regular spaces and 20 handicapped spaces, Zoning requirements state the minimum spaces needed to be 509. This was walled In the 'Decision and Conditions review by the City of South Burlington Development Review Board an February 5. 2002- 15. The property Is served by municipal water and sewer services pursuant to the easements listed above. Gas, electric, and telephone services provided by private utility companies pursuant to easements listed above. 16. The National Flood Insurance Program, Roadway Map for the City of South Budirhgton, Vermont. Community Panel number 500195 0005 B. effective March 16. 1901, indicates that a portion of this parcel Is In the 100-year Flood Boundary as depicted on sheet 2 of 2. 17. There may be additional easements restrictions and/or reservations not shown hereon that may or may not be found in the City of South Burlington Land Records. 1& This project lee within the Commercial 1-Residential 15 district, according to City of South Burfington Land Development Regulations adopted May 12. 2003. The permitted uses for the stated district include but are not limits! to Restaurant. Retail Warehouse. Hotels Retail Food Establishment and Indoor Theaters. TH15 ALTA/AG5M LAND TITLE SURVEY 19. The parcel zoning restrictions an per the City of South Burlington Zoning Regulations ore ors follows: I$ ONE OF TWO SHEETS. BOTH a) Building coverage is 24X with the maximum allowable building coverage being 40X b) The overall coverage is 867. with the maximum overall coverage being 70X This was waved in the 5HEET5 ARE REQUIRED TO MEET THE 'Decision and Conditions review by the City of South Burlington Development Review Board on February 5, 5TANDARD5 OF ALTA/AG5M LAND 2002 TITLE 5URVEY5. THEREFORE. NEITHER c) The front and rear yard setback In30, side yard-10. _y � — y —_ SHEET CAN 5TAND ALONE. DOTH 'I, the undersigned, being a duly licensed and qualified surveyor in and for the State of Vermont, do hereby certify to Heathcote Associates, L.P., Acadia Heathcote, LLC, Fleet National Bank, New York Land Services and Commonwealth Land Tltle Insurance Company it's successors and/or assigns, that I made a survey of the above described land and improvements on the 4th day of June, 2004, and that this survey fully and correctly represents the property owned by Heatheote Associates, LP., known at the Gateway Shopping Center and located at the northeast comer of Shelburne Road and Interstate 189 in South Burlington, Vermont, including all buildings, structures, and improvements thereon. I have shown all easements and rights of way of record furnished to me by the title insurance company or examining attorney, (with referenced recording data) or of which I have knowledge or have been advised, whether or not of record, affecting the property and, unless otherwise shown, the physical evidence and recorded description of such easements conform. All of said buildings, structures, and improvements, including location and dimensions, are correctly depicted and are fully completed, except as shown hereon. I further certify that there are no (i) easements, (u) rights —of —way across said property, (iii) party walls, (iv) encroachments on adjoining property, except as shown hereon; there are no streams, rivers, springs, ponds, lakes, ditches, or drains located or bordering on or running through the subject premises, except as shown; there are no gaps, gores, or overlaps between parcels or roads, highways, streets, or alleys and all parcels which comprise the whole subject premises are contiguous. None of the above —deserted land (except as noted hereon), lies within flood hazard areas in accordance with any maps published by either the Federal Emergency Management Agency, or the U.S. Department of Housing and Urban Development. All public roads, highways, streets, and alleys running adjacent to Or upon the subject premises are shown- all physical evidence of boundary lines and lines of possession or occupancy have been shown and proper notation made where in conflict with the legal description; there are no boundary line discrepancies and no deficiencies in the quantity of the land described in the legal description; the survey was actually made on the ground as per record description furnished by the title insurance company or examining attorney and is true and correct. Also, this certifies that the property contains 9.746 acres, and that there are 497 parking spaces and 20 handicapped spaces on said property. I further certify that this survey complies with (i) the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys as adopted by the American Land Title Association and the American Congress of Surveying and Mapping and includes items 1, 3, 4, 6, 7a, 8-10. tta, do 13-16 of Table A thereof and (ii) the Accuracy Standards (as adopted by the 1999 ALTA and ACSM standards). I further certify that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the Minimum Angle, Distance, and Closure Requirements for Survey Measurements which control land boundaries for ALTA/ACSM Land Title Surveys. >> ✓mil `tilll1;1, `O i JOSEP R. H _ FLYNN No. 714 Dated OBCA O flaano amluro 0 aelreaaY x5m fwr4L O SWrOJ XWEPr OTEARY-BURKE JRFCFECKIED CIVIL ASSOCIATES, PLC HEATHCOTE 7-08- ASSOC/A MS, L.P. K4 SKIT / RICHARD M. DOHERTY, P.E. ,,oE, leeAbG.E�-ra..�'.S l3'e-"'D � $uc�flycro1 595 Dorset Street #6 SHE`T"o•---. of _ SO. BURLINGTON, VERMONT 05'4t:'3 CA.XULATEDBY 1 M =� DATE (802) 660-9212 Fax (902) 660-8403 CHECKED BY. DATE 'T 4 w 3 � wk ,.,._._�` I LV� GL .S �}r�J!� , ! hrTE.� MEE} /•�9?E' . WRu_ . T f 2'd 60b9-099 (a0a) '3'd `P'4JaH0C .W P_-Aey0ta eti:TT SO TO gad RICHARD M. DOHERTY, P.E. .JOB Eel' �"�ed '"` `� B'��,-�IJCc�•I PTO,,/ 595 Dorset Street #6 SHEET NO. SO, BURLINGTON, VERMONT 05403 CALCULATED BY DATF (802) 660-9212 Fax (802) 660-8403 CHECKED BY_ DATE, SCALE j �119 : Nf 10 i l i 40 .SEA 40e, c'y. I3 w.qS. /co'< �rrr�ir e �. r� 4 11-6-4 e.c: sue) ;F L.OeD�P 'jO!5TS �Z_ 4-.4 0 !Cp"0.c� i I. 9 o I%-.e /f e- d / /V E.e� 3 /O' n% S !/v r 71{ PIC -RTY 3561 by irS p C>iVr'�l: t �`C��r o / IDLLI2D4 1 t5igk Sh d l M -1 IPa t di T•d COVO-099 (008) -3-d `R'lJagOa •fig Pjeyo'H eTTcTT SO TO qaj NEEDLEMAN'S BRIDAL BURLNGTON, VERMONT LIGHTWEIGHT STEEL FRAMING DFCFMBFR 8. 2004 LIGHTWEIGHT STEEL FRAMJNTG SHALL COMPLY 1VITH THE FOLLOWING CODES AND REGULATIONS: A. SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL_ STRUCTURAL MEMBERS, AISI,. B. CODE FOR WELDING IN BUILDING CONSTRUCTION C. NATIONAL B�[ 112ING CODE, BOCA 2. ALI, STUDS, JOISTS, STRAPS, CLIPS, ETC. SHALL BE HOT -DIP GALVANIZED. G- 60 (ASTM A525). FASTENERS SHALL BE CORROSION RESISTANT COATED. 3. STEEL FOR STRUCTURAL MEMBERS SHALL HAVE THE FOLLOWING MINIMUM YIELD STRESS: 16 GAGE OR HEAVIER - 50 KSI 18 GAGE OR LIGHTER - 33 KSI STEEL "TRACKS AND RUNNERS SHALL BE OF A GAGE EQUAL TO OR GREATER THAN THE GAGE OF THE STUDS. 4. ALL CONNECTIONS SHALL. BE MADE BY SELF -DRILL LNG SCREWS OR WELDING, SUCH THAT THE CAPACITY OF THE CONNECTION MEETS OR EXCEEDS THE DESIGN' LOADS. TRACKS SHALL BE ATTACHED TO CONCRETE USING POWDER DRIVEN FASTENERS OR DRILLED SLEEVED ANCIIORS. FASTENERS SHALL BE SPACED AT SAME SPACING AS STUDS. FASTENERS SHALL HAVE SHEAR AND PULLOUT CAPACITIES EQUAL TO HILTI DN 27 P08. 5. INSTALLATION REQUIREMENTS, GENERAL: A. BEARING WALL STUDS SHALL BE SEATED SQUARELY AGANST TOP AND BOTTOM RUNNERS. B. TEMPORARY BRACING SHALL BE PROVIDED AND SHALL REMAIN IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED. C. CUTTING OF STEEL FRAMING MEMBERS SHALL BE ACCOMPLISHED BY SAW OR SHEAR TORCH -CUTTING OF LOAD -BEARING MEMBERS IS NOT PERMITTED. D. BRIDGING, DIAGONAL. WIND -BRACING STRAINS AND HORIZONTAL STRAPS SHALL BE AS INDICATED ON THE DRAWING OR AS REQUIRED BY CODES OR STANDARD PRACTICE. 6. ALL LIGHTWEIGHT STEEL STUD WALLS SHALL HAVE HORIZONTAL STIFFENERS, CONSISTING OF CONTINUOUS COLD ROLLED 16 GAGE STEEL E'd E0170-099 (000) '3'd `pgjagoc 'W pJayotd ezT : I T s0 TO qaj ( 1 CITY OF SOUTH BURLINGTON BE, PARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 2, 2005 Marc Needleman Needleman's, Inc. 38 North Main Street Saint Albans, VT 05478 Re: Final Plat Application #SD-04-91 Dear Mr. Needleman: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on February 1, 2005 (effective 2/1/05). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 90 days (must be submitted by 5/2/05) of this approval or this approval is null and void. If you have any questions, please contact me. Sincerely, Betsy McOdnough, AdministraWe Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date- January 25, 2005 \drb\sub\gateway_ctrfinal_amend.doc Plans received: December 3, 2004 NEEDLEMAN'S INC. FINAL PLAT APPLICATION #SD-04-91 Agenda #4 Meeting Date: F bruary 1, 2005 Owners Applicant Heathcote Associates Needleman's Inc. 1311 Mamaroneck Avenue, Suite 260 38 North Main Street White Plains, NY 10605 St. Albans, VT 05428 Property Information Tax Parcel 1540-00570-C C1 District Location Map rf A 0rwip� a °� AA" Q r .k CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Qateway ctr\final amend.doc Needleman's, Inc., hereafter referred to as the applicant, is seeking final plat approval to amend a previously approved planned unit development consisting of a 107,254 square foot shopping center in two (2) buildings. The amendment consists of adding 580 square feet of mezzanine space for a total of 107,834 square feet for both buildings, 570 Shelburne Road. Associate Planner Brian Robertson and Administrative Office Raymond Belair, referred to herein as staff, have reviewed the plans submitted on December 3, 2004 and have the following comments. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. The proposed project is utilizing an existing building and use, so the water supply and water and wastewater demand will remain the same. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. This criterion is not applicable to the proposed project, as major construction work will not be taking place. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will be located in an existing PUD and the applicant has not proposed any alterations to the access points, circulation mechanisms, and/or traffic management strategies. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. This criterion is not applicable to the proposed project. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed project is compatible with existing development in the Gateway Center planned unit development. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\gateway ctr\final amend.doc Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. This criterion is not applicable to the proposed project. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate Fire protection can be provided. The proposed project does not require review by the South Burlington Fire Chief. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. This criterion is not applicable to the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 1. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff believes that the proposed project is consistent with the goals and objectives of the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. The proposed project is entirely within an existing building, so the relationship of the project to the site and surrounding structures is not applicable. The most recent Development Review Board approval for the subject property required that the subject planned unit development contain 536 total parking spaces. However, the applicant was granted a fifty (50) space, 9.33%, waiver, for a total of 486 parking spaces. Pursuant to Table 13-2 of the Land Development Regulations, the proposed addition will require an additional three (3) parking spaces (5/1,000 square feet of GLA). The applicant is not proposing any additional parking spaces. Thus, the total parking waiver for the subject planned unit development will increase to fifty-three (53) parking spaces, or 9.83%. The total parking spaces will remain at 486. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\gateway ctr\final amend.doc 2. Staff recommends that the Development Review Board grant the applicant a fifty-three (53) space, 9. 83%, parking waiver, for a total of 486 parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking for the proposed project is already in existence. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed project is completely within an existing building. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that new utility lines must be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The proposed project does not require any visual interpretation or review of architectural materials. Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The proposed project does not require any visual interpretation or review of architectural materials. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel that any additional access easements are required at this time. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that new utility lines must be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The proposed project does not involve a dumpster. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\gateway ctr\final amend.doc Landscaping and Screening Requirements. The proposed project is completely within an existing building, so additional landscaping is not required. Trafc The original planned unit development was estimated to generate 488 P.M. peak -hour trip ends. Thus the property was grandfathered at that level of traffic generation. The current planned unit development is smaller than the original, so the additional traffic created by amendments is compared to the total traffic budget for the property of 488 P.M. peak -hour trip ends. The proposed addition will bring the total square footage on the subject planned unit development to 107,834 square feet. According to the ITE, 71h Edition (LU: 820), the total planned unit development, with the proposed addition, is estimated to generate 404.4 P.M. peak -hour trip ends. The proposed addition itself is estimated to generate 2.18 P.M. peak -hour trip ends. Staff recommends that the South Burlington Development Review Board approve Final Plat Plan #SD-04-91, conditional upon the numbered items in the "Comments Section" of this document. Respectfully submitted, Brian Robertson, Associate Planner Copy to: Mark Needleman, applicant Z:\Caddwg\1999\99064-S2J-CONSTRUCTION-RECORD DRAWING for south burlington.dwg Mon Dec 06 11:18:49 2004 O'Leary -Burke Civil Associates CIO 1 � izzg cx � ObA �gj gaII� g 0 ^^ll T R A6 AEO y � � / a 2 I n e 1 WATER IABANDOAED I I no - 1 A01 � I I 6• WATER IADAPDONEDI / I I� "'•� 1 w 20 1 Y � � �goa � o r• � I I � 1 � �m " a• WATER UB bl I _•-�— � �� a �> I � JPACC X �v k 1 r AIrdERC1AL 2 um xq i C.000fU71, 145K. 5TOR!tz vo Pu+wHG I = Zf<�-1 - — jf I y I faiQ \ 6 V � � � I � Oi_OCkM1fTER vI0E0 l� V COMME DISTRICT 2 ! • MO1 1 4L Hy�psl zal r OPEN SSPPACE D Cr `� wArgR c I Y T T ISOIJTM INGTOW ® x I 6 rR \ yA] \1IIIII�A ppph '!`f-�1�y z 51 i1�p�[<�A (kLyyy�� P ,ZuV > iQ rj �i1 CCV I�R�11T>CI AV y•rc �N° 1-189 RAMP �� $� a i L 1 r gg gp no 01qgl •'� y � Oy != of ' O p }■ tl y O; i� S _ ❑❑ `.1'1 i1 ('�►� � � � > � � II II � 4 �`fl �1 ;II��a�iR�k 3I��$a$1 Ins �aIg<= f 'I a t' 4 b �� 3� a g i $ 2 eqr. ls,s. !!a,4 ••°.44aS !!4 � Est � � � g n [r] tl A � � � a � � � � � � � � �1 �� g �a ��53 3� •c�i a���§ fia��� a��aa�£ ����61 ss��¢ i � � f � � b i d v y e �¢�� ° aaa S EDaa taaa 4aa m !s!e qsr, se 4i4a § a4 ¢ 4i §rn ! 1 lip ■• o 4 I ss> , � V V y� f CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONT NG 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 28, 2005 Marc Needleman Needleman's Inc. 38 North Main Street Saint Albans, VT 05478 Re: 570 Shelburne Road Dear Mr. Needleman: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, February 1, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Administrative Assistant Encl. PUBLIC HEARING. SOUTH BURLINGTON DEVEL- OPMENT REVIEW BOAR The South Burlington Development Review Board will hold a public hearing at the South Burlington City -ondironat use apptica- HaLL Conference Room, 575 irn 4CU-34-20 of i.4tesiey P. Dorset Street, South Patricia Eldred rnr condition - Burlington, Vermont on aL use approval under February 1, 2005, at 7:30 Section 14.10, Conditional P.M. to consider the follow- Use Review, of the South ing: Burlington Land Development Regulations. 1. Final plat application #SD Request is for permission to 04-91 of Needleman's, Inc., expand the single family to amend a previously dwelling by enclosing a 560 approved planned unit devel- sq ft portion of an open opment consisting of a porch, 114 Central avenue. 107,254 sq ft shopping cen- ter in two (2) buildings. The 5. Public Nearing: Final amendment consists of plat application #SD-05-02 adding 580 sq ft of mezza of Champlain Oil Co. for a nine space fora 'total of planned unit development 107,334 sq ft for both build consisting of: 1) razing a ings, 570 Shelburne Road. 1775 sq ft convenience stare 2. Conditional Use apptica- and service station building, lion #CU-04-18 of Brad and 2) constructing a 2600 Rabinowitz Architect, for sq ft building with 2000 sq conditional use approval t of convenience store use and 600 sq ft of short-order under Section 14.10, restaurant use with 20 seats Conditional Use Review of maximum in coniunction the South Burlington Land with service station use con - Development Regulations. listing of four (4) fuel Request is to amend a previ- pumps (eight (8) fueling ously approved plan for a positions) and a 2200 sq ft 16,700 sq ft building for canopy, 110 Kennedy Drive. animal shelter use. The amendment consists of retaining an existing build Copies the applications ing for use as a single family are available for public t dwelling (caretaker cottage), inspection at the South 60 Kindness Court. Burlington City Hall. 3. Conditional Use applica- John DinkLage, Chairman tion #CU-04-19 of Humane South Burlington Society of Chittenden County Development Review Board for conditional use approval under Section 14.10, January 12, 2005 Conditional Use Review, of the South Burlington Land Development Regulations. The amendment consists of -aztina a ;,257 sq fenced -in `upervised dog play area, '_L2 Kindness ours. State of Vermont WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 16, 2002 Case Number: WW-4-1611-1 PIN: EJ01-0302 Landowner: Acadia Realty Trust Address: c/o Joe Hogan 1311 Mamaroneck White Plains NY 10605 This project, consisting of amending Permit #WW-4-1611 to change the occupancy of the buildings at the Gateway Shopping Center to be the Shaw's Supermarket with a 25 seat restaurant, 70,000 square feet of retail space, Starbucks restaurant with 20 seats, four retail stores, a Chinese restaurant with 15 seats, a pizza restaurant with 15 seats the Sage Cafe with 25 seats, a hairdresser with five chairs and five operators and a future 72 seat restaurant located off Shelburne Road (Route 7) in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. GENERAL l . This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Act 250 District Environmental Commission, the Department of Environmental Conservation, the Department of Labor & Industry — telephone (802) 828- 2106 or (802) 879-2300, the Department of Health — telephone (802) 863-7221 and local officials prior to proceeding with this project. 2. The project shall not deviate in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location or the approved use of the building, without prior review and written approval from the Wastewater Management Division. 3. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit and the "Notice of Permit Recording" in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 4. All conditions set forth in Permit #WW-4-1611 shall remain in effect except as modified or amended herein. 5. The Wastewater Management Division now reviews the water and wastewater disposal systems under 10 V.S.A., Chapter 64 — Potable Water Supply and Wastewater System Permit. 6. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. C Wastewater System and Potable Water Supply Permit WW-4-1611-1 Acadia Realty Trust Page 2 7. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel. Dated at Essex Junction, Vermont on September 8, 2004. Jeffrey Wennberg, Commissioner Department of Environmental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board O'Leary -Burke Civil Associates Act 250 District Environmental Commission Department of Labor & Industry Department of Health — Food & Lodging Licenses State of Vermont X ¢ ` AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conervation State Geologist RELAY SERVICES FOR HEARING IMPAIRED 1-800-253-0191 TDD>VOICE 1-800-253-0195 VOICE>TDD August 12, 2004 Acadia Realty Trust c/o Joe hogan 20 Soundview Marketplace Port Washington NY 11050 Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-1611-1, Mall 189 The Gateway; amend permit to add a chinese restaurant with 15 seats, pizza place with 15 seats, sage deli with 25 seats, super cuts with 5 chairs and 5 operators and a future restaurant with 72 seats located on the Shelburne Road (Route 7) in the City of South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on August 9, 2004, including a fee of $50.00 paid by check #3633. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission O'Leary -Burke Civil Associates Reqional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury O'LEARY-BURKE CIVIL ASSOCIATES, PLC TRANSMITTAL SHEET TO: FROM: Ray Belair Kevin LaRose COMPANY: DATE: City of South Burlington 11/27/2002 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: PROJECT NAME: The Gateway RE: PROJECT NUMBER: Dumpster Relocation 99064 R] FOR YOUR USE ❑FOR REVIEW & COMMENT ❑ AS REQUESTED Notes/Comments: IZ ay: Per a request from John Dowling of Acadia Realty, we are forwarding you three copies of the revised site plan showing the new location of the dumpster to the rear of Blockbuster. If you have any questions, please give me a call. 5 ANDREW AVENUE, SUITE 5 ESSEX JCT., VT 05452 802.878.9990, FAX 802.878.9989, E-MAIL: OBCA(Y)PSHIFT.COM ( 4 O'LEARY-BURKE CIVIL ASSOCIATES, PLC TRANSMITTAL SHEET TO: FROM: Ray Belair Kevin La1Zw,C COMPANY: DATE: City of South Burlington 10/3/2002 FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER: PHONE NUMBER: PROJECT NAME: The Gateway RE: PROJECT NUMBER: Electric transformer pad 99064 ❑ FOR YOUR USE RIFOR REVIEW & COMMENT ❑ AS REQUESTED -- -__-- -- #Copies Date No. Site plan Notes/Comments: f l b Ray: 11 Please find attached a drawing showing the proposed relocation of the electrical transformer for Shaw's. It was previously located on the south wall of the Shaw's building. Please call with questions. 5 ANDREW AVENUE, SUITE 5 ESSEX JCT., VT 05452 802.878.9990, FAX 802.878.9989, E-MAIL: OBCAC'PSHIFT.COM f (` 70 m 0 != m _. _ 0�70N _ 0='O >01 r�- _ mm� -- 0O m< Oz ---- a D tiz -nry ("I 00' �c z mm I � m 01 M m 70 I .:II 1f 1 , % 1 // / v 16 1 / // / or ./X \ Y 4AI I \\ /' Z:\Caddwg\1999\99064-S2J-CONSTRUCTION.dwg Thu Oct 03 08:05:10 2002 O'Leary -Burke Civil Associates Masonry with precast concrete cap 2x8 stained softwood siding Masonry niches to match grid "Glass house" Steel Frame building w/ aluminum clad members me of gable ff tFE mo of .0 xd- =as® mu ofmasory 1/ u/s Of awmrig p 8. L Planters Low a glass windows, anodized aluminum frames with true divided Lites O'Leary -Burke Civ._ associates, PLC September 16, 2002 Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Final Plat for The Gateway Shelburne Road, South Burlington, VT Dear Ray: We are writing on behalf of Acadia Realty Trust in regard to the above- rnentioned project located on Shelburne Road. Please find enclosed a mylar of the Site Plan for re-­::rding as well as four (4) copies. As requested by the South Burlington Development Review Board's comments dated September 9, 2002, two bike rack t have been added, one for each building. If you have any questions, please call. Sincerely, re R. LaRose, L.S., E.I. Enclosure 1999/99064/belai r9. doc 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTII BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 9, 2002 Joe Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 Re: Final plat application, #SD-02-49, of Acadia Realty Trust Dear Mr. Hogan: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on August 20, 2002. Please take note of condition # 5, the final plat plan shall be recorded in the land records within 90 days of this approval is null and void. If you have any questions, please give me a call. Sincerely, Stephanie A. Smith Associate Planner The City of South Burlington GdfdCHITTENDEN, $6. "„ a n„ " a purchasing o Utz -OTy Free ge Sales �dm�r4t��Le e Sdy��� gd Notices ^ LOST CAT ad One Outi e ��,..�.�� IN RE THE ESTATE OF \I! neutered male w! year of business admi- we h l (athAGE SALIw- BURLINGTON Moving GEORGIA, 20 n.1. '�` nistration experience oppc WANT SOMEONE Sale! Everything must Route T at Hom ead g ELIZABETH BALFOU, J black fur, Name is y g Au ust 3, 4, 5, 2002 with BA or BS is desired. skilled :ONE TAKE IT ALLM ggo! Sat.& Sun., lam- Camp Ground, SA.' 8I1T, WATCHORN whisper, may or may not Computer literacy is a nician 393-2602. 3pm.85Green Acres Dr. 10 am - 3 pm. Extra PUBLIC HEARING respond. Near Dorset plus. Please call (802) indivii venders welcol . SOUTH BURLINGTON PROBATE COURT Farms area around Tues. 769-4284 for an applica- strong END TABLE BURLINGTON 204 Park DEVELOPMENT REVIEW DOCKET NO. 29903 7/23. Please call (802) St, Multi -family. Sat. GEORGIA Saturda 813 652-1144 lion or fax resume to 769• algr, White and birch Y• i Y BOARD 4548. EOEJ Drug Free pride ;nee. 802 872-2668 Only. 8 2pm. Antiques, only, am - 4pm. f u t o n , mannequins, Somethi for everyone! NOTICE TO LOST CAT - Vicinity of Workplace. item. e thl FLUORESCENT tools, sewing& Christ- 227 F tame Drive, off The South Burlington Hollow Rd J M. Blocklon, enpe CREDITORS ARCHITECT or Designer - mas stuff. Ballard oad, 9, Answers to Junior. Black an opportunity for a de. campy LIGHTS Development Review 8 white shorthair, de• pP tY !,day roximately 20) 4 BURLINGTON Sat. only, ORA ISLE 115 Allen Board will hold a public To the creditors of the clawed. Please Call Kay signer i ner with tto Auto torkCm our health You pick up, (802) 12 noon to 5 pm Furni- Rd ( arty Rd) Sat. -Sun, hearing at the South Bur- la (802) p insuri 406. ture, household items, 8-3. Something for eve- estate of Elizabeth Bal- Burlington office. Fax re- books, Iington City Hall, Confer- four Watchorn late of LOST DOG Boxer, tan, sume to J. Graham plan. I KITTENS For ado -books, kidds stuff, and ryon Follow signs. ence Room, 575 Dorset make p more.22FairmountSt. South Burlington, Ver- female. Teal&multi- Goldsmith, Architects at tiger kittens. Var. OR D ISLE West Shore Street, South Burlington- mont. colored collar, near Mk- (802)864-8267 your colors. 7-12 weeks. BURLINGTON, Saturday Rd., by ferry, Multi-fami- Vermont on Tuesday, ton -Colchester line. i+me. r and Females. Call 8/3 from 9 a.m. to 3 I sale. Microwave, August 20, 2002, at 7.30 ! ASSISTANT MANAGE R• aeon Y I have been appointed a REWARD 585-7271 or (S18) P.m. 25 lopes Ave., oft so a furniture, glas- P.M. to consider the for- personal representative Call(802)363-5974 Apply/CASER- FT position. writ jig, Ethan AlienPkwy. sw re, collectibles, and lowing: Apply at Simon's Milton 660.6C of the above named es- LOST JEWELRY Store or call 893.4906. ter b FREE STUFF: BURLINGTON 160 Tracy Si eggr Featherweight fate. All creditors having In Richmond area on Fn. HAIRS, ODDS AND SatlSun., 8/2 & 3, Sat.InSun.Bam4machim Misc. appiicaton11. ml#SD-02,47 at claims against the estate 7/26. Very, very sent!- Sell your stuff garlic NDS, MAGAZINES. Be M. Furniture, kit- P d must present their mental await races in Find out how d.9am-noon.t528ut- chensup ,kids stuff. HI ESBURO Roommate an final plat application claims in writing within 4 travel jewelryybag. Large 3331 9rnutRoad,Williston. BURLINGT YARD mo rig sale! Fri -Sat -Sun. #SD-02-51 of A 8 M months of the date of Free Press Car arks, motorc Construction Corporation, the first publication of monetary reward if Classifieds 8urlir GOAT SALE! Some for y" found. Please call (201) 658.3321 P Inc. to amend a planned this notice. The claim 960-9366 cell Make o yea everyone! Sat. 8/ torn cles bik old users. unit development con- �y_ male. CI+CAE nega• 9 am to 3 m only. . hou ehol appliances, P must be presented to me Assistant to Librarian- py g P y en mist. Maple Tree sisting of 1) converting at the address listed be- LOST TAIL GATE Woo- Elementary School live. (602)623-632d early birds. 65 Morse mi on ff up Pond a single family dwelling low with a copy filed with den, Off Utility trailer on rY Place. to eneral office use at the re ister of the Pro- Williston Rd. Between TcE STERS (8) ei a good Rd, CVU Rd. 9 9 Individual needed to er- Light beige. Coil COLCNESTER, HUGE i 1035 Hinesburg Road, bate Court. The claim Williston dump and Wind- form a wide rangepof —°par 5 m 18021 863• MOVING SALE! Must JE C Mov g sale and 2) construction of a will be forever barred it it jammer. @ Sat. 7/20, p sell everything! Sale Kid esk, d adult 10500 sq. ft. general of- is not presented as des - starts Saturday, Aug. cloth s, car misc. fire building at 1045 Hi- cribed above within the 4, (10) Rhode Island boys hold item Baby nesburg Road. The four month deadline. 3rd, runs until Tuesday, 1 yr old, healthy. Aug. 13th! Electronics, swing toys. Sat. 8- take all. Call (802) Dressers, Fans, Air Con- 4pm. amendment consists of 1 Browns T increasing the size of the Dated July 3, 2002 819. ditioners, Carpets, Kit- JERI H0, 8/3, gam• general office building at HOUSE TRAILER Chen Table and Chairs 4pm, un. 8/4, gam- 1035 Hinesburg Road by Date of First Publication: iveablecondition, you $50, Kitchen Storage ip HUGE 2 famIly 1830 sq.ft., for a total of July 26,2002 move! Call to take a Cabinets $20•$30, Queen a Entertainment 13.880 sq. ft. general of- Date of Second Publica- uok.(802)388-2028. Bed Complete $50, center water skis, chit- lice space, 1035 & 1045 lion: * * * * * * * $50 Bedroom F ure dren' toys & clothes, Hinesburg Road, August 3,2002 NTORY OF SMALL $5-350, Bunkbdrds $50, adult clothes, kitchen 2. A p p i E c a I i o n clerical and paraprofes- sional/technical support tasks in the Summit Elementary School Lib- rary in Essex Junction. Qualified candidates No Wei must have a good ge- the bi neral knowledge of lib- rary organization and sy- W. stems with previous ex- Set perience and/or training Dispa' using computerized lib- Ce►tifir rary information systems Pius Size Clothing $1-$5, a p p I i n c e s , + much #CU-02-17 of Chittenden Address of Probate Court desired. God general of- ems, BAL BUSINESS (802) W o m e n' s Shoe a n d morel 5 Snowflake Dr. Probate Court Personals g forms, 336. � Solid Waste District fire/clerical and organ!- poi Boots size 10, miscella- off Rt 15 off Griswold St. seekin conditional use District of Chittenden zattonal skill are also de- :* * * * * * ** * neous books and tapes. MILTOt Fri, 12-5, Sat 9- approval under Section PO Box 511 DSENE HEATER Ke- Angel collectibles, Mir- Smaller Desks Book- 3 Kid Burlington, VT 05402 clothes & toys. 26.05, Conditional Uses, Bur n. model. rors, and 0511 s a wick. In good cases. Over 700 videos Many o er odds & ends. of the South Burlington Zoning Regulations ;.(802)872.2668: $2.50 each. Jewelry and 12 Lena — art. Signed: Elizabeth W Request is for permis- accessories. Cash and MILTON KITTENS carry. 9 a.m. to 9 p.m. 9-4pm. ri/Sat. 8/2, & 3, Ferguson 618 Rollin Irish Sion to amend a prev i- 7048Indian Peaks Trl. black short hair. 8 Call for an appointment Rd. Boo shelves, dres- ousiy approved plan for a Boulder, GO80301 cs old. (802) 744• or just stop by. 2088 ser, washer ryer, etc. hazardous waste collet- Telephone (303)530-4364 _ Malietts Bay Ave. ApL M I L T O M O V I N G tion facility to add addi- tional pavement within * * * * * * * D. Ring doorbell. Hurry AZINES 15 years of in for best selection- SALE at., Aug. 3, the Conservation & Open July 26,2002 and Is Illustrated. 802 Great Prices. Priced f'r o m n 36 ( ) to sell Cali (802) 655- Sleeper o ppppp n 8 p m . Space District, 1011 Air- spfa, dresser, rtParkway. August 3,2002IMMUNE sired. Position pays i $9.40/hour and is avail- Vermr able for 7 hours/day for of Fc 183 days/year, Full bene- fits package. For more 1650t details, visit our website gr at www.Cosu.k12.vt.us 8 (click on Employment 8 Opportunities). 10 ap- ply, send letter, resume and three names of re- ference to the address below. EOEa clothes, ikes, toys, 5667oriuststopby. Final plat apple- Lost � Found******* AR, free to good Hakka srrow tires & cation #SD-02-48 of Ba- Chitterviso Union One very large COLCHESTER Sat. 813, much morel 63 Bradley nanas University, Ltd to GARAGE SPACE WANT- Superviso Union Jae Y FOUND CAGE BIRD ED Near UVM. Call ryry 2") Oscar. These Sun. 8/4. 9-4. Multi-fami- Street look for signs amend a tanned unit Attn: Human Resources P In Colchester. Please 203 938-0680 21 New England Drive { :at fish are ideal for ly. large appliances, golf from Rt. 7. development consisting call and identity ( ) g tanks. This is a balls, children's stuff. MILTONMulti-family of 210 residential units, a (802)878-8663 Need to rent your Essex Jet., VT05452 a�{ not dinner, please. Much, much more. Off apartment? Give us a Automotive 802) 899-4088. 2A,102 Canyon Estates. Lawn sale Lots of 61 room hotel, a 20,000 SELL 'IDLE ITEMS' WITH A Cali at 658.3321. items! Glassware, toys, sq, ft. movie theater CLASSIREDAD.CALL 6*3321. RESTORATION --- ,TO COPIER Floor Let Classifieds work clothes, coffee table, (1000 seats), a 22,500 GOLF FOR TWO Make ya al. Does Everything. for you. Call6SS-3321 end table, etc. sq.ft. restaurant/ FOUND CAT Adult Gold Plus cart at Basin Har- Our TECHNIVermont CIAN Cus- A NON-PROFIT OR- COLCHESTER Saturday 14 Cardinal Dr, Milton. indoor recreation/day colored Tiger cat. Not bor Club. $75. Call IZATION ONLY! You August 3,8-3. Selling —Sat 9-4& Sunday 11-4. care building, a 3500 sure if male or female. (802)862-6354 tom department at Heri- ip.(802)893.6207. toys, books, kitchen- MILTON, Saturday 8/3 sq.ft, restaurant with No collar, short haired TICKETS 5 for The Who tateonFord echnews ciao role! Mjl YEA PIANO, Doesn't ware, living and dining and Sunday 8/4, 9 am to drive through service and cat, Found on Call Willard at Madison) Square Gar. 01 needs repair. You room furniture. 5 pm. A little bit of eve- a bank with drive through St. on 7/28. Call to !den den on 8/4(02. Special rested in servicing else up! Please call (802) 7Dunlop Way (across rything; some antiques. service. The amend- tify. (802) 658-0733. gnest with Robert Plant. sic & performance m delvehhigh 1605 from Airport Park off 1 24 Maplewood Drive. ment consists of con. FOUND CAT Domestic, $63 each (Sec. 425, Must have experience in IER WHEELCHAIRS Buckingham Drive.) SNELBURN Saturday, verting 2150 sq, ft, of shorthair, gray tiger wra Row E). Call (802) 864- body repair, painting, re- ENOSBURO FAILS Final €'9am y' 11,000 sq. ft. used for little= bit of orange, In 5264, leave message, finishing,& fabrication. IcootersB Hospital Moving Sale! You were Furrniture, books, older indoor recreation/day Countryside in Essex Jct we'll call you back. g Some echanical know- 1 9 Macintosh CPUstmon- care to educational facile- on 7o id Cali (802) 878- Beds Could Be At No here before, join us again WANTED: 5 ladies to !edge is required. Must Cost To You with pri- for the final sale. Sat - itors/printers/books; ty (martial arts), 7 3516toidenti(y. wear and demo ladies have own tools and take iary&supplemental in. Sun August 3-4 9AM- some Hi-Fi, appliances, Fayette Road. FOUND CAT - Gray, Tan fashion jewelry. Must pride in a job well done. urance. Call toll free to 5PM. Furniture, dolls, children's items, house- 4. Preliminary plat & White. Near Creek have car. Cali evenings Pay commensurate with ialify.1-866-WHEEL-ME collectibles,. house hold hold. 204 Littlefield Dr. application #SD-02-46 Farm & Bay Rd in Col- only: (518) 846-7418 and ability, outstanding bene- items and more. 6751 and final plat application chester on 7/29 call 802- ask for Linda. fits, booming business. Chester Arthur Rd. SO. BURINGTON Moving # S D - 0 2 - 4 5 of Lewis 988-2248 IBIT, 4 mos. old, Sale. 14 Arbor Rd. Beds, Family Partnership to WANTED: SHARE DRIV• r erz e able, sweet. To a ESSEX, 603 Dalton Dr., table, chairs, couches, amend a 29,160 sq.ft. FOUND- CELL PHONE ING AND EXPENSES, w/ _L/�v 1 home only. Call Fort Ethan Allen, 9-3 Sat. electronics & more. Call auto sales and service Verizon phone. Found on teacher, to Los Angeles, 8992486. No early birds! Lots of 862-4293 or come Sat. commercial complex. Ate. 15 near Old Fort CA. Depart 8i18, arrlVe 1600.1620 Shelburne Rwtl BITS, (2} small baby fun and useful stuff. Aug. 3rd, 10-2pm. The amendment cons- Ethan Allen. (802) 324- 8/22, Reference ex- south Burlington g SO BURLINGTON ) 2961 or 802 453 2637: its. Readyy to o. ESSEX Fri, 8l2, Sat, 8/3, lets of: 1 construction a ( ) change.(802)878.6682. f (802) 644-2566 any- Sun, 8/4, 9-3. Huge mov- 9 am-2 pm Saturday 1670 sq. ft. addition to FOUND 000 Male G01 If interested, please call ing sale. Great kitsch, 10 Deerfield Rd. an auto sales & service den Retriever mix in Bob at (802) 865.8110 1-8111 i 12 x 25, tan, all collectibles, furniture. 6 Furniture, children's facility, and 2) site modi- Shelburne on 7130. Cali for information or apply ;s bound. Great vintage tropical murals, toys, clothing,collecti- fications, 1301-1325 (802)985-2248 in person at the dealer. >e. Ready to use. etc, 204 Sand Hill Rd. bles, books, computer, Shelburne Road. FOUND PHOTOGRAPHS ship on 1600 Shelburne or f, 802)655-9311. ESSEX JCT Huge, estate- and more! Please, no 5 : A p p I i c a t i o n 121 upper College St. Road, or online at I-8G _ /garage sale. a have early birds' #CU-02-18 of Rice Me- Near South Willard. One www.heritagevt.com rA 84 inches, and recently moved a large S 0 B U R L I N G T O N , modal High School for 4x6' photo of male & _ r, brown corduroy Burlington estate to 7 Ira MULTI -FAMILY! tots of conditional use approval female couple mid 20's condition. Cali -(802) Allen Dr. We will be set- furniture, children's under Section 26,05. age, & one 2x3" of wo- 3311. ling the contents on Au- items, toddler bed, Conditional Uses, of the man from other photo. Employment OUTSI *******itr gust 3rd from 8.2 only. Saturday 8/3 and Sunday South Burlington Zoning Call(802)865-3921 a1 EVISION Mitsubishi, There are thousands of g/4, 10 a.m. to 4 p.m. Regulations. Rerjllest is FOUND -- PHOTOS- in Employment r1 floor model, Needs items. Furniture includ 67AirportParkway. for permission to add to road on Sunny View e tweaking. (802) ing, old painted cup- (2) 8'X22" softball du- Drive, Jericho. Cali 802 ACCOUNTANT Captive 4551 boards, tables, chairs, SO BURLINGTON Sat. outs to a secondary ( ) m mt firm seeks exper. 1 i y o u 1 o ve sales, ha . v, dressers, wicker, book- 8/3 9-2. MOVING/E- g Y 8999979.. 9 P sS Could be P}it to STATE SALE! Antiques, t School facility, 99 Prot- person u be in charge e. w „ „ o u i i i n a �, it use than sittin in cases, etc. Also many q . torAvenue. FOUND, 6" square Glad our Burlington office. o p p o r 1 u n , ties are n ., t, r aril! BridgestoneLgin antiques, collectibles, newer furniture, original 6 Final plat appli- food storage container. Must be a CPA and me- tenza RE92, tools, glass, pottery, li- oil/watercolor paintings, cation #SD-02-49-of if you can identify jor responsibilities will in- Advercisinglmarkecin8 Hens old paper items, copper Indian weather- Acadia Realty Trust to what s inside, it must be crude: preparation of fi• approach, s e I f- nt o c i v a 60/R15 (4). Michelin vane, quality carpets + Y . P P t XGT V, 195/60R14 books, cookware, and 1 5 y P amend a previously a Yours: Cali (802) 879- nancial statements and will Fir i n . Use your Call Modi 802 655• household items of all misc. 542 Golf Course P planned unit de- 0799 new business dev. i ( ) i Rd. roved la using campaigns ,n if kinds. Truly a huge Sale. velopment consisting of FOUND WEDDING BAND Requires knowledge of a Priced to sell. Look for STARKSBORO, Sat. and 100384 sq. ft. shop- On July 9th at Coastal captive operations, in- Weekly base salary p i IMATO BASKETS signs by Go-go gas on Sun. from 9am - 5pm, ping center in two build- Gas station on Williston eluding regulatory re- based on rn e e c i n g l e x c i e, funnel shaped. Suzy Wilson Rd. Baby, kids, toys, kit- ings. The amendment Rd. Call to identify, (802) quirements. We are a 1899-2052 _ ESSEX JCT MOVING Chen, and much more! consists of increasing 425-2592. subsidiary of American fiend co ADMILL, Sears Lifes- SALE! Washing machine, 161 Mason Hill North. the size of the, main FOUND white dove, Re and offer a comp. sa- 10 MPH Step Con- futon, Sat, 8/3, 8-4, 1005 UNDERHILL MOVING building by 6470 sq, It, found in Village of Col- fart' and fits. Plleaa eens bene- Human 2 hp DC motor, Ethan Allen Ave, (802) SALE!!! Sat, 8/3, 9-3. for a total of 107,254 sq. chester on 8/1. Call to se send 1'hcHi e ear clip, Good 655-2668. Baby items, dishes, ft. for both buildings, 516 identify (802)864-3719. resume and salary re• 191 Coflege ti❑ ling condition. Call tools, electronics, etc. Shelburne Road. quirements to: Becher & ) 434.2481. ESSEX JCT 218 Rive 2 0 L o w e r E n g I t s h LOST BOX OF TOOLS Carlson, 21700 Oxnard YL SIDING About 2,g Rd. Fri & Sat. 8-4pm Settlement Rd. Rte 15 to Copies of the application Fell oft trailer around St., #1800, Woodland A or 26 Boods.kidsclothessehoi River Rd. 1.8 miles on are available foPppublic 7131 ru SREWARDI night, pb!ls, CA rooakiri bcscoinp 7 or I C�1f11 panels, 8", left, inspection at the South am color. Gall (8D2) (802)fi52-0877. anies.com 5499. _ ESSEX JUNCTION, Aug. WILLISTON, 7 Chelsea Burlington CityHalL Burling WATERBEDS-2 3 and Aug. 4, gam-5pm. Pi:, Sat 9-4 & Sun 9-1 1 queen, and I super At (2) locations: 30 Please no early birds! A L single Call (802)43z- Prescott and 31 Jackson Furnishings, eland alllaoute ------ I 2944 after 4pm, iv, msg. Heights Gas grill, faro!- household items, and all DEVELOPMENT REVIEW BOARD 22 JANUARY 2002 PAGE 2 4. Public Hearing: Final Plat Application #SD-01-70 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 98,470 sq. ft. shopping center in two buildings. The amendment consists of increasing the size of the two buildings by 2314 sq. ft. for a total of 100,784 sq. ft., 516 Shelburne Road: Mr. Belair noted there is a reduction in the original building but that reduction will now be less. There will also be a tenth of a percent reduction in coverage. Members agreed to hear the amendment. Mr. O'Leary said they want to expand the largest building on the site (Shaw's) by 5,000+ sq. ft. They would reduce the retail part of the building for a net increase of 2814 sq. ft. They will also raze an additional building up front for a net increase of 1814 sq. ft. There will be a slight increase in green space and no increase in pavement or parking spaces. They are asking for an additional 9 space parking waiver. They will have 486 and are required to have 504. This would mean a total of 18 spaces being waived. Mr. Kane said they agree with staff on the allowable foot candles. The actual is 2.8 average foot candles. Mr. O'Leary noted that they will be adding a foretechnics unit on site just outside the paved area. No issues were raised. Mr. Boucher moved to approve Final Plat Application #SD-01-70 of Acadia Realty Trust subject to the stipulations in the draft motion of 22 January 2002. Ms. Quimby seconded. Motion passed unanimously. 5. Public Hearing: Conditional Use Application #CU-01-49 of David and Barbara Flagg for conditional use approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to amend a plan for an auto sales facility, including service and sale of related accessories. The amendment consists of altering the access to Shelburne Road, 1693 Shelburne Road and: 6. Site Plan Application #SP-01-88 of David and Barbara Flagg to amend a previously approved site plan to construct a 3,295 sq. ft. building for auto service and repair. The amendment consists of altering access to Shelburne Road, 1693 Shelburne Road: The applicant showed where the access would be. DEVELOPMENT REVIEW BOAR MEMO August 20, 2002 MEETING along Shelburne Road is for new car display or customer parking. If the area is for new car display it should shown as such on the plan. The applicant should be aware one handicap accessible space is required for each 25 customer parking spaces. The plans should be revised to show the required number of accessible spaces based on number of customer parking spaces. A bike rack is shown on the plan. Landscaping_ The minimum landscaping requirement based on construction cost is $4,500. The landscaping requirement is met for the proposed 1,670 square foot showroom addition. The landscape plan includes green ash, which is an over -planted species in South Burlington. Staff suggests the applicant use an alternative species of canopy tree that is salt tolerant. Traffic: This property is located in Traffic Overlay District Zone 2 which allows this property to generate a maximum of 107.7 vehicle trip ends (vte's) during the P.M. peak hour. The applicant is proposing a 1,760 square foot addition. ITE estimates the current facility generates 75.8 vte's. The addition will increase the vte's to 85.3, representing an increase of 9.5 vte's. The applicant should be prepared to pay the anticipated road impact fee based on these calculations. Bartlett Brook Watershed Protection Overlay District: A portion of the property is located within the Bartlett Brook Watershed Protection Overlay District. The applicant is not proposing a change of 15,000 square feet or more of undeveloped land to be developed. Therefore this proposal does not necessitate review under the provisions of the Bartlett Brook Watershed Protection Overlay District. Lighting_ The applicant proposes pole mounted fixtures for the auto sales lot. The mounting heights vary but do not exceed 30 feet. Enclosed are cut sheets and a letter from Jeremy Matosky concerning the proposed light fixtures for your review. A screened dumpster storage area is provided. LTD. FINAL PLAT This project consists of amending a previously approved planned unit development consisting of 100,784 square foot shopping center in two buildings. The amendment consists of increasing the size of the main building by 6,470 square feet for a total of 107,254 square feet for both buildings. This is a redevelopment of Mall 189 with a new Shaw's Supermarket. This property is located at 516 Shelburne Road, and lies within the C 1 and CO Districts. It is bounded on the north by a retail building (Ben Franklin) and Farrell Street, on the east by the O'Dell Parkway project, on the south by the I-189 off ramp, and on the west by Shelburne Road. The only issues affecting this application are coverage and parking. 7 DEVELOPMENT REVIEW BOARD MEMO August 20, 2002 MEETING Coverage: wilding coverage is going up from the last approval, 23.7% to 24% (maximum allowed is 30%). Overall coverage is reduced from 86.4% to 86% (maximum allowed is 70%). Coverage along both Farrell Street and Shelburne Road remain unchanged from the last approval, 75% and 36% respectively (maximum allowed is 30%). Parking: The parking requirement based on gross lease -able area is 536 spaces (107,254 gla/1000= 107.254 x 5=536). The plan shows 486 parking spaces. This represents a 50 space or an 11 % shortfall. The applicant is requesting a waiver for the 11 % shortfall. Staff has no issue with granting the requested waiver. Bike racks need to be shown on the site plan. Staff suggests one for each building. Height: At the last approval the applicant was granted a height waiver. The height of the building was reduced and does not exceed the 35' height limitation, therefore the height waiver is no longer needed (please review the enclosed elevations). 11) BANANAS UNIVERSITY. LTD. FINAL FLAT. 7 FAYETTE ROAD This project consists of amending a planned unit development consisting of 210 residential units, a 61 room hotel, a 20,000 square foot movie theater (1000 seats), a 22,500 square foot restaurant/retaiVindoor recreation/daycare building, a 3,500 square foot restaurant with drive through service and a bank with drive through service. The amendment consists of converting 2,150 square feet of 11,000 square feet used for indoor recreation/day care to educational facility (martial arts). Staff discovered a change of use within the 22,500 square foot building without approval. This property located at 7 Fayette Road lies within the C 1 District and the Traffic Overlay District. It is bounded on the south and west by the Fayette Road, on the east by Shelburne Road and a bank, and on the north by another commercial property. Access/Circulation: Access to the restaurant/retail/indoor recreation/daycare building is provided via two curb cuts off Fayette Road, one is 25 feet and accesses the front of the building via two more curb cuts off the private drive. The site plan only shows one of the curb cuts. The other accesses the rear of the building and is 75 feet wide. This allows entrance into a garage located beneath the building and another parking lot behind the building. The plan should be revised to show curb cut not shown on plan. Circulation on site is adequate. Parma: The original approval required a total of 489 parking spaces for the commercial portion of the P.U.D., eleven (11) of which were to consist of stacked parking units which allow for cars to be stacked one above the other. The 489 spaces represented a waiver of 22% or 138 spaces short of the 627 spaces required, however, a shared parking analysis conducted by the applicant indicated that the peak parking demand for the mix of uses in the development would be 489 vehicles. Therefore, 489 spaces were approved. The last DEVELOPMENT REVIEW BOARD 20 AUGUST 2002 PAGE 5 the front setback and accomplish the same goals. They could also relocate some parking to the rear and provide more green space on the Holmes Road side. Mr. Belair noted this eliminates the need for a setback waiver. He said tonight's presentation should be seen as a sketch plan and that the originally warned plan should be withdrawn and a new Preliminary and Final Plat submitted. A question was raised about the odd -angled intersection. Mr. Lewis said it will be lined and well delineated. It will also be signed. Mr. Lewis also agreed to work with staff regarding tree species. Mr. Belair said other issues include establishing a number of handicapped spaces, redoing the lighting plan, and a request for a waiver for metal storage boxes that project into the setback area. Mr. Lewis agreed to withdraw the current application. Members were OK with hearing the new Preliminary and Final plats on the same night. 10. Public Hearing: Final Plat Application #SD-02-49 of Acadia Realty Trust to amend a previously approved planned unit development consisting of 100,784 sq. ft. shopping center in two buildings. The amendment consists of increasing the size of the main building by 6470 sq. ft. for a total of 107,254 sq. ft. for both buildings, 516 Shelburne Road: Mr. O' Leary said the footprint of Shaws supermarket has changed by 1680 sq. ft. Shaws has a mezzanine (4800 sq. ft.) which was not included in the original calculation. Because this is a PUD, the mezzanine counts toward the parking requirement. They are asking for a parking waiver of a total of 50 spaces (24 more than previously granted). It was noted that Shaw' s has never built a store like this, so they are learning as they go along. The north elevation will also change. They are trying to give it more of a pedestrian feel. Mr. O'Leary showed representation of what it will look like. There will be a glass structure at the corner, some overhang, and columns with planters in between. The area just below the roof will be a stained wood finish. DEVELOPMENT REVIEW BOARD 20 AUGUST 2002 PAGE 6 Mr. Belair noted that this amendment eliminates the need for a height waiver as the height has been reduced to 35 ft. Mr. Dinklage asked the applicant to testify that what the Board has been shown is what will be built. Mr. O'Leary so testified. Mr. O'Leary also noted they are working on a better plan for stormwater control. Ms. Quimby moved to approve Final Plat Application #SD-02-49 of Acadia Realty subject to the stipulations in the draft motion of 20 August 2002. Mr. Kupferman seconded. Motion passed unanimously. 11. Public Hearing: Final Plat Application #SD-02-48 of Bananas University, Ltd., to amend a planned unit development consisting of 210 residential units, a 61 room hotel, a 20,000 sq. ft. movie theater (1000 seats), a 22,500 sq. ft. restaurant/retail/ indoor recreation/daycare building, a 3500 sq. ft. restaurant with drive -through service and a bank with drive -through service. The amendment consists of converting 2150 sq. ft. of 11,000 sq. ft. used for indoor recreation/day care to educational facility (martial arts), 7 Fayette Road: Mr. Belldock explained that the curb cut not shown on the plan is not actually a curb cut. The Fire Dept. asked that the curb be lowered at one end of the parking lot for emergency access. But it is now being used by the public as a curb cut. Signs have been put up, but every sign has been taken away by McDonald's management. Mr. Dinklage suggested a breakaway chain. Mr. Beldock said McDonald' s will probably take that down as well. Mr. Belair said the plan will have to be revised to show what is actually there. Mr. Dinklage explained the history of the shared parking problem in this PUD. Mr. Belair said 627 spaces are required. The approval was for 489 space which was later reduced to 485. Roger Dickinson says that 11 spaces are needed for the martial arts use, but there is no idea how many parking spaces are actually needed for the whole PUD. Mr. Beldock said there is a vacant 11,000 sq. ft. building, and that space has changed uses many times. He said that until he knows what is going in that space, he doesn't know how much parking will be needed. Mr. Belair said they could calculate parking based on approved uses. Masonry with precast concrete cap Masonry niches to match grid 2x8 stained softwood siding ncE,ast. t.VL6LE122Z, @ 30'-0' O.C. "Glass house" Steel frame building w/ aluminum clad members top of gable 35-0 top of wall 26-0" top of masonry 19'-6 u/s of awning main floor /� Planters Low a glass windows, anodized aluminum frames with true divided lites 02002 SS �,943 South 550-0004 • Shaw's Sipermarkets • South Bur. ngt- Peres `�1 n1a1... 07 August 2002 14 Dorcheetar Avenue 7oranta, De, Canada, Met AWl Designer !R • Business Manager sm W. 416.251.216D • faa. 416.251.3560 Sim tbd placed images/fonts used colours used 1 SS 5943 Bud SO Y4j.eps ] 6 Dean ■ 2 JOE laoaeon Isutlan NO MAGENTA YELLOW BLACK :Ska Civil Engineer: O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDR£W AVENUE, SUITE 5 ESSEX JUT, VT PNONE: 878-9990 FAX: 878-9989 �T The Gatewa zs zj U. S. ROUTE 7 z SHELBURNE ROAD Al Al Owner: Acadia Realty Trust 803 Third Avenue, 9th Floor New York, NY 10022-7513 Planner & Landscape Architect: plamdng & design SE GROUP Architect: tit�l�tti AflbHiTE Cie 20 — eW eeee� jscFim vertroni OSLS2 p. 802879.5153 f. B028722764 sit] ',: %f If "r gr ..�y_ \"0" hwit t Location Plan n. t. s_ 5HT, II PLAN DE5C K I PT I ON Ofir 1 LAND5C APE PLAN 2 51 TE PLAN er , 3 L I GHT I NCB PLAN 4 LANDSCAPE DETAILS 5 C K055 SECT I ON5 6 EX I5T I NCB GOND I T I ON5 PLAN ? DEMOLITION PLAN 8 PAVEMENT PLAN STORM + SANITARY 5EWER oETAIL5 + 5PEGIFIGATIONS 10 ROADS + PARK I NCB TYPICAL-5 AND DETAILS 11 WATER OETAILS + SPEC IF IGAT IONS A4.1 ELEVATION STUDY — &A471 &" Supermarket A4.2 ELEVATION STUDY — EXISTING STRUCTURE A4.3 ELEVATION STUDY A4.4 ELEVATION STUDY 99064-TI t 16 '— 16 —4 9 �il` ,,. Mill, rw - EXISTING MAP TO REMAIN C 2-- OiFmpNwmr�l�r NOW mr -ENMAN GATEWAY PLANT LIST KEY BUTAMPALMWE CIMIONNAME Ql—y- SI9 ]URMAM TREES AF A., z ft--ii -A— Blaze' Autumn Blau M.Plc 30 2'112-3� Cal. B&B, 6' B—,'W.g HL (Min.) F I-,!.. peonsylvaak.Pao-ra' G.- Ab 17 2 12-3 C" B&B, 6'Braac" Ift (Min.) vp s F­j-, p—y[,.i. Stanntif G— Ash 39 2 112,3"C.I. B&B, &B—hias Ht. (Min.) PC Pym calleyVa. "Chanticleer" C.Ilcry Pear 35 2 M-3- C.I. B&B, 6'Elt—birg Ift (Min.) .SHRM EA E—yrau. M.Ws'C.rrpae Compeer B...g Bush 248 24-30- B&B, Heavy, Plant It" 0-c. &I spi—japonica little Pi—.. Japanese Spa. 294 18.24" C.O., Pull. Plant 24" ... TC I.us cuspidate d .. if—i- Spreading Yew189 24-30" B&B, F.11, Plant 30".... EASTERN BERM PLANTINGS (IN COOPERATION WITH ODELL PARKWAY PUD) m 0 �ANTCAI�NAME gphelONNAME QTY. SUM RENIARKS -TREES. AL Atudanchler aa&—a S—,..b..y 5 5-elartap B&B AS Acer —bmm 'Grove Mtn' G.- Mt. S-pr M-Pl. 12 2112-3"CW. B&B ON Bevala nigru'llerilage' Heritage River Birch 7 8-10' Single Stem B&B FE F—in. araefi—Ecapir-' White Ash 14 2 112-31' Cal. B&B po pice. gl— White Sp— 28 6-9 C.11mated PS pinasstrow. White Pie. 69 6.81 Collected Bus SHELTRR— BIKE RACK n. BENCH EXTENDED CANOPY COVERED WALK CONCRETE S 77IDEWALK ( -- LANDSCAPE DETAIL A�) SCALE: CALE: 111=20' ep PARKING SPACES OMAMMAL—NDOP-MM BAJRNINGBUSH-- nrt SIDEWALK e JAP E IREA,- C) LA N It) _SCAPF -AIL S 5 CLAE: 1'1=10' GRAPHIC SCALE I inch 40 it p— (M)aa—a (M)SO—a THE GATEWAY 07/25/01 -0 Z I -5'-1 00215 MKW' FARY-BURKE VT c"l— CIVIL ASSOCIATES, PLC ROUTE 7 IN mom ' W AVENUE, SUIM 5 LANDSCAPE PLAN GP asEx XT' 'T I PRONE. 878-9990 FAX:S',E9 TOTAL PARCEL 424,554 sq.Pt. 9.74 acres �f I.I CONVEYED FROM I CONVEYED TO AREA AREA A AREA B FARRELL AGADIA REALTY 0.053 AC AREA I ALADIA REALTY NEW ENTERPRISES NEW ENTERPRISES ACADIA REALTY -0. FI6 AG 0.143 AC MAGNETIC L E G E -N D EXISTING PARCEL INFORMATION BOVNOARY LINE STANDARD FARKING 5PALE5 571 ZONING BOUNDARY -- -- - -- HANDICAP 5PA6E5 11 EXISTING SEWER PPE II F' I jLin I O AG I —' - -- TOTAL PARKING 5PALE5 5'Kl 1 ----- _ _-__ __- ----- q-- _ '' THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM PARKING SPACE5/000 S.F. GL.A. RATIO 4.52 EXISTING STORM PIPE------------ST- 18" OI OUT•208.30' I i� I VERMONT NA VO BS GMI-31 ON SHOT #5460 SHOWN AT LEFT Ex. GAS LINE, VALVE. AFTER o—w---- G — - -- - GREEN AREA COVERAGE 30.373 SP 7.7 X _ 'GREASE TRAP ELEV -21 J.73' SEE DETAIL SHEET 9 1 WILDING AREA GOVHAAGE 130,441 SF 307 X E%ISTING WATER LIPS -----W------ IIti OI IN•20855 f.—. PAVED OR CONCRETE COVERAGE 9p3740 SF 6]_I % OVERHEAD WIRE-- - J{ _ - -" Et t a' I PARCEL AREA 424554 SF iF 'c"u o�atle 000 X I \ EASEAENT — — RELOCATE HYDRANT TO BEGINNING I �E:i `'.....w_�- .t> - % 3. l _._ _�—It P M 9 OS bC FRONT YARD COVERAGE 130% MAX) 80pk GVARORAIL •-+-�_•--L--•-• .. .. ... .. . . I 'S. 8" CMP IN 20341 j \ PROPOSED PARCEL INFORMATION CHAIN LINKED FENCE INSTALL SILT FEND `I••�^ ; I STANDARD PARK IIY SPACES 407 IRON PIPE FOUND IIFFI X O ,10 o IN I Y \...LINE HANDICAP 5PALE5 19 �N) ♦ GATE VALVE OF CONSTRUCTION yM� ._,I REVISED PROPERTY �� \ REDAR FOUND IRBFI 9 A A m. \ TOTAL PARKINCES/G LG .ASPACES 480 p PARKING SPA. RATIO 4—CONCRETE MONUAENi FOUNF1 R IG • —� i✓ --__ — R UTILITY POLE WITH C+UY WIRE m, r— �_ — >•""i° '�—� FORMER PROPERLY LIPS- \� GREEN AREA (AVERAGE 51,854 SF U.O k _ - _ '� —V'R.M •:045U' WILDING AREA VERAGE 100,784 SF ]37 Z LIGHT IN— 20.5.6k_ PAVED OK CONCAZTE GOVERAGE 265.876 SF 62_7 I O AREA 424.554 SP q00 X HANDICAP PARKING SPACE GLE ELECTRIC TRAN5FORAER ^rt INV 2115Ii =--- _- j AflOX ,� y ARRELL STREET 130k MAX.) 75.0 I OFRYD VERGGSHELBUE ROAD I30X MAXJ J60 X MONITOR WELL ° l i Lfp \ ---- AwB jIO / a FSTING INISH SPOT GRADE 212.7 X 1r N EXIGRADE GONTOUR CO INI5H GRADE CONTOUR 55TTOKMWATERTRIEATMEM SYSTEM CONTRACTOR SHALL FIEtD VERIFY 'q SILT FENCE IIII s W — TECHS SAGCORDINGLY A� iW GIOTY OiATd1RLINGTON AND TIE UAV"ERDIRAIN WITH U.EAN-OUT o-_____________ VVVVV �3� 4` WATEe j 51 GLOW 763 CFS Ha CITY OF SWTH DIIRLINGTON SHALL kRVICE LINES 'P I I W Zy NOT BE INTERCONJECTEO EITHER ELECTRICAL VAULT K3051 W/2-4' PVC CONOI11T5—E-�—E— __'_,�., .LAC FEC l r'T " '02 INSIDE OR OUTSIDE TFE BUILDING. L .�_.- O G P GI InP1 :HASTE -_-- _ \ OVTFAI,L ALONG ITI89 RAIB �� I O E%LAYING BURIED ELEGTRILAL COPDl/1T (BASS AREA NEW 8' DI E% -• D+p �s'�s•� � � NEW WATERLINE. GATEVALVE. + G1.RBSTOP W PE NEW STORM LIE WITH CATCH BASIN 13 SILTII_ ni \ CONTRACTOR SHALL TYP. 'Y" $ -�---INSTALL 2-4' 5CR80 NEW GAS LINE PVL TO GO/D ENEW SEWER LINE REPLACE OVERHEAD POWER 4f I^ c I �• _ I CD1 _ ., � RATERLINE EATING I:' I `iXr•�P EG�ORMERS I " 1 J.. 1 l.:I-A -- VXII 1 LACYUSfp S(IP/'l A4A KA I I: I ) Iln1 c( FJ[ I: WI j I AI :Len •r vN Ir_ Ir I. vI., It *w'y"V \ NTHE ORTH OF I I I ` +oR_ r 212> -�- ❑ GATEWAY PROPERTY -ANTE - \\` p' C ,. ._, , �14 '�.__. ^131. 8' 5DR 35 EPVG 5.0004 L300 $'F;, 212.7 NO PARwwc _n -. ❑ ❑. rfPICAt. 7' [7 212.7 1 LIFE PRR0505ON BY f >)'1' r 2-"NEW MOTH �.. CURB REVEAL - NEW ENTER- �DR AND GATE +� TYP. PARKING AF.Y, SPA(. ISLAND r 6' SDR 35 PVL 5.0.004 L201 H n fr=_w" _ _ PLAN ENTITL ED - 7 " , ._. O'DELL PARK WAY BY CIVIL ENGI MArJH1VL F. CLF I ! 1W•2090 _ ASSOLIATE i ,j J _ 4_ � VD \ ii BENN FRANK LINORME? - N/F GMI 31 /\ 12 PE 305(Mcas Hof 2 RE .._ _. __ _ _ CBa EV•21973 '� OB7 - E M1 A '( 1J I T'TYIC.AL _ 1 -- PEW 8' SDR35 IN 20569 G ER.iANG ... .. _ I 1 —ART COR Al-.TYR. nW T I _ �I l5gwa 6_1 j cx^s 63' a5'w9 R5 ICSEWALT'... Ir KING P_ \ \ _ _ I R GOAiE'2AHVgRANT c�l1RDE57YD tii Si . C-- 1 112ii6.7a - - pqp � R � ^ ._Li I -_-�.. ! -i.-.. I._ 1-.jl-_f� 'o• /� / / _. I' _-' KAINAN 84 D RE I j 1MAIN3 I 16T 1 i� REMAIN T TO z 0 yiaes CONTRACTOR SHy.L G i { �. <)I 6 I -j -AHD GAP WATER SERVICES 1 I JI _I PRIOR TO GROSSING WITH // 8 WATERLINE � I or, I i �rvP' e6 -- ._ a PARKING 5TM • - PE TRIPARKIN B T I I .I NEW CURB. TYP_ STTALLS. TYP.. I I I I — — 1 I EZISrING MAIi leg SIGNS I Appovee M TGRdmlon W TNM 0e'AeiOpnlenT ReMew fimPO, The GGiI � I I - ��'-`�•e,�_. CXy 0180UID BIWnplon, Vpmgaan ap_OayW i NEW CB RIM TO MATCH a,, —,M+lwtbam lepuiemen®oT aep mMtloneyem �— CATCHil5A51NWIMIN 5-0011 E%IST IIX lamlMeon. sWlRle me_aava 6Y ®� —' THE CONTRACTOR SHALL NOTIFY "DICSAFE• AT ---.-1 ' cH.lrTnen aclelK I-888-DIG-SAFE rrytlOR To ANY ExcnvnnoN. U.S. ROUTE 7' SHELBUMVE ROAD TO I y II KI I�y�Py��J 1 ICONNE�CCT TO WATER —LINE _ tX. M RIt `I_A' a PVG II q,0 >i PVC. OUl^2U1,9.9 NEW STORM DRAINAGE cel IT TUBES RW]IMfa' U' IE OVi.AD]0 -1 DEN• N, K ]W]O' • re I.fS OIJT O +' PE Lo oun]meo• B' re OIPT•]0490' cee LD] R.— IT re ]O�SO� PE ]p11> BD' re O�•A].V rE PE CW •]o]Ei .—MMYw ]GDro n ]o+m PE B' auAn urea + K W ]0740PI,II.OVT•]WAO' OM Rlw]IROO 8' K •X06A [AB ]ph' K NI•]06 D re bJi 4• re L'D wx7m I- M E OUTSIODEO + re uD I— I I Inch R EXI5TING SITE INFORMATION WAS ODTAINED FROM A GROUND SURVEY OOMPLETFD DY OLEARY-&IRKS —L ASSOOIATE5 fN:TWEEN 6/T)/11 AND 1/B/m ], USING UNDER— UTILITY LOLATON5 WERE DERIVED PROM THE BE51 AVALABLE INFORMATION MGLL911X PHYSICAL PULLIIK+ OF LAVERS `iIRVET OGATED ELVES HYDRANTS ANO OTHER PERTIN•slT DOVE bROV10 UTILITE9 AND A RAN ENTITLED FACTORY OUTLET CENTER 5 TE + UTILITIES PLAN REVISED ALTERNATE' 13 DY I TFATRRA IIEWPLY. DATED MI H61 3. THC ERTIOAL DATUM ON THIS PLAN WAS ESTA-1— ON VERMONT NAVD 0 US NG MOPAAENT GMI-31 LOCATED ON THE SOUTH ISLAND 1. FRONT OF HEAT FRANLIN. + THC -WAAOTOK SHALL REMOVE ANY EXGE55 OR IMPORT ANY KII KED MATER AL5 AS NEYDEO 5 THE OONTRAOTOR HALL REMOVE ALL THE EXISTING FAKNNG LOT LIGHTS APO DA%5, REFER TO THE S TE —TI AMI SITE ELEOTRIGAL PLAN FOR THE LOCATION AND QUANTITY OF OOIOV T TRENHING —RFD. 6 THE OONTRAGTO; MAY, WITH THE OWNR5 FERMI -ON. REOYGLE THE EXISTING ANHALT AND/OR OOA'.RETE ROK — IN OONSTRUOTIPIG TN NEW PARKING —1. 7. THE FAREMENT GOMRAOTOR SHALL INCLUDE ALL STOP 5AR5. PARKING STALL LINESTRIPIN6, HANDICAP PARKING STALLS. OROS>WALAS 'FIRE LAN" AND 'NO rARKING" MARKINGS. AAD FAINTED ARROWS IN THE DASE DID FIXTURE AND POLE YICNlfR NOTE: PLEASE SEE ELECTRIAL ENGINEERS PLANS FOR SECURITY CAMERA DETAIL AND SPECIFICATIONS. AREA A A RRSFD TGRT— — — — / J -CQLE FOOTING C C* / \ (J Pei C* 1, 1 C* `AREA B 1 I \ 1 I D00 y \ RAISE G TING _ • \ PXOPO.SED SUPERMARKET 7{000SF. PPE-2f33D' \ 1 1 ,64 SF ITI N I / Fixture A and A' Fixture D • Manufacturer: G.dco Manufacturer: McPhilben Fixture: CA-22"(EPA 2.3) r Fixture: 102 •j Configuration: 2 Optics: WT Optics: 4X Lamp: 100MB Lamp: 250MH-SUPER Color: BRP Color: BEA Mourning Height 15'.0" Option: — Pole: RA4-20M Base Type: AF Pole Color BEA • - Poles arc mounted on mired f—.gx. Fixture B and B' Fixture E- SManufacturer: Gardco% Manufacturer Gard Fixture: CA - 22" (EPA 1.2) Future: CA - 22" (EPA 3.3) Configuration: I Configuration: 3 Optics: 4X Optics: 4X Lamp: 25OMH-SUPER Lamp: 250MH-SUPER Color BEA Color BEA Option: — Options: — Po1e: RA4-20M Pole: RA4-20H Base Type: AF Base Type: AF Pole Cuor BEA Pole C.1- BEA • - Poles arc mounted on mixed footings. • - Poles arc mounted on nosed f tings. Fixture C-• Fixture F- Mato -aura': G-&- Manufacturer: Gardco Fixture: CA - 22" (EPA I11 Fixture: CA - 22" (EPA 3.3) Configuration: I • Configuration: 4 Optics: 4X w, House Side Shield Optics: 4X Lamp: 25OMH-SUPER Lamp: 25OMH-SUPER Color BEA Color BEA Options: — Options: — Pole: RA4-20M Pole: RA420H Base Type: AF Base Type: AF Pole Color BEA Pole Color BEA • - Poles are mounted on nixed fwtings. • - Poles are mounted on mired footings. Fixture G and G• MANUFACTURERS • Manufacturer Gardco i Futures CA - 22" (EPA 11) Gardco Lighting ConFguation: 1 2661 Alvarado Street Optics: 3 San Lentdm, CA 94577 Lamp 25OMH -SUPER (510) 357-69DO Color BEA (510) 357-3088 fax Option: — Pole: RA420M McPhilben Base Type: AF 2661 Alvarado Street Pole Color: BEA San Leandro, CA 94577 • - Poles are mounted on raised fmtings. (510) 357- - (510) 357-3058 Its \ �► __< ► _ WK`�I►�It3�-s��. ss t �■�i �Ma .�A�. iii MM on ► Z�� ■ ��� Ewa .wor■■■uu■u.o■■'•�i■oou �J i �:u'pimom : aa,r;�` ss ice! ss .iiii311st J i r:�,♦i .............. .rrrr.MIN sa �irrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr���•• � � - _ K40NS170 i Y� II p III I m. .{ AREA A spP$ P$s BCP10C'�P P �* T jrkA 1.p'e'+ It48 4� P P \ Ve It 4$ a P$ i , D Y'h Y* $'�- `\v 4 / $ i rj P Y P4$ Pb, bri p ` .. :. e ` \ C _..- Fame A and A• ---'_- Nature D Cordoo Man fieturer M.Philben Fixture CA-22"(EPA 2.3) - Fixture: 102 ovfiguanufCudrrr anw 2 Optics WT Optics: 4X Lamp: 100MR L-p: 250MH-SUPER Color. BRP Coker: BLA Mounting Haight: 15'-0" Options: Pole: RA4-20M Base Type: AP Pok Color BLA "- Poles ate --W on raised footings. }sxnue B and B_ •_ F-re E• Mamrfae ! Paturo Gard. CA - 22" (EPA 1.2) Mmufe sn- Picnic. Gard- CA - 22" (EPA 3.3) Configuration: 1 Configuration: 3 Optia. 4X Optics: 4X Lamp: 25OMH-SUPER L®p. 23OMH-SUPER Colo BLA Cob,. BLA Options: - Options. Pole: RA4-20M Pole RA4-2014 Base Type: AF Base Type: AF Pok Cokr. BLA Me Color: BLA • - Poles ate mound o. raised footings. " Point; are, mounted os raised footings. Fixto,e C. P.m. F• ?Mm fectrrcer Tatum Gard- • Mon fecturer. Cordon Configuration: CA-22"(EPA 1.2) 1 µa F too Configurstion: CA-22"(EPA 3.3) 4 Optic. 4X w/ He.. Side Shield Optics 4X Lamp 250ME-SUPER Lamp 250MH-SUPER Color BLA Color. BLA optia's' -- OPtion s -- Pole: A4 R-20M Pole RA4-201i Base Type: AF Base Type: AF Pole Color BLA Pot. Cob- BLA ' - Poles ee soon dd rived footings. • - P.J. ue-and m raised firings. D R 4� 4P P• 9' P2 *' -. 9.> P� 9 4� ♦ P' P$ 9$ C*A�RA\ Glib' MANUFACTURERS STATISTICAL ARE4SUMMARY J D 1 .4 _._.. 71 T - - _ Chandra Lighting add Type: Horizon- mhoodo.oce d Galati sae. ' $hp P P P$ 4$ 2661 Alvarado Ssrd Grid Units' Footceodles ?" PY 'PI P(i7POS dSLiPFRMARKFTI - --- -7..000 S F. FF'1'13-5` -er T D f 13 h a San Leandro, CA 94577 A_ve h a Mon A 949 Maz/Mm (510) 357.6900 Shows Main Parking Lot 3.15 13.00 0.60 5.27 21.75 �e# es° sip(510)357-3088 thx Sbew's Storefront Rod 3.48 6.37 1.84 1.89 3.46 w ® Entry Drive From R77 3.28 4.70 L03 1.79 M7 4� to 3 .\4$ P$ Mcftdbw- / 2661 M-ado Street 9m Leandro, CA 94577 Diwlai- P(510) 351fi900 v (510) 357-3098 got This analysis was calculated m e .eordance with published ffS calculation netbds and procedures with _1 the data se entered by the user. This analysis is based on tested IRS photo time data, tight loss factam as �,e P de6tsd m the LL.P value. Thsa analysis is a ma0wmatscai model of wai tits eituetione, and is can be only as P 6 spocoa 10 -s� yg I mcarse as the model itself. CeIcu[& d values may vary from actual mcaswtmemv in certain situations SE Group is not rosponarble. for fight output dcvtatwns due to lamp/bW]wt combmanons or other,enables. 9 IV J -- 13 -- Ift �� B s A a'' M° 3' l�u m' s A' Y a s# x #� + YP' l� r ♦ s 1'0 4' A 4' U --11 -- D A [} B A %f 1 DEWVEAY STDRAG, Fes. _AND IiAND11F700F P0[.ES MO�CONMVR KEY ,642 SF O I AL)ITI N RET ML P - .� r r l x ' as - _ - �, spcascR T _ , ^ 0 5 war y4 1¢ P .. ,, >+ P ac a95 w1n ?$ spot Y J Y n• qm ti W 4$ mFp _ t 1 Po-___ ISO -CONTOUR FOOTCANDLE VALUE A. Package elunnnum Pobs for chipping sceoNiug b ASTM B 660. ._ B. Stae�on. Sud� po essr o p--rdiscoattwat legs (3pmvide)6nei, cimdutioo.1.00 e S 1 to tdisbrtiw and b'78 Retain hd pole mVpmg on me le'es^ Cpolesib -tallw finrbes, handle with- b�bric-p fief po msbilmon Fm._.��. ` 025. 035 - -mom- INSTALLATION _ \' R•' ! - ti %- Y' --- 4$ _, 1� I y' ..._ R __ 1� 4g' s a 11" - ' ' -- I. ewrpry w,m desods for mmr err and for meMu bolls nub, and washaa. Verify ', + _D A. Conerde Pomde[mns. Comsrocl acoordmg so Osvrewo 3 Sxaw "Cash-b-Place Concsete' '� • -,r Ij. ° .ry ,� yp t, .ry fqr vt ` '--R' I y anchor -halt lemplmes by comparing with acnol pole bases fmnished 2. Finish for Pub Exposed to Vim; Trowel and rob smooth Comply with Di,Ni n 3 _ ''I 4 c - - B. IneLail poke m follows Canada" for -pod finish. r $ - s s lens ¢�' �"' (-" ;' /m 1'p L Use web fabnc alinga (not chat. or csbl,) la anise and set poles. y'9 Qp 2 Mosast ��w wlesng nuts, and tighten to lewd recommaded by Polole to ' VV \ ____yt _. _ 4. Gr3. oom void bcl - polo base anles 1-1, phrob. and d Use nnn.t.ivk.ng air expanding cmemk °v a p rA - l F " g. giout faM eked meotire void P. s` .-...R$x'--»'--P$ ,_.._ -_a'" az.-. t - + --- ,+�, p. Yp' ap)� . 5. ae a anon race of I2 inch (I i ram stet p to make a drain hok through groin y\ Arrange b drain condenrlson from inteii of pow / �- � fix n - ° ,v y v4 n x .,' { , >. - I . �., yl jq ° C. Lumio.im Attachmwc flntat to usd,card strrsaurel svPporra ! " i # a R - 1 R Y ?' ++ _ W . A _AD PL�JSFL L0TM A B - A Lam, - ` \ 4� POLEPOLE Pp00�1' NG A A , CLEANING AND ADJUSTING B 'X 'Y1I Rory ti+ 1^° ti i 1.!' 1� Y° ?. B0` ?' T ' x z D"- ;qg� B --- `/ A. Clem ,mats aft- mablLmn. Use methods and marmots recommended by mauufxwrer. 'd y �qpG> _- -° A I'6Pc ajai ^ P' 1 Y ♦ Y T ?� t6 a - _ «• die° toe dal P >r 9a`" r-i-l---v°_ sl P' i P�jt s SII....P' �' GRAPHIC SCALE`'. �+ �p P �p se Y'Pac ? ? � sba , B RAIB®LIGHT 1$ YB.� / a I6 spaces„�5{L.s�es T Rs I - R$ d RdY $' ?' .i- 7" __'� i°. -_ A• ma,P'°4 P' ? Y'° i P' +�' / P$ I loch so )ft• n 3• P°> a PP' A*Rr' _.R _ I ,d• __;C e e' r 411' 1$ 1 A �. Pw4NL GHr _ A �p Bs Planni gxd g y*"� P > a ? > Y4 �' aa'°9uo. 1. 1 P snags ras., wea v a ma ,Ka was s won a.Rsno.'s.P -A- '- P¢' __--'-'Y- M° --P�- - P� �Y _ _➢� P P P .P P 9 9-`4' 4 '-'¢ Y P >"4l""'Y-^--Y V P. �"-.. i i` Y,-"`---vPi P'� 4 npy�, O sw.0 ® M[rw/LbvNr 07 25/Ot THE GATEWAY , tee, P P "P > �' Pis--_- -, P� KW O'LEARY-BURKE �215 4i$�' Ngw ROUTE 7_-.-„_. SOUTH 8URLINGTON� VT-. . x $ $ 8 � $ a a $ s• m s P P m CIVIL ASSOCIATES, PLC 1 A$ 4 P 9 9 P P¢' 4'� P scu[ 5 ANDREW AVENUE Sts 5 �XXT," LIGHTING PLAN 13.1 1"-4V PHONE. 878-9990 FAX 878-9989 NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED 80% COMPACTION WIRE TIES W/ HOSE LOOPS, SEE SPECS FASTEN WIRE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK 2 1/2" HARDWOOD STAKES. ALIGN — STAKES PARALLEL W/ROAD/WALKS OR PARALLEL W/DIRECTION OF PREVAILING WINO RE: DETAIL X/LX.X AL l STAKES TO DE CONSISTENT. COORSINATE W/LANOSCAPE ARCH, TEMPORARY WATERING BASIN BREAK APART EDGE OF EXCAVATION- W/SHOVEL AND BLENO PLANT MIX W/EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE -EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE 1 fJ 2 0'4" 3' 0,-3' - 0'-4" SECTIONS TOP OF ROOTBALL TO BE PLACED A SAME LEVEL THAT IT WAS GROWN IN IN NURSERY •S IGHT ROOT PLARE SHOULD BE EVIDENT 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP j SECTION -r- FROM ROOTBALL PLANT MIX 3 PARTS NATIVE BOIL 69. •1 PART WELL COMPOSTED MANURE • - ! FINISH GRADE •-p" - FILTER FABRIC GRAVEL 4" PERFORATED PIPE WHERE APPLICABLE. PERFORATIONS \���/\ / LAID DOWN UNDER DRAIN. AS REO'D II-- r-D'. N. ELEVATION CFW=)�7RE!E PLANTING SCALE: 1/4" = 11-011 SPACING 2- 22TL!A NUMBER OP PLANTS/S0. PT 5' O.G. 51.96. 0.04 4' O.C. 41.52" 0.07 36" O.C. 51.20" 0.12 30N O,C. 26.00" 0,16 24" O.C. 20.76" 0.28 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE. gSHRUB PLANTING SCALE: 1/211 = 11-011 SHRUB SPACING PLANT CENTER PLANT ROW 1. 8" x 8" POST X/ 1" CHAMFER @ TOP 2. 4- X 4" HORIZONTAL RAIL(TYP OF 3) 3. P X W CAP RAIL 4. 1X 4" TRIM(TOP & BOTTOM) S. 1" X 4" ROUGH SAWN SLATS, SHADOWBOX STYLE 6. FINISH GRADE T-101/2" (fYP.) VARIES - VERIFY IN FIELD SECTION A 8' HT. SCREEN FENCING, SHADOWBOX STYLE SCALE 1/2"- V-0" , I —l" Ferl; lnr..),(lwg NOTE: •ALL MATERIAL TO BE 100% NORTHERN WHITE CEDAR •ALL MATERIAL PRE -STAINED, WHITE (THREE COATS( -CAP FITS ALL EOUAL OR OVER POST AS SHOWN ON PLANTING PLAN FRAME .FAIL— FASCIA t_.711- 1 1/2"x3 5/S"5/6"a3 (Rou!ad EdgaM'Routed 5/e" Edgaal PICKET'—._- POS? 1 5/e".1 S/S" (Build Up Po w/ 7" O.C. Solid Cora, Square BOTTOM RAIL----- BOTTOM FASCIA 1 V2""5 6/8-15/8"X5 'Routed Top G 5/B" outad Top Gaga) NOTE: POLE BASE IS TO DE ONE CONTINUOUS POUR. THE 2' PORTION OF EXPOSED CONCRETE BASE ABOVE PAVEMENT SHALL BE HAND RUBBED SMOOTH. PRE-PABBED CONCRETE POLE BASES WILL NOT Be ACCEPTED. (ALL POLE BASES MUST 5E POURED ON SITE) THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL CLAMP SUITABLE FOR — DIRECT BURIAL 06 BARE GROUND WIRI 3/411" X 10--0N COPPER CLAD GROUNDING ROD POLE BASE WITH R' GROUT BASEPLATE AND ANCHOR BOLTS (AS PER MANUFACTURERS SPECSI 1" CHAMPER AT 45 WIRE ANCHOR RODS TO REINFORCING PAINT BASE WITH SAFETY YELLOW EPDXY PAINT ab• a CONCRETE FOOTING 5500 PSI, •• AIR ENTRAINED • • O \//\\// \ RIG GALVANIZEDELECTRICAL SUPPLIIED BY CONDUIELECTRICAL CONTRACTOR 6-06 DARE WITHIN A 6.6 10/10 WWF CAGE MAINTAIN A ',J' MINIMUM CONCRETE COVGRAGG ON ALL DARE n POLE FOOTING LIGHT POLFOOTING r` SCALE: 1/211=11-011 NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. PRE•PA6BE0 CONCRETE POLE BASES WILL NOT Be ACCEPTED. 'ALL POLE BASES MUST BE POURED ON SITE( THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL CLAMP SUITABLE OIRECT BURIAL POLE BASE WITH 1N GROUT BAS[PLATE AND ANCHOR BOLTS (AS PER MANUFACTURERS SPECS) TOP OP LIGHT POLE FOOTING TO BE 2" ABOVE FINISH GRADE W/ AV CHAMPERED EDGES WIRE ANCHOR RODS TO REINFORCING 8'-0N O.CCONC. 96 BARC GROUND WIRE— \//\\�\\/ • \\ \ \� AIIR ERETE TRAINEDTINO 3600 PSI, SECTION ELEVATION 3/4'4 X 10'-0" COPPER— FINISH GRADE GLAD GROUNDING ROO RIGID GALVANIZED ELECTRICAL CONDUIT UPPIIE. BY ELECTRICAL MULCH AS CONTRACTOR SPECIFIED --,ORNAMENTAL WOOD FENCE �\��\\/: ` \i\, 6Rd 1010 WWF CAGE SHRUB BALL (v)SCALE: 1/211=11-011 MAINTAIN A 3° MINIMUM CONCRETE AS SpecIFIL'IO \/ \�\ / /% COVERAGE ON ALL BARS /\/ SUBGRADE /� / �. " I I iR ON UNSUPPORTED EDGE FLUSH LIGHT P O L E FOOTING 000URSE (WHITE) E/=150NO PATTERN (RED) F -LAN PATTERN IMPRINT,INTO A611ALT ph1R..dog & dig. Po I (TOPCOAT WITH STREETBOND) ae&,ut - -'—'- 45° TAPER ON UNSUPPORTED EDGE ---gR NEOPRENE TACK COAT pw- "2) 2909R SE GROUP oww Sr � ati< � 4 •� t�A ROAD SUBGRADE SEE CIVIL DWGS SECTION ' 1 — - ;- [us �v R® aR..ww O aRr 0 �, a = �/ ,. THE GATEWAY 07 a 01 00215 STREETPRINT CROSSWALK PAVING MKtl , ^� p O(vEARY BURKE RO 7 SOUTH%ftIN.TON VT WE SCALE : 1 / 4"=1'- 0" STRCeToRt;ilT DWO ESSOCI � 5 ANDREW AVENUE SUITE $ AS NOTED PHONE 57a-9990 FAX 878-9989 LANDSCAPE DETAILS 4 A Al o u t P, ing Spa. 1-1 Al 271 L a n ds ca p i r-, pi—Ing & deWgu SE GROUP M OTEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDREW AVENUE, SU17F 5 ESSEX JCT., w THE GATEWAY CROSS SECTIONS JIAI NITIG TOTAL PARCEL PROJECT 189 SITE so-j suRUNGNON RESTAURANT IN sr ji LOCATION PLAN PAVED AREA ex. Sw AC 5 AKCEL AREA 424.554 SF 60, RETA DOUNDARY LINE SEWER I'm D Du DU DU DU STORM PIPE Z/ TR~ORMEK AND FAD, TYP. &A5 LINE, VALVE, METER G WALL KIM -2..tb WATER ONE, VALVE. HYDRANT IN OV9KWAD WIRE HANDICAP ELECTRIC NI 3, IRON FIFE FOUND ELECTRIC Ex. 5w REDAR FOUND Z, OUT 206 1�' (SATE VALVES o UTILITY POLE W­ SUY WIK9 NOT ACCOUNTED Z, GATE VALVES FOR ON FITZ?ATKICIk fe NO ACCOUNTED LLEWELLYN PLAN CA IN 205.90' Ex 5w UNDEK&ROUND ELECTRIC LINE PERNI ADO ROUND UTILITIES AN A AN ENTITLED FACTORY OUTLET CENT SITE CAP VERMIN 3, TI-IE VERTICAL DATUM ON THIS PLAN WAS e5TAbI_I5H5V1 ON _ T NAVD 66 Ulj� MONUMENT &MI-3t LOCATED ON THE 5�� ISLAND IN FRONT 01` DEN FRANKLIN GR�OMC SCALE ZE 99064 CIVIL, ASSOCIATES, PLC TOTAL PARCEL 424,554 sq'f' 9.74 acres NEW ! NEW 5MH13 u II PAVED AREA TO NEV, di Ni CONTRACTOR SHALL PLUS 5 AND CAP REMAINING ENDS OF ALL SEWER LINES THAT GREASE TRAP APE REMOVED k III I GIRD TO ONE �) REMOVED MIT) l I 3 ' —O�AbATE�V�E DE REMOVED 1 W PI'1TJ J / LBIO 12 PE _ NOTE= CONTRACTOR 5}IALL REMOVE ALL THE IXISTING PARKING LOT LIGHT5 AND DA5E5. L W TO 0E REgYTD DUILDI, BE REM IX LB TO BE REMOVED I GD TO W REMOVED .. _ •r _.. _'___N I \ 8' WATER STMHI \ r TO DE REMOVED \� CD TO Df:. kF_tAOVE.D — ,-EX-IMH TO r!'E REMOVES? NEWW HOPPIN CL?NT.�'R GA5 LINE TO DE REMOVED ITYP Hn TtfTp°E dr, . a -WATER LINE. TO DE REMOVED -o FOR 4.ONSTRWTIOfV 4r NP\N ELECTRICAL TRAN5F `.,EroJEit LINE. 70DF. KFMOVF.O ITYP 3 GATE VALVE TO KEEMOvCUR15ED " : DEILREMO TO <i EJSGMIG DOXES I \ — 1 TRANSPORFFR i '*r k x' TO x wavm --.- 7 ri5'r,ruOttt"na>;Y/, ra&f nenrr,luvMt/, A I N/F BEN FRANKLIN h I' GMI .31 A {II �yE0 i0 A� r EIS 213p GA LINE TO RKI IBENCHMADE REMOVED IwiI.SDTIINKD h \ SNa I^ `'n•<a"Ism'7�*;F ;#A�tr'w'`"" }�: 5TORMPIPC h O \ NV- REMO FOR NEW 10!' i t4'#Y N ➢ 5EWIE OWE � 0E REMOV RPMOVEb O ? » I kfd 1 DE WALK H]J J I I- ,LAD EK SEWER`PIPE TO BE CONCRETE GIRD T�O,,D� i T REMOVED E OVE REMOVED. t (.APPEAL TO IC REMOVED ` _._.._ / �AVR++ hTTIGN'I MH Eu -EX iM4 I I ATE �✓ I ( I +GATE VALVE \ I -._. ..,_. HYDRANT T �r IXl'ANLTUIIT DE CTRICAL REMOVED IMJ -.. (fWGw� REMAIN - _... TO DE RELIED _�_._.__ I _ �:._E� M1M1M1fff"' _— _ 1 f To C.CNLRETE CURD I F EID III Al GONKAKE GLR3' -- &REMOVED I I I I — — f — 7=77 71 — I I _ LZTZ:IT.LZSI-L- U. S. ROUTE 7 SHELBURNE ROAD FAARRELL STREET E I 9XISTINIS ELECTRICAL "*IDUIT DE REMOVED W,- o (/ O MAGN�IG A TO 0 NOTE. VTILITY POLES SHALL DE 4 ADANPONED AFTER ELECTRICAL POWER SWITGHOVEt. In RELOCATE EXISTING II WATERIIPE AND REMOVE OLD _ %, 'RAwSr0roRMr-Rs _I� I 9I Qo%f TO C57I ! HYDRANT TO CONCRETE CURD REMAIN ,—TO BE REMOVEED �I PAVED AREA TO See SHEEzw T NEW 5MHI5 L164T Ttl DE REMOVED BUILDING RE.,MABV t F � n t. -I;-f 'I vim ( r I I! cen I � �A I ! f S1 NEW CD RIM TO MATCH GRADE CONNECT NEW 16 PE TO EXISTING CATCHBA5IN (MIN 5.0.OU N LEGEND DOVNDARY LINE s EXISTING SEWER PIPE SEVMER PIPE TO EE REMOVED S EXI5TING STORM PIPE _.__.__.__._.........._. �T._._...__.... _. _.... _..__... STORM PIPE TO 0E REMOVED--�—�-3T EX. GA5 LINE. VALVE. METER k-roa--____-._.__...._ a ...__..__.._._.__..______.-_ E.AS LINE TO be REMOVED 0 EXISTING WATER LINE.._..__.....-_.__ .............__W ..__.__.__________ WATER LINK TO DE REMOVEDAtELOCAT® W OVERHEAD WIRE GUARDRAIL......v.......,_..-n_......._.�..�_�...v_ti-y..._._._�v_ CHAIN LINKED FENCE a.__..--x _.% IRON PIPE FOUND IIM D REDAR FOUND (RBF) CONCRETE MONUMENT FOUND (CMF) UTILITY POLE WITH GUY WIRE LL LIGHT 0 MONITOR WELL e ELECTRIC TRAN5FORMER 7� EXISTING HYDRANT br NEW OR RELOCATED HYDRANT Y' LIGHT5 TO OF REMOVED NEW STORM LINE NEW SEWER LINE [��':I.V E ERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM ONT NAVD 86 GMI-31 ON SNOT jj5460 SHOWN AT LEFT ELEV=213.73' GRAPHIC SCALE n IN FEET > I Meh= 40 NOTE5 I. EXI5TIN 6 SITE INFORMATION ODTAINED FROM A GROUND SURVEY COMPLETED DY OY.EARY -BVRKE CIVIL ASSOCIATESE5 DETWEEN 8117199 AND 9/15/99. 2 E%15TING VNDERGROUND UTILITY LOCATION5 WERE DERIVE£? FROM THE BF5T AVAILADLE INFORMATION INCLUDING PHY5ICAL PILLING OF COVERS, SURVEY LOCATED VALVE5. HYDRANTS AND OTHER PERTINENT ABOVE GROUND UTILITIE5 AND A PLAN ENTITLED FACTORY OUTLET CENTER 51TE + UTILITIES PLAN REVISED: "ALTERNATE' •3 DY FITYPATRICK LLEWELYN DATED MARCH 1969, 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTADLI5HEO ON VERMONT NAVD 88 U51NG MONUMENT 6MI-31 LOCATED ON THE 5OUTH 15LAND IN FRONT OF DEN FRANKLIN. 4. THE CONTRACTOR 5HALL REMOVE ANY EXCESS OR IMPORT ANY REQUIRED MATERIALS A5 NEEDED. 5. THE CONTRACTOR 5HAL1- REMOVE ALL THE EXISTIN& PARKING LOT LIGHTS.AND. BASES, 6. THE CONTRACTOR MAY, WITH THE NERS PERMISSION, RECYCLE THE F.%15TiNA'i ASPHALT AND/OR CONCRETE FOR REUSE IN C E T'- THE NEW PARKING "CAI. THE CONTRACTOR 5HALL NOTIFY DIGBAFE" AT. 1 888-DIG-SAFE PRIOR TO ANY EXCAVATION: SEES As MR ACMrA roror Nmwry mmw eu rn uc To Pscw 3mo ro 7/3/07 / ror flET1aGS Al PER .1 W sduTM BUNuxEipM CONu IA2,/M/a0 AENSWv xEvlsORS As ACMIAS CowENYS Y VR £Y E64CNA ❑ PRFIdWnPY OAIE ■ " THE GATEWAY o 21 99 rtAL O'LEARY-BURKE 99064 IRE ROUTE SOUTH DURLINGTON V7 gso64-_:I CIVIL ASSOCIATES, PLC T 7 T� PLAN 7 p �� ,J0 5 ANOREW A4ENUE, SUfTE 5 DEMOLITION PLAN P`µ T M BONE. 676- �T FOR CONSTRUCTION 7 1"=40' PHONE: +i76-mo BASE BID REQUIREMENTS: 1, AREA I REQUIRES A DA5E GOAT OF 2 1/2" OF TYPE I AND A I I/2" TOP GOAT OF TYPE III BITVMINOUS PAVEMENT. 2. AREA 2 REQUIRES A PAVING GEOTEXTILE AND 1 V4" OVERLAY OF TYPE III 51TUMINOU5 PAVEMENT. 3, AREAS 3 + 4 WILL REQUIRE A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III BITUMINOUS PAVEMENT. 4. AREA 5 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 5. AREA 6 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE 111 DITUM INOU5 PAVEMENT, 6. AREA 7 REQUIRES A I 1/2" DA5E OF TYPE II AND A 1 1/4" TOP OF TYPE III BITUMINOUS PAVEMENT. 7. AREA 6 REQUIRES A 2 1/2" BASE OF TYPE 11 AND A 1 112" TOP OF TYPE III DITUMINOU5 PAVEMENT. 6. AREA 9 REQUIRES THE EXISTING ASPHALT TO DE REMOVED IN ITS ENTIRETY. 9. ALL PAVEMENT MARKINGS SHOWN ON THE 51TE PLAN SHALL DE INCLUDED IN THE DA5E DID. PAVING GEOTE)MLE NOTE. THE CONTRACTOR SHALL PROVIDE AND INSTALL FADRIC IAMOCO PETROMAT 4599 OR EQUAL) FOR INSTALLATION UNDER ASPHALT OVERLAY ON AREAS 2-6. THE FADRIC 5HALL BE INSTALLED OVER AN UNCUT ASPHALT CEMENT TACKCOAT. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS RECOMMENDATIONS. ALTERNATE BID: THE 51TE CONTRACTOR SHALL PROVIDE AN ALTERNATE DID FOR AREAS 3 AND 4. THE ALTERNATE DID SHALL INGLVDE RECYCLING THE EXISTING ASPHALT IN PLACE AND REGRADING AREAS 3 AND 4 TO PROVIDE FOR A 3" SIDEWALK REVEAL AFTER THE PLACEMENT OF A 2 I/2" DA5E OF TYPE I DITUMINOU5 PAVEMENT AND A 1 1/2" TOP COURSE OF TYPE ill DITUMINOU5 PAVEMENT IN AREA 4 AND A 1 1/2" DA5E OF TYPE II DITUMINOUS PAVEMENT AND A 1 1/4" TOP COURSE OF BITUMINOUS PAVEMENT IN AREA 3. 4N1Pa T Ildio& .._ .._ Fy/F C '- - Cy` �i PAVEMENT REMOVAL PLAN 1 --1001 GAR - AGGE551 BLE PARKING NTS RESERVE PARRKING /tL S' TO ��—FLANGED CNANNEL CRWND STEEL POST VT SKr. E-121 HANDICAP SIGN NTS 18' RESERVE" PARKING E Zv VAN ACCESSIBLE jjjFLANGED CHANNEL GROUND STEEL POST VT. SHT. E-121 VAN AGGE5515LE 516N NTS NOTES, STANDARD PAINT SHALL DE USED FOR ALL LINE5TRIPIN6 AND HANDICAP ACCESS AISLES. THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP DAR5, PARKING STALL LINE5TRIPING, HANDICAP PARKING STALLS. CROSSWALKS, "FIRE LANE" AND NO PARKING" MARKINGS, AND PAINTED ARROWS IN THE DA5E DID. VAN - AC,GE551 BLE PARKING NTS DURABLE ARROW I NOTE= ARROW 5HALL BE 51ZED TO MEET STATE SPECIFICATIONS l PAINTED ARROW NTS M�J�� TURN FLANGED CHANNEL B ViEEL POST CRW TO ND 7SNT, E-ISI TRUGK5 MU5T TURN LEFT 516N NTS 30" STOP FLANGED CHANNEL S' STEEL POST TO CPOUND uf. SHT. E-121 5TOP SIGN NTS VT.SHT.E-R43 OURgOLE STOP LETTERS AND STOP BAR A� NOTE STOP LETTERS 5HALL MEET STATE SPECIFICATION$ 12" WHITE STOP BAR MINIMUM 4' BACK FROM CROSSWALK �Sa AREA 1 1 1 \ \ STOP 51GN, GAR, + LETTERING NTS FIRE LANE �'—LETTER5 SHALL BE 2 FEET HIGH WITH A WIDTH OF 4' NOTE PAINT 5HALL 5f DURA6LE PAVEMENT PAVEMENT MARKIN�5 NTS o- w;OAll . TA 1 eUNIF,■■ i T G".5ROUTA 7 SHFL.BURNE ROAD PAVING PLAN V=60' NOTES L EXI5TING SITE IIpOR1MTION WAS OBTAINED PROM A GROUND SURVEY COWLETED DY O'LEAKY-BLRKE CIV ASSOCIATES BETWEEN W 11 AND Y/b/99. 2. E%15TING UNI UTILITY LOCATIONS WERE DERIVED FROM THE BEST AVAILAILE INFORMATIQI INCLUDING PHYSICAL PULLING OF COVERS. "VEY LOCATED VALVES, HYDRANTS AND OTTER PERTINENT ABOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER 511E + UTILITIES PLAN RCVISEP= 'ALTERNATE" 43 BY FITZPAtRICK LLEWELYN DATED MARCH INKY J. TPE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED ON VERMOHT NAVD 88 USING MONUMENT GMI-JI LOCATED ON TIE SOUTH ISLAND IN FRONT - BEN FRANKLIN. 4. THE CONTRA— 5HALL REMOVE Y-,EXCBSS OR M ORT ANY REQURED MATERIAL5 A5 NEEDED. 5. THE CONTRACTOR 5HALL REAgVE AL THE E 11NG MK- LOT LIOPT5 AND BASES 6. TFE CONTRACTOR MAY, III— N O NERS PER S O REC CLE THE E ST W.a ASPHALT /OR AK> CONCRETE FOR REUSE GONSTRUCT NG NE RKIN6 AREAS, THE PAVEMENT CANTRACTOR 5HALL INCLUDE ALL STOP B R4 '—IN. STALL L —P NC, HAANJICAP FW ISTALLS, CRO55WALK5, TIRE IA- AND NO PARP, N6 MARK NGS AND PA NTED BROWS IN THR BASE DID FINISH GRADE,_ 6° GROUT FRAME TO THE FRAME OPENING THE CATCH BASIN POURED IN PLACE "GO PSI CONCRETE OR A PRECAST CONCRETE RING BETWEEN FTHE MEBMA%IMAND EGHTOSHALL BE 81RNCHES. (BRICK SHALL NOT BE USED). 3N-SHRINK ROUT OR NEW CURB SHALL REST ON FOP T, GONG �OF BASIN COVER - ADJUST HEIGHT I OF CURB AS REQUIRED OVERHANG. �+, ALL STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL ENGNEER TO WITHSTANO AN H2O LOADING REQUIREMENT 1 SEE TABLE " MECHANICAL PLUG ALL PIPE OPENING SHALL HAVE A WATERTIGHT ALL 8ACKFlLL� 'Ar /-FLEX161E PIPE SLEEVE OR GASKET. THOROUGHLY COMPUCTED 'IL' IN 6" fT5` \\V`_e PIPE I TYPICAL ON ALL OUTLET PIPES 4000 P.S.I. CONCRETE .I1',T UNDISTURBED SGL LEDGE PAYMENT LIMtF_/ "�- �'^•�S'- 7"j:j_E%TEND BEDDING TO CRUSHED STONE BEDOINtS ,' F LIMBS aF EXCAVATION PRECA5T CATCH 6A51N TUTS CATCH BASINS SHALL BE SIZED SUCH THAT: I. AT ANY ELEVATION, A MINIMUM OF 609 OF THE CIRCUMFERENCE SHALL BE CONCRETE. 2. THE MINIMUM DISTANCE, AS MEASURED ALONG ME CIRCUMFERENCE, BETWEEN TWO OPENINGS SHALL BE 6". 3. THE BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS: CATCH LARGEST SIDEWALL QTNCRETE BASIN PIPE DIA. IICKNESS COVER Y-D" DIAMETER ALLOWED HIGHNESS Rg I wNI�LL 38" 18 4 6 j 46 30 5 10 80" 3B' 8' 12 I!I III MANHOLE CHANNEL FlNISH GRADE NT5 UNDISTURBED SOIL BACKFILL "I APPROVED EXCAVATED MATERIAL THORDD IN 6" LIfGHLr COMPACTED 5 THE SIDES OF TRENCHES 4 FT DR MORE, E IN DEPTH ENTERED BY PERSONNEL-"'� SMALL BE SHEETED OR - SLOPED TO THE ANGLE OF REPOSE r Gl-C APPROVE. ROCK FREE BACNflLL THORO GHLY o D PERFORATED PE PIPE COMPACTED IN 6� D/2+12" LIFT' NO Si0NE6 17q., �-Q SEE PLAN FOR DIAMETER LARGE THAN 1 1/2° DIAMETER) THE CONTRACTOR SHALL WAR 3/4' TO 1-1/2' CRUSHED l� THE PERFORATED PIPE AND STONE IN MIRAFI 1MN OR EQUAL ORAINAGE FABRIC STONE BEDDING D/2 + 6" JF�? C —NDISTURBED SOIL UNDISTURBED STORM SEWER TRENCH NT5 CAST IRON MANHOLE FRAME AND GRATE-- -FINISHED GRADE LeBARON LC226 OR EQUAL N MORTAR FRAME TO M00 AVY-DUTY GALLON HEA __24. - MANHOLE RISER SECTION GREASE TRAP WITH -, FULL LENGTH BAFFLE '\ PRECAST REINFORCED NONSHRINK GROUT \ '-HEAVY-DUTY CONCRETE RISERS AROUND ALL PIPE -, OPENINGS (TYP). 3" VENT- -'-"' T6' INLET, " LIQUID LEVE 6" OUTLET ,• LENGTH ,I L @AFFLEL I NOTES 1, CONCRETE: 4000 PSI AFTER 28 DAYS 2. REINFORCING: 616/10.10 WELDED WIRE MESH 3. HEAVY DUTY TOP REINFORCED WITH #5 BAR 012' O.C. EACH WAY 4, KEYED JOINTS SEALED WITH 0-RING GASKET OR BUM RUBBER ROPE 5. PRECAST CONCRETE SECTIONS SHALL BE IN ACCORDANCE WITH ASTM C-478 GREASE TRAP NT5 FOR SANTARY LINES, IF COVER 5 LESS THAN 5 I/2', PLACE 2" TN- I...Y N BOARD WHICH IS EUITAMUE FOR BURIAL OVER PIPE IN NO CASE SHALL THE COVER Bf LESS THAN 1 I/2' OVER THE CROWN. 6' MINIMUM SERAGE SOR 35 PVC ACNFILL MM APPF TERIA M%g1WGHLYIc-` INI"UTs ME SIDES OF TRENCME OR MIXTE IN .1 ENTERED BT RERSONNE OF REPOSE APP - ROCK FREE BACKFILL TH OUGHLY WANTED IN A. USER mSTEA I% LANGDI t-) USE 4' DIA, PVC PIPE TO MARK LOCATION AND DEPTH OF SERVICE CONNECTION - EXTEND FROM PLUG TO 2' ABOVE FINAL GRADE v P s PVP I. NOTED 10AMERTESE WEEP HITTING 35 PVC - SEE SEWER TRENCH DETAIL FOR SEWER MAIN AND SERVICE BEDDING DETAILS SANITARY SEWER GCP\/I/' C / /1fA1N1�1— NT5 FINISH (SEE ADJUST COVER HEIGHT WITH BRICKS AND ENCASE IN MORTAR. ELECTRIC CONDUIT TO BUILDING ----- COPOLYMER --�,�- POLYPROPYLENE PLASTIC RUNGS WITH 1/2- GRADE 6D STEEL REINFORCEMENT OR EQUAL. 12' O.C. MAX, 6' Or IN. 5 --I S.T. GRISWOLD PRECAST AS' MANHO E OR APPROVED EQUAL BACKWATER VALVE ON INLET (NEENAH R-5004 OR APPROVE. EQUAL INDIRECT' WASTE INLET BACKFILL Is us, THAN 5 1/2' LEDGE vIALwEnRIAL =s1:" PAVEMENT TR��/2/E�2v�E OVEa TXA. E CR11 LIMIT u S O G AF PIPE) PRECAST MONOLITHIC - HE CONTRACTOR 6HALL AT MI Twt.FREER EATERNCNE3 L — Is RN Nn No ALL6HE0 READY FOR EAGKHLUHG TYPICAL SANITARY TRENCH NT5 MANHOLE FRAME & COVER //-NEENAH R1642, LEBARON LC266 OR EQUAL NTH CONCRETE GRADE RING NO BRICK SHALL BE ALLOWE A. S.T.M. C478 PRECAST REINFORCED CONC. MANHOLE CONE AND RISER COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL 12" O.C. MAX. 6" O.C. MIN. A$' S.T. GRISWOLA - - ------ PRECAST 48' MANHOLE CR APPROVED EQUAL R CLASS BCONCRETE CAST IN PLACE SHELF RUBBER GASKET FOR 2'-4" RISE WATERTIGHT M.H. CONST. (TYP. ALL PIPES) SUITABLE -V SACKFlLL LEDGE PAVEMENT 12" LIMIT PRECAST MONOLTHIC -� / CONCRETE EASE MIN. 2'--' '� 58 HEIGHT p4 *6' O.C. EACH WAY LEDGE PAYMENT UNIT SHALL BE 3' OUTSIDE OF THE MANHOLE STRUCTURE TO A DEPTH OF 24' BELOW THE INVERT. '-l' NO PARGNG OF INTERIOR JOINTS WITH MORTAR SHALL BE ALLOWED GROUT FRAME TO BRICKS 24' ROUND HEAVY LARGE MANHOLE F AND VENTED LID T swf� NO PARGNG OF INTERIOR JOINTS WITH MORTAR SHALL BE ALLOWED -`-' OR UT FRAME TO BRICKS - 24" ELECTRIC JCT. BOX (NEMA SIR) MIN. COAT EXTERIOR OF CONCRETE AND O BRICK PATH TWO (2) COATS OF WATERPROOF SEALANT � SEE SPEGflCATONS FOR MH TESTING REQUIREMENTS �. 0 RING RUBBER .-.-..-.--__ __.___.. .. GASKET IN ACCORDANCE 48 WITH A. S.T.M. C-443 AND A.S.T,C-361 OR BUTYLM, ROPE WELDED STEEL WIRE FABRIC WA SENS COULD A2-7 OR EQUAL) � 01 INLET, Sae notes 8, 9� 'D SLOPE CONCRETE INVERT CHANNEL A I, , FII 1 I 1 rzm:�� NOOX USE ONLY MANUAL uEMODS AND CLEANING TWMIN WETLAND AND BUFFER ZONE. 51LT FENCE DETAIL //-Se IOnt 1 Ir-Alsum 'Ronge Ith eopren1gasket Sl Ahluminum swirl VARIABLE C Omber STANDARD LENGTHS 12" �- :� 8" INDIRECT WASTE OUTLET Sealant + - - - _ 6" CONNECT TO SANITARY MANHOLE Baffle WDiI WITH A BACKWATER VALVE AT INLET OF MANHOLE (NEENAH B l p. 6" R-5004 OR APPROVED EQUAL) Rim elevOtlDns to PLAN VIEW B CONCRETE BASE MIN. 2' 1 1 58" match finished grade HEIGHT. 3/4" TO 1 1/2" p4 0 6' O.C. CRUSHED STONE BEDDING EACH WAY DO NOT USE LIMESTONE LEDGE PAYMENT LIMIT SHALL BE 3' OUTSIDE OF THE MANHOLE EXTEND BEDDING TO LIMITS OF EXCAVATION STRUCTURE TO A DEPTH OF 24" BELOW THE INVERT, NOTE: RIM TO BE SET A MINIMUM OF 4 FEET BELOW BUILDING FINISH FLOOR ELEVATION INDIRECT WASTE PIT /- COAT EXTERIOR OF CONCRETE AND BRICK WITH TWO (2) COATS OF WATERPROOF SEALANT SEE SPEGFlCATONS FOR MH TESTING REQUIREMENTS 0 RING RUBBER �- GASKET IN ACCORDANCE WITH A.S.T.M. C-443 AND A.&T.M, C-361 OR BUM ROPE WELDED STEEL. WIRE FABRIC VARIABLE STANDARD LENGTHS (1,2,3 & 4 FT.) '- -, VARIABLE 3 0" STANDARD PLUG LENGTHS Z5 IT, 3/4" iD 1 1/2- CRUSHED STONE BEDDING 00 NOT USE LIMESTONE E%TEND BEDDING TO LIMITS OF EXCAVATION TYPICAL PRECA5T STORM/SANITARY MANHOLE NT5 NT5 GENERAL SANITARY SEWER 5PEG5. I SEE OTMER 5HEET5 FOR ADDITIONAL INFORMATION 2) CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED PROM THE BEST AVAILABLE 50 G,r AND MAY OR MAY NOT DE EITHER ACCLEATE DR COMPLETE. THE CONTRACTOR 5HALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY. PU5LIC OR PRIVATE 5HOWN OR NOT SHOWN HEREON 3) THE HORIZONTAL ANO VERTICAL SEPARATION FOR 5EWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE "TEN STATE 5TANDARDS - RECOMMENDED 51ANDARO5 FOR WATER', 4) PRIOR TO CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER. S STORM SEWER PIPE LP TO IS" IN DIAMETER SHALL BE PVC SDR 15 COMPGRMINCP TO A57M D -3034, AS- O- U2 A- A57M 1-477. STORM SEWER PIPE 18" AND GREATER IN DIAMETER SHALL BE PVC 5DR 35 CONFORMING TO A5TM D-3034, A51M D-3212. AND A5TM F-47 , 6) ALL SANITARY 5eW PIPE SHALL BE PVC 5M 35 CONFORMING TO A5TM 0-3034, A5TM D-3212, ANC) A51M F-477. 71 ALL TRENCH FILL SHALL. BE PLACED IN 6' LIFTS AND THORG 1&-y COMPACTED TO %% OF MAXIMUM DENSITY OF OPTIMUM M015TURE AS DETERMINED BY A5TM D9 6 57ANOAREJ PROCTOR. 61 ALL FEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AND DEFLECTION TESTED. THE LOW PRE55URE AIR TEST WILL BE USED TO LATE 5WUINFILTRATION OR EWILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWER, ALL TESTING WILL Me CONDUCTED UNDER THE SUPERVISION OF THIS ENGINEER, AIR TESTING SHALL. BE PERFORMED IN ACCORDANCE WITH A5TM CE2B-BIG THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 P51 TO 2.5 P51 SHALL BE L2 MIMYEES PER GO FEET OF B' 5EWER. AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 OAY5, THE DEFLECTION TE51 MAY BE PERFORMED. NO PIPE SHALL E%GEED A DEFLECTION OF FIVE PERGFNT MA). IF THE DEFLECTION TEST 15 RUN USING A RIGID BALL OR MANDREL, IT SHALL HAVE A DIAMETER EQUAL TO ,,X OF THE INSIDE DIAMETER OF THE PIPE THE T65T SHALL BE PERFORMED WITHOUT MECHANICAL PVLL NG DEVICES 91 ALL SANITARY SEWER MANHOLES SHALL BE TESTED PRIOR TO CONSTRUCTION OF THE INVERT BY THE VACULM TEST METHOD DESCRIBED IN TI£ TECHNICAL SPECIFICATIONS. THE MINIMUM ALLOWED TIME FOR A "— PROP FROM C OF MERCURY TO TOF MERCURY 5— BE 2 MINUTES, OI ANY SLARFACES. LINES, OR STRUCTURES WHICH HAVE DEEM DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED TO A CONDITION Ai LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE "GINNING OF CONSTRUCTION. 10 THE CONTRACTOR SHALL COORDINATE THE LOCATION AND 0 5TALLATION OF THE INDIVIDUM LOT 5EWER LINE SERVICE5 WITH THE OWNER AT THE TIME OF CON5TRUCTION SECTION A — A Concrete eynote 9I1 O Control WGII NOTES: 1. Stormwater Treatment 5yalem (SWIS) shall have' S. SWTS Inverts i on, out sha11 be of Vie m levolipn Peak Geatnment wpocily: 6.5 cfs 6. SWTS shall n t to ­ by eHecle pl downstream loilwater Sediment toroge: 3.28 c Td 7, 5WT$ shop Iwve no internal c mporlanls lM1ot obstruct mointenonce oc SMinmenl cM1anmber Aia: ^' E. let poip et be pe�endicular to the structure c®� 2. SWIM boll be tamed i One tanguWr ahucturc 9. Pipe lotion Iry , gx ails plan for 'ze antl location 3. EW , shall re ove BOF of ono 155 oodinq 10. punt. Mali not be possible for assembly f ,roil 4. SWtb aM1all retain floolabies and trapped xdimanl up b asp 11. Manhole frames and Pertoroted covers ®applied with system, o[ inatalMd IMAing peak treafinen! capacity 12. Purchaser to prepare cava Vortedinicr 41 Ev STORMWATER TREATMENT SYSTEM 27-878-3ee2 F— 207-878-8507 VORTEGH5- MODEL 5000 Fo1D MAINTENANCE PLAN TUTS Vn IOU MAeurFNANLE I AHD WTL ro- M — E EE-- MOHN Re-RFME Ts EVEMSOWNR REPRESENiwf vp 41HALL PORM NXBCTIOxS Lr O IX4 G Ni^ MGEI Sigh NS 11'IF tu9 A5FLq r�ITIONEaOTFE SipTtM�pIPHeM 14GETATION TH pF FGn iaiol IT ONe r THE voeerecH ReAYwEXr rrc ° AN,µOVDTLeeroTs Alms lw ANT OBSERVABLE DEGRADATION � THE STORM IT_. L Ee 'FED 2'61X1iOPLWmERr- uMIAET1Pq-sows cOMLCTE nIR -- war TO MA-AMA-A.OPT REPRESIWiMul L AIA� T AIS LL eE NGLLOED As RE .. YST¢Al A ANY —or GULL ES B IN[Ks GA D¢eIER sFa1LL Be P LLED AND vE TueD MICA sNulx pe P,RMOVFD CA veEG ,A,- SFwof id Be E5�TRAp_TMSHMF,p� IW�.L IN THE S. TECH T-OEKT SYSTEMS AREASE WI VVeseTITICN rROvpJES SEp �M[NT vnIN or DARE SOIL. THIS is PART I.-Aw"IN PLOW HnroALE nMsJIOLRT�r esy.wl,L ypnptm,O� IR A �IAIs A.l 11 au ION •. 6RAssfD AREAS SHALL W Al Nu— TO rRetzNT CSTABI. E A VORTscH iREATAEI rL zurEsreMS Alp cniuH DA>N 5uwseA uDtNwv of of Ppe wYEAR,'A' eAtcr.Inv fin, wuAwArs, 0�- � THE CONTRACTOR SHALL NOTIFY "DIOSAFE" AT1-800-225-4977 PRIOR TO ANY EXCAVATION.�� ALL JOINTS SHALL BE THOROUGHLY i. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. CLEANED AND EXISTING COATED WITH EMULSIFIED SMOOTH CUT E%ISTIN_G BIT. BIT. PAVING Z RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE, CUT SIDE FACES _____ ASPHALT PRIOR PAVEMENT PRIOR TO PAVING -� ON ONE OR VERTCALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOLID PAVEMENT. TO PAVING BOTH SIDES MIN THICKNESS OF EXISTING PAVEMENT OR A MINIMUM OF 11/2" OF TYPE III 3, DACKFILL TRENCH IN 8" 111T5 AND COMPACT EACH LIFT TO 95% OF MAIN M DENSITY OF OPTIMUM MOISTURE CONTENT q5 DETERMINED BY ASTM D898 STANDARD PROCTOR, OVER 2 OF TYPE 11 BASE COURSE / 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN --NEW��� OF MUD AND STANDING WATER. 5. APPLY LIQUID EMULSION (R6-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON BOTTOM OF THE HOLE, EXISTING THICKNESS OF EXISTING GRAVEL OR 18' MINIMUM DENSE GRADED l 6. PLACE TYPE 11 BASE COURSE PAVEMENT A MINIMUM OF 2" THICK, GRAVEL BASE CRVSHED STONE PER VT STATE _ 7. FILL TOP OF HOLE WITH TYPE IN BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2". FINAL SPEC. 704.06 LIFT SHOULD BE 1/2' TO 1' ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTDN `---� THE PATCH IS LEVEL WITH THE EXISTING PAVEMENT. EACH LIFT SHOULD BE THOROUGHLY COMPACTED WITH A TRENCH VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY _ _-- EXCAVATION---� BE USES FOR SMALL AREAS (LESS THAN i S.F.). 8, CLEANUP AREA, DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT, REMOVE SAFETY SIGNS AND DEVICES, REPLACEMENT OF EXISTING f51TUMINOU5 PAVEMENT NTS CONCRETE CURB-, 5" THICK 3500 P.S.I. CONCRETE WALK 12" 4"TOPSOIL �y,N .FALL EXPOSED SURFACES TO RECEIVE 2 COATS MIRAFI OF AN AND-SPALUNG COMPOUND, FABRIC OR TYPICAL 51DEWALK 5EGTION NTS SEE SHEET B FOR PAVING REWIREMFNTS \ -1 SEE SHEET 8 FOR SEE SITE PLAN PAVING REOUIREMENTS� FOR GRADING 12 DENSE GHAOfp CPUSH°D STONE // STATE �E®L J _LSANU 'JhHON 7'%'//,/'/(/ AiFSPEC _ _/I T03.03 ARATION CONTRACTOR NOTIFY ENGINEER TO INSPECT EWAI $UBORADE S. BEFORE PLACING ANY GRAVEL NOTE: DETAIL APPLIES TO AREA 7 AS SHOWN ON SHEET B MINIMUM WIDTH 6"+ PIPE DIA.-t7 - PARKING AREA DETAIL NTS 1/2" RADIUS I /z" RApNS i A P E� pp �. "., !`� GAADE INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMINATES TYPICAL TAPERED CURS NTS 5" THICK 3500 P,S.I, CONCRETE OR OTHER APPROVED TREATMENT "' SAND BASE (VT. SPEC �.I-2-".{-- VARIES ' SEE PLAN '"TOPSOIL 703.03) Y GRAVELSBASE (VT. SPEC. 2' THICK DOW STYROFOAM SM OR EWAL INSULATION BOARD / / / T/-� 70405-FINE) - --/I ALL E%POSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPALUNG COMPOUND, EMULSIFIED ASPHALT- 1/4' RADIUS 3.500 PSI CONCRETE \` END AREA a 0.94 S,F. SIDEWALK RAMP TEXTURED oz 1/8` REVEAL �aO /ROADWAY SURFACE EZ Section A -A \CURB CONCRETE CURB FIRE LANE 4' rOPSOh "- H &HEW ITHHAL WIDTH ISE 2OFE 4T NOTE: PAINT SHALL DE DURADLE PAVEMENT MARKING5 NITS 12" FABRIC OVERLAP PERF. PE BELOW FINISH GRADE PLAN FOR LOCATION UNDERDRAIN WITH 3/4- TO 1 1/2" CLEAN STONE WRAPPED IN MIRAFI 140N FABRIC NOTES 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JONT BETWEEN SECTIONS, 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 ( 1/P SPONGE RUBBER OR CORK ) 3) ALL EXPOSES SURFACES TO RECEIVE 2 COATS OF AN ANT-SPAUUNG COMPOUND. CONCRETE CURD NTS CONCRETE CURB SEE SNEET B FOR PAVING REQUIREMENTS 4' TOPSOIL SEE SHEET 8 FOR 18' PAVING REQUIREMENTS SEE SITE PLAN ,,. i FOR GRADNG 7 A95" DENSE GRAp�CRUSHiAD SiOUEa /� ST7 TYPICAL 51DEWALK 5EGTION 6'sANODasHIrn A�$G ADJACENT TO BUILDING NTS IRAFI 500X $EPARAPION CONTRACTOR IN- NOTIFY ENONEER TO INSPECT FANRIC OR APPROVED EOUA SUBGRAGE SOLS BEFORE PLACING ANY GRAVEL NOTE. DETAIL APPLIES TO AREAS I AND 8 AS SHOWN ON SHEF 8 MINIMUM WIDTH 6"+ PIPE CIA. � ROADWAY AREA DETAIL NTS CURB�TRARJIIMTIO-NSIDEWALK RAMP(TEXTURED) Section B-S 30" STOP B. FLANGED CHANNEL TO STEEL POST ICING VT. SHT. E-121 STOP SIGN N.T.S. VT. SHT. E-143 DURABLE ARROW y ") , �" rote I.Xeb »tLLl X f wnlrt ♦�mm NOTE' ARROW SHALL DE GAR - AGGE5515LE PAR_ K ING SIZED TO MEET STATE SPECIFICATIONS NTS PAINTED ARROW NTS SEE MANUFACtURERS DETAIL SHEETS FOR READ DOLT PATTERNS 2 FIN15H GRADE i4 REDAR 4 DABS I VE W VERT. STIRRUPS 4B i' x C ANDUIT IN 12" FABRIC OVERLAPSCH 40 PV 4' PERF. PVC SOR 35� (ASTM F758 OR AASHTO M196) 5' BELOW FINISH GRADE OFFSET PIPE 18' FROM FACE OF CURB " 6LONG CAPPER UNDERDRAIN PATH GROL ROD WITH --�'- #6 COPPER WIRE FOR 3/4' TO 1 1/2" CONNECTION TO POLE —CLEAN STONE WRAPPED IN MIRAFI 46' SEE MANUFACTURERS DETAIL SHEETS FOR REO'D DOLT PATTERNS RESERVED PARKING 8' TO FLANGED CHANNEL GROUND STEEL POST VT. SHT. E-121 HANDICAP SIGN NITS a" RESERVED PARKING N VAN ACCESSIBLE 8' TO FLANGED CHANNEL GROUND STEEL POST VT. SHT, E-121 VAN AGGE5515LE 516N NTS Al - /AN -A ,C E551DLE PARKING NTS SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP 51DEWALK RAMP NITS AP WM t TIRED FlNI IF SHAD{ BE INSTALLED .T INTERSECY. WNERE NEW ID CURBS INTERSECT, IRASUE RAMP SLOPE GENERAL GON5TKUGTION 5PEGIFIGATION5 1) UTIUTY INFORMATION SHOWN HEREON WAS OBTAINED PROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE BMER ACCURgiE OR COMRETE. CONTRACTOR SHALL VERIFY £%ACT LOCATION CF EXISTNO InHJ{IE$ AND SHALL $ flE$ONSI&.E FOR ANY DAMAGE 10 ANY U`UTY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR AHALL VERIFY NEVI TAP LOCATIONS MID SHALL CONNECT ALL UTIUTES TO NEAREST SOURCE IHRWCM COOkONATION WIM UTILITY OWNER. 2) THE CONTRACTON SHALL BE RESPONSBLE FO1 DEMOUTON AND REMOVA OF AL EXISTING VECETATDN. PAVEMENT, AND MUC""S NECESSARY TO COMPLETE ME WORK LN.ESS NOTED ON THE$ PLANS. CONTRACTOR SHALL REMOVE ALL MASH FORM SITE UPON COMPETIO" OF CO8B R ETON. PNY WRFACES, UNES OR STRUCTURES NHICH HAVE BEEN DAMAGED By THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONOTON AT LEAST EQUAL TO THAt IN WNICN THEY WERE FOUND IMMEDIAlE1.Y PRIOt TO BEGtNNMG OF CWSMUCTON. 3) SEE DMER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL DETAILS FEW REMENTS AND SPECIECATHONS 4) AAC WORK SHAL BE IN ACCORDANCE YR1H THE 199p VERMONT NCY Of IRANTHEOT0_ PU STANDARD 9PECINCATENS FEB, 1HESE PLANS U. NOR_ SPECIICATONS AND 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE VATH WITH THE NEW IMPROVEMENTS SHA BENREMOVED BY MININGOOR, BURNING. 8) A MINIMUM OF OAE-WAY TRAFFIC ANAL BE MAINTAINED AT ALL TIMES. CONTNUW6 mTWAY TRPFFIC WILL BE REWIRED AT MSIRUCTONH ACTIVI ES LIGI �EEMEDPI WRBINCTME OWNER, SHALL OWECTOTRAFFlOURSC WRING PEAN°HOUPS� TEMPORMLY COISiRUC ION -"E- .CNB AND TRAFFIC CONTROL SGNS SHALL BE ERECTED BY THE TOR ACCORDANCE MTi STATE AND TOWN STMlDPADS 7) TIE CONTRACTOR SHALL BE RESPONSIBLE AI H15 OWN EXPENSE FOR DOE -LT OF TONSH CREATHATTE ATHE DMlISANGEAOR SAFE �NAIARD. WHERE AND NNEN DE61ED NECESSARY, ME CONTiACTIXt MILL BE REWIRED 10 WET C$NLQRITE DE, OR SWEEP THE C uhIE URWCALCIUM DWAYWITH A POKER&NOOMY FOR DUST CONTROL B) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF 'TART ANY WORN, CUTTING PAVEMENT, _.,NOME INSTALLATION OF ANY UTILITIES, BRINGING INANY NEW GRAVEL OR STONE FOR ME NEW BABE. PAVING, ALL TESTING, AND FINALECTW, IN ORDER TO ASSVRE COMPLIANCE WITH TIE PLANS, 9) PRIOR TO BEOONNG DON9rRUCTDN. ALL MATERIALS SHALL BE APPROVED BY THE ENGINEER' 10) AL PILL SHALL BE PLACED IN 8 INCH LIFTS AND MOROUONLY COMPACTED TO B5R OF MAIGMMM DENSITY OF OPTIMUM MOSMRE CONTENT AS DETERMINED BY ABM OB!✓0 STANDAR. PROCTOR, AND BNALL BE TESTED AT 5DO' INTERVALS, UNLESS OTHERW$ SPECIBED. I1) CACNfIU UNDER PIPES IN FILL AREAS SHPLL BE COMPACTED TO 95R OF MAXIMUM DENSITY OF OPTIMUM MOISMRE CONTENT. MINIMUM OF ibY) (2) COAPACTION TESTS STALL Bf TAKEN AT THE CONTRACTOR'S EXPENSE, UNDER EgCH RUN OF PIPE PRIOR TO INSTgLUrvO TIE PIPES. TIE PIPES SIP11 ONLY BE INSTALLEp OVER ADEWATFLY COMPACTED 12) THE HAYBALE DAMS, SILT FENCES, AND OEOIES SHALL BE MAIN RAINFALLL ORAAS 0 oC C 8Y THE ENONELTL U�NM pLL OST1RBEp MIAS HAVE BEEN PAKO OR GRASSED AND APPROVED BY THE .UL . R, ME MAINIENAHGE OF Mf SIR.",N GONIRO. DEVICES N1LL INCLUDE THE REMOVA ANY ACWMULAT. SEDIMENTATION. 11) THIS DESIGN MUST BE INSPECTED BY O'LEARy-BURKE CIML AS ES PLC. ES$% JUNCTION, VERMONi Tp ENSURE COMPUANCE WAN THESE PLANS, O'LEMY-BURNS WAIVES ANY MID AL RESPONSIBILITY AND UABILITY FOR PROBLEMS THAT ARSE FROM FAILURE TO FCLLOW Ts$ PLANS, SPECIFlCATWS AND TIE UESCN INTENT MAT ME PLANS CONVEY, AND FROM FAILURE 10 HAVE BEEN NOTIFIED BY itE LONTRA.T. TO INSPECT ME WORMS AND iE515 IN PROONESS 14) ALL SLOPES, DITCHES AND DISTURBED AREAS SHALL BE GRADED SMOOTH, CLEAN AND FREE OF POCKETS IWTN SUFFIQEHT SAFE TO ENSURE DRAINAGE 15) SEE ARCHITECTURAL PLANS FOR BOLDING. GRADATION REQUIREMENTS MAYEMAL E. PEDnAEDirvi O SAND D� GN _ PEG TGSD6 N iY9D mD II x 80-100 R o-m % a 8% �lO4.o4OR suleA$ - yr sPEO B4 POD E290 zo-60 x a tz 0-ex yr SPEc�iOaobFa+ SUeBAY 1 1/z' N POD ,R9I r BO-Y00 x JO-8o % O-tz % o- x OVETPI$GRAGEPoGRUSHED`TpNE 1�-"' 3 r 75--tao% 39-eoz S Izoo -5 x - FINISH GRADE DURABLE STOP LETTERS AND STOP BAR I4 REDAR - 4 HORIZ 5AR5 W 6 VERT. STIRRUPS NOTE, STOP LETTERS SHALL `s.r MEET STATE 5PECIFICATION5 2" 5CH 40 PVC CONDUIT 12" WHITE STOP BAR-1 MINIMUM o BACK xx FROM CROSSWALK 1� 24" STOP 516N BAR, + LETTERING 6' LONG COPPER NTS - "ROUND COPPER WIRE FOR 7/3/01 WNG L—ONS A. SIZE CONNECTION TO POLE 0N FABRIC '01111 EAA "ONIC AL LIGHT POLE TYPICAL LIGHT POLE ,��� °oo`, FOUNDATION (ISLAND) FOUNDATION (PAVEMENT) =;la ' N, -;It- NTS NTS ®- WATER D15TRIf5UTION 5PECIFICATION5 THIS ITEM SHALL GCWSDT OF THE LAGER, EWIPMENT. AND MATERIAL REWIRED FOR TFE MPLETE -INSTRUCTION OF HE WATFRMAINS ANJ $EF.VIGES ALL MATERIAL FOR IS-KFILLING SHALL DE FREE OP RDGn STUMPS, ANI FROST. MITERIAL5 USED WIN—SHALL INGLADE E%cAVATION. NG. FIVE. v OTHER AePURTENANGES� ER ELDOwS. REGAON FOR DALKPI_NE 1RENDES SHALL DE FRFL OF 5i 5 WEIGHINfi OVER .•XT POUNDS. NO STORES _AA EC Als fOR A LOMLETE HEA IP WATER 5 MATE A- 1NITALLATIONSwSHAMA. DE APPROVED BY AL NUNIL R AVTNORITT. L AND pgFOOT IONe NC+Es EI Iw pIMENyION sNULt DF' PEALED wlTHin ONE I OF THE PPELN BAGKf uEO. L2 WATER PIPE MATERIALS DALKPILL FOR ALL P PEL NE5 SHALL DE PLACED N SIX NCH bT LAYERS, EACH LATER DEING OWN-Y GOMPPLTED TO NOT LESS THAN P5 PERCENT DIALTIP PE OF MA%MAM DRY DENSITY A DE DETERMINED DY THE AA5HT0-T-M9 STANDARD PROCTOR, PARTGULAR PRECAUTIONS SHALL DE �IRONAP DE A MINIMAM DAMETQ O IE/ AND NT AWWA E 11HE TT N TIY RCEl4FNiANDGOeAP THE DALKFN.L MOLTER IN RDER NO TODGE IAIIF- GHD OR AN5 SFEL FiGAT ON ATLD, PSH-OM JO.1 PIPE SHALL BE MIN MUM CKNESS D-ASS 51 PUSH-bN R PE OR S BncKAFLLL SMALL DE E Y ATERW LP DC NSTALLED WITH A MINIMUM GOVFR DEPTH OF JONT AGLESSORE5 SHALL CONFORM TO AP SABLE REWIREMENTS OF AWWA LI OR AN51 SPECFGATIW A2LIM A L PIPE SHALL DE DEMENT MORTAR -LINED ON THE PENDE IN ACCORDANCE WITH AWWA GI04 EXCAVATED MATERIALS NOT U5ED FOR D SHALL DE DISPOSED OF IN A MANNER SHALLPROMPTLY S TISDIXOS l TOP >O ENEINEAS NOT TO L Op EH4TI —EKNABLE AND OR AN, SPECIFDATION A— EXCEPT THATTHE GEMENT-L NNG THICKNESS SHALL NOT BE LESS THAN N THREE- SIXTEENTHS INLH M/IDT APLLS TOLERANDE OF ONE -EIGHTHS NLH III WILL DEWITH TO A19IF— TO-THEE— 6ENERAL PIALIG. DO ARE TO DEF INSTALLED ON ALVES. ALL WRIED V THE DO%E5 5 L DE L ST IRON P VE AND ONE OVRTHD NDH IS /K1 DIAMETER AD LONG — TO EXTENDA HIVE I`— E FROM T T FINSHED GRADE. `E B S SHALL ENCLOSE THE OPERL,THG NJ AND STU - BOX OF v O T PIPE ' M DIAMETER OF EIGHT INLHE9 b"I ANIO GCWORM iP CURRENT AWWA SFNLL SHALL L EE CLOSE vITTIW DIRT -/TIGHT WITH 1HE TM OF THERCgvER FLUSH WITH THE TO IFIGATION G900. GLASSIMSO WITH A SCE RATIO OF IS PIPE JOINTS SHA L Be THE PUSH -ON WITH A— K RINGS EXGE IFOR JO NGS AND V 4 SE NE JOINTS, WATER SYSTEMS SUDJECT TO ROUTINE PRESSURES Ex —I- 20D P5IGSHALL USE CLA5S2D0 PIPE, OF THE R. LOVERS SH LL BE MARKED ".AVER' WITH AN ARROW INpICgTING THE DIRECTION OF QPENRNG. VALVE DOXES SHALL BE THREE PIECE SLIP -TYPE. HE CONTRACTOR SHALL PROVIDE A 1] PITTING- DUCTILE IRON FITTINGS SHALL DE GEMS -LINED, HAVE 350 POUNDS WORKING PR DE C- 5­ TEMYORMY PVC MARKER APPROVED DY THE ENGINEER AT ALL GATE VALVES, DAMS 5 ar5. ARD AT THE END OF WATERLINES TO A FOINT SIX 1KK 5 WI ABOVE FINISH GRADE THE MARKER SHALL DE 5EATED 5EGLXELY INTO THE GROL90 C. FIELD TESTING AND IN ACCORDANCE W A G-qH, II. AND G-110 OR C-DJ FOR COM^AGTE FITTINGS MELHAN'GAL JOINT NA 5 AND DOL 5 SFv,L DE HIGH STRENTiTH, LOW — STPPFJ.. PER —1 A 21.II. WCTILC RON FITTINGS AR6CR TWELVE INKACS EXCEPT AS OTHERWI5E DIRECTED, ALL PIPELIPE5 SHALL DE TESTED. PIFEL-5 LAID IN IIT'1 HALL HAVE A STANDARD BODY NENGTH EQUAL TO L ft505N T3O CA5T IRON FITTINGS LAST IRON CLA55 2SO FITTIINa4 WILL SE ALLOWED EXCAVATION OR BEDDED 11 GOKRETH SHALL BE TESTED PRIOR TO OAD-I-LING OR THE LACING OF LIEU Of DUCTILE t FITTINGS IN SIZES LARGER THAN (WPLLVE NGFE> 112"I. GONLRETE. AND ANY EXPOSED PMIMi SHALL BE TESTED PRIOR TO FIELD PAINTIIW. THE CONTRACTOR SHALL FURNISH ALL GAUGES. GALUG R R GLAD5 M AN APPROVED EWAL 5HALL DE USED ON ALL vERTIGAL BEND TESTING PLU65. GAP5, AND ALL OTHER NEGE55ARY EWIPMENT AND LADOR TO PERFORM LEAKAGE AND PRESSURE TEST IN SECTIONS OF AN FFROVED LENNITN EALH VALVED ANT A5 SHOWN ON THE PLANS. SECTION OR OF ONE THOUSAND FEET IL000T Of THE FIFE 5NALL DE TESTED ALL PE—TIZE OFATHE%ENGINEER. A GATE vA.VE RESILIENT T• 5G VALVES SHALL BE MANIfADTURED IN NORTH AMERIGA TO MEET ALL REWIREMENT5 a '10NS L 50PW V 5 TWELVE 1rvLHE5 {D'I Ap SMgLLQ SHN.L DE SEDGES -TIGHT a[RO POK THE PRESSO E TEST, THE CONTRACTOR SHALL DEVELOP AND MAINTAIN 200 POUNDS PER 4WARE INCH FOR TWO HOURS. FAILU`E TO HOLD THE DE5IGNATED PRESSURE FOR T - �Ip) DONSTIiTUVTEs A FAILIM O E SECYIW TESTED THE LEAKAGE TEST SHALL DE PEFF� �AGI1" KALE 25C2 P51 ORKING PRESSURE'. vALVES SHALL HAVE NON-R151Wi STENO. OPEN NCVRRENTLY WITHTHE PREss Rf T. pU.RING THE TEST. HE GONIRACTOK SHALL MEASRNR�' GONTQGLOCKWISE ACN DE PROVIDED WITH A TWO INCH (2) SQUARE OPERATING NOT WITH ARROW WAN_ OF WAYQ REWIRED 1'O MAINTAIN THE TEST PRE->URE LCNRAGE SHALL NOT E%GFACI THE LA5T IN METAL TO INpIGATE DIRECTION OF OPENING. WANT ITV GIVEN IT, EACH VALVE SWJ.L HAVE MAKER'5 NAME. FRE55URE RATING. AND YEAR IN WHIDH MANUFALTURED CASs ON TYE DORY. PRIOR TO SHIPMENT FROM THE FACTORY, EALH VALVE SHALL De TESTED IT L SD ISWARE ROOT OF P / I] 00 HYDROSTATIC PRE55RARE =VAL TO TWIGS THE X 11ED wOU ING PRESSLRE DUNES v DE INSTALLED WITH A VALVE DOX PLVE9 SHALL WHERE L LEAKAGE 1N GALLONS/NgI,R 4 LENGTH CI FIP[LINE TESTED 3 VALVE DOXES D DIAM[TQ W PIPE IN INCHES P AVERAGE TEST PRESSURE IN P5 CAST IRON THREE -PELF SLIDE -TYPE WITH A TOP FLANME� FIVE AID ONE-FOURTH5 INCH B "A'I —T. G O.1. OF TRENCH -11 ALL TESTING SHALL BE GONDUDTED IN ACCORDANCe WITH AWWA C ,Go LATEST REV151ON, 5HAY.D ANY ­1OTN OFTHE PIPE FAIL ETHER THE PRESSURE OK LEAKAGE TESTS THE GONTRALTOR L DO eW YTH NG HEGE55ARY TO LOCATE AND REPAIR OR REPLACE THE Df T VE PIPE, FITTI S, LAST RON LOVER MARKED 'WATER" AND INS CAT NYe D R[LTION OF OPENING. LG FIRE HYDRANTS-. OR '1OIHTs AT NO E 1451 TO THE OWNER D. D19 NPCLT ON ALL HYDRANTS A TO DE 3-WAY. 5" MINIMUN DIAMETER AND LIMITED TO THE FOLLOWING MAKES CHLORINATION OF THE WATERYAIN 5HALL DE GONDtKTED ONLY AFTER THE MAIN HAS SEEN MUELLER A 423 OR KEANEDY GUARDIAN K-DM, fLUSFED AND A G-EAR STREAM I$ ODTAINED A5 DETERMINED DY THE ENGINEE,. MAIN VA E OPENNG 5 114 INGHES THE DONIKAGTOR SHALL FURNISH ALL LADOR EQUPMENT. MATERIALS AND TOA5 AEGE99ART TO No— FRANGEMDIT w0 /2 HLH HOSE NOZZLES WITH 101 —11 PER INCH. OOHEE 4 UT NDH PIAYER NOZZLE WITH l41 DISINFECT THE PIPE AND APPURTENANCES IN AGGORDANGE WITH THE AWWA 5TADARD FOR DISNPELTNG wATERMAINS G-D5l W T NETHOD WITH THE ­FTION OF THE HOLDER THREADS ME 1NLH INLET 40MELTION: D INCH AEDHANICAL JOINT AETHOp BE DY THE CON FEED M[THOD_ E5S OTHCRWbt FLLIN6, TTHE OOPERATING NH SAND VT ITCH PENTAGON OREACTION OP[N1NG� KWbE O APPROVED DY THE ENGINEER�E AFTER FLUSHIW. AND ADDITION OF NE SOLUTION. THE FREE CHLORINE LONGENTRATION WITHIN THE PIPE SHALL BE AT LEAST 50 MGAL. THE GHLOR INATED 11 N LLOR A P �OF T 14 HOUR5 AT THE END O AT LEAS>HAAu. nT[D NN OEPiH OF BURY HYDRANT SHALLDE INSTALLED TO THE MAWJRACTURER'S STRLKTIONS WIT. NOZZLES ABOIT IB ABOVE FIM.. GRADE, PCR�.STHELL TIREWATER PORTIONS VE RESIDUAL OF LIE59 THAN q MEP/L OFFRCP CHLORINE. L DISINT4TION SHALL BE PERFORMED UNDER THE SUERVI910N OF HE Ew TdcwT DRANGHE9 HYDRANT A55EMgLIES SHALL GONSIST OP A III INDH b1 MECHANIDAL JOINT DATE VALVE THE H1YptANT SHALL HAVE AT LEAST EIGHTEEN INCHES IIET DCTW[EN THE DOTTOM OF THE STEAMER 'AP AID THE GROUND. FDA SINGLE-FAMILY HOUSE SLb 11IONS. THERE WILL DE AT LEAST ONE WITH11-IT A INTER5ECTION AND A WXNIUM OF SOD FEET D00'I SET—. HYDRANTS FROM EACH HYDRANTeR . FLOW OF SOO GALLONS PER MI WITH A A PSI RE51WA" PRESSURE 1.. GONSTRIKTION METHODS A, INSPFLTION AND TESTING PIPE AND FITTINGS SHALL BE INSPEDTED AND TESTED IN AGLORDANGE W11. THE AGTiMER'S SPED IFILATIONS AND THE APOREA 'ONEO AWWA SPELIFILATIONS. THE ANUF L C[RTIPILATION FROM TE5T5ANA RDEEN PERFORMED. AY1r5PACTORY RESULTS. FIFE HE SHALLHOTDE INSIALL[DTHAT WITHO i THE E AEER'5 OR WATER AUTHORITYS FPRDVAL U D. INSTALLATION PIPES. FITTINGS. AND ALDE9 1151 SHALL DC LAREPtALY HANDLED TO AVOID DANA— PRIOR TO THE DATE OF ACCEPT— OF THE PROJECT WORK IT THE W.R.OTHE DWTRALTOR SW REPLACE W FIRE O AGGE55ORY FOUND TO DE DEF[LTIVE A TINE, 1ND.W AFTER IN5TALLATION. WITHNO =USE RO THE OWNER, ALL INSTALLATION AND 1E SHALL DE DONE w ACGORDAKE WITH AWWn 5TAHDAFD A,— AID AN51 NEGFIGATION A2L11.T ALL PI'El SHfi NNS CRACKS SMALL I. GT 5 ODOUR IN THE P THE GONIRACTOP W HI15 OW EXPENSE AN aP THE ENGINEER C THE CRACKED POlRTIONSAA A POINT AT LEAST TWELVE INCHES 111 FRON THE VISIBLE LIMIT5E OFF THE DRACK AND U THE SOUND PORTION OF THE PIPE, ALL PIPES AND P TTINGS 5HALL DE CLEARED OF FORLEIGN 5e AND pEDR15 PRIOR TO INSTALLATION AND SWM.L BR KEPT CLEAN UNTIL i TI OFL AGDEPTANLE BY RTHE OWNER.AT AL HE NE WHEN THE FIFE NOT ACTUALLY M PROGRE5S THE OPEN ENDS OF THE PIPE SHALL HA 1. 1 CLOSED D TEKO , AWATERTWHT HUGS OR DY OTTER APPROVED MEArv4. IF DATER 5 n THE TRDxSH WHEN WORK 15 RESUMEp THE PLUG SHALL NOT DE REMOVED UN AID AT IATEK ENTERING THE PIPE HAS P SSED THE PPE GaA.L BE IN5TALLFO N TRENCHES THE LINE ANp GRADE SHOWN OH THE CONTRA DRAWINGS DEPLEGT ON J 5 SHALL BE WITHIN THE LIMITS SPEC F ED BY THE MANFAGTURER. ALL PPNG AHD FPURTENANCES CONIE"TED TO THE EWFMENT SMALL DE SUMPORTED 50 THAT NO ATRAIN L DE NP— ON iH EQUIPMENT. F TIC Sou PAENT IMNIFACTIMEA' SPECIE CAT CNS NCLIIFI THAN PD'1N6 LOADS P.RE NOT TO BE TRANSFERRED, THE CONTRACTOR 5HALL SUDMIT CERTIFICATION OF COM°LIANLE, ONCRETE THRU5T BLOLK5 SHALL BE INSTALLED N ALL PL TEES. AND EENDS DEFLECTING n A DRGRCW T OR MORE . SHALL BE ONLRETE W DONTACi H FLPNGEl, -1NT5. OR DOLTS. HE REWIRED TAREA OF THRUST DLOGKS ARE INDICATED ou 11NE PLANS OR SHALL DE AS APPROVED BYT THE ENGNEER. WMENEVER 5EWER5 DROSS UNDER WATERNANS THE WATERMA N SHALL BE LAID AT SUCH AN E AT GN THAT THE BOTTOM OF THE WATERAU IN 5 AT LEAST a A THE T OF THE SEWER. gVERT1CAl SEPARATION SHALL DE MAINTAINED THAT PORTION THE WATCRMAIN LOOM WITHIN TEN FEET 1*1 HORIZONNALLY OF ANY ZEWER IT GROSSES. THERE SHALL BE NO PHYSICAL CONNECTION BETWEEN THE DISTKIBUTIA SYSTEM AND PIPES. PUMPS, HDD TANKS WHICH ARE 'RIPPLED OR MAY BE S PLIED W A WATER NY T 15, OR MAT BET GONTAMINAIED. N NSTANGES WHERE THE USE OP DIFFERENT TYPES OF PIPE REWIRE DOMING, THE CONTRACTOR SHALL FLMNI5H AND INSTALL ALL NECESSARY ADAPTERS NJARDS — BE IN LOWORMANLE WIT' ALL APPLICABLE STATE n PEDQAL GUIDELINES AND AS SPEC FED ON THE PLANS. SE5 THE CONTRACTOR SHALL, AT ALL TWE5, KEEP THE TRENLHB5 ENTIKD-Y FREE OF WATER UNTIL ALL WORK IS FNISHEO AND READY FOR --- AFTER THE VARIOUS PIPELINES HAVE DEEM INSTALLED, THE TRENCHES AND OTHER AREAS i0 BE FILLED SHALL EE EA- ILLED TO SLDGF.ADE WITH , WHEREVER POSSIELE. MIT QIAL EXCAVATED FROM THE TRENGH NO BACKFILLIN6 WILL BE ALLOWED UNTIL ANT CCNLRETE MASOEY HIS SET SLFFILENTLY. AS DETERMINED IT THE ENGINEER, G NEER THE D -INFECTION PROCESS SHALL DE DEEMED AGLRTABLE ONLY FTER DI AT SAMPLES OF WATER AN APPROVED LADO[ATORT PROM TIE FLUSHED ENSREECT OF THE ENSINEER AHD TESTS SHOW NO DENGE DA.TQIOLOG GAL 40NTAMINAT ON 04INPECTION SHALL CONFORM TO THE LATEST AWWA C-651 REVISION THE PIPELINE AND AFFLRTENANLES SHALL DE M INTAINED IN MATED 6O TfN _;P ACCEPTANCE, DtSNEECTIOd SHALL BE REPEATED WHENNAND WHERE REQUIRED AT ehPEMZ1NT0 THE OWNER UNTIL FINAL ALGEPTANCC IT THE OWNER. E FR05T PROTECTION OF SHALLOW WATERLINE5 WATERLINES WITH LE 5 THAN 5 FEET 16T OF G GROWN OR tYIRE INDCATE0 ON HE PLANS SHALL SE PROT DIED AQ BY LLA ION O In'1 TH TYROFOAM SM INSULATING HEEi9 W OP FCURTPCCiT141 OR 1.1 ABOVE THE GROAN OF TIE MV. AFTER LOAGTION O HE T51% INX.H bi LFT IMMEDIATELY hTRAC, ABOVE THE GROWN. LL DE ENERGISEDM'By E GGNTOR 1ARING DACKFI1-L AND A[.TION OVER THE 9E SHATROFOAN 5HEET5 TO PREVENT DANAGE TO THE SHEETS STYROFOAM 5N SHEETS SHU11 MET THE TGOMFRES — 5R REpU1 NGTH REMENTS OF A51M DM521-18 AND NULL DE AS MAEIFACTURED DY DOW DEMILALGOMPNtl. MIDLAND. MICMIGAN. OR EGLIVALEM, IN NO CASE SHALL THE WATERLINES NAVE LE55 THAN FIVE FEET bl OF COVER OVER THE TOP OF THE PIPE. F HYDRANT FLOW TFSTIN6 HTDRAU7 SHALL DE FLOW TESTED UPON COMPLETION AND ACCEPTANCE OF THE MAIN CONSTRUCT DATA SHALL DE ODTAINED AND 5USUIITED TO THE TOWN TO ALLOW THE THE DETERMINATION CF FIRE FLOW AT ID 11 OF RESIDUAL PRESSURE. ----- F_ CRACE /— UNDISTURBED 1. CRPU WM ETMCAVUP. NATBNAL j Y COMPLI 3'T FO r s LEue"AA .A. eY PERSENNEL IA°PE ." 1. aN:MALL BE SHEETED ORwW N RH E a T/sUF ROPED 101NE AN0.E ---Wi WMAL OVER PPEarREVOBE12"KrtTHE EROMN5-1.Ch 5L 1NOROUGHLYDAMEPU (I. STONES 8, ---AipR 91Au AiMAHt 1/z' ALL nuts KEEP THE RENCHES %yFREEO9lN19HFAANDPIROR BACKDWNG ILl ACTEO CRAWL ONSAND D.., OR MN" STONE FDR PVC FIRE CONNECTION l av51EM PAN. TO SPRINKLER oWMR P S'IETEM vRErt'xTron vA1E REDu2R IroNTgn vaLK COrvCPE1E SLAB } WATER / 5PR INKLER CONNECT ION NTS _ MI NOTE: N. CURB STOPS AND/OR GATE VALIEG SHALL NOT BE PLAQD IN PAVEMENT. CURB OR SIDEWALK. CAOUND UNDIBIU\RBFO w ATTRY L � TE 8" VALVE BOLTED HTDRAN O RE I i MR�i i WA AL. E V \ FMOBrsfppNG PIPE GRUSHEb STONE DRAIN))ADSE ANEA 6ROUNGIWA II DOWITKN9E ST. AG _RN BT CSUITENPNEER_D HYDRANT DETAIL NTS NOTE, WATER LIFE SEPARATION ORERPRgOSEAD wATGI OMANN AA, MEASOE MIAA FIT NA — 11 Ox AN U9 SNMDEO EMTH swiFxirn AAwe �i NOTE, WATER LIFE GR0551N65 6>sNwi�EBE yApMR�m f RM'�G To�EVR+T oAwGE TO nE wgrER MAIN MICEo POR THE k'MER' CENTER ONE LENGTH OF PIPE OVER SEWER NEW WATERLINE T SEWER PIPE E LENGTH CENTERED WATERLINE) 18- MIN. NEW WATERLINE NGTH OF PIPE SEWER SEWER / WATER 5EPARATION DETAIL FOR C-RO55INC-75 UNMSNRBED SOIL DhNB' PT. TYPICAL WATER TRENGH =�` T E PE _ CLAY/SILT NTS HIT. 6" e" Tz" IN FEBAR 12" CW CENTER EACH (NREC ilk&22 ] 4 9 TN` VARIES MI . EEE RAN 45' 8 1T 9D' 9 16 J5 'ES OR — - a000 vs CO+CRETE END CEPS 6 11 25 PAD $q FT BEARING AREA 4 E .� BASED ON 100 PSI WORKING PRESSURE PLUS 1D0 PSI SURGE n 21 I ALLOWANCE AND BEARING CAPACITY OF IDUD LBS/SO Fi �•/" t2" CRUSHED ORAVEL BASE NTS J500 PSI NU P CONCRETE CONCRESITE END ARE INA f e BEARG J AGAINST END AREA / v UNDISTURBED BEARING J BOL AGAINST SNOISTURBED OIL 9 F tt¢A cawRPMA �III�I RRR I O■RNR RU'® DUMP -TER FENCING SECT I ( ON VIEW) t eO,. \9 'i WM caNrMUDN REww µ �A 11 r.i 11-L —AW Tcr r Dv1TM E II 3 L�G E� e T3 B�: MA� I� T aK; PTw000 d.0u'4 w/ v T1Au,5 x G n rM1pT— v HVHb[9 P[A \ a IS 'P)'D[c T Tee -B en Na - Aar 'rvnicpT ggNpa Je, 4411YEAPA� NOTE: PLACE 4 roil PM. HYLENE BETWEEN FITTING AND THRUST BLOCK \`' 0•EF`�`O CK DUMP5TER/RECYCLING, PAD DETAIL THRU57 DLOS NTS NTS w U1�477 i Z'END AREA;er THE CONTRACTOR SHALL NOnFY "T-AFE` AT 1-800-225-491'/ PRIOR TO ANV EXGAVAlIGA DUMP5TER FENGINC-7 (PLAN VIEW) IT :1 IALS FAIL, FRAN, GATE DETAIL NT5 A� "'e•.•5 i TI IxT,tu w wtl POLIES w/ Nxv rhea -__ GATE DETAIL (SECT ION) NTS l CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNE"4G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 14, zooz Paul O'Leary O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, Suite 5 Essex )unction, VT 05452 Re: P6 Shelburne Road Dear Mr. O'Leary: Enclosed is the agenda for next Tuesday's Development Review Board meeting my comments to the Board. Please be sure that someone is at the meeting on Tuesday, August zo, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dor, Street. Sincerely, Raym�' J. Belau Administrative Officer Encl./td CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SITE PLAN REVIEW #1 OWNER OF RECORD Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 (516) 767-8830 #2 APPLICANT Same #3 CONTACT PERSON Joe Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 (516) 767-8830 (516) 767-9026 — FAX #4 PROJECT STREET ADDRESS Mall 189 / The Gateway 516 Shelburne Road, South Burlington, Vermont #5 TAX MAP NUMBER Tax Parcel # 35-01-10 #6 PROJECT DESCRIPTION a) EXISTING USES ON PROPERTY The existing uses on the property are entirely retail with 130,441 s.f. of total area. Of this total, approximately 30,000 s.E is used for an existing grocery store, with the remaining 100,000 s.f. divided into separate retail uses. Presently the center is occupied by eight retail establishments b) PROPOSED USES All existing uses on the site will be retained. A new 73,670 s.f. grocery store and four retail/commercial uses (14,642 s.f.) will occupy a new building and 2,000 s.f. will be added on to the existing building bringing the total of new building space to 85,500 s.f., the total building square footage will be 102,454 s.f. Parking lots and accesses to Farrell Street will be reconstructed to improve vehicular circulation and separate service vehicles from other traffic. Extensive landscaping will be placed at the front of the site with decorative fencing and street trees. c) TOTAL BUILDING SQUARE FOOTAGE The project anticipates construction of a new 73,670 s.f. grocery store, 14,642 s.f. of retail/commercial space attached to the grocery store, adding 2,000 s.f. to the existing building and the renovation of the existing retail space. The total square footage will be 102,545 s.f. d) HEIGHT OF BUILDING AND NUMBER OF FLOORS All existing and proposed buildings are or will be one-story. All buildings will have flat roofs and be less than 35 feet in height. No building features will exceed 40 feet in height. e) NUMBER OF RESIDENTIAL UNITS No residential units currently exist or are planned for this project. f) NUMBER OF EMPLOYEES Presently, the eight (8) retail establishments have 52 full time and 71 part time employees. g) OTHER The applicant has attached a lot coverage analysis showing present and anticipated values. #7 LOT COVERAGE a) Buildings: Existing = 31 %, Proposed = 24% b) Overall: Existing = 93%, Proposed = 86% c) Front Yard: Shelburne Road: Existing = 81%, Proposed 36% O'Dell Parkway: Proposed = 75% #8 COST ESTIMATES a) Building Costs: 7 Million +/- Includes renovations (approximate) b) Landscape Costs: $ 70,000 +/- c) Other improvements: #9 ESTIMATED TRAFFIC a) Average Daily Traffic = 8,085 (existing) / 6,923 (proposed) b) A.M. Peak Hour =134 (existing) / 106 (proposed) c) P.M. Peak Hour = 488 (existing) / 383 (proposed) # 10 PEAK HOURS OF OPERATION It is anticipated that the peak hours of operation will be 10:00 AM to 3:00 PM # 11 PEAK DAYS OF OPERATION The anticipated peak day of operation will be Saturday. #12 ESTIMATED PROJECT COMPLETION DATE July 2003 #13 SITE PLAN AND FEE Attached Shopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 401 Average 1000 Sq. Feet GLA: 383 Directional Distribution: 48% entering, 52% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 3.74 0.68 - 29.27 2.73 Data Plot and Equation 9,000 8,000 7,000 N C 6,000 W a F- N 5,000 U CD N 0) 4,000 ca N Q 3,000 2,000 1,000 0 J J Y/ ......_. ......... .......................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1'' - . . . . . . . . . . . . . . . . . . . . . . . . . . . - X 'X X X�-X---------------------------------------- X X / X)lC X..X.. X X -X-------------------- X X ~XX X X X /// X X X X............ X X,/ X X X X ?� X WX X ; X x xX X ----------- - x xxy x XX ; 10 X A X X 0 1000 2000 3000 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.660 Ln(X) + 3.403 R2 = 0.81 Trip Generation, 6th Edition 1339 Institute of Transportation Engineers 5 O'Leary -Bum )w Associates, PLC Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 July 1, 2002 RE: Final Subdivision Plat Application for The Gateway Shelburne Road, South Burlington, VT. Dear Ray: We are writing on behalf of Acadia Realty Trust in regard to the above - mentioned project located on Shelburne Road. There are two modifications proposed at this time: 1. The size of the new supermarket building will increase from 72,000 s.f. to 73,670 s.f. The retail buildings will remain the same size. 2. The Gross Leaseable Area (GLA) has been increased to include the portion of the mezzanine in the supermarket building that is not occupied by mechanical equipment (4,800 s.f.) Previously Approved Proposed Use Standard parking spaces 467 467 Handicap spaces 19 19 Total parking spaces 486 486 GLA (including mezzanine) 100,784 sf 107,254 sf Parking s aces/1000 s.f. GLA ratio 4.82 4.35 Green area coverage 13.60% 13.60% Green areasquare footage 57,894 sf 57,894 sf Building area coverage 23.70% 24.10% Building areasquare footage 100,784 sf 102,454 sf Paved or concrete coverage 62.70% 62.30% Paved or concretesquare footage 265,876 sf 264,206 sf R E C E I Under the approved plan, the City of South Burlington granted a waiver of 18 parking spaces. For the proposed plan, Acadia Realty Trust is requesting an additional waiver of 8 spaces for increase in size of the supermarket and an additional 24 spaces waiver to account for the 4,800 sf mezzanine. The total parking waiver required is 51 spaces. 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET Mr. Ray Belair July 1, 2002 Page 2 of 2 Based on the 611 Edition of the ITE Trip Generation Manual, category 820, Shopping Center, the expected PM peak trip generation will be approximately 384 vehicles. There are no changes to the previously approved landscaping or lighting plans. We are including the following for your review: 1. Application for Final Site Plan Review; 2. Five (5) copies of plans; 3. One (1) reduced copy of plans; 4. ITE Trip Generation information; 5. $85.00 application fee. If you have any questions, please call. Sincer Paul -ary.Jr.,_P.E. Enclosure 1999/99064/belair8. doc ".I 1 I I � I R ik ! . NEW A!I'3 1 L I� WATER LINE I - - IM•2126• _ SOICJa IK206.xi' - saR33 IN•2ioa.xi' NOTE PLAN NOR TN 1 THE GATEWAY _ PROPERTY RELOCATE LINE IS AS Nyol NEW f PROPOSED - AND GATE PON A VALVE RISES ON t AN ��TRI�. O PARR-CMITLED '.I/JJNOLE> WAY DY CIVIL ENGINEERING ELECTRIC A55OCIATE5. DOXES 1 1 RAN5FORMER N N/F DEN FRANKLIN 31 7Y EX `Mi 1 RIM 213.6J• 6" PVL IN •205.89' 8 CI IN •205.90' ,CAL 1!W 0 BSOR�S N •p✓J06.M' OV ANG 1 EX. >MIH RIM 213.74 ti Cl IN 5.12 ti Cl IN •205.77 e- CI IN 2C144N O 8• CI OUT •205.28• .Ir e I r rCW eHI eArKIx nLT In ICC/V-Ir v. Q� rMnawa �r.v.c�rrwJr ter. va.v ... ...... IX15TING SEWFJC PrE - - 6RtlO/ AREA COVERAGE 57A14 SirUA I IX15TING STORM PIPE - 'T--- THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM VERMONT NAVE 88 GYAI-31 ON SHOT y5460 SHOWN AT LEFT DULDING AREA C.OVHRAfSE g0.784 x 23.1 i PAVED OR CONCRETE COVflCA6E 265,616 SIF a21 L IX GAS LINE VALVE. METER ---o�- r ELEV-213.73' PARL.PL AREA 424.554 SF 100.0 I IXISTING WATER LINE - - -w FRONT YARD COVEIll FARRELL STREET 4302 MAXI • 750 Z OVERYEAD WIRE -OH- - _ Er t Ll FRONT YARD COVERAGE 5HEL10(li ROAD UOI MAXI • 36.0 I •lD 14 EASEMPI7T PVG IN .j8S•6Q / b• GMr IN•2CMr OUT 202. INSTALL IL EX. LD RELOCATE HYDRANT IOR TO DE( IINNO II R1M 208.95' GATE VALVE Of CONSTRUCTION 1 8 REV17m rrzmmT1• II PVL IN .03.8E LN! 12- PVG IN 204.86' 1� R1" (LP IN 20318 A j 18 C.MP OVT•103.1 fM •20950OR1ER rROr19[TY LIt 8 PVC IN •20561' \ GUARDRAIL CHAIN LINKED FENCE IRON rim FOUND (IFF) 0 III fOUNP III CONCRETE MONUMENT FOUND ICMF) • UTILITY POLE WITH GUY WIRE • .Q, LIGHT HANDICM PAIRING SPACE ELECTRIC TRANSFORMER MONITOR WELL R IrP17RD o 0 0 % - 1 11 - - i ♦ .., I \ \\ q I o y CXIISTI GRACE GRADE CONTOUR CONTOUR / I H FINISH SPOT @MADE 2121 x FINISH 1D / r! ,f II � _ I !I / - f -J W NEW VORTECHNICS MODEL 5000 N 1 •a' - - • ♦ 111�� SCTTOIKM CTTEK TREATMENT5KALL S SK�Rrr 3 >W SILT PENCE INERT OF "t5TNG D Ur AND �U NOTES WATER SERVICES ALAI TFE lR1DRRRAIN WITH CAEAN-OVT o-------------- �- SET VORTECNS ACCOK011 I Wd CITY a OIIRI.ING TOM ANO TFE SERVI 4LI ATE .e DESNSN FLOW 7.03 GF"i TA CITY Or SOVTN OVRLN&iON 5N4ALL 1C✓1 t0 ELECTRICAL VAULT 1i W/2.4" PVC CONDUITS -E- NOT DC IMERC011EGTl.O EIITCR- 6• DI Will PIT A EXIST W c I10 RAIN W INSIDE OR OVT5IDE M DVILONG. EXISTING ISLRIEO ELECTRICAL CONDUIT ( O• OI SANITARY WASTE ?F A / I Q NEW WATERLIK. GATEVALF- V♦ CURDSTOP W NEW 8- DI "N NEW STORM LIME WITH CATCH DASIN 12• PE I r I 51Lfi-FFNCE'" y CONTRACTOR 'MALL _ �T7T. - -- INSTALL 2-4 KHaO NEW GA5 LIVE PVC CONDUITS TO REPLACE OVERHEADroll NEW SEWER LINE I I / % TO DE REMOVED IOk2O• COICRE P GOI ♦ RELOCATE ExIS1Nb EXISTING RANSFORMER`� WIDTH 6N1 WATERLINE AND 1 5TIX-RAGE T1K,E REMOVE OlD r ELE CLEANOUT ii - DI _ EN�CIC T I ,j I 1 ✓H i_ '. HYDRANT TO REMAIN .Y/fQG[/s _-I E CT A T E W A ti 212 t I P PROPOSEDS(/VFRMARKFT --,,,, - - T EAWX AC NTION LA IF 1L ICE, '- ;.: 0 3i FEw 5 • ' n_,em S.t. tt�'-1ll_NO' �, 6 RIM4O50 ' s - I b ' 1 PAR. KING STALLS, TYr CW01141 WFI-Al fi INCSNM STE"_AL GANRE ,D y..AEURRt PIT -II►52(tl17,CS'�O' OVT•p,p7y.7S TYf, V1 K' ,•E• ..- - • __.._RESTRIre eAa1e4 Nmv�a ♦' K W aRaDA4O RR J01M e' m.m' ��T K �Rr R WA1 n' N• K Nanat e• K our my O' � 1�MIf0' e' CV OUf•OO]AT (.0.) 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All oROUO I ITIS AND A M1NN INTINTITI FA�FACTORYY OVTl Cfl 51M * Will FLNII _ EXISTING DOORS TO PARKING LOT �,NK•-A.rW4ATW 03 OY I'll LLEwp.Yl1 OATKID III rM•R 2 - 4_PE 4 lb ... _ •' ` .. .. I - VERTIOAL DATUM ON fIRS RNN wA5 ESTAOLHId ON VOOart NAVE ee USRIG MpHABIT -31 LOLATll ON T! SOUT1 ISLAND N FROM Or I FRAKLUM F p I1 � CD3 - D re CD4 r 14. M CONTRACTOR SNMI1 ROA7VE AN! IXClSS OR RPOR1 A1f1 RCOl 1,101QW-5 N NOVFSI. SON 5 M CONTRACTOR WI LL AISI AL M EXHTN6 rAKKIMI LOT LIGHTS NO DAS!> RlF6C TO G AfkJUT I 4 7 TE IW IM L- AND 511E EILGTRKAL NJR FOR YW LOCATION AD QUANTITY OF GOIOI/rt iRENURN6 REovil - I_S] 211 CART L TYP. 75 J lS yyylll o a. M COIR 101lt WY. WIT, M 0-Ill TOORSSION. Rr.GYUl THE IX 1- ASNYLT ADIOR COK.ICfE NOR RA15E W Cd6TUlf.Tllla M I rARKHa MU5. S AMRa 63 ) ( 1. TM FAVEMENf GORRACTOR •AMLL Ill ALL 5TOr DA5, FAANa 5TAL LM5TKPN6. Wl NEW C 1 J_ m ^' rAAAl STALLS, CROSSWALKS, VIME LAIN ANp 'MO rARK W MNRKII-, AID rAl ARROWS N THE EASE DIp. 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I Cf IINM IOD'1L9<' Alo a><rrlsc AT NunKAsr callol a rwRm Ao aResxs Ar osnc eAlmc ra aAr wacwr ua 10/311N Am Rr S MR- TD mVa HYNWIis AT - l 1AAm Rla I _ � .__- _ � Ion1ol NRorr a1eR.NN AOa11N11 IRa1 s000 x ro moo s As AO AudA RA 2��� I6 IohAN rMo: Rerspo a AaR ANvmou � � � J A/MIVI eMO: RNVlaA b Aflt 1NR arc a SaIW 0.waaTd Ab AL _ __ epa Aro eDRfG1 WrbT[ PO A na ArN1DaE qe to 3 13 g I / 3 -- E. - .. ,P/ n 1/25AX NOSIY N.Y1a AS Pd alY a BW1M tR11U10T01I I,R �\ ' / - P • NA S � oR y I I 3 F ,, = _ 1 &AAS LANDONEED 1/-m INmrY vNRRc AT ROII1Ruar calla As vv AANmtlF inM Nast Mwnlo 1acAnaa Ao >au w / 3 I •o RESTR PNtKMi / /NLW CA",M. STALLS M. / � ALL PP R tq EST111 / / / ' a/mAX aTNaN As Am att a< Sa1TH oIIRNK1mN ea1AID1R oARn INaAUY a aoa as ! G / IASAX IEM9aN5 AS AOR att a 5011N eIIR1IICIOI wAelrs Nl / S/NAJe REMBab AS IU SOUM RRYIIOiM rAIU OfyARRaT ION / 1/ae/00 RLVROIM A9 POf Afi1RM•B OOIROIR BY IOC _ T 1AA A \0f ' OICA til IIMm1R i 13 10 2, a N, RR� THE GATEWAY � 89064 RDRAT. In AaPIaA+d ov lRleeelOn al trle D..MpInM RIM To ru+ SRADL `_ `n' s - �11 r �: e XII O'LEARY-BURKE CIVIL ASSOCIATES, PLC 8 064 - 2, OIb sT BON 9UWg1arI. VelrrlDnt � A NEw IXIS1Ni 1MIJ. M SNA16 � w E%IS ING i �� 7 7.7^ / PELT f _ KgliWnenM all All mnORXRWaWoI ,. i', - CATI ASINN MN S•OOr -- - - - -- - - --- - -tp, .o ��; PJL 3 AN SUITE 3 SITE PLAN ,.TILL -,aa.LmblM INNolutlort J)dlelS the aeY ON . _p ly THE CONTRACTOR SHALL NOTIFY "DIGSAFE• AT - _ --- NEW CD RIM TO • MATCH ATC GRADE A%A�I �+>`5` NI �X ICT...VT FOR CONSTRUCTION Z 1-DD111-DIG-SAFE PRIOR TO ANY EXCAVATION. f NEW W rE Tp CAT ASIN 6. 0 EX15TINW N,NI NLA 1 -40 PHONE 878-8890 Q� s ! B�I�IiNi � FAX B1a-sreR CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VER.MONT 05403 (802) 846-4106 FAX (802) 846-4101 May 1, 2002 Mr. Mark D. Kane SE Group 156 College Street Burlington, VT 05401 RE: The Gateway/Mall 189 Dear Mark, This letter will serve as the City's approval of the revised lighting plan for The Gateway/Mall 189 submitted on April 25`'', 2002. We are pleased to see that you have been able to take advantage of the change in the Zoning Regulations. If you need to make any further changes to the lighting fixtures, heights, locations, etc., you will need to resubmit the same information and plans. Please call if you have any questions. Sincerely, izli Beth Hoover, AICP Director of Planning & Zoning cc: Ray Belair File �i Rye P(L00001- klAo November 26, 2001 cQ s Mr. John Dowling L! . Property Manager Gateway Shopping Center 516 Shelburne Road So. Burlington, VT 05401 Subject: Gateway Parking Lot Lighting Review Dear Mr. Dowling, I reviewed your parking lot lighting plan, dated 8/27/01 for the Gateway Project based on your request, and would like to make the following comments. 1. The overall lighting plan has good coverage for the limited pole height. This is due in large part to the high quality fixture specified. Use of a less effective fixture could negatively affect visibility in the parking lot. 2. The maximum light levels are slightly above Illuminating Engineering Society (IESNA) recommendations, and the minimums are well above recommended minimums throughout the lot. Increasing the pole height to 25' would further improve the distribution of lighting for safety purposes and reduce contrast. I understand that the S. Burlington ordinance restricts pole heights to 20', however, this ordinance is outside of the Chittenden Country Regional Planning Commission Guidelines that allow 25' mounting height in industrial/commercial areas. Limiting pole height to 20' is advisable where adjacent to residential areas. 3. Gardco can supply at minimal additional cost a 200 watt metal halide pulse start option for the specified fixture. This option must be ordered from the manufacturer, as it involves a special ballast. A pulse start lamp cannot be used with a standard metal halide ballast. This choice has several advantages including: a. Savings of 59 watts per fixture. (291watts vs 232watts, including ballast) With 54 fixtures, including the two new ones being added at the north entrance near Shaws entry, this measure would save 12,700 kwh per year, or $1500 per year at $0.12/kwh. b. The maintained footcandles for the 200w pulse start lamp is greater than a standard 250w metal halide (15,100fc vs. 13,700) even though it uses less energy. �c. The 200w pulse start MH lamp's expected life exceeds that of a 250w standard MH by 1,125 hrs, according to Venture Lighting, a major mfr of MH lamps and ballasts. rn p d. Startup time is reduced with pulse start from 10-15 minutes (standard MH) to 1-2 minutes, and restrike time is considerably shorter in case of a power outage. e. Pulse start lamps do not shift in color as they age to the same degree that standard MH lamps do. f. The added cost per fixture is not more than $30, typically. g. Efficiency Vermont pays a $10 incentive for each pulse start fixture utilized. 4. The 100 watt MH wall mounted fixtures are a good choice. The 100 watt lamp is a pulse start lamp as well. All low wattage MH lamps under 150 watts have used this technology for many years. It is now widely available for higher wattage lamps as well. 5. There is no mention on the drawing of timer controls on any of the pole mounted or building mounted fixtures. For after hours conditions, I would recommend that at least half of the fixtures be turned off. The lighting that remains would be adequate for security in empty parking lots. If any of the stores are open for longer hours, make sure they can be controlled separately on k different circuit with timer. /1 W W L-c 6. I would strongly discourage any increase in lighting wattage or footcandles yond the - f ^ P4 nU/ recommendations in this letter and as shown on the drawing I received dated 8/27/01. The light w At , levels on surrounding parking lots are lower than those indicated on this plan. Additionally, this design has excellent lighting coverage for pedestrian safety, unlike some neighboring lots. Any increase in illuminance would add to an already severe problem of light level inflation further down Shelburne Road, due mainly to car dealerships. Excessive parking lot lighting can also be hazardous to drivers on nearby roadways, as it can make the roadway seem dark in comparison to the parking lot. This condition should always be avoided. For a good example of a large landscaped parking lot with 200w metal halide lighting (single luminaires on each pole), visit the IDX parking lot on Shelburne Road at night. This lot is used extensively at night, and has been well accepted by the client as a significant improvement over their previous parking lot lighting (which used 400w metal halide fixtures on wider spacing). If you have any questions regarding these recommendations, please feel free to call me at 802-862-1901, or Toni Bouchard, the project manager for Efficiency Vermont 888-921-5990. Toni will be able to provide you with the prescriptive incentive forms so that you can easily obtain all rebates for which you may be eligible. I will provide her with a copy of this correspondence for coordination purposes. Sincerely, Donna J. Leban, AIA, LC Technical Lighting Consultant, Efficiency Vermont Cc: John Rooney, Scott and Partners Mike Willard, SE Group CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 11, 2002 Mr. Mark Kane SE Group 156 College Street Burlington, VT 05401 RE: The Gateway -- Mall 189 Lighting Cut Sheets Dear Mark, This letter will serve to amend the final lighting plan for The Gateway -- Mall 189 project. Your submittal dated May 23, 2002 is now on file and the "gull wing" lighting fixtures are approved. , Please call if you have any further questions. Sincerely, Juli Beth Hoover, AICP Director of Planning & Zoning VED SE GROUP Thursday, May 23, 2002 City of South Burlington Department of Planning and Zoning Attn: Julie Beth Hoover 575 Dorset Street South Burlington, VT 05403 planning & design Re: The Gateway/Mall 189 environmental Dear Julie: Thank you for the letter you recently sent approving the revised lighting plan for the market economics Gateway Project. We too are happy with the new zoning regulations and believe they will greatly help create a more livable city. appraisals We have had to make a final change in the lighting plan for the project. As a result of cost and aesthetic issues, we have re-examined the fixture type and have found, working geographic systems with our existing manufacturer, a new fixture that, in addition to being somewhat less expensive and having the exact same optics and photometric profiles, is also a much nicer design. Known as a "gull wing," it uses exactly the same light positions, wattages and heights as recently approved. In addition, special "C" fixtures with house side shields are also maintained. We have attached large format and reduced plans (revision dated 5/10/02) and cutsheets for the new fixtures. We appreciate your efforts on securing the recent zoning changes and appreciate the thoughtful review that both you and Ray have given this project over the past several years. We are excited that it is finally happening and believe these changes only serve to make it better. If you have any questions or comments, please feel free to contact me at any time. Regards, n /% Mark P. Kane Senior Associate cc: Joe Hogan, Acadia Realty Trust Bill Johnson, Shaws 156 College Street Attachments Burlington, VT 05401 802.862.0098 FAX.865.2440 www.segrp.com Littleton, NH • Hanover, NH • Burlington, VT • Greenwich, CT • Frisco, CO • Park City, UT • Bellevue, WA 'Iu=1'1 11:5 21_t764'�6'ip" F'IIIE TREE LIGHTI111- F'�GE C14 GULLWING G13 AND G18 AREA LUMINAIRES S P E C I F I C A T 1 0 N S GENERAL DESCRIPTION: The Gardco Gulhving is an aroa lurninalro defined by its sleek profile and rugged construction. The housing is one -place, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mutifaceted arc -Image duplicating optical systems provide IES Types I. 11, III, IV and V distributions. The door frame is single -piece dlecast aluminum and retains an optically clear tempered flat glass lens. The luminaire is completely sealed and gasketed preventing intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoat. HOUSING: A one-piece dlecast aluminum housing mounts directly to a pole or wall without the need for a support arm. The low profile, rounded form reduces the effective projected area of the luminaire to only .8 it' for the C413 and 1.2 ft' for the 018, LENS ASSEMBLY: A single -pieta diecast aluminum lens frame hinges down from the housing and Is secured by a stainless steel lanyard and hinge pin. An optically clear, heat and impact resistant tempered flat glass !ens is mechanically secursd with six (1313) or eight (G18) retainers. The electrical and optical chambers are thoroughly sealed with a one-piece memory retentive hollow -core EPDM gasket to prevent Intrusion by moisture, dust, and Insects. 0 1 M E N S 1 0 N S OPTICAL SYSTEMS: The segmented optical systems are manufactured from homogenous sheet aluminum which has bean electrochemically brightened, anodized and sealed. The multifaceted arc image duplicating systems are designedAct produce IES Types 1 (1), II (2XL), III (3XL), IV (4XL), and V (Q). With the 2XL, 3XL and 4XL luminaries, the reflector facets form a conical fan Around the arc tube with each facet positioned to be precisely tangent to the top of the arc tube. The lampholder is glazed porcelain with a nickel plated 6crow shell. Position-orIeWed sockots to accept super metal halide lamps are supplied standard.All G18 units feature lamp stablllzers except 150 HPS. ELECTRICAL: All electrical components are UL recognized, factory tested, and mounted on a unitized plate with quick electrical disconnects. Each high power factor ballast is the separate component type capable of providing reliable lamp starting down to .20(F). FINISH: Each standard color luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, triglycidal Isocyanurate (TGIC) textured polyester powdercoet finish. Standard colors include bronze (BRP), block (131-P), while (WP), and natural aluminum (NP). Consult factory for specs on optional or custom colors. LABELS: All fixluros bear UL or CSAICUL (where applicable) wol location labels. EPA (ft� A B C 1 2 3/4 G13 22 1/Z"" 3 1/2" 4 3/4" _D_ 8 1/2" .8 1.6 2.2 _ 57.25 r• n 34�1 U om 12.14 crft 21 54 cm (318 31 1 /2" 18" 6 1 /2" 11 1 /2" 1.2 2.4 3.2 80.01 cm 45.72 cm 16.68 cm 29.21 em Oardw I.19htino reserves the right to rhanoe materials or modity dw dantpn or Nu pmduct v,ithnut noGlkittnn an pnrt ul the cnrnpnny'a r;.Wntinoiew) produm Intprovmmnnt proomm The rlultvbin gaoinn n nir.ni ..$ ,,.r,r 2881 Alvarado Street Ban Leandro, CA 94577 ` 800/227-0788 510/357$900 In C4lmi-ile fax 510!357-3088 11:52 20764 �'= P1IIE TREE: LI jIhb� F' l�E i' l/ 5�_ _ 1y ~ r7r] GULLWING G13 AND G18 AREA LUMINAIRES GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by Its sleek profile and rugged construction. Available in two sizes, the housing is one-piece, diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm. The mutifaceled arc -image duplicating optical systems provide IES Types I, 11, III, IV and V distrlbulions. The door frame is single -piece diecast aluminum and retains an optically clear tempered not glass lens. The luminaire is completely sealed and gasketed preventing Intrusion from moisture, dust and insects. The Gullwing luminaires are finished with a fade and abrasion resistant TGIC powdercoal. O R D E R I N G PREFIX CONFIGURATION DISTRIBUTION WATTAGI'_ VOLTAGE OPTIONS �18 1 `2XL ---- -- `--260HP8 --�' �7 (FINISH —{ BRP PCB 013 1 1 ALL_--_-G!L_—.___ 120 BRP F Slnple A=an,hy type 1, Hafzonrel temp 50MH' 10OMH' 28OPSMH 208 BLP LF (01d Polo mounting oPA4 70MH 190MHe 320P&Mila G10 2 NIA ehuva400N) 100 MH 176MH 35OP3MH 240 WP PC I�anLt'j fNO• 2XL 150MH 250MH 400PSMH 277 NP PCR 2 80 Npe /I, Horlvonrcl (emP 173MH QOOMH' 780P3MH 347 OC POLY go- 3XL 750MH" 480 &C HS 3 r)peIII. lforLonrall.mp i011P6' 1000MH1' 1501liP3 03 rdp). & 90' 4XL TOHP3 250HPS RPA1 —14 1Q120 -,P- IVHMf:onrelLaw 100HPS 400HPS RPA2 nrow T 120 160HPS (100)IP5 PTF2 4 quad AeeemMy TypaV, Ho'L-oorallenrp (0I9 only NIA eomre dOMv) 750HPSI h4H Aferal tfelk/e i'9MH Pulse Slen Mnlal Helldo PTF3 PTF4 ..— W HPs 111phProept—Sodium. SQPTF Well Afnunr, Receaiuo J-tlox 1 12C 0.1d 277V pray. 8G W3 2 RequImQ ED7B or 0720 reduced /hrAdmd hmp SOPA A,rn/Mea with eeo plead lent only Well M«,nl, 9udace Control(J. 4. rfe[:ulree tl T.97.-educed Jacketed romp TSPA 6, bbnttoo mogul !fade lempd rogolred SPA FINISH; ONnoNB —4 11RP Bronze Point F Fuatng in 0a f,' RPA2 . _ _ _ 4"und 5" Kound Po!o Adaptor eLP 616Ck Paint (N/A rN/A 760w end 100Uv) (G76 onr,, Roquyed yr q--6. 00 round poled) WP While Pelnf LF In-Line/ln-Pole Fusing PTF2 Nola Tvp Filter - 2 3/8" ola. Tenon NP Natural Aluminum Painf PC PholocoMrol and Recopiaclo PTFJ Pole Top Flag( • J-J 112" Die. Tenon oc Optional Color Point (WA w8h 400v 100(W mgr/mum wmb/ned PTF4 Polo Tbp Filter - 3 112.4" Dla. Tenon SpeCl/y RAC Jesipnerion ap PCR hmllnelre wa1(epa) Pholoconlrol Receptacle only 90PTF Square Pole Top Flllef shown In (-pier9.1-Mn oulde. er: OC-gAV074 Poly Poiyowbonote Sag Long 30PA Square Polo Spacer (old only For coo 90', 3-ring or 4 way: 3c Special Color Paint (013 • f00w rnaa; 018.2d0w mar) one rrone?a dtmcy eta unfi mount direcgy ro q 4,8" or Orea(ar (speclry )V .1 vvppy COW ch/0) H8 Internal Houealide Shield cquar. pole, For poles /ass (hen 4.5-, . pnl. as Quortz Standby eperw to regwrod. (Of3 - loowmex: 010 - 000—ap/ TRPA Tapered Square Pole Spacer BO Sag Glass Lens (In I)eu of Oel pleat) Thle option Ie requbvvi br po.'ag loge Men J 6- (91)pplled standard w/lo 750w and 1000w,1 (k Nn 10 2. 76' dquero- RPA1 3" Round Pole Adapter SPA Square Polk Adapter (0 re only. Requfrod to, J" OD round or 13 cnly ploqulred fir square po/ee) tepnrad round pole)) whom Ieo OD /o loop TYPE PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS See &7- 2681 Alvamdc Sheol San Leandro, CA 94677 800227-0758 510/367.6000 1n California OarUco Llunling reewmo Iho right to change thei6tials or modify rho dae{9n of Me pn)duel'r.dr.oul nolHtr4nn na part of Fefr 5101367-3o88 the rnmpany's contlnulnp producr imprr"Meni program The Gullwlnp daaign in /ent"Itod by U 5 pmunt number tJI4IIuhling.corn DE9.M)1,699, The XL opikAl ayoiam is pmtaclad tAo V.P. f)MeM number 8890412. V Copytighr Clardco Llghting Z091. All Righu Rosomad, Inlarnotlnnel Cop}rlt)hl 3ecurnd. 04flioa Thomas Croup LLC I I G H 1 I N G 791 I54ji202 2r1i1 ' 11:5'' I - . _- ' 6'16; P111E TREE LIi:,HTIhlL P41 POLES 4" STRAIGHT SQUARE STEEL GENERAL DESCRIPTION: The Gardco/Emeo Lighting SSS Straight steel pole consists of a one-p(ece square fabricated steel Iighting standard. Tho carbon steel base plate Is secured to the shaft with a continuous circumfersntlal weld providing excellent strength and integrity. The poles are flnlshed with an electrostatically applied, thermally cured TGIC polyester powdercoat. All poles include anchor bolls, tuil base cover, hand hole, ground lug and top cap. 0 R D E R I N G POL.0 HEIGHT SIZE GAUGE DRILLINGS PAINTED FINISH OPTIONS 939 10 4 11 +y D1IE t3RP T ( I ! GFCt SSS 10, 4" 7 01 7 way ORP Bronxe' GFCI Ground Faull 12 11 D2 2 waY NP Notural Aluminum Receptacle 14 15' D3 31vu Y BLP ©lack ON Ouplar Receptacle 18' D4 4 weY WP White, 20' -r2 2 318' 00 Tenon OC Optional Color FES Fostoon owfut 24' T4 4' OD Tbnon (Slaol/y PAL dualgnnrlon 25' . shown In Color Sclaorlort 00109) SC Spoclal Color W.0 aoppty Color ChIpJ CATALOG MAXIMUM NUMBER POLE SIZE LUMINAIRN LOADING' ANCHOR - -- - ---- -- BOLT DATA" POLE BOLT PRFFIX HEIGHT 6IZE GAUGE 100 MPH 00 MPH 60 MPH CIRCLF BOLT 3tZF MAX PROJ. (FT.) (Inohae) FPA•FT2 PPA-FT2 EPA•FT2 (Inchaa) (Inclleu) (Inchon) SSS 10 4 11 18.9 239 30.6 8.0 3/4 x 17 x 3 4.0 SSS 12 4 11 14.8 18,8� 24.4 8.0 3/4 x '17 x 3 4.0 SSS 14 4 11 11.7 15.1 19.9 8.0 3/4 x 17 x 3 4.0 SSS 15 4 11 8.9 11.8 15.9 8.0 3/4 x 17 x 3 4.0 ---SSS 18 4 11 6.7 9.2 12.6 8.0 3/4 x 17 x 3 4.0 SSS 20 4 11 4.5 8.7 9.6 _ 8.0 y3/4 x 17 x 3 4.0 SSS 20 4 7 8.8 11.8 16.0� 8.0 314 x 17 x 3 4.0 SSS 25 4 11 1.0 2.6 4.3 8.0 3/4 x 17 x 3 4.0 SSS 25 4 7 5.4 7.7 10.8 8.0 3/4 x 17 x 3 4.0 'Wotnlnp: Addlllonal Wind loadino, In time or EPA, from Dar"Mr. eamerea• floodllghte Roil What` MIC"Oeaie,e etleehdd to the poW, rn"I be added In the Wrrynglre(e) EPA belbre Selecting tho polo weh the RDproprlela wind load cepebnity, '•Fadory supplied IRmplate m,iel be 1,Sed when wntng anchor GWlte OardnOJEblCO Ligbtlno will not honor Rny r:lelm for Inoonect enehetogo plwc.menl rneulWo from todwe to u10 factory auppilac templowe. TYPE! PREFIX HEIGHT 81ZE GAUL7ln DRILLING FINISH OPTIONS oars n U0h11n01EM.CO Lighting reeervw llte right tc ch.riq. matelials or modify the dealgn Of pa ProdMI vAhoul nollaulion on Pen of the cornponya Colllinuirlg product Impro"marlt prorTmol cn Copyllght Oardco ugntn,g 2001 All PIBMR Reeelvo. tnfernmionsl copyright ensured. 2681 Alvarado 31ree1UEM60 Son I.uandro, CA 043778001337.0768- 510/3S7-0g00 In CalHornlrfax. 6101357-3088....--..suellgnling.coon [1Rnlyrn Thmmne Group LLC L I G H T I N G LIGHTING PULES 4" STRAIGHT SgUARE STEEL SPEC IF I C A T (O N S VOLE 8HAFT: The polo shaft is fabricated from a singly-olaca of 11 ga (.1196") or 7 gn ( 1 703") commercial carbon steel. The formed atael p1pta is longitudinally welded providing nunlmum yield r:irength of 40 KSL ANCHOR BASE: The pole anchor base 13 imbricated from A•30 structural quality carbon Most with a minimum yield strength of 30 KSI. file base plate telescopes the pole shaft and Is clrcumforontirflly welded on both top and bottom ANCHOR BOLTS: Anchor bolts are fabricated from a commercial quality hot rolled carbon atrial bet that meet% or exceeds a minimum guaranteed yield elrength of 90,000 psi. Dolts l,nve an "L" bend on one and and threaded on a.e oppoelie and. Anchor bolts arc galvanirad a minimum of 12" on the threaded end. Four fa) properly eked bolts, each furnished with two (2) regular hex nuts, two (2) flat washers end one (1) look washer are provided per pole. unimin otharwiaa apecIM"d. BASE COVER: A two-plece base cover completely conceals the entlre base plate and onchoraue. HANOHOLH: The reinto(cod handholo has a nominal rectangular 2" X 4" Inside opening In file polo shaft Included b a covar pinta with ;,ttachmont acrnwo. i he handhole to located it' PC 12" ebovo tho base and 1110' clockMao H9th renpeU to the luminalre arm whom vlawed from the lop of the poly for one amt. For two arms tha handholn la located tlimelly i1nilor ono Cirri. POLE TOP CAP: Each polo npanmbly In provldsd with a removabla pole top cap. FINISH, Poles Are evp116610 with a bronze, natural, white or block eloctrostatically applied. thermally cured TGIC polyoalor powdorcout Anlsh. DESIGN: The poles as charted are donlgnod to withstand dead loads and predictod dynamic loads dovelopod by variable wind speeds with an additional 30% guet,faclor under the following oondl0ons: The wind votoCI000 are based on 10 mph Increments from 80 mph through 100 mph. Poles to be located In areas of known ahnormni conditions may requlre special consideration. For example, cuaelal areas and o!rpdrl'a. Poles are designed for ground mounted applications. Poles mounted un struoturos (such no bulidlnaa and brldgen) may also necessitate, special conaidoration requiring Oerdco/Emcq Llghting'a recommendation. Height correction factors and dfntl IWOMclnnla are applle(j to the ontird ntructuro. An appropriuto nofoty (actor to malotalnod based on the minimum yield strength of the mntorlul hrcorpornlo<I In the polo. WARNING: Pile delr1011 Informntion in Ininndod an n I)erwrol juldoling only. The customer in solely responsible for proper selection of pole, luminalre, accoasory and foundation under the given -3ito condWons and Intondod Lange. The addition of any Itom% to the polo, to addition to the luminalro, tblll dramatically Impact the EPA load on that pole. It Is strongly recommonded that a qualified prolo9alonal be rXn9Ult4d to anuiyzo tlT9 loads given the uoer'n apoclilc needs to nnouro pmpor eoloctlon of the polo, luminalro. accosnorlon, and foundation. Gnrdco/Ernco Lighting and Genlyto Thomua Group, LLC nanuma no responsibility for such proper analysis or product soloctions. Failure to Insure proper alto analysis, polo soloctlon, loads nrld Installation can result in pole failure, landing to norlous Injury or propetty famago. GL-NERAL INFORMATION: MounUng height is the vertical dinlnncn from the boon of the lighting polo to the center of the lurninolre arm a( the point of luminalro attachment. TMn arms as chortod ore orlontod at 180' wiU1 reopect to each othor. For nppltcations of two (2) ormo nl go' or other multiple arm applicntlono, constilt the factory. NOTE: Factory eupplled lenipleU must Iw used when setting Anchor lioil/. Osnlco IJohting will not honor any clslm for hrcorroct snchornge pIs<smerd from fallure to use (IWtory supplied lomploios. Cul ,,ole In tompletn Ilia- 1419er th Idiot openuip 4- Uninco UOnIInp1EA4C0 Ughang raeerves ate n9t4 to ohsnge meterm!e or rnWlly Iho doslgn of Ile prndoel without nelftatlon as liarl or rho rgmpenye eorVIntA,V prodval Imptavotnent prooran_ 11 C:oWiphl Osrdw Llotdlnp 22001. As RlQhle Reserved. Inretmilonai 00pyri9M 9ocvrod. 4.0 fis.Liion Uq;)q 2001 Alvarado 31root San Leandro, CA 94577 0001227-0758 51o7J67 0900 In California Fax: 610/357.3008 allsiighling.rom ain1l4e Thames Orovp LLC t I C H i I N G 1710134 Polo Dawn C Vot J.'4' Anchor Dolts (4) Tup Nuis (4) Lock WnPhwre (4) Flat Washers (s) OM,A as (eyulral niter io,w Ang polo L—il,19 Nub) (4) Concrolo footing to CO onll mnduns E aid I M0 LIGHTING 79416-1 TNOMEO Cam. l�L._L� _• �---- a--�-----�--�-�---� -� � ---- ---- - CATALOG MUMM LOMMA)RE LOADWG ANDurr BOLT DATA NUMBER �u SIZE 801T CONDOR 940t LET G EPA may allow for ahwrts�r� BASF WALL M N4YPR0.1. n(pw) TFroN THICKbESS 4Z�� N► aRCL) OrEta4a ck�vcsl Inchat) pA *s7a d p/pis and assoaared xst redudlcn, oAErx (heq HFiGMT S+aU P^�+1 EPA &11" 2 135 - 15 23.: 7.C13. 215 1r X1gS4„ 30 STRAIGHT ROUND Rg4QOL 135 -; 1a 2.s. 33 - 7.00 - 225.:: s;X 1ex3 30 ALUMINUM POLES Rla401� : 4 ____- : • z.a' a1 4.4 o '• ' . 700xlB,x33.0 � ' ,� •' .. 1911" 8 , ::.. _.tss _Ra4.20H 325 = . S'8.xiaX3�. 3.0 ... 925 98% aeX3 30 RAE CS. a z4'10:::;. y3 1,5 zo s.a 52 42 6t y o0 9C0 3.25 3l4X18X3 :'a.0' 2 4 2.1 3:0 1'.:175�:A;1' fi 5>�'=' SS S .oCO• 3y5',c.•3I45X18X3. '. RP+S-2SlY 24'1D-'�ti+r:'Trr� <'175 23" " 3S ' 1 . y 0d :'' 37Si" c189418X3v '.39 '. 175 = 1-0r 28 43 900 3.25 518X8x3 ^.30`. RA528Pk:«i �SY :'1� e _: r 175 4- 26x 40 bD , `..:90P 325 5143, 9X3 3A ., 4iG20 4 a 17a3 STRAIGHT ROUND sRs24..o ' ' .': X 25 , » ^ 1;4 STEEL POLES '_'.. X3 .3.75. SpS206U.:r:''fr!L .5 ' ` ° 80 d75 314 K 17 X 3 . -.,'S 3 . 5�5�5 5 0 25 6 X 25 ''::120 120 a.0 2A a2 , :. 70 4�s �4'X1 X3''' 375T: SRSJOb d' •; � 5x� --- 225 "alga 18X a 3.0 ' OUARE STRAIGHT SQUARE tC0 1 m 3A _ 48 30 2^5 5/87ct8 <3'' " . ALUMINUM >ti 21N1; 199 •' 4 100 8<. 4.7 68 7.CD 225; "5!8'XtbY,3.'30' 199 g 196" ' `Zfi ;;'.150 ``:',.29.; 4E 3 300 -. <300;`'.SBX,eXy" 30 S3Aa 73'9 r :'r' 25 _ ; ,15D 39:....:a.00 .:.,:' .3.00:.:. 5J6 K 18 X3.,':; 3.p :...•; r<4; fS44.5'.SL 24'8' 25. 150 - 13 321 PAD 3.CC i2:d18X3 .3,0, 3.0 SW, 25H 24'8 7 150 ,. 3.7 ' 5.7 ' e 4 9.00 _ 300' 914X18C'3' 150 - 32 5 3 9.00 3.00 314 X 18 X 3 3.0 SSA4,5.2?M 236' 7 20 2,,5 - . .130 3.4 4.4 6.9 9.00 3.35 5X ',8 X H B 3.5 93 •"..19'9` SSA5d5L 24 5` '. 2 5:. ,130 - 27 . 9-00' ). 3.25 3.25 518 X 18 3 31% X 18/. 3 35 $Sp5 25M 219 4 .130 2.1 2.7 3.1 t.3 , 7 9.00 9.00 325' 314 X 18 X 3. 3.5 5;,1�75M 2d 9" y 130 22 22 ., goo: 3zS •.:. 3M X 18 X3 :..5 5"iAi•28A! 27.y,.. - q .. .13D' 130 - - 3.4 9.00 325 3J4 X'18.{ 3 35 7 3 , 170 22 3.1 6.4 11.00 4.00 3!4 X.13 X 3 4.0 Zyq,• g 170 2A 3.8 '.0 11.GO 400. 1X36X4.$ 4.0 1 $3Ab 30N Z9'9" D 170 9 3 78 12.4 1100 4.00 1 X 36 X 4Sr 4.0 331 3Z 4" 3' 170 : - - 1.5 11.00 4.00 314 X 18 X 3 4.0 $y+6 32'9 B _ .170: - - 4.1 11.00 4.00 X 36 X 45 4,0 - 9 ;4633M' 32'9" 9 T 1 D 35 3.9 7,0 1100 _ .4 Co TX 36 X 45 4.0 3S4(>33H 20' 4 - 11 4.6 69 9.6 3rX1 3.64 214Y.'W 3S STRAIGHT SQUARE Sid-11 - 7 BB •1.8 1e.o FAO 3.64 ya x 19 x 3 3� STEEL POLES ��-7 �' 24' a 4 1 t 2.0 3L 6 0 3,00 ` _ 3.64 3(4 X 18 X 3 9.5 55524-a 11 7 $A 78 11.4 8.30 3.64 3f4 X 18 X 3 '-� SS524A-7 24' 4 4 t t 1.4 3.0 52 8.00 3.64 3f4 Y. 18 X 3 ` 25, 2`i' 4 4.7 7.0 t�.4 dD0 3.64 V4 X 18 X 3 3.S SSS254-7 _-7 _-- --` cSS2b511 25' 5 11 3.7 63 9.8 10W12.00 4.64 1X3eX4,5 36 X 4 5 d0_ �ss-7 25` 5�-.7 91 12.7 17.e 10.00.12 o0 ssa 1 X Q•G, 90' 5 11 - 2.0 4.7 10.* 12.00 4.84 1 X 36 X 4.5 5 11 3.9 6.7 10.' tO.00.1200 d.b4 1;;36X4.5 40 -- 2 , y7�30, S 7 - Cacrory'sw0lied ;oaxtaie must byuwd when setting i1 dOr belts. Ga dGo Lip^ling xif not honor sny c'a;m - hn ecerreCl awWfage place-rnt resulting from fuWre to uae W4AC ' sup, lied 1e1701ates. _ _'-r-'_'r•_,- 4,:r_trE,6E r_i4 l i STEEL 1-01 F SPEC IFI ATLCILI-S_ POLE SHAFT The ,ole shaft is a one section aesign fabricated front not roiled welded steel tubing (round) or a single piece of 11 gauge (.1196") or 7 gauge (.1793 ') commaicial carbon steel (square). The formed steel plate is langi:udinally weided providing minimum yield strength of 36 KSI (round) or 46 KSI isquarei. POLE TOP CAP Each pole assembly is provided with a remcvabra top cap. HANDHOLE A reinforced handhole opening id provided in the pole shaft with a handhole cover plate and attachment screws. A nut holder is atlacheb to the handhole and includes a 1/2"-,3 UK hex head bolt and nut for grounding. ANCHOR BASE The anchor base is fabricated from structural qualit' hot rarbon steel plate with minimum yield strength of 36 KSI. The ase plate telescopes the pole shaft and is circumferentially welded an both top and bottom. POLE SHAFT The pole shaft is cite piece. 4" (RA4) or 5" (RA5) diameter or 4" (SSA4), 5" (SSA5) or 6" t5SA6) square, seamless 6000 series extruded aluminum tubing. The shaft is heat ?reated to achieve a T6 temper with a guaranteed minimum yield strength of 31 KSI. TOP CAP Each pole assembly Is provided with a removabie cast alumic;xn top cap The cap is seared with two (2) stainless steel allen head set screws. HANDHOLE The nandhole has a nominal rectangular inside opening in the pole shaft and tenon assembly: included is an aluminum ;over plate with attachment screws. The handhole is located 1800 wits ►espect to the l*.minatre am when viewed from the top of the pole for crle rarr!1. For two arms, the handhole is ;ocated directly under one arr; , BASE TENON ASSEMBLY The tenon anchor vase assembly consists of structural quality A53 carbon steel tubing welded to an A36 structural steel base with a guaranteed minimum yield strength of 35 KSI.1he case tenon telescopes the pole shaft and is circumferentially welted en both top and bottom. The entire assambiy is hot dipped galvanized after fabrication. Four (41 mechanically galvanized fasteners secure the shaft to the tenon assembly. BASE COVER A base cover completely covers the entire t:aseplate and anchorage. The base cover is attached with provfdea hardware. ANCHOR BOLTS Anchor bolts are fabricated from a commercial quality hct rolled carbon steel bar with a minimum guaranteed yield strength of 50 KSI. Bolts lave and "L" bend on one end and are threaded on the opposite end a minimum of 41/2" Anchor bolts are completely hot dippec galvanized a minimum length of 12" on the threaded end. Four (4) properly siza l bolts, each furnished with two (2) regular hex mats. two (2) flat washers and one (1) lock washer are provided per pale, unless othewrise specified. FINISH Poles are available with a TGIC powdercoat finish. Natural aluminum, bronze, black or white finishes are avaiiable as standard. Special colors are available. BASE COVER A heavy wall spun (found) or fabricated (square) aluminum cover completely conceals the entire base plate and anchorage. The base cover is secured to the base assembly with provided hardware. ANCHOR BOLTS Anchor bolts are fabricated lion- a 1ommerrial quality hot rolled carbon steel bar with a minimum guaranteed yielc strength of 50 KSI. Bolts have and 1" bend cn ore end and are threaded out the opposite end a minimum of 41/2" AnMoi bolts are cornple'ely hot dipped galvanized, Four (4) properly sized boll, ex) turnishad with hvo (2) regular hex nuts, two (2) flat washers and orie (1) lock washer are provided per pole, unless otherwise specified. FINISH Poles are available with a TGIC powdercaat finish. 'Natural aluminum, bronze, black or.white finishes are available as standard. Special colors are available. For Aluminum or Steel Pala; Caurlain Noted EPA rat nq9 amorrinii r,ign wind conditions. As pan of :ontinuing quiii* improv"111 Totlra'ns, Gardco Lighting reserves the Law Steady Milos can cause a condition known as harmonic Aeolian) v bratior.. 411t to Change oral riars or nnodi'y the design of its pr)ouct without nofificallor, This condit: ill is most commor nelrwaler. airports or in wide open Spares. Pole failure can occtx from'NS CanditWn..4 Vibration Urnper!rx shoutd ae SPecified to Orninzte this cons tijn. F'IIIE 1F'EE LIF )I1 F'-CAE t=; POLES 5" STRAIGHT SQUARE -- - w• -- - STEEL - rr i�rerrr SPEC IFICATIO N S POLE SHAFT: The pole shaft Is fabricatod from a single -place of 11 go (.1190") or 7 go 1, 1793") commercial carbon steel, The formed steel plate Is longitudinally welded providing minimum yield strength of 48 KSI. ANCHOR !SASE: The pole anchor base is fabricated from A•36 structural quality carbon steel with a minimum yield etrenglh of 38 KSI. The base plate telescopes the pole shaft and Is circumferentially welded on both top and bottom. ANCHOR BOLTS: Anchor bolts are fabricated from It commercial quality hot rolled carbon steel bar that meets or exceeds a minimum guaranteed yield strength of 50,000 pal. Bolts have an "L' bend on one end and threaded on the opposite end. Anchor bogs are galvanized a minimum of 12" on the threaded and. Four (4) properly sized bolts, each furnished with two (2) regular hex nuts, two (2) flat washers and one (1) lock washer are provided per pole, unless otherwise specified. EASE COVER: A two-piece base cover completely conceals the entire base plate and anchorage. HANDHOLE: The reinforced handhole has a nominal rectangular 2" X 4" Inside opening in the pole shaft, Included is a cover plate with attachment screws. The handhole is located 12" above the base rind 180' clockwise with respect to the lumineire arm when viewed from the lop of the pole for one arm. For two arms the handhole Is toasted directly under one arm POLE TOP CAP: Each pole assembly Is provided with a removable pole top cap. FINISH: Poles are avallnble with a bronze, natural, while or black electrostatically applied, thermally cured TOIC polyester powdercoal finish. DESIGN: The poles as charted are doaigned to withstand dead loads and predicted dynamlc loads developed by variable wind speeds with an additional 30% gust factor under the following conditions: The wind velocities are based on 10 mph Increments from 00 mph through 100 mph. Poles to be located In areas of known abnormal conditions may require special consideration. For example: coastal areas and airports. Poles are designed for around mounted applications. Poles mounleu on structures (such as buildings and bridges) may also necessitate special consideration requiring Oerdco/Emco Lighting's recommendation. Height correction factors and drag coefncianle are applied to the entire structure. An appropriate safety factor Is maintained based on the minimum yield strength of the material incorporated In the poln, WARNING- This design Information le Intended as a general guideline only. The customer Is solely responsible for proper aelootlon of pole, luminalre, accessory and foundeuon under the given site conditions and Intended usage. The addltlun of any Items to the pole, In addition to the luminalre, will dramatically Impact the EPA toed on that pole. It Is strongly recommended that a qualified profeeslonal be consulted to analyze the loads given the user's specific needs to ensure proper selection of the pole, lurninalre, acceseorles, and foundation. Gardco/Emco Lighting and Genlyte Thomas Group, LLC assume no responsibility for such proper analysis or product selectlons. Failure to Insure proper sits analysis, polo selection, loads And Installation can result In pole failure, loading to serious Injury or property damage. GENERAL INFORMATION: Mounting height Is the vertical distance from the beau of the pole standard to the center of the krminalre arm at the point of luminalre attachment. Twin arms as charted are oriented of 100' with respect to each other. For applications of two (2) arms at 90' or other multiple arnl appllce0ons, consult the factory. NOTE: Focloiy suppltaa tamplsts mutt be wod when eaNing anchor boas. 0ardou Lighting will not honor arty clelm for Incorrect erveoreee pleosmord from !allure to use factory supplied templales. Cul hoiv In templatu 1r16" Is. -jar then dlarnatcr of d,u op•ning 1. 4" Max. I Oardro I.IvnlingrEMCO Lighting resorooe the light to change materiels or modify tho design or lie product without nollfluutlon its pan of the cornpeny'e eonlMuing product Improvemont progrem. 0 Copyright Oerdco Llgheng 2001. All RIghH Rcwa Qcl. inlenwllonal Copyright Secured. si llon gang 2661 AlveredG Street Sun Leandro, CA 04577 B00/227.0758 510/357-6900 In California Fox: 5104357-3088 1ltsllghllr10.carn OenlNe Thorne+ Oroup LLC t I G H T 1 N C. Po to Base co�df 3/4" Anrhor QQ0 j4) Top Nlrls (4) Lod: Weshete (4) Plat washers (8, Grout as roqufrod eftor lav*ling pole Lviellno Nuts (4) Concfele tenting to auk sou conoiwria EMCO LIGHTING 79415-18=WEB POLES 5" STRAIGHT SQUARE STEEL GENERAL DESCRIPTION: The Gardco/Emco Lighting SSS straight Steels pole consists of a one-piece square fabricated steel lighting standard. The carbon steel base plate Is secured to the shaft with a continuous circumferential weld providing excellent strength and integrity. Tfie poles are finished with an electrostatically applied, thermally cured TGIC polyester powderoost. Alt poles include anchor bolts, full base cover, hand hole, ground lug and top cap. O k D E R I N G POLE HEIGHT SIZE GAUGE 93S W 25 S Q 11 SSS 25, b" 7 30' 11 DRILLING PAINTED FINISH D1 BRP D1 7 way BRP Bronze D2 2 way NP Natural Aluminum D3 3 wey 13LP 919ch 04 4 way WP lH11110 T2 2 3/6" OD Tonon OC Optional i:olor T4 4`00 Tenon ($;, c* RAL cafjonstion PP shown In color Selection Ouide) SC Special color (Al usr eupplj color chlp.) OPTIONS I FES FES Festoon Outlet CATALOG MAXIMUM NUMBER POLE 31ZE LUMINAIRIM LOADING" ANCHOR BOLT DATA"" POLE BOLT PR13FIX HEIGHT SIZE GAUGE 100 MPH eo MPH 80 MPH CIRCLE BOLT SIZ6 MAX PROD. (FT,) (Inches) F-PA.Fr1 EPA•FT2 BPA•FT7 (Inches) (Inches) (Inches) --~-� SSS 25 25 37 S 4.0 5�5 dU b 7 3.9 6.7 10.7 11 3/4 x 17 x 3 4.0 "Wsrnlno: Addffional wind loedtng, In forme of EPA, from banners. Am.m,;, floodllgnls and other eCcesscries attachad m the pole, must be added to the luminglra(p) EPA before talaclIng the pole with me appropelsla %ind load capnbilty. "'Factory supplied lomplate moat he used when settiog anchor boat Oardeollimco Ughting vAll not honor any delm for lecorraet anchorage placement resulting from falluro to u tnrlwy Supplied laolpfatea. TYPE PREFIX HEIGHT SIZE! OAUOF_ DRILLING FIN15H OPTIONS ss.!� 2 S" .r51" .Z / 2'1- t' Z-1 ,E' sss �s s Oardro LrghtlnoleMCO UgMing reServeo tha riohf to nhenge matarlelp or modlly Ina design of Ae product lvltriout noll8caliorr, as parr of the rnmpnnye caMlnuing pm(hfct Improvement program, 0 Copyright 0erdco Lighting 2001. All Rights Reserved. Intarnatlonal Mpyrfght Secured. 2001 Alva: edo Sffeet San I.sandro, CA 94577 8007227.0758 5101367-6900 in Galitornig Fax, 5101'357.3088 adellghting.catn Oanlylo rhomas Croup I.LG RA LIGHTING LIGHTING 70416.181302WEB 100 11a r i I lF1IXIXPIX NOTE i PLEASE SEE ELECTRIAL ENGINEERS PLANS i FOR SECURITY CAMERA DETAIL AND SPECIFICATIONS. rY e r/#4 if AREA A rN rrrrr . r r r r r r r r r C* r/ r r C itATS4P r r r ItA , III`r r r r Itr r r r r ST D � D sr,xn�runcAL r 4T CVIL3T701 1 lot r r 1 r r r r r r t to D D q- e of \ I � D D •* 1 Gi* V �r r r r r r r ,t \r r r r r r r A LIGII r r r r r r 1 4 S Lf F TING r r r D SHAW'�S ySUPERMARKET C* D LIMITv III, S OF \ STATISTICAL }. PROPOSM)SUP®PMARK6T 1 ALCVLATIf 72,010i0SP. PPB-213J0 asp `: 1 1,642 SF C L 4p if O r r r I RET IL AC F �rit e ✓ r rAso r e Ar e r d e 1 r OT r ,15 _ B apse,, JO apoeaa es r3 r Y* 1 r r r 4t A AISI-.OLIO 7a� r OpN<' 4F r re r/ See F.Rctn A ngir plmt. • r 1` de d m, _ r r rr{�CCC tumn(oF *#B li I SII LI J11T bY I' STATISTICAL 4 POLI-. FOOTING 5'ALY-'•TIO e It 1f ilk a i�l e .0 e r r r e r a re It 16 r 9 G at 1 r r P >P r r r r � ✓ �' r G•'G r r y— 0 -+11 sna r�� As r r A r r A A e r e 415 r 1 r 4t 1 if r STATZS77CAL AREA 8U8aGRY ISO-CONTOET KEY e spaces chid Type. [1 .1 lllumina.cat fmi,h grade. it as a Grid Units: N.. dle, 1Lax Min Ave Mm r ,a� G r w r � oss Combined Parking l2.97 12.1x O.IX 16.12 A ll € r r r r r r Th aimer TIi I FIXTURE AND POLE SPECIFICATIONS Fixlurc A F'ixturc D Manuf..U— Gardco Manta Gcuuer: MCPhtlb- Fixmrc: GIS"(A 12) - Fixture: 102 Confguramm: I Optics: WT Opics: Lamp. Type 3 4(IOMH Lamp: Color. IOOMH BRP C'ohr: BLP I Mounting llcight 151-W ' Option: Pnla: -- SS525S11 Pole Color: BLP Fixmrc R Fixmrc F. Manufacturer: Gardco , •• Manufacturer. Gardm Fixmrc: GIS(EIA2.4) W Fixmrc: GIN(EPA)1) C-f.guratam: 2 Configmatnrc 3 Optics 4XL Optics: 4XL Lamp: 400ME Lamp: 400NU Color: RLP Color: BLP Optirau: — Opisma: — Pole: SSS25- 11 Pule: SSS25-5.11 Pule C'ok, BLP Pole C'okr: BLP Fixmrc C'• Fixmrc F• • Manufaemter. Garden Manufa.ttnr. Gardco i Fixmrc: G18(EPA 1.21 _?— T Fixmrc. G18(EPA 3.2) Configuration: I Configuration: 4 Optic.: 4XL w House Side Shield Optic,: 4XL Lamp: 250MH-SUPER Lamp: 400MB Color. BLP C'okr BLP Option: — Optiats: — Pole: SSS23-�Il Pok: SSS23-5-11 Pole C', ALP Pole C'nmr. BLP • -Poles tare n,uumcJ on raised li rmga. • - Poles arc mounted on mixed foaings. Fixture r:i arW (.• MANUI 'T11RIIL1 • Manufacturer: Oeo ard i Fixture: GIS(EPAII) 0.,"co Lighung Confi ura1aat 1 2661 Alvarado S— Optic.. 4XL San Leandro. CA 94577 Lamp: 400MH (510) 357-6900 Color eLP (510) 357-30981kx Option. — Pole: SSS25-5-11 /SSS23.5.11 McPhilben Pok Cokr. BLP 2661 Alvamd,S~ San Leandro. C'A y45P Pule, are nmuntad on -I- lixxmg,. (510)357-691p (510) 157_30xx lax & rs am yxo was ulcularcd m accurdma.e with puhhslwd 11 :S cakulatam nw•JxxI mW pnwadum, with the data as c m d by the user. This analysis is base) on 1csuW pmmmwva data, hghl ions lacers as rY* r �► r defined in the LLF value, Thix amlysis t a mathcmnical motkl of —I life sitwunu, audit can he o uN it, umtc as the mudel itself C'alculate#alues may vary from actual raw mcmwnts m,cuu simatmm. IS apoce, 28 x,no �p 3 was SE Group is no, rcspomible fir light ouhut devialmna due to lamp ballxu aim muu m, tar nth .nxNc, e r e r r D ay r DELIVERY. STORAGE. AND HANDI ING OF POLLS N A. Package aluminum pole, fir shippiu t acei hng InASTM B 660. H. Store poles on decay-rc,iaum treat J skids at 1— 12 mchcx 1300 mot) above grade and h / regmu um, Suppon pole, ,, pm, cul distonlon and arrange m provide tiro au cireul-m. p C. Retain factory -applied pJe wrapping on meal poles umiljust betirc pok insullatiom. Fm �! r LIGHT, r r r polex wish mmmetallW llitishes, hmWk with weh fahne—ps. Q _ OLI:FOOTPIci 9$ INSTALLATION C' eE C E I V E D A. Concrete FounJalionx: Con,w. according to Diruam 3 Sccm. "C.._ �Plsc vQli I. Comply with dutails f r rcinforcemrnt and lira atwMr Mdo, nuts, and waxlw :. Venry, mielmr-boh umplit., by computing with.1m1 p,k- h.— fimtished. 2. Finish lior Pans Exposed to View; Trowel and n,h.,nurrh. Comply with Ihvi.,am } r �' a Saxtion "U.'" n-Place C'ortctne"f. exposed Imol,. lI B. msull rysIcx ax fidk s B p p p� 1. Use weh lahric I' g 1 1 chain rrr cahkl m ra,w and sar pdas. - 4P r� At V* x� >Y �L7 T }' r xr r r r ` r 2. Mourn ry4ul to I y ry aiith Ic,elmg nW., atW tighten ah+nut. to uxyue le, el nJcJh k ulx'Imlr. 3. S-mc pole., level, plumb. and syuaro. 4. Grout void Mtwcen pole haw and foundation. Uw tam-shunking ­xpmWing «rwxm po a at 1 prom firmly packed in mI- cold pace. T[ S.Uwasm,n piece omle. a:h113mmldianleter pipe b,nukca drain hole 0�/ItIM(�in. OI So. Burlington ova ♦ Arrange In drain eondenxation linm in0.•mr ol'pde. � � ��J/ r r r 1 1 r 1 .41 s a ` f s* r C. Laminaire Attachumm: Fasten to mda;awd urucmml suppm, C'LEANMG AND N)IUSTP1Ci - poc space, re apaua G A. Clean unit ells imallation. Uw melhods arxl in-mik iec�om...cled by nw,ula.user. 4F GRAPHIC SCALE O 4t ,• r r �O a E B FLUSII L GIIT E LIMITS OF s planning & design �P f J POLLl()OTIFY, p is 1 �7'ATIS CAL 1 1 Y 1 ae 1 1 r .ammo, n. tau +! r * It'll f AT10 (IX ggt ) ISO -CONTOUR FOOTCAI✓OLE VALUE I.00 0.50 0.15 e r rF r at rr' r r r r r r r F Inc' It. SE G ROUP - apr al+aw m a-„ o mast THE GATEWAY r r9 O'LEARY—BURKE a' CIVIL ASSOCIATES, PLC ROM0U7R BURUN 5 "a�"A SL41f 5 LIGHTING PLAN LSSIX C7., VI rAx eye-99e9 3 .VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Permit Number: WW-4-1611-3 PIN: FJol-0302 Landowner: Acadia Realty Trust c/o David Bourgery 150o Diamond Hill Road Woonsocket RI 02895 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-0057o and referenced in deeds recorded in Book 375 Page 639 of the Land Records in South Burlington, Vermont. This project, to amend permit #WW-4-1611-2 to add a 34 seat Subway restaurant (serving three meals per day), with no increase in water or wastewater flows, served by municipal water and wastewater services, located on Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements. of the regulations named above subject to the following conditions. i. GENERAL 1.1 This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Act 25o District Environmental Commission, the Department of Environmental Conservation, Water Supply Division — telephone (802) 241-3400, Water Quality Division — telephone (802) 241-3777, the Department Public Safety, Division of Fire Safety— telephone (802) 879-2300, the Department of Health — telephone (802) 863-7221, and local officials prior to proceeding with this project. 1.2 The occupancy of the Gateway Shopping Center shall be the Shaw's Supermarket with a 25 seat restaurant serving two meals per day; Starbucks restaurant with 20 seats serving three meals per day; four retail/small dry goods stores; Nail Spa and Tanning salon with six chairs and six operators; Supercuts Hairdressers with five chairs and five operators; Mama Mia's Pizzeria with 50 seats serving two meals per day; and a Subway restaurant with 34 seats serving three meals per day. 1.3 The project shall not deviate from this Permit in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or the approved use of the building, without prior review and written approval from the Wastewater Management Division. 1.4 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.5 Each prospective purchaser of the lot shall be shown copies of the Wastewater System And Potable Water Supply Permit and the stamped plans prior to conveyance of the lot. 1.6 All conditions set forth in Permit #WW-4-1611-2 shall remain in effect except as modified or amended herein. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Supply Permit WW-4-1611-3 Page 2 of 2 1.8 In issuing this permit, the Division has relied upon the licensed designer's certification that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. David K. Mears, Commissioner Department of Environmental Conservation By 4-6��kn &kt-i Dolores M. Eckert, Assistant Regional Engineer Dated March 25, 2011 cc: South Burlington Planning Commission O'Leary -Burke Civil Associates, PLC Department of Public Safety, Division of Fire Safety Department of Health — Food & Lodging Licenses Shopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday Number of Studies: 299 Average 1000 Sq. Feet GLA: 331 Directional Distribution: 50% entering, 50% exiting i rip Lienerazion per iuuu sq. Ireez uross Leasaoie Area Average Rate Range of Rates Standard Deviation 42.92 12.50 - 270.89 21.39 Data Plot and Equation 70,000 60,000 50,000 N C W 0. ~ 40,000 ? U_ t N coy 30,000 a� Q H 20,000 10,000 0 .X X X.', x -X k X X: X X ---------.....:---- --- X : ----- : X XX ':X X: X �----,-.. - ,-X -- ..... _--X-•---- --' --- XX 'X ;X X X X X : X X�: .X XCX "X , XX X :XXX, YX X X :X / X X X X JC X-k XC X X X:--X- X --- --- --- -- -- . -- X X X XX X X 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.643 Ln(X) + 5.866 R2 = 0.78 Trip Generation, 6th Edition 1337 Institute of Transportation Engineers Shopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 96 Average 1000 Sq. Feet GLA: 292 Directional Distribution: 61 % entering, 39% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 1.03 0.10 - 9.05 1.40 Data Plot and Equation j 1,600 1,500 1,400 1,300 1,200 1.100 1,000 900 800 700 600 500 400 300 200 100 0 r . . -- ... ... ' X: ,r' : .......... _ ..:.....:. ....:.....:...........X....... �< .,.. _ . .. ; .... ,X ----'--...... � __....... � ......... .............. fir.•.......... ,_....------- - ... ... ... ... ... ... .X.le...... ... ._ ... .-. . r X r� .X .... ... ... .. ... ... ... ... ... ... .... .. .. ... X. kX XX X X.X.... ... .. r'� X X :X ; ' X' X X. .:X x..� X..;X--- ..x; X.. ... •• •• .. -- . -- X ... C'.�xXM... ._... .. .._ ..x ... ... l........ X.• ... ..- -- ... ... -- -- -- .. . .. X . 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.596 Ln(X) + 2.329 R2 = 0.51 Trip Generation, 6th Edition 1338 Institute of Transportation Engineers ;;),nopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 401 Average 1000 Sq. Feet GLA: 383 Directional Distribution: 48% entering, 52% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 3.74 0.68 - 29.27 2.73 DDaataPlot and Equation I 9,000 8,000 7,000 c 6,000 W o. A? 5,000 U L d CM 4,000 tC Q 3,000 2,000 1© 1,000 0 Y' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . - . . . - . . - - . . - . . . . . . . . - . . . ....................... ....- ........ l!....... ........................ X ' 'X X X X / ' X ' X xc X X �, X X X x X X X,''/ X X X X-- ----' �C -.................................................. X X,/ XQ X X X --- - ----- K` X WX X X X XX / XX X XX.--- ....................... ... ............... X-X--X........................................................... X 0 1000 2000 3000 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.660 Ln(X) + 3.403 R2 = 0.81 Trip Generation, 6th Edition 1339 Institute of Transportation Engineers TO: South Burl iton 66ve FROM: Ray Be r, dmini RE: January 22, `2002 agenda items DATE: January 18, 2002 MEMORANDUM t Review Board Officer 3) R.L. 'TAFT —10 LOT SUIBDI"SION — PRELIMINARY PLAT, GOLF COURSE This application was continued from the January 8, 2002 meeting (previously continued from the 11/20/01 meeting) to provide the applicant an opportunity to revise the plat plans to address concerns raised by the Board. This project consists of amending a planned residential development consisting of 296 residential units and an 18 hole golf course. The amendment consists of subdividing 10 lots off Golf Course Road with access between lots #86 and #87. The applicant submitted revised plans which shifts the proposed road slightly and provides for additional landscaping. The following comments are based on the revised plans. Access: Access would be via a new cul-de-sac street located between lots #86 and #87 on Golf Course Road. This cul-de-sac street would be approximately 460 feet in length. The maximum length allowed is 850 feet. A private road is proposed to serve three (3) lots and would extend from the cul-de-sac in a northerly direction. The private road would terminate in a hammer -head turn -around. Density: The proposal will increase the total number of units in the development by ten (10) units bringing the total to 306 units. This results in a density of 0.68 units/acre. The maximum density is 1.2 units per acre. Lot size/frontage: The minimum lot size requirement is being met for all proposed lots. The minimum frontage requirement is met by lots #1,2,7 and 10. Lot #3 has approximately 40 feet of frontage on the turning radius of the cul-de-sac. The maximum waiver allowed under Section 25.106 of the zoning regulations is 42.5 feet. Lots 4, 5 and 6 do not have frontage and are served by a private right-of-way of unknown width. This width should be clearly indicated on the plans. The access driveway serving these lots is proposed to be 16 feet in width. Section 40 1. 1 (k) (2) of the subdivision regulations requires a minimum width of 24 feet. The Board may waive this requirement under Section 513.1 of the subdivision regulations. Road standards: The applicant is proposing a 24 foot wide paved road in place of the 30 foot requirement. The applicant is also requesting a 16 foot wide paved private road in place of a 24 foot requirement. Staff has no problem granting these waivers under Section 513.1 of the Subdivision Regulations. DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING Traffic: The applicant has submitted a response to comments contained in a memo from Juli Beth Hoover, Director of Planning & Zoning (see enclosed). Sewer: The applicant has requested a sewer allocation of 4,800 g.p.d. The applicant should expect to pay the per gallon fee prior to permit issuance. Landscaping: The applicant submitted a revised landscape plan. A slight relocation of the proposed road allows the retention of additional specimen trees, but still indicates removal of deciduous and evergreen tree species. Proposed is a great deal more planting around the perimeter of the existing wooded area to mitigate the impact of the development from the surrounding area and the removal of other specimen trees from the interior of the site. The additional proposed plantings primarily consist of eastern white pine and red pine. Staff s concern is the site is losing a significant amount of its hardwood makeup, and the proposed tree species distribution does not accurately represent the existing large tree species makeup and may look un-natural even when the landscape has matured. Many of the proposed house footprints are in close proximity with some of the trees indicated to remain. The applicant should be more realistic about trees expected to survive construction and submit a plan, which shows undisturbed areas around the base of trees, and indicate the installation of tree fence for the duration of the construction project. This helps insure the safety of the existing trees. Staff also requests the employment of additional mitigation measures including an expanded landscape bond amount, if existing trees do not survive construction. Li_ghtin : The applicant has proposed one (1) metal halide, 70 watt street light not to exceed 20 feet in height. The Director of Planning and Zoning has reviewed the proposal light and found it to be acceptable. Any changes to the proposed street light should be approved by the Director. Impact Fees: The applicant should expect to pay road, recreation, school, fire and all other applicable impact fees. Other: The applicant has submitted the following additional information (see enclosed): a. Municipal Impact Study b. Wildlife Habitat Assessment c. Letters from the applicant's attorney CONFORMANCE WITH THE PLANNED RESIDENTIAL DEVELOPMENT GENERAL CRITERIA In addition to reviewing this application for its conformance to the area and density standards for development of the property, the Development Review Board must find that the proposed action is consistent with the supplemental standards for Planned Residential Pi- DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING Developments contained in Section 26.15 of the Zoning Regulations, It is staffs judgment, upon careful review of the submitted plans, that the proposed application does not comply with supplemental standards (g) and (1) for Planned Residential Developments, and therefore does not merit approval by the DRB. A specific evaluation of the plans with respect to these two criteria is included below. (g) [The project] will protect important natural resources including streams, wetlands, scenic views, wildlife habitats, and special features such as mature maple groves or unique geological features. The questions that should be asked under this criterion are: • Does the project affect any "important natural resources"? • What is the nature and function of those important natural resources, if any? and • Does the project protect--i.e. retain all or most of the value of --the important natural resource? Does the project affect an important natural resource? The Comprehensive Plan and the Zoning Regulations identify streams, wetlands, wildlife habitats, unique features, and woodland cover that serves as wildlife habitat as "important natural resources," in various places (including the SEQ Official Zoning Map). What is the nature and function of the important natural resource? It is well understood and established that there are very few areas of wooded cover with mature trees in South Burlington, and fewer still in this particular area of the Southeast Quadrant. This particular property is also on a "knob" and is thus especially visible from the surrounding areas. A map of the woodland cover in the SEQ is attached. The specific area in which these ten units are proposed is one of those few areas of mature hardwoods. It is also clear from the Comprehensive Plan and Winooski Valley Park District's report, Where the Wild Things Are: Large Mammal Habitats and Corridors in South Burlington, Vermont, that it is an area with notable value for providing wooded cover for wildlife, and in its uniqueness in this area of the SEQ it clearly performs a wildlife habitat function not performed by other areas of this property. Thus it is, in the opinion of staff, fair to consider it an "important natural resource." Does the project protect--i.e. retain all or most of the value of --the important natural resource? The 1996 and 2001 Comprehensive Plans clearly identify these mature wooded areas as warranting special consideration and protection in development plans. The owners of this property have had ample opportunity to plan for development and/or additional units in areas that are not the only substantial areas of mature hardwoods on their property. 3 DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING The applicants have proposed substantial landscaping and tree plantings, which would do a great deal to mitigate the effect of this proposal on the area's high degree of visibility from surrounding properties --part of what distinguishes this stand of trees as an "important natural resource." But while substantial additional landscaping is proposed in the plans, an undeveloped area of mature hardwood trees has a far more substantial value to wildlife for cover and habitat than would ten thoroughly wooded and landscaped house lots with buildings, residents, a road, and a driveway. Some mature trees will be lost, much of the tree replacement will be with evergreens, and the overall outcome will be a set of ten wooded house sites rather than a natural area. It is staffs opinion that the proposed project would substantially affect the ability of this land to continue its value as wooded cover supporting wildlife habitat, and would thus not protect the value and function of this piece of land as an "important natural resource" as defined in South Burlington's Comprehensive Plan and Zoning Regulations. (1) [The project] will conform with the City's Comprehensive Plan. This amendment to the previously approved PRD was first proposed after the adoption of the City's 2001 Comprehensive Plan, and thus this is the document used for an evaluation of compliance with criterion (1). The Goal Statement for the Southeast Quadrant on page 47 states "The City will strive to encourage well planned residential development at densities and layouts that protect and preserve large contiguous areas of open space, important natural areas, and scenic views" (Chapter VIII, p. 47, emphasis added). The Plan goes on in this chapter to recite some of the goals for the SEQ that came out of the planning studies for the Quadrant in the 1980s. It is worth noting that there are two goals that could, in this case, be interpreted as conflicting: Areas designated as appropriate for development were based on the following general objectives:... • Allow development to encroach into wooded areas to hide units from view • Protect enough wooded area to maintain viable wildlife habitat and maintain connections between habitats for movement. (Chapter VIII, p. 49) Clearly, the Comprehensive Plan means for the DRB, City and landowners to deal with tradeoffs between the visibility of units and the need for wooded areas to serve as cover for wildlife. The natural resources chapter has more specific language on adopted implementation strategies that are to be applied with respect to wooded cover: Chapter IX, Recommended Actions, # 17: The City should make every effort at preserving open space to help with the maintenance of 4 DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING wildlife habitat. The City should make full use of available planning and legal tools to preserve suitable habitat, and encourage through its zoning and subdivision regulations development patterns that preserve open space areas of sufficient size in order to maintain important wildlife populations. Individual lot design should fit in with adjacent and nearby lots, to provide clusters and corridors of wooded orefield vegetation, left in a natural state fficient in size to naturally maintain present wildlife populations. (p. 68, emphasis added). The major issue with this particular application is the uniqueness and isolation of this particular stand of woods in the context of the golf course and adjacent developed properties. Wildlife relies in part on a diversity of field, edge and wooded areas for appropriate habitat, as documented in the Where the Wild Things Are report. The proposal for ten residential lots in this wooded area essentially consumes all of the area for housing and related lawns and roads, additional plantings notwithstanding. It is not reasonable to assume that the area would continue providing the same or nearly the same value as wildlife habitat, as a cluster of wooded vegetation, as described in the Comprehensive Plan. It is staff s opinion that this particular application for development of this parcel of woods is not consistent with the Comprehensive Plan. I_IuIa111R]LIsomits) aIIIaaw In keeping with its recently adopted practice for amended applications, the Development Review Board has requested an analysis of this application's consistency with any of the three Stowe Club Highlands criteria as a justification for seeking an amendment that increases the density of units and impervious coverage on the property. The criteria are: a. Changes in the factual or regulatory circumstances beyond the control of the permittee; b. Changes in the construction or operation of the permittee's project, not reasonably foreseeable at the time the permit was issued; or C. Changes in technology. The Board has heard the applicant's arguments that they do not need to satisfy one or more of these criteria for the application to be heard. 4) ACADIA REALTY TRUST —FINAL PLAT APPLICATION-516 SHELBURNE ROAD This project consists of amending a previously approved planned unit development consisting of a 98,470 square feet shopping center in two (2) buildings. The amendment consists of increasing the size of the two (2) buildings by 2314 square feet for a total of 100,784 square feet, 516 Shelburne Road. This property was last reviewed by the DRB on August 21,2001 (minutes enclosed). 61 DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING This is a redevelopment of Mall 189 with a new Shaw's Supermarket. This property is located at 516 Shelburne Road, and lies within the C 1 and CO District. It is bounded on the north by a retail building (Ben Franklin), on the east by the O'Dell Parkway project, on the south by the I-189 off ramp, and on the west by Shelburne Road. The only items affecting this application are coverage, lighting and parking. Coverage: Building coverage is 23.70% (maximum allowed is 30%). Overall coverage is reduced from 86.5% to 86.4% (maximum allowed is 70%). The front yard coverage along Farrell Street is 75% and along Shelburne Road is 36% (maximum allowed is 30%), no change in front yard coverage from last approval. Parking: Required parking is 504 spaces. Proposed are 486 spaces. This total is 18 spaces or 3.6 % short of the required 504. The last approval granted a 9 space of 1.8% waiver. Staff has no problem with granting this waiver. Lighting: The applicant is requesting an increase in lighting. The previous approval was for 26 / 250 watt metal halide lamps (minutes enclosed). The proposal is for 75 / 250 watt metal halide lamps. The 100 watt metal halide lamp count remains the same at 13 ( fixture D). The point by point lighting plan shows an average greater then 3 foot candles for the parking area, storefront road and entry from Route 7. The City's regulations allow a maximum average of 3 foot candles. Staff recommends the lighting plan be revised to reflect an average of no greater than 3 foot candles. The lighting plan should only show points on the property. Other: Sheet # 5 is misleading and should be either removed from this approval of revised to reflect items in the current proposal. 5) & 6 )DAVID AND BARBARA FLAGG—SITE PLAN AND CONDITIONAL USE APPLICATION,1693 SHELBURNE ROAD This project consists of a request for permission to amend a plan for a 2,533 square foot auto sales facility, including service and sale of related accessories. The amendment consists of altering the previously approved access from Shelburne Road at 1693 Shelburne Road. This application is in conjunction with agenda items 7) and 8). This project was approved on April 17 2001 (minutes enclosed). This project located in the C2 District is bounded to the north by Oil-N-Go (auto repair), on the east by Shelburne Road, on the south by vacant state property, and on the west by railroad property. SITE PLAN CRITERIA The only issue effecting this application is access/circulation. z DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING Access/Circulation: The last approval required this property share access with the property to the north (1691 Shelburne Road). Such that each property would have a portion of the shared access drive on their property. This proposal is to have the access entirely on the property to the north (Oil-N-Go). The shared access drive will be 36 feet wide with an access to 1693 Shelburne Road (Autohaus) 32 feet wide. Legal documents formalizing the shared access should be required prior to a Certificate of Occupancy. Circulation on the site is adequate. Staff requests the applicant revise plans to indicate North correctly. CONDITIONAL USE CRITERIA The proposed project complies with the stated purpose of the zoning district is "to encourage general commercial activity." and does not adversely affect: a) the capacity of existing or planned community facilities - no effect expected b) the character of the area effected - no adverse effect is expected c) traffic on roads or highways in the vicinity --the proposed use is not expected to effect traffic. d) bylaws in effect- the proposal is in conformance with the zoning regulations e) utilization of renewable energy resources- there is no utilization of renewable energy resources to be affected. f) general public health and welfare - no adverse effect expected 7) & 8) MARK HILL —SITE PLAN AND CONDITIONAL APPLICATIONS, 1691 SRELBURNE ROAD This is the companion application to 95 and 46 above. This project consists of a request for permission to amend a site plan for a 3,295 square foot auto service and repair facility. The amendment consists of altering the access from Shelburne Road, 1691 Shelburne Road. This project was last reviewed by the Planning Commission on May 11, 1999 (minutes enclosed). This project located in the C2 District is bounded to the north by commercial property, on the east by Shelburne Road, on the south by the approved Autohaus, automotive repair and service, and on the west by Bartlett Brook. SITE PLAN CRITERIA The issues affecting this application are landscaping and access/circulation. VA January 22, 2002 MEETING of the shared access drive on their property. This proposal is to have the access entirely on this property, which then provides access to the southern property (1693 Shelburne Road). A legal document for the revised shared access should be approved by the City Attorney and recorded in the land records prior to issuance of a Certificate of Occupancy. Landscaping_ Staff is concerned the access provided to 1693 Shelburne Road may require removal of plant material. The applicant should submit a landscape plan showing the change in the landscape at 1691 Shelburne Road and the relocation/removal of plant material. CONDITIONAL USE CRITERIA The proposed project complies with the stated purpose of the zoning district "to encourage general commercial activity." and does not adversely affect: a) the capacity of existing or planned community facilities - no effect expected b) the character of the area effected - no adverse effect is expected c) traffic on roads or highways in the vicinity —the proposed use is not expected to effect traff ic. d) bylaws in effect- the proposal is in conformance with the zoning regulations e) utilization of renewable energy resources- there is no utilization of renewable energy resources to be effected. f) general public health and welfare - no adverse effect expected 9) BARONE CONSTRUCTION—PRELINIINARY PLAT APPLICATION, 1795 SPEAR STREET This project consists of subdividing 1.53 acres into two lots of 1.02 acres and .51 acres, at 1795 Spear Street, north of Allen Road. Sketch plan was reviewed on December 18, 2001 (minutes enclosed). This project located at 1795 Spear Street lies within the R1 and R2 Districts. It is bounded on the north, south, and west by single family dwellings and on the east by Spear Street. Access: Access to lot #2 is by a 20 foot ROW off Spear Street with a 10 foot wide gravel drive (plan incorrectly notes 20 foot wide gravel drive), which widens to 30 feet to serve lots #3A and #313. It widens to an 18'gravel drive in front of lot #3A then 12' gravel drive leading to #3B. Section 401.1(k) (2) of the subdivision regulations requires all private roads be built to city standards with the exception of curbing and widths. This section does require a minimum width of 24. This requirement is not being met. The Board may waive this section pursuant to Section 5 13. 1 of the subdivision regulations. 9 January 22, 2002 MEETE4G Lot size/Frontage: Both lots meet the lot size requirement for their respective districts if the Board approves the relocation of the R1/R2 zoning district boundary. Neither lot has road frontage but are served by a ROW. Sewer: The previously approved sewer allocation was for a three (3) bedroom home (450 gpd) on lot #3. The applicant is proposing two four (4) bedroom homes on Lots #3A and #313 and requests 480 gpd of additional allocation, which leaves one lot short of the necessary allocation for four bedrooms. The applicant needs to request additional allocation. Impact Fees: The applicant should be aware that school, road, recreation, and fire protection impact fees are required for the development of lots #3A and 93B pursuant to the South Burlington Impact Fee Ordinance. Bartlett Brook Watershed Protection OverlU District: The purpose of the Bartlett Brook Watershed Protection Overlay District is to "control stormwater runoff and prevent worsening of erosion problems currently experienced within the Bartlett Brook/North Brook watersheds. It is the intent of this overlay district to require that certain land development within the Bartlett and North Brook watershed incorporate appropriate stormwater management design to insure that the development will not adversely impact the stormwater flow characteristics of the streams." The report from Heindel and Noyes should be given to the City and the plans should incorporate any recommendations prior to final plat submittal. Other: The applicant should include the revised recommendations by Champlain Water District, the Fire Chief, and the City Engineer. For final plat indicate the sight distances for Spear Street on the plat plan. The applicant requests a district boundary line adjustment of 50' between lots #3A and #313 so the each lot meets the minimum lot size for each district. This is a conditional use which should be requested at the same time as final plat submittal. 10) DEBORAH AND JAMES BOROW AND PAUL YANDOW—SKETCH PLAN, 40 AND 60 TABOR PLACE This project consists of amending a previously approved 296 unit planned residential development and an 18-hole golf course. The proposal is a boundary line adjustment between two residences. These adjacent properties located at 40 and 60 Tabor Place lie within the SEQ District. They are bounded on the north, east and west by single family residences, and on the south by Tabor Place. The only issues with this application are setbacks and lot size. Setbacks: The proposal is to increase the easterly side yard setback for lot #78 to ten (10') feet. Lot 978 is currently in violation of the zoning regulations because it was built to close to the eastern property line. E DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING Lot Size/Frontage: The applicant is proposing to increase the size of lot #78 by 167 square feet by reducing the size of lot #79 by the same amount. Both lots meet the minimum lot size for the SEQ District. The applicant proposes a transfer of 1.5'of frontage from lot #79 to lot #78. They are still above the minimum frontage requirement of 80'. Other: The final plat plan should include a note that the old boundary line is to be dissolved. 11)C ERLAIN-M17CKI,OW—SKETCR PLAN,123 NESTI DRIVE This project is to amend a plan for a 17,036 square foot building used for retail sales of auto parts and general office use, and use of existing sheds and a portion of the property for boat and recreational vehicle storage. The amendment consists of. 1) converting an existing 16,050 square foot building to a temperature controlled storage facility, 2) removal of existing pole structures, and 3) construct 35,800 square feet of warehousing, storage and distribution use in six (6) buildings. A sketch plan for a similar project was reviewed on July10, 2001 (minutes enclosed). This project located at 123 Nesti Drive lies within the C2 District. It is bounded on the north by Nesti Drive on the east and south by commercial property on the west by south by State of Vermont railroad tracks. Access: Access is via a 40' r.o.w. from Shelburne Road. This access should be shown on the preliminary plat. Coverage/setbacks: Building coverage is 16% (maximum allowed is 30%). Overall coverage is 70.1% (maximum allowed is 70%). Proposed front yard coverage is 29.7% (maximum allowed is 30%). The preliminary plat plan should not exceed the 70% overall coverage limitation. Parking This project requires a total of 4 parking spaces. Two spaces for office, one for non -office employee, and one accessible parking space. The applicant is providing 11 spaces; two are handicap accessible. A bike rack should be provided as required. Traffic: This property is in Traffic Overlay Zone 5 which allows this property to generate a maximum of 194.5 vehicle trip ends (vte's) during the P.M. peak hour. The estimated vte's during the P.M. peak hour for this site is 13.48 calculated from ITE. Lighting:_Cut sheets of proposed lighting should be provided at preliminary plat. Dumpsters: The location of screened dumpsters should be indicated clearly on the preliminary plat plan. 10 DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 (MEETING 12) RAGS AND RICHES —SITE PLAN APPLICATION,1700 WILLISTON ROAD This project consists of an amendment to previously approved site plan for an 11,110 square foot retail building. The amendment consists of: 1) allowing the use of 10 parking spaces for an off -premise business, and 2) approval to allow two (2) storage trailers. This project located at 1700 Williston Road lies within Cl District. It is bounded on the west by a Chinese restaurant, on the north by Williston Road on the south by Potash Brook and on the east by an auto parts business. Access/circulation: Access is via an existing 25 foot wide curb cut on Williston Road. No change is proposed. Coverage/setbacks: Existing building coverage is 18.5% (maximum allowed is 30%). Proposed overall coverage is 56% (maximum allowed is 70%). Existing front yard coverage is 73.3% (maximum allowed is 30%). Traffic: There are no proposed changes to affect the traffic on and off this property. Parking: This site requires 61 parking spaces. The site plan shows 51 spaces, 10 of which are proposed for use by Thrifty Car Rental (as shown on plan). This brings the number of available spaces down to 41 parking spaces. This presents a shortfall of 20 spaces or 32%. The applicant should be prepared to justify this request. A bike rack should be shown on the plan. Lighting: All existing floodlight should be removed and replaced with approved downcasting and shielded fixtures. Cut sheets should be submitted to the Director of Planning and Zoning for approval. 13) TAMARACK SERVICES OF VERMONT—SITE PLAN,1700 WILLISTON ROAD This application is to amend a previously approved site plan for a 7,791 square foot auto rental and car wash facility and parking. The amendment consists of : 1) installing above ground gas pwnps, 2) approval for required off site parking at 1717 Williston Road (Rags and Riches). DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETING This project located at 1700 Williston Road lies within the C 1 District. It is bounded on the north by Airport Road, on the south by Williston Road, on the east by the Flight Inn and the west by the Parkway Diner. The only issues affecting the application are non -complying use and parking. Parking: The required parking is 14 spaces. The proposed location of ten (10) of the fourteen (14) required spaces is at Rags and Riches. The remaining four required spaces should be indicated on the site plan. The plans should be revised to show a bike rack. Non -Conforming Use: The existing use is a non -conforming use in the Commercial 1 District and under Section 26.003 this use can not be extended or enlarged. The plan should be revised to show the removal of the proposed gas pump. 14) WESCO, INC. — CONVENIENCE STORE EXPANSION — VARIANCES This application has continued from the 12/4/01 meeting at the applicant's request. This project consists of amending a plan for a 502 square foot convenience store with gas sales (4 fueling positions) and a 1344 square foot canopy. The amendment consists of increasing the size of the convenience store by 1038 square feet for a total of 1540 square feet. Variance's are being requested to: 1) allow the expanded building to project 21 feet into the required 30 foot rear yard setback area, and 2) exceed the overall lot coverage maximum of 70% by 4.1 % for a total lot coverage of 74.1 %. This property located at 1041 Shelburne Road lies within the C 1 District. It is bounded on the west by a restaurant parking lot, on the south by a cemetery, on the north by a restaurant, and on the east by Shelburne Road. It is the applicant's position that variances are not required. Applicant should be prepared to justify this position. This property has 165 feet of frontage along Shelburne Road and has a depth of 100 feet for a lot size of 16,500 sq. ft. This property is developed with a 502 sq. ft. convenience store with gas sales (4 fueling positions) and a 1344 sq. ft. canopy over the pump islands. The current overall coverage is 68.1% (maximum allowed is 70%). The proposal is to increase the overall coverage by 4.1 % more than permitted.. The convenience store and canopy are non -complying structures because they currently do not meet the front and rear setback requirements. 12 DEVELOPMENT REVIEW BOARD MEMO January 22, 2002 MEETU 1G SETBACK VARIANCE There are no unique physical circumstances or conditions, including irregularity, narrowness or shallowness of lot size or shape, or exceptional topographical or other physical conditions peculiar to this particular property. The unnecessary hardship claimed by the appellant is not due to such conditions, but by the circumstances or conditions generally created by the provisions of the zoning regulations in the neighborhood or district in which the property is located. The authorization of a variance is not necessary to enable the reasonable use of the property. The property is currently being used as a convenience store with gas sales which is a reasonable use of the property. The unnecessary hardship has been created by the applicant by their desire to increase the intensity of use on the property. The authorization of the variance would alter the essential character of the neighborhood or district in which the property is located. It would result in over 1,000 sq. ft. of additional building area located within the rear yard setback area in an area where most buildings are not located within the rear yard setback area. The authorization of the variance would not represent the minimum variance that would afford relief. Relief is not necessary to enable a reasonable use of the property. The authorization of the variance would not represent the least deviation possible from the zoning regulations since deviation from the zoning regulations is not necessary to enable a reasonable use of the property. COVERAGE VARIANCE There are no unique physical circumstances or conditions, including irregularity, narrowness, or shallowness of lot size or shape, or exceptional topographical or other physical conditions peculiar to the particular property that would necessitate the need to increase overall coverage beyond the current coverage of 68.1%. There is a possibility that the property can be developed in strict conformity with the provisions of the zoning regulations because the property is currently in strict conformance with the overall coverage requirement. The authorization of a variance is therefore not necessary to enable the reasonable use of the property. The unnecessary hardship is being created by the applicant by their desire to increase coverage beyond the limitations allowed. The authorization of the variance will not represent the minimum variance that will afford relief. Relief is not necessary to enable a reasonable use of the property, so granting the variance is not necessary. The authorization of the variance would not represent the least deviation possible from the zoning regulations since relief is not necessary to enable a reasonable use of the property. ccoch 13 FFIF January 22, 2002 MEETING None of the criteria are met for granting either of the variances requested. Staff recommends that both variances be denied. 15) & 16) WESCO, INC. — CONVENIENCE STORE EXPANSION — SITE PLAN & CONDITIONAL USE These applications were continued from the 12/4/01 meeting at the applicant's request. This project consists of amending a plan for a 502 square foot convenience store with gas sales (4 fueling positions) and a 1344 square foot canopy. The amendment consists of increasing the size of the convenience store by 1038 square feet for a total of 1540 square feet. This property located at 1041 Shelburne Road lies within the C1 District. It is bounded on the west by a restaurant parking lot, on the south by a cemetery, on the north by a restaurant, and on the east by Shelburne Road. CONDITIONAL USE CRITERIA Conditional use criteria under Section 26.052 (d) of the zoning regulations requires that the proposed use not adversely affect the bylaws in effect. This proposal will adversely affect the bylaws because variances are needed to develop the property as proposed and variances can not be granted. Conditional use request must therefore be denied. SITE PLAN CRITERIA The site plan should be denied because: 1) setback requirements are not met, 2) overall coverage will be exceeded, and 3) conditional use permit cannot be granted. FIRE CHIEFS COMMENTS FOR 1/22/02 DEVELOPMENT REVIEW BOARD MEETING GATEWAY THE BUILDING SHOULD BE SPRINKLER WITH FIRE ALARMS INSTALLED MUCKLOW-CHAMBERLAIN THE FIRE SUPRESSION METHODS SHOULD BE DISCUSSED WITH THE FIRE CHIEF (MIKE O'NEIL) CITY ENGINEER'S COMMENTS FOR 1/22/2002 DEVELOPMENT REVIEW BOARD MEETING AutoHaus —Shelburne Road 1) Site plan prepared by Krebs & Lansing Engineers dated 3-09-01 is acceptable. 2) Shelburne Road is a State maintained road and a permit from the state is required for the work. Burlington Self Storage —Shelburne Road 1) The site plan needs a north arrow 2) Water and sewer lines under buildings shall be in concrete pipe sleeves. 3) The landscape and planting plan shall be submitted Barone Construction, Inc. Lot 3B will have a run of about 1,000 ft to a fire hydrant. This may not be acceptable to the Fire Chief. Electric and telephone service should come from an existing power pole on Spear Street and not a new pole as plan shows. The sewer system serving the four lots and the entire force main including that portion on Spear Street shall be privately maintained by the four lot owners. They shall also be responsible to locate it for Dig Safe. The construction of the sewer pumping station, water, sewer services, and driveways shall be under the supervision of Trudell Engineering of another engineer and approved in writing to the City. Gateway —Shelburne Road Revised plans dated 12-3-01 prepared by O'leary-Burke Engineers are acceptable. DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 PAGE 5 i i Mr. Llewellyn noted that 9 units would not be built unless Old Cross Rd. is extended. Mr. Dinklage said he didn't feel there was any needs for T, U nd V to be so close to the western boundary. Mr. Dinklage also noted that the applicant could come back and request to put those 9 units on what is now shown as open land. Mr. Llewellyn said they are y illing to move them into a cluster. 5. Public Hearing: Final plat application #SD-01-45 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of: 1) razing a 114,771 sq. ft. portion of the building, 2) constructing an 81,800 sq. ft. building, and 3) constructing a 3,000 sq. ft. 'ddition to the remaining portion of the building resulting in two buildings with a total square foo�age of 111,470, 516 Shelburne Rd.: Mr. O'Leary said they have addressed the staff comments. Elevations are shows as well as parking counts. They are still short 9 spaces. One issue is the height of light poles. The applicant proposes.25 ft., and they were asked to lower this to 20 ft. Mr. Dinklage noted that is the city requirement which the Board can't change. Mr. Llewellyn said they will have to more poles if they can't have the 25 ft. height. This is a safety concern for Shaw's. Mr. Kane noted that Southland got 25 ft. poles which were approved illegally. Mr. Belair felt that the whole lighting issue needs to be addressed by the Planning Commission. Mr. O'Leary noted they have added a Vortechnics unit to slow down the flow of water. This unit traps out grit then has an oil/water separator. The last segment has a flow control. This should result in an 80% reduction in the amount of solids and meets the Abest management standard@ in most states. It has been approved in a number of places in Vermont. They are also decreasing the impervious area by about 10%. Mr, Kupferman reminded the applicant that they will be responsible for maintaining this unit and holding ponds. No other issues were raised. Mr. Boucher moved that the Board approve Final Plat application #SD-01-45 of Acadia Realty Trust subject to the stipulations in the draft motion dated 21 August 2001. Mr. Farley seconded. Motion passed unanimously. 6. Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west facade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 1000 Shelburne Rd: The applicant said that when they bought the property they needed to create a site plan to show an awning and also a curb cut in the eastern part of the parking lot. They also have a maintenance issue in the parking that is causing a safety problem. The new site plan shows the awning and minor changes in the parking lot. They are proposing two 18- foot curb cuts with arrows to indicate ingress and egress. They also want to remove a light pole in the middle of the lot and replace it with 3 poles, 2 on the eastern boundary and one on the western part of the lot. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a pub- lic hearing at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burling- ton, Vermont on Tuesday, January 22, 2002, at 7:30 PM to consider the follow- ing: 1. Application #CU• 01-49 of David & Barbara Flagg for conditional use ap- proval under Section 26.05 Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to amend a plan for an auto sales facility, in- cluding service and sale of related acces- sories. The amend- ment consists of alter- Ing the access to Shelburne Road 1693 Shelburne Road, 2. Application #CU- 01-50 of Mark. Hill for conditional use ap- proval under Section 26 05, Conditional Uses of the South Burlington Zoning Regulations. Request is for permission to amend a plan for an auto service and re- pair facility. The amendment consists of altering the access to Shelburne Road, 1691 Shelburne Road, 3. Final pplat applica- tion #SD-01-70 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 98,470 sq ft. shopping cent- er in two 12) build- ings. The amendment consists of increasing the size of the two 121 buildings by 2314 sq. ft for a total of 100,784 sq. ft., 516 Shelburne Road. Copies of the applica- tions are available for public inspection at the South Burlington City Hall. John Dinklace Chairman South Burlington Development Review Board January 5. 2002 Z01- I-, 1/22/02 MOTION OF APPROVAL ACADIA REALTY TRUST —FINAL PLAT APPLICATION —ALTERING �r BUILDING FOOTPRINT, 516 SHELBURNE ROAD 1 move the South Burlington Development Review oard approve final plat application #S -01-70 of Acadia Trust Realty to amend a plaXned unit development consisting of a ,470 quare foot shopping center in two builZ,*;square s. The amendment consists of i easing the size of the two (2) buildings by feet for a total of 100,784 square feet, 516 Shelburne Road., as depicted on a thirteen (13) page set of plans, page 2 entitled "The Gateway Route 7 South Burlington, VT Landscape Plan" prepared by O'Leary -Burke Civil Associates, dated 7/25/01 with a revised date of 12/10/01, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The plat plans shall be revised to show the changes below and shall require approval of the Director of Planning and Zoning. Four (4) copies of the approved revised plat plans shall be submitted to the Director of Planning and Zoning prior to recording. a) The final plat plan (lighting plan) shall be revised to reflect an average of no greater than three (3) foot candles and show only points on the property. b) The final plat plan (sheet #5) shall be removed from the set of plans or revised to reflect the current proposal. 3) The Development Review Board, pursuant to Section 26.256 (b) of the zoning regulations, approves a total of 486 spaces, which represents an 8 space or 3.6% shortfall. 4) Any change to the plat plans shall require approval by the South Burlington Development Review Board. 5) The final plat plan (sheet 2) shall be recorded in the land records within 90 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. NOV-30-2001 08:51 AM 01 LEARY—BURKE CIVIL O'Leary -Burke tivil Associates, PLC 802 878 9989 F.01 i Pdrt•ft' bend fair ..-nsmittal memo 7671 r o1 pe ► Al Frenl Co. M M ° 6. 1-x November 30, 2001. 'sir. Ray Belair, Zoning Administrator City of South Burlington 575 17orset Street South Burlington, Vf 05403 RF: Withdrawal of Final Plat Review for The Gateway Shelixime Road, So. Burlington, VT. Dear Ray: On behalf of Acadia Realty Trust we would like to withdraw our application to amend the final plat for The Gateway project located on Shelburne Road. if yrnl hawr any gnrstinrls, nlrasr roll Sincerely, Paui I',)911PIr1t 64jhelk11Y(i,(f(r( I ANDREW AVF, R11.11TF i FSSFX .I('T., vT A5452 NIONE 002-87r1-9990 FAX 8024"04W CIVIL(4)TGGETHF1R.NF'r ELECTRIC STOVE Kenmore, exc. cond. 10 yrs old. White. 802-247-6114 ELECTRIC TYPE- WRITERS IBM and Royal. Also Wooden Play-Pen.863-2615 Placing a Free Press Classified ad is easy. We'll help you word your ad to get the results you want Charge it with your VISA or Mastercard. ENCYCLOPEDIA SET ,omplete Encyclopedia 3ritannica set. Please call 802-759-2081. CHICKENS [51 laying lens & [41 young roost- ars. Several OEG ban- -ams. C all 802-372-4486 after 6 pm. -UEL OIL TANK _mpty, in good condition. Deeds to be brought up ,hort stairwayy from base- nent.802-862-6632. W .A$ GRILL Works, eeds some work. Call 93-4478 ;ONDA ACCORD 988 parts car. Take it ,vay. Call 802-888-9160. ITTEN male tiger. All lots, except rabies. Incl. od, toys and box. Call ;2-859-9557. ITTENS Litter trained lonely for families to .e them. Help!! Call 8-585-7271. VING ROOM SET wch and over -sized air. Call 802-879-2837. AGAZINES National ographic: 1968 to 98. Sports Illustrated, PN and Sports Illus- ,ed for Kids. 644-5515 :TTRESS Boxspring ted frame. 244-1886 VING BOXES with ppings. Call 879-7523 NO Upright piano to d home. You take it y. Will need to be d. Call 802-985-2583. 4GE HOOD Silver blower and light. 864-0904. RIEVER MIX to I home. 8 mos old. jet black, name is ,ous, very energetic, i with kids, needs of room to run, all 1. Call 802-859-1517. 6383 between 7-10pm. LOST BRACELET thin chain w. peridot [green] stones. In Burlington. Very sentimental. Re- ward. Call 802-864-4495 LOST CAT Nip long hair, light gray & white male neutered cat. Has 4 white paws & bushy tail. Missing since 10/25,01 in Dorset SVGolf Course area in So. Burlington. If seen him please Call 658- 1793 anytime. LOST CAT small fe- male, black & white, black spot on nose. Lost collar day before. Miss- ing since 11/7. Call 802- 863.5790. LOST CELL PHONE on Church St . Fri., 11/9. Black, Motorola w/ black leather case. Reward. 802-872-9650iHarold. LOST ENGAGEMENT RING 10/26i01 in Bur- lington. Single diamond, artist's last name en- graved inside platinum band. PLEASE RETURN for reward and good karma. 802-862-0404. LOST SIAMESE CAT Female, Sealpoiht, lost on College St. in Burling- ton. Answers to "Mia'. Call 802-860-6074 or 802-864-7655. LOST Small wooden step ladder and tools Oc- tober 30 on Spear St, Swift St. or Shelburne Rd.802-863-5397. LOST A PET? Please contact The Franklin County Humane Society 524-9650 BURLINGTON TAG SALE! Lots of great stuff, furniture, etc. No earl birds. 8-12, Sat. 11/17. 139 Shelburne Rd. COLCHESTER Christ- mas shop now! Quality kids' toys & books, baby stuff too. Household items, weight machine, garage furnace & much more. 2 families. Sat. 11/ 17-Sun.11/18, 9am-2pm. 144 Aurielle Dr. SO. BURLINGTON Indoors! Retro furn- ishings. lamps, kitchen wares & more! Fri 8-2 Sat 8-11 725 Hinesburg Rd. MOVING SALE Furni- ture, mist. household items, winter clothing, plus much more! 11/16- 11/17 8 a.m. to 1 p.m. In- side 1-7 Grandview Condo in So. Burlington. FREE WOODEN SKIDS Contact Bob Petters at thc: Purlington Xree Pao A Lr>CA1- C11>I-(IM S02-660-1 SOI ages To attend. 5 PEOPLE NEEDED Nov 17, 18, 19. We are taking applica- 00 ions for lull; part-time Fucii HEARING employment. We provide SOUTH BURLINGTON training. Earnings oppor- DEVELOPMENT tunity of $500-$750 per REVIEW BOARD week to start. If you're ready to start work imme- The South Burlington De- diately, Call 802-658- veiopment Review Board 2082 between the hours will hold a public hearing of 10am-6pm on Monday at the South Burlington 11,19/01. City Hall Conference Make your ad BOLD! Room, 575 Dorset Street, South Burlington, Ver- mont on Tuesday, De- cember 4, 2001, at 7:30 p.m. to consider the fol- lowing: 1. Final plat application #SD-01-66 of Acadia Re- alty Trust to amend a previously approved planned unit develop- ment consisting of a 100,470 sq. ft. shopping center in two [21 build- ings. The amendment consists of reducing the size of one [11 of the buildings by 2,500 sq. ft. for a total of 97,970 sq. ft. in two [2j buildings, 516 Shelburne goad. 2. Application #VR-01- 02 of Wesco, Inc. seeking a variance from Section 25.00. Area, Density and Dimensional Require- ments, of the South Bur- lington Zoning Regula- tions. Request is for permission for a 22' x 70' convenience store build- ing to: 11 project 21 feet into the 30 foot rear yard setback requirement, and 21 exceed the overall lot coverage maximum of 70% by 4.5% for a total lot coverage of 74.5%, 1041 Shelburne Road. 3. Application #CU-01- 46 of Wesco, Inc. seeking conditional use approval under Section 26.05, Conditioning Uses, of the South Burlington Zoning Regulations. Request is for permission to expand a convenience store with gas sales to 1540 sq. ft., 1041 Shelburne Road. 4. Application #CU-01- 47 of Great Northern Construction. Inc. seek- ing conditional use ap- proval under Section 26,05, Conditional Uses, and Section 3.506[c] of I he South Burlington Zoning Regulations. Re- quest is for permission to construct a 12' x 16' ad- dition to a single family dwelling, 58 Bartlett Bay Road. 5. Final plat application #SD-01-63 of Ronald La - Bounty to amend a planned residential devel- opment consisting of eight [8] units in four (4] buildings. The amend- ment consists of the re- moval of: 11 two (2) ac- cessory structures, and 21 the elimination of the dumpster storage area, 1366 & 1386 Williston Road. Copies of the applica- tions are available for public inspection at the South Burlington City Hall. John Dinklage Chairman Convert clutter to cash with a Free Press Classified ad. CaII 6S6.3321. 1^1 YV TO RESPOND TO A F R E E PRESS BOX NUMBER Send to: Burlington Free Press P.O. Box 10 Burlington, VT 05402 Att: Free Press Box AGRICULTURAL LABORATRY/FIELD TECHNICIAN Northeast Federal Milk Market Administrator [USDA] seeking dairy lab/field tech. Visit dairy farms, processors, haul- ers to obtain milk sam- ples. Test milk [chemical and IR analyzer methods] and prepare milk sam- ples for industry labs. As- sist in daily lab office functions. Drive single - axle truck and operate calibration equipment to check farm tanks. One area position open: White River Junction, Vermont. Effective communication and computer skills, lab skills, dairy background, Assoc. degree in ag re- lated field. Must be U.S. citizen. Minimum Salary $21,372 [based on expJ- Full benefits. Submit re- sume by Nov. 29, 2001. Federal Milk Market Ad- ministrator's Laboratory Attn: Mr. Gary Hodgdon 226 Holiday Dr., Suite 4 White River Junction, VT 05001-1519 Fax:802-296-3658 ASSOCIATE TEACHER For Infant program in NAEYC accredited cen- ter. Minimum require- ments of relevant associ- ate's degree or a CDA and experience working with young children. Full- time position begins in January: competitive sal- ary and benefits pack- a9ge. Send cover letter by 12/1 to Anne Powell, YMCA, 266 College St., Burlington, VT 05401. AUTOMOTIVE Our Professional Detail Shop and Service Departments are looking for individuals with a background in detail work or dealer lot support. We need self- starters that are quality work oriented. If you feel you can make the grade with us call B.J. Bedard or Jim Cross 802-658-1130 Lewis Motors 1325 Shelburne Road S Burlington Vermont www.lewisautos.com Sr. T� Manages tell ation to ensure e....,,ency. Must have a minimum of one year's experience as a Teller. NEFCU offers 100% em- ployer paid medical, den- tal and life insurance for full time staff, 401k, vaca- tion and 12 paid holidays, gain share, tuition reim- bursement and an on site exercise facility. Please e-mail resume to HR@nefcu.com or send to NEFCU, PO Box 527, Attn: HR, Williston, VT 05495-5027. EOE. BARTEND BARTENDING SCHOOL of NEW ENGLAND Certification/Training Job Assistance 1-888-4DRINKS www.bartendingschool.com 108 Church Street, Burlington BUILDER- Chittenden County's leading new home builder is seeking an individual to help manage all aspects of new home construc- tion. The successful can- didate must be person- able and be able to manage subcontractors, suppliers and work closely with home own- ers through all phases of construction. Some com- puter skills will be helpful. Great benefits. Please send your resume to: The Snyder Companies Mark Lords 15 Brickyard Road Essex Jct, VT 05452 Make extra cash buy selling your stuff. Call Free Press Classifieds 658.33211 MAINTENANCE Grow- ing property manage- ment company seeks FT maintenance for residen- tial apt. properties. Skills required: plumbing, paint- ing, & general carpentry. Driver's license required. Send resume: Attn J. Hunt, Coburn & Feeley, PO Box 923, Burlington, VT 05402 or stop in for an application at 125 Col- lege St. CAMP JOHNSON EXCHANGE Now Hiring Store Associates and Sr. Store Associates Please call 002.655-3030 CARE GIVER Live -In @ The Pines Senior Com- munity on Dorset St. Car a plus. Prepare meals, accompany on short trips, for elderly woman who uses walker. Must be 55 years or older. Call or leave messagge: 802- 862-0921 or 863-2707. CAREGIVER Male quad. Housekeeping, etc. Da yys or nights. 802-865- 4153 or 862-1104. CARPENTERS, METAL FRAMERS, DRYWALL HANGERS, FINISHERS: Top wages & Benefits for qualified tradespersons. Local work. East Shore Dry- wall, Inc. 802-860-5040 for Interview. EOE. •ASST MANAGER Simon's Plaza, Williston Gracie's, Williston Rd. For all positions, apply at Handy's Texaco, 75 So, Winooski, Burlington CASHIER We are look- ing `or someone to help greet, service and cash out our customers. Please apply in person at Jiffy Lube, 1525 Shel- bume Rd, So Burlington. CHAMPLAIN FARMS Hiring for all positions and shifts in the Burling- ton/St. Albans/Colches- ter areas. These are not seasonal or temporary positionsl We offer com- petitive wages, health & dental insurance. 401k and flexible schedules. Must be highly motivated and friendly. Please call 1-800-999-3726 ext. 351 or stop by any Champlain Farms store. CHILD & FAMILY THERAPIST VT Lic./Cert. to join multidisciplinary health practice in Hardwick, Vermont. Send letter of interest and resume to Wellspring, P.O. Box 147, Hardwick, VT 05843 CHILDCARE Do you love working with children? Seeking FT preschool teaching assist & PT teacher for all ages. Exper required for our fully licensed child care facility. Call; 802-878-9465. Need to sell your car? Give us a call at 658- 33211. CLERICAL/CLIENT WORK Entry level posi- tion for person w/ excel- lent office skills, 40 wpm, ability to juggle multiple tasks & environments. Eve. req. Knowledge of Justice & area non -profits helpful. Send letter & re- sume to:Director, PO Box 1526. Burlington, VT 05402, By 12/5/01. a,y cu dllu„ Ur re- lated field plus two years of experience in youth service program manage- ment, or a combination of education and experi- ence from which compa- rable skills and knowl- edge are acquired. Responsibilities shall in- clude development and delivery of the after - school program, daily communication with par- ents and school faculty, supervision of staff, pro- gram purchasing, record keeping, childcare train- ing, preparing weekly schedules and managing budget. All applicants must have ability to ob- tain Red Cross CPR and First -Aid certification. Pays $13.00 per hour, approximately 38 hours/ week. Deadline: November 27. 2001. ASSISTANT[S] - The s u c - cessful candidate must be age 18 or older and have experience working with youth. Responsibil- ities shall include day-to- day set up, communicat- ing daily with parents, as- suring safety of students, facilitating program activ- ities, supervising daily ac- tivity of students, and participating in childcare training. All applicants must have ability to ob- tain Red Cross CPR and First -Aid certification. Po- sition available 38 hours per week [may be split into two positions at 18- 20 hours/week each]. Pays $8,00 per hour. Deadline: December 3, 2001. For additional infor- mation, please call 802-878-1375. For consideration, please send letter and resume to the Program Supervisor, Essex Junction Recreation and Parks, 75 Maple Street, Essex Jct., VT 05452. EOE. Mount"ins of EOF. Justin Thoelke - Snowmaking Supervisor Smuggs Foully Member for 1.5 years! App Check us out online at www.sm! Employment Opportunities & Joh E n Civil Engineer. O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDREW AVENUE, SUITE 5 ESSEX JCT. VT PHONE: 878-9990 FAX: 878-9959 rr .4. ROTJT R 7 The Gateway SHELBURNE ROAD Owner. Acadia Realty Trust 803 Third Avenue, 9th Floor New York, NY 10022-7513 Plannpr R 1 andscane Architect_ /K' Planning&design �ion,�e�mwt 654U1 SE GROUP _xgrp mm Architect. W w..t— Ardn � 05462 p. OM793%3 1.8MV22764 OCT 15 of SO. Burlington SHT. # PLAN DESC K IPT ION 1 LANDSCAPE PLAN 2 51 TE PLAN 3 LIGHTING PLAN 4 LANDSCAPE DETAILS 5 GROSS SECTIONS 6 EX 15T I NG C OND I T I ON5 PLAN 7 DEMOLITION PLAN 8 PAVEMENT PLAN G1 STORM + SANITARY SEWER DETAILS + SPEGIFIGATIONS 10 KOAD5 + PARKING TYPIGALS AND DETAILS 11 WATER DETAILS + 5PEGIFIGATI0NS A4.1 ELEVATION STUDY - oThdFl A' Supermarket A4.2 ELEVATION STUDY - EXISTING 5TKUCTUKE A4.3 ELEVATION STUDY A4.4 ELEVATION STUDY 9`1064 -TI EJ ILL t 10 k 7 rum" I / I moo-4 9-�RPRNFFNP—ZLZ, A A A NOTE: CONNE 8, SCREHN FENCE SC ER ALONG fHF To OAD LANDSCAPt. BERM WILI, BF ACCORDING r( SPECIMCATIONS SCREENI'N�G SOUND WALL OUMNED DIN' F'ARRK.L STRrFT PUD F434A BI THEn 8 N. SCREENING boaurF wadmi .............. . "I Y. A ......... m 4E� — REETPRINT F CRMSW)TK AVING &AIIV�AL -Law b ENCE 1 —1 EXISTING MAPLE TREE TO REMAIN wad wazz GATEWAY PLANT LIST KEY LIOTAbULCALRAW COMMONNAME / SIZE REMARKS JRM AF Acer x freemannAuumm Blau' Autumn Blue Maple 30 21/2-3"CRI B & Branching ng (Min.) `E FP Fraxins p—sylvanical'abume Grace Ash 17 21/2.3.Cl� B&&—M B&B, Ht. (Min.) FS F—i—pannaylvenc.'Summit' Gruen AA 39 21/2-3"Cal. B&B, 6Brenebing Ht. (Mim) PC Pyrua calleryanat "Cbmaidear" Celery Pe. 35 21/2-3"Cal. B&B, 6'Branching Ht, (Min.) SHRUBS FA Eu,my— watea vcauptua, Compact Immg Bush 248 24-30" B&B Heavy, Plant30'.... si Spirma japonim 'Little Princess Japanese Spim 294 19-24" C.G.,iudIP1-124-- TC T— —judam d—fomm; Spreading Y— 189 24-30- B&B, Full, Plaw 30- EASTERN BERM PLANTINGS (IN COOPERATION WITH ODELL PARKWAY PUD) KEY BOTANICAL NAME 99WO—NNAME QTY.,Sig REMARKS]RUS. AL Arnal—bw camad—i. 9—i.b—y 5 5' clump B&B AS A— sacchasum'Greau MUe Grace Mt Sg- Maple 12 21/2-3-Cal. B&B BN B-1—igru'Heritage , Hetioge Ili— Bich 7 8-10, SwIlic swea B&B FE Fminus amarics—Empire Whim Ash 14 21/213"C.L B&B PG Pic. Ill— Whim Sp—, 28 6.3. Collected PS Pi....tbus White Pi. 69 6-8' Culloctad BIKE RACK BENCH EXTENDED CANOPY- 1Vf-,KH) WALK CONCRETE SIDEWALK LANDSCAPE DETAIL SCALE: 111=201 p, LANDSCAPE DETAIL SCALE: 111=10' GRAPHIC SCALE plaamig & design IN nu I i—h - 40 ff. P_ (M) SE GROUP `�—a- 3.- .1. Wa.000 Ll a, k, 0 THE GATEWAY 07 25 �w MK. D02is O'LEARY-13URKE MKW ROUTE 7 SOUTH BURLINGTON, VT CIVIL ASSOCIATES, PLC -<7 LANDSCAPE PLAN uuEm 5 ANOWr.W AVINUE. SLUTE 5 ESSEXC, VT 1'-40' PHONE. 678 "90 FAX. 878-9989 I I TOTAL PARCEL 424,554 sq.tt. 9.74 acres NORTH OF NOTE PLAIN THE GATEWAY \ -� PROPERTY IReYnWATE I LINE A PROPOSEISDS DT AND GATE , PNewKI5 ENTER- VANE PLAN ENTITLED EI..E:TKIC.�-+\, 1 ODE L PARK- ANHCLF^ CONVEYED TO AREA CONVEYED FROM AREA A REALTT 0.053 AC MAGNSrX AREA C, ACADIAL REALTY NEW E NEW ENTERPRISES -0.143 AC AKEA C NE E NEENTERPRISES ACAPIp REALTY 0.143 AC PET O AL INSTALL SILT F6NCE 1 I RELOCATE HYDRANT RIOR TO DEGINNIM& 1 RfM 20695 GATE VALVE OF CONSTRUCTION 1 0 PVG tl 203.01' REVISED PROPERTY '\� 1! 12' PVC 204 9h LINE l� 10;; GNAF' V 203.16 A A A M f•20.37 FORMER PROPERTY •2t7'IN LEGEND EXISTING PARCEL INFORMATION DOLddPAKY LINE - - STANDARD PARKING SPACES 579 ZONING DOUNDARY -------'--- ----- HANDICAP SPACES II EXISTING SEWER PIPE TOTAL PARKING SPACES 5-0 PARKING SPACES/KI00 S.F. GL.A. RATIO 452 EXISTING STORM FIRE ""--------- &KEEN AREA COVERAGE 30.373 5F 7.2 X EX. GA5 LINE, VALVE, METER E ++ --0- - DUILDIN& AREA COVERAGE 130,441 5F 30.7 X EXISTING WATER LINE-W------------ PAVED OR CONCRETE COVERAGE 263,740 5F 62_I XX PARCEL AREA 424.554 5F K)OO % OVERHEAD WIRE EASEMENT PRONT TARO COVERAGE (30X MAX,1 80.5X WARDRA IL.J.��...._.a.a�.�_b...J�._..-a-�...._�._._... PROPOSED PARCEL INFORMATION CHAIN LINKED PENCE z -----x--x---x-----x----- STANDARD PARKING 5PACE5 467 IRON PIPE FOUND IIPF) O HANDICAP SPACES 19 KEDAR FOUND IRDF) TOTAL PARKING SPACES 495 PARKING 5PACE5/6L.A. RATIO 4.95 CONCRETE MONUMENT FOUND XMFI ■ UTILITY POLE WITH GUY WIKE • •.L, GREEN AREA (AVERAGE 57,894 5F U.6 X DUILDING AREA COVERAGE 97,170 SF 231 X LIGHT Q PAV@D OR CONCRETE COVERAGE 266.690 5F 153_3 XX PARCEL AREA 424.554 SF 100.0 X HANDICAP PARKING SPACE CTl ELECTRIC TRANSFORMER FRONT YARD COVERAGE FARRELL STREET 1301 MAXI 75.0 1 FRONT YARD COVERAGE SHELOURNE ROAD 430% MAXI 36.0 X MONITOR WELL a - - - - - •- ---- ----- - / \ - I. l.� h FINISH SPOT GRADE 2@.7 , **- \ y6. E%15'TING GRADE CONTOUR - - ------ ?II---- }}'ti' 11 FINISH GRADE CONTOUR NEW VO'Te""IL5 MODEL 5000 STOKMWATER TREATMENT SYSTEMSILT FENCE '. _. I •ViFFY NVENTTrTOK OF EXISTING F5' GG Y \ -a 1`OTTYE OF TDURLINC>TON AND OTHE THEUNOEKDKAIN WITH CLEAN -OUT o-------------_. 09 - /I DESIGN FLOW WA 7b3�LF5 ySERVICES R ELECTRICAL VAU-T K30.5) W/2-4' PVL CONDUITS _E E-- 11 A� CITY OF 50VTH DURLINGTON SHALL / I T 1QW IIDEEOR TWTSIDE CTNE DUILOING. h � 2KN 03 I O } OVTALONG 189 R ��.73 EXISTING BURIED ELECTRICAL LONWIT '- -- -F-- ---- - GRAY LAREA I' _w NEW 0 DI NEW WATERLINE a GATEVALVE 12' PE --IT-- NEW STORM LINE WITH LATCH DAS IN I V qq J P CONTRACTOR SHALL _ iYP. 1'F1RE - --NIST.ALL 2-4 SLH80 NEW GAS LINE -� TO NEW SEWER LINE - (9-�' I - . i. ` C 'A" �m REPLACE OVERHEAD POWER ERIST1Nv THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM RELOCnrE EXISTING �, ANSFORMER VERMONT NAVD 86 GMI-31 ON SHOT N5460 SHOWN AT LEFT WATERLINE ANO ELEV =213.73' E REMOVE OLD I h Q k7l+ I IN t" 1 - 14 D I "TI-i � ETA EN YA/f , , , 1 ! HYDICANT TO REMAIN I, ntttuY;iW �� JAUPOSEJ.)SC fPIRMRRKE'f]� :-,. 7 r �f PF,Au saA« o Lr NEW sLryS RIM•21380 II"�m 6' I 1 A. 17A 5'l' fl L �ISIIO J I I x - v �~ _ -I--. �, � !1 gg w ya ff �;, J'� •'- +,�-"�,•�'b4 r +v'•� i� I 'I !: O Zr1 - I I \ - ,� D" 5 R35 1 RE5TRIPE FARKING I' •iiA i STALLS. TYP. n I .-. -- ` INFM rI R35 .fJLLT12"l J "+I.'' AI 1nNll'E dfp3c6 SI _- .. n- -Jj \ S -- IO'X2OW LONUNETE x l0 6` SDR J5 PVL 5-0.004 L 300 N' f_ .o TYPICAL Y CURD E `IPVC _ -' PAD FOR DUMP5TER WITH 6' TALL .�. MOTHS TYP. PARKIN& .. :UT •207.37' 2 ARK ARK ALES 8' SOR 35 S-0.0p4 L•201' GAS METER. 'r'rP-- .,_,A I STOCKADE FENCE CONTRACTOR SHAL AEW 4' CONCRETE NEW STORM DRAINAGE STRUCTUtE5 nw]n K an•e4o' R u]p4A D' K 1w]0430 4' K W ]OEA PE W OUT•]OES D- K OUT•]D4.50' XDN CD] �IwPIE R wPIE D K 4 1. K � 1N]F]oao c69 piw]0't50' 1 RIw]11 �' C 2 i3- PIP D' K OVE•J]T05' E' K IWYY300' - IA OVT•]045 4' N]F]OEA' GD4 CDa o: NE 0' D' NE Es]pe.AO E` le 0 PE Iw]06A0' D' PE OVi•µ E.40' 4' PC W I ]al.O' O' K WT•]5OA0' 4 PC W WOU!•]0®Y D�K MM `wKq M a �•D' E K ]D5•D' � xza' D' K ]OSq' R 91LT !- ROOF GRAN INOO1q' D• K WXISD' �_ - _ EXISTING DOORS TO PARKING LOi L M WAY BY CIVIL \may ENGINEERING.., RETE .7prp3Ee HANCI '.AP nssoclAT@s. ELeLrP1 1 \ - I I 's,Izxc - sOEw N?MFR - N GRAPHIC SCALE BOXF - ......__ •:RAFOP� �. _ L. 13 lFAN f)PMFN {, 6J' N/F >• II ' ! O M p CILEFNOUT 15EPREG S p a a E a SE DEN FRANKLIN GMI 31 I 5 78 taxe3 �M - M I �I 1 - _ __ _ _ S ..PPS - - - _. _'; _ 4- PE VD T Y I NDKS, 1 In06 - 40 ft V•2D 73' , - - L' SMH I I ? G 1 PE N2' K' I f } f ti "� L E%1>TING 51TC nip TION WAS ODTAINED PROM A GROLNO SULKY CQIPLCTCD DY OLEARY-DURKE f. M ]138}' _ �� P + +u y i i'•m„ ( �1 GIV1L n5>OGI-1 N-TWECN G/IT11 A- 45/T. _ _ 'P�LI C IT "03^Y iYP I`A1--. - t CART LOR AL. TYP. I Al yhµ� ,"•" I r I ^ &kik',f 1 i r 2 CXI>TING I,NDCRGROUND UTILITY LOCATION! WLRE PCRIVED PROM THE DCST AVAILAD4C IM*ORIAAT ION I lID I.,, i 1 A OVERIIAN(A PHY>I AL P 1 - VCY L - VALVES ORA Ts T KRTI Y y� ADOK GROUND UTILITIES AND A PLMI EMITI.Ep FACTORY AUTLET CENTER NSITUTILIC PLAN NT NEW 8" SORJS IN 20. 59 \ �_ 1 I I- ' .. -i - - -'L PF Sp -_"_ _ _ { '' ✓ d 'k\'* ixdj 4 u�F N C _ PER PIED, ALTCRNATC tJ DY PITAATRICK LLCNILYN DATED MAILGH PD9. P ME X213 M 1 _ - EAHCJI/T L o _-' E% `MH CB4 I'- .A rP Vt uvk { '`� f� L GI N .F I lU 1' 1 THE VERTICAL DATLw ON >HIS MN WA> ESTADLIMEO ON VTJnIddT NAVD !E VSING woNwEwr \ I� O '2D8S 1252 EGMI-31 LOCATED ON THE SIC- SLAND IN PROM OF DEN f�MRLIN 0 G 'N •)05:X �'� I 4 CLE N-- 4 L IN .20932 I Wa } 3pp p' A'` 1 D IN 20 . II 0V -2091() 4 I THE CONTRAGTpt SMALL R¢MOVE AM C%CE» CR IVORT ANY RCOUIR[O MATERIAL> Al MECED. 1 " l F Y<' N I P (.1 v\ IT •20907 _ - Y mCq� 1 C� If /n.,\\\-'(�I / ! p F'LV A COl1NTED \ �rl I S. THE CONTRACTOR !I'1N.1. RCAIOYC ALL iK C%I>TING PNU(WG LOT LIGHTS ND DASES. _., /9�5k 118 213.25 A .COl1NTE ' L TXPA'RI i13 ~ it S�q y III '� e. THE GIXI R M* MY, WITH TI THE E, THE NEW »ION RCCYGS THE CX19rING nSPHN-r A}O/OR t I f • I' ; _• I - •� --I % 2 tWELL.IY'J P A /UI 1 %,rv.NL� IIII 7, THE FOR RCUIE IN CONSTRUCTINn t. NCW PARKING ARRAS. M * SS 71J. 7 TN, PAVEMENT T SMALL I AL TOP OARS. IN STALL SMIO H I CMC CONTRA( OR NCLIXX 5 D RNG LILAC NG AND CA ii -. D KING STN-L5. CROlSWAIRS. -FIR( LAN(' AND TDLPnRKING` MARKIN65. AND PAIMPl ARROW! IN iFIE P I 0.0 / s 91. 1 RELOCATE VALVE L�LRD TTYYR. / - L. 1N•2Ob,7: NTS TO G -MYDRANr_ xn. L _ ._K r l 9L _ao674 ® pE - K +GATE VALVE /y. �_- 013G Id206'4 , \ ._. Ps�MA1N_. -�.y . _. - BtX.'ITf+'ApiN®ME <: +'.'CIfN A*"'4 AmK Al __ _ _ \ mamox I I I I I CI1RDw� //I. AWCN,>EC TD'.. /fir: p10 ii1A&Aesi@n ttM1fDK x. IAPIOIGA�� I O r'I � 1 I p 802B %SW ever N722764 marA 05052 "' S8 ' 1te r 16 �XC MALAISE oul lHal I , peozen�a L90t8721764 5EGROUP ,�W,,:�1�5 NEW -- - - - --I - --- a YIA9nIR! r>x &uowi m.r�R wEwla I .nwnaN nrnl spoo sr ro zaoo a >s au <cAdn 1 NaxE AEM9ENE ns PER m Gneor o euNMcieN ND AVP Eornf. 4 _ _ / [ 0PER nv i KM UrtVO �/ / i -�• io "� al./.� --- - -_ I 1 / ., s - .p' - �nvEl a EUR �L ���.PUKING- 5T L T/24/01 M. T maxw As- - A IwL MEEIrr PARwNu AT p \ I I / K _ /3/0 MCEIPY EUUOWC LEWn0115 APE- - RL 3 STALLS ETYP..'IN+ rTYr. 9kb' 11 - / C -:__. ! 1 F C PARKING STALL 4/�E/ol swTN Ixm1AlOTaI ca4RM WED 1 W 1 _ ._ _ ILL, ! .. ._(._ _ .. _ _ ._. _ _. } _ '_ -. - - _ _ _ I - ` n 1 -_ 7 / /,5/0, RE s As PEA aTr a EEMTN DmuxcTav ca�M- xRL l I 9 E/]4/EO RENGWE AS PEP SWM R4RIN6ttA1 wAlEfl pfPARnxNt N.9. % r� A 9 III v I `I/ I I I `{ / 1 'Y" % 1 Dal t/1D/00 RENSMN REN910XS AE PCR A<AO A'S COMNENIS Nr RIM1 y - 5 - �I - - >'' ,`iT/{II��AAA, wRlEr o aXm ovAwxc O PRE. A, oTrz - - _ . A o wx a uP, G10/21/99 ATEWAY 6_ .. ZZTS_L SS _ ' o LP'4 i PJ0 RL 99 4 -- .-_ - - - -- -- - - Ne _ T-1�-R-rr-r-rT •�, ONT.FAR ...-�.=�Dn T .._.._-. - -._ �- ° _ :_ - -� 30] ��- NRL 1-Dv� ROVTE 7 SOUTH 6URLIN6TON VT 99asr52c AM O .a Dv N RDIM an ame DD EaD w e ReAEPW good, The c "- � rESITE PLAN w ee KIM TO MATCH &RADE CIVIL ASSOCIATES, PLC N 11 arra■DuthBUNlnOta ,V mant th F STING MALL 189 SIGNS [.pNNE(,T NEW I " PE T E%ISi1fJfir=i1 * _ CATGHDASIN IMRN S•O.OR .__ - I ���•/' "Po+yrtM° \�� PJO CONST dHIO 1Ns r.nukemRnt. a RRa conoEbns a sMe .-` I _- - - .. _ - _- -- r "°'"�" II•f/a 5 ANDREW AVENUE, SUITE 5 �+} 7�� Pu P/� MOMEan. 9lpfwa this-MV of _.M THE CONTRACTOR SHAD. NOTFY "DIGSAFE" AT ...- .. _.___ _-. __-._.-. ._ _-,-__. ._._) '^ _ NNEppW�NECCGO6., KIM TO'METCH EL II INGAA 11111 >,, ESSEX JCT, VT FOR 1101`I G.. 1-888-01C-SAFE PRICR TO ANY EXCAVATION. CATCHDAS IN WIN S•O.OII E"=40' PHONE 818-9990 awIlDEnaaERL U.S. ROUTE 7 SHELBURNE ROAD FAX: 878-9989 FIXTURE AND POLE SPECIFICATIONS Fixture Aand A' — Manufacturer: Garden Fixture: CA - 17" (EPA 1.2) Configuration: 2 Optics: 4X Lamp: 25OMH Cola,: BLA Options: — Pote: RA4-20H Base Type: All Pule Color. BLA +- Poles are mounted on raised footings. Connector will _need to order 20' poles and have them cut down to 181. F bM,e H and B• ---_ -- — SManufacturer: GeMco Fixture: CA - 17" (EPA 0.7) Configuration: I Optics: 4X lamp: 25OMH Color, BLA Options: Pole: RA4-20H Base Type: AF Pole Cob,: BLA • - Poles are mounted on raised footings. Contractor will need m order 20'1oles and have them cut do —to 18'. Fixture C+ • Menufsc""'. Gard.. 4 F..: CA - 17" (EPA 0.7) Configuration: 1 Optics: 4X w/ House Side Shield Lamp: 250MH Color: BLA Options: -- Pole: RA4.20H Hase Type: AF Pole Color: BLA + - Poles are mounted on raised footings. Connector will need m order 20' poles and hair tbem cut down to l8'. Fixture D Manufacturer: Whilben Future: 102 Optics: WT Larnp: I OOMH Color. IT Mounting Height: 15'-0" MANUFACTURERS 190 CONTOUR KEY Lighting �Garden 2661 Alvarado Street Sun Leandro, CA 94577 (310)357-6900 (310) 357-3088 fax .. - 0.50 Footcandle I.00 Footenndlc Meftilben - ?. - Light Fbtuue 2661 AI amdo Street. Sao laundro CA 94577 I; (310) 357 6%0 (510) 337 3088 fat, J DELIVERY, STORAGE, AND HANDLING OF POLES A. Package aluminum polar for shipping according ro ASTM B 660. B. Store poles on decay-nmislant treated skids at least 12 inches (300 ram) above grade and vegetation. Support poles to prevent distortion and arrange to provide free air circulation. C. Retain f tnry-applied pole wrapping our metal poles until just before pule installation. For Poles with nonmetallic fr shm, handle with web fabric straps. INSTALLATION A. Concrete Foundations: Cnnalnmt according to Division 3 Section "Cast -in -Place Concrete" I. Comply with details for mint emeat and for anchor bolts, nod, and washes. Verify anchor -bolt templates by cotnpari ig with actual pole bases fumiahed, 2. Finish for Pans Ezposat to View: Trowel and rob smooth. Comply with Division 3 Section "Casein -Place Concrete" for ozposcd finish. H. Install pules as follows: I. Use web fabric slings (not chain or cable) to ruisa and act poles. 2. Mount pole to foundation with leveling outs, and tighten top cud to torque level rocoromvded by pole munufacturer. 3. Secure poles level, plumb, imd square. 4. Grout void between pole hale and foundation. Use non4irinktag or nrpanding concrete grout firmly pecked to entire void space. 5. Use a short piece of 1/2 hash (13 ram) diameter pipe to make a drain hole through grout. Arrange to dram condensation from interior of pole. C. Lut uu- Ataclunent Fasten to indicated structural supports. CLEANING AND ADJUSTING A. Clean units after installadon. Use methods and materials reco ern —led by msnufacu rer. P7,No ( ,t D SCALE se as ��wIn6 }� �) ft NOTE. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED SOX COMPACTION WIRE TIES W/ HOSE LOOPS, SEE SPECS FASTEN WERE BELOW POINT OP MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK 2 1/2" HARDWOOD STAKES. ALIGN — STAKES PARALLEL W/ROAD/WALKS OR PARALLEL W/DIRECTION OF PREVAILING WIND RE: DETAIL X/LX.X ALL STAKES TO BE CONSISTENT. COORSINATE W/LANDSCAPE ARCH. TEMPORARY WATERING BASIN W/EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE -- -EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE F TREE PLANTING SCALE: 1/411 = 11_011 SPACING "0' ROW "A" NUMBER OF PLANTS/SQ. FT. S' O.C. 61.6611 0.04 4' O.G. 41.62" 0.07 56" O.C. 51.20" 0.12 50" O.C. 26.00" 0.18 24" O.C. 20.76" 0.28 NOTE. QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE. G SHRUB PLANTING SCALE: 1/211 = 1'-011 AS REGO TOP OF ROOTBALL TO Be PLACED AT SAME LEVEL THAT IT WAS GROWN 1N IN NURSERY -SLIGHT ROOT FLARE SHOULD BE EVIDENT 2• WELL COMPOSTED BARK MULCH GUT AND REMOVE BURLAP FROM ROOTBALL PLANT MIX •3 PART 9 NATIVE SOIL •1 PART WELL COMPOSTED MANURE f FINISH GRADE FILTER FABRIC GRAVEL 4" PERPORATED PIPE WHERE APPLICABLE, PERFORATIONS LAID DOWN UNDER DRAIN. FINISH GRADE MULCH AS SPECIFIED SHRUB BALL PLANTING MIX AS SPECIFIED SU50RADE SHRUB SPACING PLANT CENTER PLANT ROW 1 1.8" x 8" POST X/ 1" CHAMFER @ TOP 2. 4" X 4" HORIZONTAL RAIL(TYP OF 3) NOTE: 5 3.1 X S" CAP RAIL POLE BASE 15 TO SE ONE CONTINUOUS POUR. THE 2' PORTION OF EXPOSED CONCRETE BASE 2 4. 1" X 4• TRIM(TOP & BOTTOM) ABOVE PAVEMENT SHALL BE HAND RUBBED 5. 1" X 4" ROUGH SAWN SLATS, SHADOWBOX STYLE SMOOTH. PRE-FABBED CONCRETE POLE BASES WILL NOT Be ACCEPTED. 6. FINISH GRADE IALL POLE BASES MUST BE POURED ON SITE) --FOCI a m_. THE CONTRACTOR WILL TAKE SPECIAL CARE � I TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL - POLE BASE WITH V GROUT 0'-4•*r,,µ 3• 3 BASEPLATE AND ANCHOR BOLTS O'-3" "/ `" O'er" LAB PER MANUFACTURERS SPECS) SECTION A 5 /'� 1" CHAMFER AT AT 46 SECTION B / T-10112• (TYP.) 1 / VARIES -VERIFY IN FIELD 4 0 WIRE ANCHOR RODS TO REINFORCING PAINT BASE WITH SAFETY YELLOW EPDXY PAINT Inn I , I CLAMP SUITABLE FOR— —� o I i DIRECT BURIAL R. CONCRETE FOOTING 3600 PSI, l 2 _ AIR ENTRAINED i I j i iB BARE GROUND WIRE—/N" I 3/414 X 70'-0" COPPER— \//// \/ \ RIGID GALVANIZED ELECTRICAL j' rj CLAD GROUNDING ROD CONDUIT SUPPLIED BY ELECTRICAL CONTRACTOR 6-66BARS WITHIN A N 6n6 1OPO WWR CAGE MAINTAIN A 3" MINIMUM CONCRETE COVERAGE ON ALL BARS SECTION A C 8' HT. SCREEN FENCING, SHADOWBOX STYLE SCALEIl2"=1'-0• F-er.:n-ya�.vy -CAP FITS ALL EQUAL OR OVER POST AS SHOWN ON PLANTING PLAN FRAME RAIL-- --FASCIA 1 1/2"X5 61W IROu14d Edg•R) 5/6"X5 6/W IRourPd Edges) -iCKETS------ 5/6M1 5/6" —7"X7" POST IBulld Up Pe w/ 7' O.C. SP!�a Coro, 9quarP BOTTOM RAIL— BOTTOM FASCIA ' 112'k6 6/V S/6"X5 S/S" )Round Top Ed . d 'Pp Edge) SECTION NOTE: •ALL MATERIAL TO BE 100% NORTHERN WHITE CEDAR •ALL MATERIAL PRE -STAINED, WHITE )THREE COATS) ELEVATION- ORNAMENTAL WOOD PENCE SCALE: 1/211=11-011 A RAISED LIGHT POLE FOOTING SCALE: 1/211=1'-0" NOTE: POLE BASE IS TO Be ONE CONTINUOUS POUR. PRE•PABBEO CONCRETE POLE BASES WILL NOT BE ACCEPTED. IALL POLE BASES MUST Be POURED ON SITE) THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL CLAMP SUITABLE DIRECT BURIAL 06 BARE GROUND 5/4"R X 10'-0" CO' CLAD GROUNDING POLE / 'POLE BASE WITH V GROUT BASEPLATE AND ANCHOR BOLTS IAS PER MANUFACTURERS SPECS) TOP OF LIGHT POLE FOOTING TO BE 2" ABOVE FINISH GRADE W/ 46CHAMFERED EDGES WIRE ANCHOR RODS TO REINFORCING 5600 PSI, II• \//\//� RIGID GALVANIZED ELECTRICAL " C ONDUIT SUPPLIED BY ELECTRICAL • \�\\//\ CONTRACTOR 6-PS BARS WITHIN A 6n6 10/10 WWP CAGE / MAINTAIN A 5" MINIMUM CONCRETE COVERAGE ON ALL BARS 24- \" y1 IF" 11" {� is )j 46' TAPER ON UNSUPPORTED EDGE )FLUSH LIGHT POLE FOOTING COURSE 1WHITE) SCALE: 1/2"QQI 1 i -'—'—RUNNING BOND PATTERN (RED) i]jROADWAY -h. n.`I{ ROADWAY PLAN !)----PATTERN IMPRINT INTO ASPHALT ITOPCOAT WITH STREETSONO) I! I '-"- 46' TAPER ON UNSUPPORTED EDGE R6ra Xe"o "uu ----"' 59 NEOPRENE TACK COAT 4 ® ,G• A 4 -ROAD SUSGRAOE )SEE CIVIL DWO5) pie � Tg"/ a tia SECTION iii.l,il_ii1-1i!I LI- ill LllrliJ E STREETPRINT CROSSWALK PAVING SCALE: 1/T4 =1 -0 RLETPR:"T %Ity of So. 6urlington 1771-1171 t I N/F � TOTAL PARCEL 9.74 acres GHIEEK5 4, E5TAUKANT 6 115'.w4ut Ca Am 201)50' 6 PVC quT A' I Sr_ I, 02 ,N); 102.6.7 J PROJECT SITE u N RED ROCKS PARK" X -IT BUROLINGTON N AYE. UMD(wwo, DRIVE LAKE —PLAIN LOCATION PLAN NTS ST kV, bx GAA55 AKIA FAKCE1 INFORMATION --- - - - - - - - P1 STANOAKD PARKING SPACES 574 HoIr 11 f TONNTAL PAPARKING5FAC, 5 590 PARKINGSPACE5/1000 SF 0.1-A RATIO *52 PAVED AREA Ex. 5w 5 &KEEN AREA COVERADe 30,373 5F 7 2 ISUILONG, AREA COVZRAISIE UO.441 5P 50.7 Z 'K V7 A VW OR -,f 62.1 1 I CONCRETE COVERAGE 263.740 SF 1 eMCI OUT -2D&67' 1 11 I - PARCEL AREA 424.554 SF 100.0 1 FRONT YARD COVERAGE 1302 MAXI - 605X FARULL 2 X T ICAL CXjW5TER TYPICAL ROOF OVERHANG, 00 RETAINING GUARDRAIL LEGEND T.J. IhIAA"XX . . . . . . j 15001VARY LINE T_G_ SEWER PIPE —S I I STORM PIPE TRANSFORMER AND PAD. TYF L11 1-11:;4 i I I &A5 LINE VALVE. METER ReTAININ4, WALL !X sw f IMC12• R TYPICAL OAS METIER WATER LINE, VALVE. HYDRANT -_ 6' ri OUT -207.3r IN •1077J' OVERHEAD WIRE c EASEMENT ELIEHC,TRIC EXISTINGEXISTING5IEN _H ICAr GUARDRAILKAIL MANOLES TRANSFORMER IRON PIPE FOUND 0 - "I 31 213, 1_.V ELECTRIC KMAK FOLIND 15OXE5 EX. 5W M RIV•Z."- T 0 TRANSFORMER RI;2136 4 4 IN -207.62' A. N 210 PVC, ;)I)T ".j% coNc.ReTe MONUMENT FOUND m k G : IN '206.74' VALVES RI SMH . IS It •2.t11 fVC, IN O 1-1 IN . GATE VALVES NOT ACCOUNTED FOR ON FITZrATPT(-7K LLEWELLYN PLAN 6 C, OUT -206.74' -(,VT. "ry,N CLEAN -OUT. GA NOT A"OUNTEP FOR ON FrrZPA-rRR:_K1\ LLIEWIE-LYN PLAN ex S - I KIN t UTILITY ROLE WITH GUY WIRE HANDICAP rAKKINC, SPACE IS_ C, OVT�m / CA IN . IN PVC - I I e I ELECTRIC TRANSFORMER NOTE C4 t EXISTING SITE INFORMATION WAS OI5­FROM A C,RCA)N0 SURVEY COMPLETED DY O)LeART,ft�!! CIVIL ASSOCIATES f�_TWEIEN &/P/" AMC> V115/1PI. 0 T 2 EXISTINIC, IT ' ' Z� I>e5T AVAILABLE INF MATION IW-LUDINC, PHY5 L A V HYDRANTS AND w Ev cc OTHER PERTINENT ADOV &K- , ET CENTER SITE 471 11 UTILITIES PLAN REVISED- "ALTERNATE 03 5Y, WITZ A CH I%q. PUT "L T9115 E) A' T' Y TAT rl�ll 1 91 �ILf� LY HI=ICAP A 61 J. Ve R A�PN 6 U51W, MONUMENT 610 .31 LCIC-ATI50 ON THE SOUTH 15LAND IN FRONT OF DEN FRANKLIN THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED ON VIA" GR9061T S a I VT L-7- 7 DY DI AS M �:CA' 0--- 0- 1.114+1 THE GATEWAY 5`9 CE)CA 99064 -B OTEARY ljp*,CE ROUTE 7 50LJTH DURLIN&TON. VT t ZT, CIVIL ASSOCIATES, PLC. EXISTING CONDITIONS PLAN U.S. Rourz 7 SHJrLWRYE ROAD 5 ANCIRIFIV AVENUE. SUM 5 ESSEX JET, VT FOR CONSTRUCTION PHONE: ,;, FAX. v -Xgilo' TOTAL PARCEL 424,554 sq.2 9.74 aces F"I" NEW 51, I V GREASE TRAP r O ti � I v er+a4Y1 MITEKII ELECTRIC DOXE5 A NI fJ TO i N/F O DEN FRANKLINLE ,GMI -31 IDENCHMARKI '. . � IXIITNii ' DllI7{p�Upll�r i I Rm10V� I 1� / it I i I NOTE, CONTRACTOR 51HALL. PLUG, AND GAP REMAINING ENDS OF ALL SEWER LOSS THAT ARE REMOVED. REMOVED ITYPJ 1\ EXISTING, ELECTRICAL QCONDUIT DE REMOVED (TYPJ O NOTE, CONTRACTOR SHALL REMOVE ALL THE EXISTING, PARKINS LOT LIGHTS AND DASES. L YA TO DE REMOVE) DTI Im1OVm Ex CIO TO be RBIOVPmD W, EX CD i0 LC RBCV® ESIE•IFS be ID V�o O eXiSTINL+ TMNI / e" WATER L\ TO ee REMOVEDa> E A3• PE LD TO DLL RENOVET?: .. _ EwOwTo0. '. _ NEW HOPPW C • < ' ISE REAgVFD I'IYP F•� w ONE a -WATER LIME TO ISE REIOVPD — � FOR CONSTRUCTION. OF NEW T YOIDSE T ITYPJ / 3 S WINK LAW ,aCa4 �Mrin a r M�NgT1c TO NOTE, UTILITY POLES SHALL DE AISANDOWD AFTER ELECTRICAL IR En RELOCATE EXISTING I WATERLINE AND REMOVE OLD IRMLR- TO PAVPfJ AREA TO_----' SEE SHEET 6 ; LIMLT-T.O.D6 — —EXSMH TO DE REMOVED ._� �- 1'.I /'d l /NU Bll11 DING 10 IIV DE.4401.L V ILD4111 Y h UTILITY POLE TO DE REMC1Vl°D �\ I , TO be ME I jt) EXIS BUILIJI ...v,/�CE RAIOVED TO i \ GA5 LINE TO DE REMOVET> tR FOR LONiOF SEWER LINE i� � s �F a�_ \ \ STORM eeU� FOR NEW SEWER LIME WATER LIME TO DE ROAOVED CONCRETE WDEWAIY. TO RE REMOVED Tyr. - •. v0 ,_) ISPOR tI tI t II II I II ! .RE60AC_ATEUHI�T�RM:f \ h a wTiT F]E.CTRICAL ,.... /,•; GOIOVIT{{rr of REMOVED ITYPI I / Lr AVCDNL r.D1-- ReA TGOONG�RETE. - ' _ RV�i -- --- ==J=— - 1diL /4� I� I •' r U.S. ROUTE 7 SHELBURNE ROAD Z�CT -- TO IT' Hp EX�SDTING IMIN S•0.011 X TO 5MM15 LEGEND DOUDARY LINE EXISTING SEWER PIPE SEWER PIPE TO DE REMOVED 5 -----. EXI5TING STORM PIPE lTORY I m TO KIM RBGVW y, EX. GAS L?W, VALVE. METER GAS LINE TO DE REMOVES ! EXISTING WATER LINE - WATER LINK TO OE REWVEDAtELOLATED W— OVERHEAD WIRE---_ -- EASEMENT GUARDRAIL CHAIN LINKED FENCE IRON PIPE POUND IIPPI O REDAK FOUND UROPI CONCRETE MONUMENT FOUND ICMFI • UTILITY POLE WITH GUY WIRE Ti LIGHT MONITOR WELL s ELECTRIC TRANSFORMER �T EXI5TING HYDRANT NEW OR RELOCATED HYDRANT v LIGHTS TO DE REMOVED Q NEW STORM LIME NEW SEWER LINE =THERTATUM ON THIS PLAN WAS ESTABLISHED FROM 88 GMI-31 ON SHOT #5460 SHOWN AT LEFT GRAPHIC SCALE ( IN FEET ) I J-h - 40 R N07E5 1. EXISTING SITE INFORMATION WAS 05TAINED FROM A GROUND SURVEY COMPLETED DY O'LEARY-MAKE CIVIL ASSOCIATES DETWEEN 6/T7/99 AND 9/IS/99. 2. EXISTING ERGROUND UTILITY' LOCATIONS WERE DERIVED FROM THE DEST AVAILADLE INFORMATION 1 ILTJING PHYSICAL PVLLING OF COVERS, SVRVEY LOCATED VALVES, HYDRANTS AMC) OTHER PERTINENT ADOVE GROUND UTILITIES AND A PLAN ENV'Z,ED FACTORY OUTLET CENTER 51TE UTILITIES PLAN REVISED- "ALTERNATE" 43 DY FITZPATRICK U- ELYN DATED MARCH 1909. 3. THE VERTICAL DATUM ON THIS PLAN WAS E5TADL15HED ON VERMONT NAVD 86 USING MONUMENT ND FRONT IN GMI-31 LOCATED ON THE SOUTH ISLAND IN ONT OF DEN FRANKL 4. THE CONTRACTOR }EMCIVE ANY EXCESS OR IMPORT ANY REQUIRED MATERIALS A$ NEEDED. 11 15T20011. 5. THE CONTRACTOR 5HALL PARKING LOT LIGHTS AND BASES. 6. THE CONTRACTOR MAY, WITH THE OWNERS PERMISSION. RECYCLE THE EXISTING ASPHALT AND/OR L ETE FOR REUSE IN CONSTRVLTING THE NEW ■/PARKING, —Al. 1-889-GIG-$A PRI Y ,D/s/OI ENISnnG BUHgnC i0 PFUAIx fPD,A }.ODU 1a 3,rop A PEN ACADIA MM1 1—— AHD SIZE I/,5/Dt NEN5Iau5 A& PER att q• sWM ®URRMCXN CgANEN3 8CA O NEcws ae4NHc O PNELINN,Nv 10 21 99 — . Mw o a.E4H�T THE GATEWAY NaA KRL T T17 V 99 4 OTLEARY-BURKE ROUTE 7 SOUTH OVRLINGTON VT Z T. CNII. ASSOCIATES, PLC p�� � E T 7 PLAN „a06 , jo 5 ANDREW AVENUE, SUITE 5 DEMOLITION rLt'11Y ESSEX PHONE V JCL, T FOR CONSTRUON 8CT. T0 CTI FAX: 878-9989 BASE BID REQUIREMENTS: L AREA I REQUIRES A DA5E GOAT OF 2 1/2' OF TYPE I AND A 1 V2" TOP GOAT OF TYPE III DITUMINOU5 PAVEMENT. 2. AREA 2 REQUIRES A PAVING GEOTEXTILE AND 1 1/4" OVERLAY OF TYPE III DITVMINOUS PAVEMENT. 3. AREAS 3 ♦ 4 WILL REQUIRE A PAVING GEOTEXTILE AND A 1 1/4' OVERLAY OF TYPE III 15ITUMINOU5 PAVEMENT. 4. AREA 5 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 5. AREA 6 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT, 6. AREA 7 REQUIRES A 1 1/2' DA5E OF TYPE 11 AND A 1 1/4" TOP OF TYPE III DITUMINOU5 PAVEMENT. 7. AREA 6 REQUIRES A 2 1/2" DA5E OF TYPE II AND A 1 1/2" TOP OF TYPE III BITUMINOUS PAVEMENT. 6. AREA 9 REQUIRES THE EXISTING ASPHALT TO DE REMOVED IN ITS ENTIRETY. 9. ALL PAVEMENT MARKIN65 SHOWN ON THE SITE PLAN SHALL DE INCLUDED IN THE RASE DID. PAVING GEOTEXTILE NOTE, THE CONTRACTOR SHALL PROVIDE AND INSTALL FADRIC IAMOCO PETROMAT 45M9 OR EQUAL) FOR INSTALLATION UNDER ASPHALT OVERLAY ON AREAS 2-6. THE FADRIC SHALL DE INSTALLED OVER AN UNCUT ASPHALT CEMENT TACKCOAT, THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS RECOMMENDATION5. ALTERNATE BID: THE SITE CONTRACTOR SHALL PROVIDE AN ALTERNATE DID FOR AREAS 3 AND 4. THE ALTERNATE DID SHALL INCLUDE RECYCLING THE EXISTING ASPHALT IN PLACE AND REGRADING AREAS 3 AND 4 TO PROVIDE FOR A 3' SIDEWALK REVEAL AFTER THE PLACEMENT OF A 2 1/2" DA5E OF TYPE I DITUMINOU5 PAVEMENT AND A 1 1/2" TOP COURSE OF TYPE III DITUMINOU5 PAVEMENT IN AREA 4 AND A 1 1/2" RASE OF TYPE II BITUMINOUS PAVEMENT AND A 1 1/4' TOP COURSE OF 15ITUMINOU5 PAVEMENT IN AREA 3. AREA 9 TFIE GATEWAY . I -- L�J PAVEMENT REMOVAL PLAN V-1001 GAR - AGGE5516LE PARK INCH NTS RESERVED PARKING b E W TO RANGED CHANNEL GROUND STEEL POST VT. SHT. E-121 HAND I CAP 516N NTS 18' RES PARN:46 H"T.'...IT.�C.AN. PS..E-121 VAN AGGE5516LE 516N NTS NOTES, 5TANDARD PAINT SHALL DE USED FOR ALL LINE5TRIPIN6 AND HANDICAP ACCESS AISLES. THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP DAR5, PARKING STALL LINESTKIPIN6. HANDICAP PARKING NOSTALLS, CROSSWALKS. "FIRE LANE' AND O PARKING MARKIN65. AND PAINTED ARROWS IN THE DA5E DID. VAN -ACCE55IDLE PARKING NTS DURABLE ARROW NOTE ARROW SHALL 6E SIZED TO MEET STATE SPECIFICATION5 PAINTED ARROW KIM TURN FLANGED CHANNEL E 'VTEEL POST TO GROUND SHT E-121 TRUGK5 MUST TURN LEFT _516N NTS STOP FLANGED CHANNEL B. STEEL POST TO 670 V SAT. E-121 )`STOP 516N NTB VT.SM.E•143 DURABLE STOP LETTERS AND STOP BAR V� NOTE STOP LETT ERS SHALL NWETOTE STATE SPECIFICATIONS 12' WHITE STOP BAR MINIMUM 4' BACK FROM CROSSWALK STOP 516N, GAR,....+ LETTERING NTS FIRE LANE �LETTER5 SHALL DE 2 FEET HIGH WITH A WIDTH OF 4' NOTE PAINT SHALL DE DURADLE PAVEMENT MARKINC75 MS f-9' 11 US. R(IU711" -, 111-.'1017RNE ROAD PAVING PLAN 1 "=60' NOTES• L EXISTING SITE INFORMATION WAS ODTAINED FROM A 6 OUD SURVEY CpRLETED DY 01SARY-d.RKE CIVIL ASSOCIATES—IIIEEN 6ln/N AND VD/T. -2.. EXISTING LNDER6ROIMD UTILITY LOCATION5 MKe DERIVED fROM THE DEST I-NFORMATION INCLIDIN& PHYSICAL f 110 OF COVERS. SURVEY LOCATED VALVES, HYDRANTS AND OTHER MT INENT ADOVE GROIAD UTILITIES AND A fLAN ENTITLED FACTORY OUTLET CENTER SIZE a UTILITIES ELAN REVIXD• 'ALTERNATE ID DY FITZFATRICK LLCWELYN DATED MARCH MD 1 THE VERTICAL DATUM CN THIS PLAN WAS ESTADLISHED ON WRAIONT HAVO 66 U51NG MONIMAENT GMI-JI LOCATED ON THE SOUTH SLAND IN FRONT - DEN IRA.IIN. 4 THE CONTRACTOR SHALL REMOVE ANY EXCESS OR IMPORT ANY REQUIRED MATERIALS AS NEEDEC,. 5, THE CONTFACTOit SHALL ALL THE 5T HG PARK— LOT 1-GM5 AND DASE5. 6 THE COOOOOOIIry�Iryyy'MMPPPEKM'i5ON. K—LE HE EXISTING ASPHALT ANP/OR CONEI�AFS'NtI M TIE NEW P RKNG AREAS. T. TK P NTS C TGt SHAL{' NU.WF ALL 5 EARS PA—. STALL LIKSTRIfIN6. HANDICAP PARK N6. STALL5. CROSSWALKS. "r— LANE AND NO PARK MAP.KIN65. AND MINTED ARROWS IN THE DASE DID. .. E ACTOR B N TI Y " GSAFE" AT IC-5 P R AVATON. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 30, 2001 Mr. Joe Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 Re: 516 Shelburne Road Dear Mr. Hogan: Enclosed is the agenda for next Tuesday's Development Review Board meeting, and my comments to the Board. Please be sure that someone is at the meeting on Tuesday, December 4, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincer`,.4y, n r Z t c Ile Raymond J. Belair Administrative Officer' ; Encl./td CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 27, 2001 Mr. & Mrs. Herman Thomas 64 Southwind Drive Burlington, Vermont 05401 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl/td CITY OF SOUTH BURL,INGTON DEPARTMENT OF PLANNING & 'ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONP 05403 (802) 846-4 ] 06 FAX (802) 846-4101 November 27, 2001 Wright & Morrissey 60 Farrell Street South Burlington, Vermont 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl/td CITY OF sGLJTH BURL,INGTON DEPARTT E'NT OIL PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 27, 2001 Kaigle's Citgo 510 Shelburne Road South Burlington, Vermont 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl/td I CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 21, 2001 Joe Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 Re: Final plat application #SD-01-66 reducing the size of proposed retail space, 516 Shelburne Road Mr. Hogan: Please find attached the preliminary comments on the above referenced application. The project is currently scheduled to be considered by the Development Review Board on December 4, 2001. If you wish to respond to these comments or submit additional information, please do so no later than November 27, 2001. Please be sure that someone is at this meeting to represent your application. If you have any questions, please feel free to give me a call. Sincerely, Stephanie A. Smith Associate Planner South Burlington Planning and Zoning Office To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: November 21, 2001 Re: Final plat application #SD-01-66 reducing the size of proposed retail, 516 Shelburne Road. Overview: Final plat application #SD-01-66 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 100,470 sq. ft. shopping center in two (2) buildings. The amendment consists of reducing the size of one (1) of the buildings by 2,500 sq. ft. for a total of 97,970 sq. ft. in two (2) buildings, 516 Shelburne Road. Issues: ■ At this time Staff has no issues with this project. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the final plat application with the above exceptions noted. Please provide additional information by November 27, 2001. Recommendation: Staff recommends this application be authorized to proceed for final plat consideration at the December 4, 2001 meeting. CITY ENGINEER'S COMMENTS FOR DEVELOPMENT REVIEW BOARD MEETING i2/4/oz The Gateway - Shelburne Road z. Large trees such as sugar maples must not be planted on top of or close to water and sewer mains. A sugar maple appears to be planted on top or close to the 24 inch C.W.D. main located in the south-east corner of the project. z. Site plans prepared by O'Leary -Burke Engineers dated 10-21-99 are acceptable. 3. Plans should include water, sewer, road details, sheets 9, zo & n. Wesco Inc. - Shelburne Road z. There are a lot of trees and shrubs on the property but they are in need of cleaning and trimming especially behind the existing building. CITY OF SOUTH BU LINGTO DEPARI'MENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 27, 2001 Pomerleau Agency 69 College Street Burlington, Vermont 05401 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl/td CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 27, 2001 Kaigle's Citgo 510 Shelburne Road South Burlington, Vermont 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl%td CITY OF SOUTH BUR LINGTON DEPARTMENT OF PLANNING & ZONtNG 575 DORSET STREET SO UTH BURLINGTON, VERMONT 05408 (802) 846-4106 FAX (802) 846-4101 November 27, 2001 Wright & Morrissey 60 Farrell Street South Burlington, Vermont 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, 1 Raymond J. Belair Administrative Officer Encl/td C I`l -" OF SOUTH L3URL.INGr j i N DEPARTMENT OF PLANNING &.ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 27, 2001 Mr. & Mrs. Herman Thomas 64 Southwind Drive Burlington, Vermont 05401 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Raymond J. Belair Administrative Officer Encl/td O'Leary -Burke ci.)Nociates, PLC October 15, 2001 Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Final Plan Application for The Gateway Shelburne Road, So. Burlington, VT. Dear Ray: We are writing on behalf of Acadia Realty Trust in regard to the above - mentioned project located on Shelburne Road. The owner wishes to raze an additional 1,000 s.f. of the existing building. This is the only modification proposed. The reduction .of this retail space increases the green area coverage from 13.5% to 13.6%, decreases the building coverage from 23.3% to 23.1%, and increases the paved or concrete coverage from 63.2% to 63.3% due to the additional sidewalk. The parking spaces will remain the same at 486 spaces. This increases the parking ratio from 4.91 to 4.96, less than the required ratio of 5.00. Therefore we would request a waiver of 4 spaces for this project. Based on the 6" Edition of the ITE Trip Generation Manual, category 820, Shopping Center, the expected PM peak trip generation will be approximately 367 vehicles. We are including the following for your review: 1. Application for Final Site Plan Review; 2. Five (5) copies of plans; 3. One (1) reduced copy of plans; 4. ITE Trip Generation information; S. $60.00 application fee. If you have any questions, please call. Enclosure 1999/99064/belair5.doc Sincerely, fe R. LaRose, tr OCT 1 5 N01 Of So. Burlington 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET Pcrmit Number SD- CITY OF SOUTH 13URLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application ntust be completed in lull.railurc to provide the requested information either on this application larm or on the plans will result in your application being rejected and a delay in the review before the Development Review Board, 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone, and fax #)-d adia Realty TmAyl, 70 Soundviem, it arke places Part Washk aon, IVY 1I050. 516- 7671- 30 ?) LOCATION OF LAST RECORDED DEED (Book and page 4) Book 211, p S6 01.717 3) APPLICANT (Name, mailing address, phone and fax #) Agadla Realty Trust: 20 S'oundview Marketplace Port _WMAinnten ,YY11QS0" 516-767-8830 4) CONTA(T PERSON (Name, mailing address, phone and fax 4) Joe 11or"ag. rt c:adda P,eaity Tru,rj 2/! Soundview Marketplace, Port 1Washenrton, NY I - ,i I 5) PROWCT STREET ADDRESS: AM 189 The Gatew. 516 " elburne SoMdSouurlln .ort ertrtont 6) TAX PARCEL ID � (can be obtained at Assessor's Office) 3�5-01-10 ") PROJECT DESCRIPTION :I) Existing Uses on Properly (including descripti()rt and size of each separate use) The exisgaR_ey' on the ureye= are entirely retail with 1.30.J41 s L oftotal area. OWthis Utfid amrayJagiely 30.00 ,%f, is used fur an g.&1W=rocen, _rtgre..,,ith the remaining lQQ.000 s.1' dlyidarry{ intointa tienarat &LQ ff1gL 'recently the center is occupkd by eistht retail establishment h) Proposed Uses on property (include description and size of each new use acid existing; uses to remain) AU e.Kisx'ing uses on the .4dte will be retaered 9 new 66 � %f grocery store and foul retaiLommercial uses (I LS90 s.f") will o Choy a ww building briaminR the total ofnrw buildinv sure to WZ8 sJ. & Igtal bueldi s.sauare PootaYe well be 97 970Parking lots And accisyes to e. u ructed to imyrove vehicular circuladats and s a s ve s fronn other traffl; Fxtensive landvLMeng will be placed at the front ofthe sltr Wtli deggwdye fen cing and store tre . c) Total building, square lootuge on property (proposed buildings and existing buildings to remain) The re, ect an ' 6 328 ,L r ce , t r 17 S00&L.' 04'reraLl-le-m-mor-clat space {tubed to the-►ro,cery ,stare. and the tf-4eyation n%the existltrg retail svace. The total bulldimv square footage will be 911.9 d) Height of building & number of floors (proposed buildings and existing buildings to reanain, specify 9 ?Gi .J COGG 41O „f.10 1T .. T^'1 7YSIfIQ�lLN 7'� fl 1.11-4 7C_QG. TGg7-CT-AnN if basement and m 7asu17e) A11 �ristr'nz anti nrnrrr�sed hudldin.Ms at, ur will be age -store All buildi= ��il! hmra,e at roo .� a less dhun I I ilyq in i h rV building kaum W9 exceed dQ feet ' hem c) Number of residential units (if applicable, new units and existing; units to remain) M; resldeatial un%,,�,�r�„rrentlV exi�t ur are Dlertned for thi r f) Number or employees & company vehicles (existing and proposed, note office versus non -office ernployeeti): Pre-vena the eight ($) retail establishments have 52 fill tune and 71 Dart time ernes g) Other (list any ether iniimmatlon pertinent to t11I application tlot specifIC4111y requested above, pleasL note if overlay Districts are applicable): j5Zj h) List any Changes to the subdivision, such as property lines, number of units, lot mergers, ew-,,N/A 8) LOT COVERAGE a) Building; Existing U % Proposed " b) Overall (building, parking, outside: storage, etc) Existing Proposed 8701 c) Front yard (along each street) Shelburne R aei' Existing 81 ib Proposed 3 u &rrell S_ try Existing ry, 1 Proposed j.,% 9) COST ESTIMATES a) Building Onoluding interior renovations): 5 7 ppQ QQQ b) Landscaping:�/- c,) Other site inlprovenlents (please list with cost): 10) ESTIMATED 'FRAFFIC a) Avorage Wittily trIffic for entire property (in and out): 8�5 lrxialintri l,L??_ 1 ® ' b) A.M. Peak hour for criiire property (in and out); eacinri f�QZ r 't c) P,M, Peak hour for entire property 0n. and out): AS tnti►k ✓ 3 71 (nPODe+reel) 1 1) PEAK, HOURS OF OPERATION: it d,► antlelr�ated that the urs o 4:I to 0 Ex .�� Of2Matibn will he 111: Dt? 12) LEAK DAYS OF OPERATION: 7'he amtki yakd24ak ®'ra otrat on wiff be t r 2 13) ESTIMATED PROJECT COMPLETION DATE; July 2001 14) PLANS AND FEE Plat plans shall be submitted wltiwh show~ the iuforniation listed on Fxhibit A attached. Five (S) regular sl?e copies and one reduced cosy t l 1" x 17°1 of the tflan� rnugt he snkrnitt-1, A a�ibdivirtittn apglieutipn tcc Alull be Paul to tlw t ily at the little Ofsuhmitting the 5",1] glut application (scc Exhibit A) I hereby cctiiN that all the information requested as part Of this application has betin submitted and is accurate to the best of my knowledge. SIC4A SIGN DATE OF SUBMISSION; APPLICANT OPERTY OWNER Do not write below this line I have reviewed this preliminary plat application and find it to be: Complete incomplete Director of Planning & Zoning or Designee Date 3 +10 -A sx 9. PA a 7 M P -IrA7 -1 �vNnu_xNH-4- -n 1JH r,c: sxry T0P7.—r_Y—A.nN #1 CITY OF SOUTH BURLINGTON—�� APPLICATION FOR FINAL SITE PLAN REVIEW OWNER OF RECORD Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 (516) 767-8830 #2 APPLICANT Same #3 CONTACT PERSON #4 #5 .M Joe Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 (516)767-8830 (516) 767-9026 — FAX PROJECT STREET ADDRESS Mall 189 / The Gateway 516 Shelburne Road, South Burlington, Vermont TAX MAP NUMBER Tax Parcel # 35-01-10 PROJECT DESCRIPTION a) EXISTING USES ON PROPERTY ^E[E1lfEL? The existing uses on the property are entirely retail w1X 13®,,&of total area. Of this total, approximately 30,000 s.f. is used for an existing grocery store, with the remaining 100,000 s.f. diW�d,ihWtepprate r� it uses. Presently the center is occupied by eight retail establishments" ` `'9 #7 b) PROPOSED USES All existing uses on the site will be retained. A new 66,328 s.f. grocery store and four retail/commercial uses (17,500 s.f.) will occupy a new building bringing the total of new building space to 83,328 s.f., the total building square footage will be 97,970. Parking lots and accesses to Farrell Street will be reconstructed to improve vehicular circulation and separate service vehicles from other traffic. Extensive landscaping will be placed at the front of the site with decorative fencing and street trees. c) TOTAL BUILDING SQUARE FOOTAGE The project anticipates construction of a new 66,328 s.f. grocery store, 17,500 s.f. of retail/commercial space attached to the grocery store and the renovation of the existing retail space. The total square footage will be 97,970. d) HEIGHT OF BUILDING AND NUMBER OF FLOORS All existing and proposed buildings are or will be one-story.. All buildings will have flat roofs and be less than 35 feet in height. No building features will exceed 40 feet in height. e) NUMBER OF RESIDENTIAL UNITS No residential units currently exist or are planned for this project. f) NUMBER OF EMPLOYEES Presently, the eight (8) retail establishments have 52 full time and 71 part time employees. g) OTHER The applicant has attached a lot coverage analyisis showing present ands anticipated values. «i LOT COVERAGE 0 C T 5 2WI a) Buildings: Existing = 31 %, Proposed = 23% n "011 b) Overall: Existing = 93%, Proposed = 87% c) Front Yard: Shelburne Road: Existing = 81%, Proposed = 36% O'Dell Parkway: Proposed = 69% #8 COST ESTIMATES a) Building Costs: 7 Million +/- Includes renovations (approximate) b) Landscape Costs: $ 70,000 +/- c) Other improvements: #9 ESTIMATED TRAFFIC a) Average Daily.Traffic = 8,085 (existing) / 6,771 (proposed) b) A.M. Peak Hour =134 (existing) / 102 (proposed) c) P.M. Peak Hour = 488 (existing) / 371 (proposed) # 10 PEAK HOURS OF OPERATION It is anticipated that the peak hours of operation will be 10:00 AM to 3:00 PM # 11 PEAK DAYS OF OPERATION The anticipated peak day of operation will be Saturday. #12 ESTIMATED PROJECT COMPLETION DATE July 2002 # 13 SITE PLAN AND FEE Attached v Shopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday Number of Studies: 299 Average 1000 Sq. Feet GLA: 331 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 42.92 12.50 - 270.89 21.39 uaia viol ana tquation 70,000 :x 60,000 50,000 . -- •. -- -- .............. ................ •-- -- C W X / ;x a ; 40,000 ----------- ---- - -- X x X. X > x -' x: x rn x• x co 30,000 •- �;4 ---•-------- ; xtc� xx X I X X'. F- Xx:X ; ,Xx ' X x • ...:- X x x , 20,000 . • ..:� : >4fX x x :x ; >SCxC XX X X X X X 10,000 k -x >SC :�5( xX; - (xX X , X X X X Xx 0 0 100 200 300 400 500 600 700 800 900 1000 1100 1200.. 1300�t tito(-6 1600 X = 1000 Sq. Feet Gross Leasable Area �Na��O� X Actual Data Points Fitted Curve ------ AVN a "� Ril Fitted Curve Equation: Ln(T) = 0.643 Ln(X) + 5.866 �g s R2 = 0.78 Trip Generation, 6th Edition 1337 Institute of Transportation Engineers Shopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 96 Average 1000 Sq. Feet GLA: 292 Directional Distribution: 61 % entering, 39% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 1.03 0.10 - 9.05 1.40 Data Plot and Equation 1,600 1,500 -- -- ----- 1,400 --- ... ... ... ... •.. •. 1,300 - - i 1,200 - - --- -- - ; 1,100 /.....'' - - - X ..................:.....:. ` y/...... ..... ' .... a� U... 900 ... ... ... ... ... ... .X.i .,.... ... • ... . ... . - . . cn 700 .. • . • ... %� :X ; Y• X Q 600 ---- :........ .......... !�.... .. X' 500 -..-.----SC.......X.... X.., x ............ ................ XX ....-; 400 X.X................. X X , ...X; .... ... ... .... - 300 200xX X X :X X- X... XXX . . ... ... ... yl ... .......... 100x; X ---- -- -15 0 ; 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.596 Ln(X) + 2.329 R2 = 0.51 Trip Generation, 6th Edition 1338 Institute of Transportation Engineers Shopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 401 Average 1000 Sq. Feet GLA: 383 Directional Distribution: 48% entering, 52% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation L-- 3.74 0.68 - 29.27 2.73 uata Plot and tquation 9,000 8,000 7,000 c 6,000 W Q. 0 5,000 L d 4,000 as F 3,000 2,000 1,000 0 X ,' XX ,' X ------------------------........ -. X.................... -------------- X ' ,' X ' X ...... -X. '.......... X ------------X ------•---- ----- X ,,' XX X x ,'�� X X X,' X X X X X XX X X X X# X , X )e X xx x x XX 'X ....... X X X yr x �X-X................................................. XX X'�� 0 1000 2000 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve Fitted Curve Equation: Ln(T) = 0.660 Ln(X) + 3.403 Trip Generation, 6th Edition ------ Average Rate R2 = 0.81 1339 Institute of Transportation Engineers ■ SOUTH BURLINGTON WATER DEPARTMENT November 5,2001 Mr. Kevin LaRose, E.I. O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, Suite 5 Essex Junction, VT 05452 RE: Mall 189- The Gateway South Burlington, VT Dear Kevin: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 We have reviewed the revised set of final plans for the above referenced project, last revised 10/31/01. Below are my comments. 1. All previous correspondence relating to this project still applies and is unchanged with the exception of number 10 from my August 13,2001 letter. 2. Your request to connect two fire hydrants located at the front of the building, and the existing structure that will remain after demolition, is acceptable to this department. However, it must be noted that the original line serving TJ Maxx was supplied for convenience, and there is a built-in limitation with this service line. Since the service line is connected to the CWD High Service #2 transmission main, between the water treatment plant and the first check valve located near Farrell Street, the water supply is directly related to plant activity. That is, if the CWD treatment plant ever goes off line, then service to this site including fire protection will also be off line, until such time as the plant returns to operation. This is perhaps better than risking continual problems with old City of Burlington water mains, but should still be considered before finalizing fire and domestic service line connection plans. 3. Approval must be obtained from the City of Burlington before the new fire service and domestic connections occur. At this time the existing building that shall remain is supplied domestic water from the City of Burlington, although its waste water goes to the City of South Burlington. 4. If the hydrant service lines are to be disconnected from the City of Burlington's waterlines then the lines should be cut and capped as close to their distribution mains as possible. Leaving the lines in place, under pressure, even if they are capped still allows for leaks and breaks. 5. A gate valve, short section of pipe and cap shall be placed at a tee, instead of a 90- degree elbow that leads to the last hydrant behind the new building. This will allow for a future connection point with the O'Dell Parkway project, if it becomes necessary. (See Attachment) 6. You indicate a 4" water service line entering the Gateway building, separate from the 8" fire service line. Please call me with projected water demands for this building, along with inside plumbing sizes to best determine the appropriate size meter for this setting. 7. The new 2" copper service supplying the existing building shall require a curb stop located outside the building in a similar location as the gate valve. 8. When this project is completed as shown by the set of plans last revised 10/31/01, it is our understanding that one hydrant on site, fed from the City of Burlington distribution system, will remain. Further, the Burlington and South Burlington systems shall not be interconnected in any manner, inside or outside. If you have any questions or if I can be of further assistance, please do not hesitate to call me. Sincerely, South Burlington Water Department IJ-A ayNadeau Superintendent Cc. D. Pratt Stephanie Smith &REA5E TR p -- I! SEE DETA' pHEET 9 III 6" D I IN-2� /�5' _ RG LF r 8" D I OUT=208.30' VACAS >< , MP NEW •• •: • - -207-70' JT-207.60 I I � I CLEA C INV=211.5 I I (�h I Ov I TER LINE REMOVED I Irs 60' I I t � I � RELOCATE HYDRANT r—+ GATE VALVE 1 INSTALL SILT Ft PRIOR TO 6EG1� OF CON5TRUCTI( /rTI I li I I I I %I ( I II I IN, NEW 8" 610 12` /PE - - / C l � Q I—T ,---r-- ' SE1ZVtCE LINES '$gyp 6 DI,1NDIKE6T -WATTE PIT G7I 5ANI;TAKY WASTE 1 ' I 4 t 8" WATER LI TO 6E KEMOVI 26, "fiiru�s' Sapern�fEel PROPOSED SUPERMRI�ET 66,328 S_F FFE = 215.00 j I NEW f RIM=. L 8.. 8.., L VERTICAL GRANITE CURD, TYP. 35 PVC 6 GI IN-20I.-) 2-"NEW MOTE b" Cl OUT-207.37 PARKING 5PA< CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 31, 2001 Mr. Kevin Barry UWCS 276 East Allen Street Winooski, Vermont 05404 Re: Site Plan Application — SP-01-70, 530 Shelburne Road Dear Mr. Barry: Enclosed is the agenda for next Tuesday's Development Review Board meeting and my comments. Please be sure that someone is at the meeting on Tuesday, November 6, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincephly, r' /ay'm/�6nLelair Administrative Officer Encl./td VERMONT ENVIRONMENTAL BOARD' 10 V.S.A. §§ 6001-6092 RE: Wright/Morrissey Realty Corp. and Land Use Permit New Enterprises, Inc. Application # 4C1070-EB and David M. Farrell and Stewart McConaughy, Trustees of the Thomas A. Farrell Trust; David M. Farrell, Trustee of the David M. Farrell Trust; Farrell Corporation; and Center, Inc. Land Use Permit Application # 4C1071-EB DISMISSAL ORDER This Dismissal Order addresses the Motion to Dismiss filed by FEP II, 518 Corporation, and Herman and Mavis Thomas ("Appellants"). As set forth below, Appellants' motion is granted. I. PROCEDURAL SUMMARY On March 8, 2001, the District 4 Environmental Commission ("Commission") issued Land Use Permit # 4C1070 ("Wright/Morrissey Permit") to Wright/Morrissey Realty Corp. and New Enterprises, Inc., authorizing the construction of 160 units of affordable rental housing in four, four-story buildings, and a 95-room extended hotel with 1350 linear feet of new roadway connecting Farrell Street to Shelburne Road ("Farrell Street Extension") and associated utilities, in South Burlington, Vermont ("Wright/Morrissey Project"). On March 8, 2001, the Commission also issued Land Use Permit # 4C1071 ("Farrell Permit") to David M. Farrell and Stewart H. McConaughy, Trustees of the Thomas A. Farrell Trust; David M. Farrell, Trustee of the David M. Farrell Trust; Farrell Corporation; and Burlington Indoor Tennis Center, Inc., authorizing the construction of a 7200 square foot addition to an existing sports and fitness center, a four-story building containing 70,000 square feet of office space, a 2500 square foot bank, a 7500 square foot restaurant, 11,000 square feet of retail space, and ten housing units on one lot, 130 units of senior housing in four, four-story buildings on a second lot, as well as construction of the Farrell Street Extension, and associated utilities, also in South Burlington, Vermont ("Farrell Project"). The Commission also issued Findings of Fact, Conclusions of Law, and Order, on both the Wright/Morrissey Permit and the Farrell Permit ("Joint Decision"), on March 8, 2001. Re: Wright/Morrissey Realty Corp., et al. Land Use Permit Applications # 4C1070-EB and #4C1071-EB Dismissal Order Paae 2 On April 6, 2001, Appellants filed a Notice of Appeal with the Vermont Environmental Board ("Board") concerning the Wright/Morrissey Permit, the Farrell Permit, and the Joint Decision. On April 9, 2001, Elise A. Guyette, David A. Shiman, and Timothy Barritt ("Neighbors") filed a Motion to Alter and a Motion to Stay with the Commission. On April 19, 2001, the Chair issued a Chair's Preliminary Ruling that the Notice of Appeal is ineffective until the Commission issues a decision on the Motion to Alter, and that the Commission retains jurisdiction to rule on the Motion to Stay until the decision is issued on the Motion to Alter. No objection to the Chair's Preliminary Ruling was filed. On August 31, 2001, FEP li, Appellants filed a Motion to Dismiss Appeal. No objection to the Motion to Dismiss was filed. On September 26, 2001, the Commission issued a decision on the Motion to Alter, and this appeal became effective. On October 5, 2001, Chair Harding issued a Chair's Proposed Dismissal Order. The Order provided, pursuant to EBR 16(B), that unless a party filed an objection to the proposed dismissal on or before October 17, 2001, the Order would be binding on all parties and a final Dismissal Order would be issued. No objection was filed. II. DISCUSSION This appeal became ineffective when Neighbors filed a Motion to Alter with the Commission, as set forth in the Chair's Preliminary Ruling dated April 19, 2001, pending the Commission's decision. The Commission issued a decision on the Motion to Alter on September 26, 2001. Therefore, Board now has jurisdiction over this appeal. Appellants move that this appeal be dismissed. In their Motion, Appellants state that: "During the course of proceedings before the District Commission, the parties conferred and Applicants addressed the concerns raised by the [Appellants]. Because the parties were able to settle the matter, the [Appellants] hereby seek to withdraw their appeal." The Board may dismiss an appeal on its own motion or at the request of a party, as long as it is consistent with Act 250, Board rule, and other applicable law. EBR 18(D). Dismissal of this appeal is consistent with Board rules, which favor informal and nonadversial resolution of issues. EBR 16(D). Re: Wright/Morrissey Realty Corp., et al. Land Use Permit Applications # 4C1070-EB and #4C1071-EB Dismissal Order Page 3 The Board, like any other administrative agency, has discretion to reject a withdrawal or dismissal of an appeal if it would prejudice the public interest that the agency is charged to protect. Ronald L. Saldi, #5W1 088-1 -EB, Memorandum of Decision at 3 (Oct. 1, 1996); and see Rockwell Park Associates and Bruce J. Levinisky, #5W0772-5-EB, Dismissal Order (Feb. 17, 1994); H.A. Manosh Corp., Declaratory Ruling #247 (Dec. 13, 1991). The Board and district commissions are charged to protect and conserve the lands and environment of the state. 1969 Vt. Laws, No. 250 § 1 (Adj. Sess.). There is no indication that dismissal of this appeal would prejudice the public interest that the Board is charged with protecting. To the contrary, Appellants represent that their concerns have been addressed. In addition, no party has filed an objection to Appellants' Motion to Dismiss or to the Chair's Proposed Dismissal Order. The Chair concludes that dismissal is warranted. III. ORDER Appellants' Motion to Dismiss is GRANTED, and jurisdiction is returned to the District 4 Environmental Commission. Dated at Montpelier, Vermont this 18th day of October, 2001. ENVIRONMENTAL BOARD ' s "Marcy Hardfing, Chair F:\MATTERS\WMorrissey\dismissord.wpd CERTIFICATE OF SERVICE I hereby certify that on this 18th day of October, 2001, the foregoing Dismissal Order, #4C1 070/#4C1 071, was sent by U.S. Mail, postage prepaid, to the following. - Dan Morrissey Stephen A. Vock, P.E. Wright/Morrissey Realty Corporation Civil Engineering Associates, Inc. PO Box 421 928 Falls Road, PO Box 485 Burlington, VT 05402-0421 Shelburne, VT 05482 Fred Tiballi 217 Pleasant Hill Lane Shelburne, VT 05482-7628 New Enterprises, Inc. c/o Derrick Davis/The Davis Company 431 Pine Street Burlington, VT 05401 David M. Farrell & Stewart H. McConaughy, Trustees of the Thomas A. Farrell Trust c/o Farrell Corporation 5 Holmes Road South Burlington, VT 05403 David M. Farrell, Trustee of the David M. Farrell Trust c/o Farrell Corporation 5 Holmes Road South Burlington, VT 05403 Farrell Corporation 5 Holmes Road South Burlington, VT 05403 Burlington Indoor Tennis Center, 142 Vilest Twin Oaks Terrace South Burlington, VT 05403 Eric Farrell Redstone Commercial Group 1 Main Street Burlington, VT 05401 Peter Doremus, Esq. Doremus, Kantor & Daly PO Box 445 Burlington, VT 05402-0445 Amy Wright Lake Champlain Housing Development Corporation 220 Riverside Avenue Burlington, VT 05401 Margaret Picard, City Clerk Chair, City Council Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Michael Crane, Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 Warren Coleman, Esq. Env. Litigation Attorney ANR 103 South Main St. Center Bldg., 3rd Floor Waterbury, VT 05671-0301 Timothy Barritt 71 Meadows Road Inc. South Burlington, VT 05403 Elise Guyette & David Shiman 22 Orchard Road South Burlington, VT 05403 Frank & Jennifer Kochman 75 Hadley Road South Burlington, VT 05403 518 Corporation d/b/a Ben Franklin c/o 697 Hercules Drive Suite #2 Colchester, VT 05446 Certificate of Servic Wright/Morrissey Redity Corp. andNew Enterprises, Inc. and David M. Farrell and Stewart McConaughy Applications #4C1070-EB and #4C1071-EB Paqe 2 Amy L. Gamble, PE Technical Services/Vermont Agency of Transportation 133 State Street Montpelier, VT 05633 FOR INFORMATION ONLY District #4 Environmental Commission Stephanie Hesson, Coordinator 111 West Street Essex Junction, VT 054,52 Christopher Owen VT Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 Dan Gaherty Efficiency Vermont 255 South Champlain Street Burlington, VT 05401 Greg Rabideau Rabideau Architects 286 College Street Burlington, VT 05401 Ernie Christianson, Env. Analyst V ANR, 111 West Street Essex Jct., VT 05452 Melanie Kehne Associate General Counsel F:\USERS\BARBARAB\CERTIFIC\E BOAR D\4C10 7071.CS VERMONT ENVIRONMENTAL BOARD 10 V.S.A. §§ 6001-6092 RE: Wright/Morrissey Realty Corp. and New Enterprises, Inc. and David M. Farrell and Stewart McConaughy, Trustees of the Thomas A. Farrell Trust; David M. Farrell, Trustee of the David M. Farrell Trust; Farrell Corporation; and Burlington Indoor Tennis Center, Inc. Land Use Permit Application # 4C1070-EB Land Use Permit Application # 4C1071-EB CHAIR'S PROPOSED DISMISSAL ORDER This Chair's Proposed Dismissal Order addresses the Motion to Dismiss filed by FEP II, 518 Corporation, and Herman and Mavis Thomas ("Appellants"). As set forth below, the Chair proposes to grant Appellants' motion. I. PROCEDURAL SUMMARY On March 8, 2001, the District 4 Environmental Commission ("Commission") issued Land Use Permit # 4C1070 ("Wright/Morrissey Permit") to Wright/Morrissey Realty Corp. and New Enterprises, Inc., authorizing the construction of 160 units of affordable rental housing in four, four-story buildings, and a 95-room extended hotel with 1350 linear feet of new roadway connecting Farrell Street to Shelburne Road ("Farrell Street Extension") and associated utilities, in South Burlington, Vermont ("Wright/Morrissey Project"). On March 8, 2001, the Commission also issued Land Use Permit # 4C1071 ("Farrell Pere —lit") to David M. Farreii and Stewart vH. McGonaughy, Trustees of the Thomas A. Farrell Trust; David M. Farrell, Trustee of the David M. Farrell Trust; Farrell Corporation; and Burlington Indoor Tennis Center, Inc., authorizing the construction of a 7200 square foot addition to an existing sports and fitness center, a four-story building containing 70,000 square feet of office space, a 2500 square foot bank, a 7500 square foot restaurant, 11,000 square feet of retail space, and ten housing units on one lot, 130 units of senior housing in four, four-story buildings on a second lot, as well as construction of the Farrell Street Extension, and associated utilities, also in South Burlington, Vermont ("Farrell Project"). The Commission also issued Findings of Fact, Conclusions of Law, and Order, on both the Wright/Morrissey Permit and the Farrell Permit ("Joint Decision"), on March 8, 2001. Re: Wright/Morrissey Realty Corp., et al. Land Use Permit Applications # 4C1070-EB and #4C1071-EB Chair's Proposed Dismissal Order Paae 2 On April 6, 2001, Appellants filed a Notice of Appeal with the Vermont Environmental Board ("Board") concerning the Wright/Morrissey Permit, the Farrell Permit, and the Joint Decision. On April 9, 2001, Elise A. Guyette, David A. Shiman, and Timothy Barritt ("Neighbors") filed a Motion to Alter and a Motion to Stay with the Commission. On April 19, 2001, the Chair issued a Chair's Preliminary Ruling that the Notice of Appeal is ineffective until the Commission issues a decision on the Motion to Alter, and that the Commission retains jurisdiction to rule on the Motion to Stay until the decision is issued on the Motion to Alter. No objection to the Chair's Preliminary Ruling was filed. On August 31, 2001, FEP II, Appellants filed a Motion to Dismiss Appeal. No objection to the Motion to Dismiss was filed. On September 26, 2001, the Commission issued a decision on the Motion to Alter, and this appeal became effective. 11. PRELIMINARY RULINGS Pursuant to Environmental Board Rule ("EBR") 16(B), the Chair may make preliminary rulings as to party status and other procedural matters as are necessary to expedite and facilitate the hearing process. Any party may object to such a preliminary ruling, in which case the matter is referred to the Board for resolution. III. DISCUSSION This appeal became ineffective when Neighbors filed a Motion to Alter with the Commission, as set forth in the Chair's Preliminary Ruling dated April 19, 2001, pending the Commission's decision. The Commission issued a decision on the Motion to Alter on September 26, 2001. Therefore, Board now has jurisdiction over this appeal. Appellants move that this appeal be dismissed. In their Motion, Appellants state that: "During the course of proceedings before the District Commission, the parties conferred and Applicants addressed the concerns raised by the [Appellants]. Because the parties were able to settle the matter, the [Appellants] hereby seek to withdraw their appeal." The Board may dismiss an appeal on its own motion or at the request of a party, as long as it is consistent with Act 250, Board rule, and other applicable law. EBR 18(D). Dismissal of this appeal is consistent with Board rules, which favor informal and nonadversial resolution of issues. EBR 16(D). Re: Wright/Morrissey Realty Corp., et al. Land Use Permit Applications # 4C1070-EB and #4C1071-EB Chair's Proposed Dismissal Order Paqe 3 The Board, like any other administrative agency, has discretion to reject a withdrawal or dismissal of an appeal if it would prejudice the public interest that the agency is charged to protect. Ronald L. Saldi, #5W1088-1-EB, Memorandum of Decision at 3 (Oct. 1, 1996); and see Rockwell Park Associates and Bruce J. Levinisky, #5W0772-5-EB, Dismissal Order (Feb. 17, 1994); H.A. Manosh Corp., Declaratory Ruling #247 (Dec. 13, 1991). The Board and district commissions are charged to protect and conserve the lands and environment of the state. 1969 Vt. Laws, No. 250 § 1 (Adj. Sess.). There is no indication that dismissal of this appeal would prejudice the public interest that the Board is charged with protecting. To the contrary, Appellants represent that their concerns have been addressed. In addition, Board rules provide a 15-day period in which other parties can file objections to motions, EBR 12(F), and no other party has filed an objection to Appellants' Motion to Dismiss. The Chair concludes that dismissal is warranted. IV. ORDER Appellants' Motion to Dismiss is GRANTED, and jurisdiction is returned to the District 4 Environmental Commission. 3. This Order is issued pursuant to Environmental Board Rule 16(B) and is binding on all parties unless a written objection to it, in whole or in part, is filed on or before Wednesday, October 17, 2001 at 4:30 p.m. 4. Any party who objects to this Order must file a written objection and supporting memorandum with the Board. Any request for oral argument, pursuant to EBR 18(D), must be filed with such objection or the right to request oral argument shall be deemed to have been waived. 5. Replies to an objection to this Order may be filed on or before Wednesday, October 24, 2001 at 4:30 p.m. 6. If an objection to this Order is filed, the Board will deliberate on the objection on Wednesday, November 14, 2001. Also, if oral argument is requested, the Board will hear oral argument (limited to 10 minutes from each party) on Wednesday, November 14, 2001, at 10:00 a.m. at the Board's office at the National Life Records Center Building, Montpelier, Vermont. 7. If no timely objection to this Order is filed, no Board hearing or deliberations will occur, and a final Dismissal Order will be issued. Re: Wright/Morrissey Realty Corp., et al. Land Use Permit Applications # 4C1070-EB and #4C1071-EB Chair's Proposed Dismissal Order Paae 4 Dated at Montpelier, Vermont this 5th day of October, 2001. ENVIRONMENTAL BOARD vvuC, Marcy g, Chair F: \MATTE RS\WMorrissey\cpdo. wpd CERTIFICATE OF SERVICE I hereby certify that on this 5th day of October, 2001, the foregoing Chair's Proposed Dismissal Order, #4C1070/#4C1071, was sent by U.S. Mail, postage prepaid, to the following: Dan Morrissey Stephen A. Vock, P.E. Wright/Morrissey Realty Corporation Civil Engineering Associates, Inc. PO Box 421 928 Falls Road, PO Box 485 Burlington, VT 05402-0421 Shelburne, VT 05482 Fred Tiballi New Enterprises, Inc. 120 Pine Street Burlington, VT 05401 New Enterprises, Inc. c/o Derrick Davis/The Davis Company 431 Pine Street Burlington, VT 05401 David M. Farrell & Stewart H. McConaughy, Trustees of the Thomas A. Farrell Trust c/o Farrell Corporation 5 Holmes Road South Burlington, VT 05403 David M. Farrell, Trustee of the David M. Farrell Trust c/o Farrell Corporation 5 Holmes Road South Burlington, VT 05403 Farrell Corporation 5 Holmes Road South Burlington, VT 05403 Burlington Indoor Tennis Center, inc. 142 West Twin Oaks Terrace South Burlington, VT 05403 Eric Farrell Redstone Commercial Group 1 Main Street Burlington, VT 05401 Peter Doremus, Esq. Doremus, Kantor & Daly PO Box 445 Burlington, VT 05402-0445 Amy Wright Lake Champlain Housing Development Corporation 220 Riverside Avenue Burlington, VT 05401 Margaret Picard, City Clerk Chair, City Council Chair, Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Michael Crane, Executive Director Chittenden County Regional Planning Commission PO Box 108 Essex Junction, VT 05453 Warren Coleman, Esq. Env. Litigation Attorney ANR 103 South Main St. Center Bldg., 3rd Floor Waterbury, VT 05671-0301 Timothy Barritt 71 Meadows Road South Burlington, VT 05403 Elise Guyette & David Shiman 22 Orchard Road South Burlington, VT 05403 Frank & Jennifer Kochman 75 Hadley Road South Burlington, VT 05403 518 Corporation d/b/a Ben Franklin c/o 697 Hercules Drive Suite #2 Colchester, VT 05446 Certificate of S pe Wright/Morrissey kealty Corp. andNew Enterprises, Inc. and David M. Farrell and Stewart McConaughy Applications #4C1070-EB and #4C1071-EB Page 2 Amy L. Gamble, PE Technical Services/Vermont Agency of Transportation 133 State Street Montpelier, VT 05633 FOR INFORMATION ONLY District #4 Environmental Commission Stephanie Hesson, Coordinator 111 West Street Essex Junction, VT 05452 Christopher Owen VT Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 Dan Gaherty Efficiency Vermont 255 South Champlain Street Burlington, VT 05401 Greg Rabideau Rabideau Architects 286 College Street Burlington, VT 05401 Ernie Christianson, Env. Analyst V ANR, 111 West Street Essex Jct.. VT 05452 Melanie Kehne Associate General Counsel FAUSERS\BARBARAB\CERTIFIC\EBOARD\4C10 7071 .CS CITY OF SOUTH BU RLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 3, 200I Joe Hogan Acadia Realty Trust zo Soundview Marketplace Port Washington, NY iio5o Re: The Gateway Project - 516 Shelburne Road Dear Mr. Hogan: Please be advised that as of this date, the City has not received an appeal from either the Development Review Board's approval of 8/27/oi or my issuance of zoning permits numbered ZP-01-337, ZP-01-338 and ZP-01-339• The appeal period for this approval and permits have expired. If you have any questions, please feel free to contact me. Sincerely, r a Raymond J. Belair Administrative Officer Td CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 19, 200I Mr. Paul O'Leary O'Leary - Burke Civil Associates 5 Andrews Avenue - Suite #5 Essex Junction, Vermont 05452 Re: Final Plat Application - 516 Shelburne Road Dear Mr. O'Leary: Enclosed please find a copy of the minutes of the Development Review Board meeting of August 2I, 200I. If you have any further questions, please feel free to give me a call. Sincerely, Raymond J. Belair Administrative Officer Encl./td DEVELOPMENT REVIEW BOARD 21 AUGUST 2001 PAGE 5 Mr. Llewellyn noted that 9 units would not be built unless Old Cross Rd. is extended Mr. Dinklage said he didn't feel there was any needs for T, U and V to be so close to the western boundary. Mr. Dinklage also noted that the applicant could come back and request to put those 9 units on what is now shown as open land. Mr. Llewellyn said they are willing to move them into a cluster. 5. Public Hearing: Final plat application #SD-01-45 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of: 1) razing a 114,771 sq. ft. portion of the building, 2) constructing an 81,800 sq. ft. building, and 3) constructing a 3,000 sq. ft. addition to the remaining portion of the building resulting in two buildings with a total square footage of 111,470, 516 Shelburne Rd.: Mr. O'Leary said they have addressed the staff comments. Elevations are shows as well as parking counts. They are still short 9 spaces. One issue is the height of light poles. The applicant proposes 25 ft., and they were asked to lower this to 20 ft. Mr. Dinklage noted that is the city requirement which the Board can't change. Mr. Llewellyn said they will have to more poles if they can't have the 25 ft. height. This is a safety concern for Shaw's. Mr. Kane noted that Southland got 25 ft. poles which were approved illegally. Mr. Belair felt that the whole lighting issue needs to be addressed by the Planning Commission. Mr. O'Leary noted they have added a Vortechnics unit to slow down the flow of water. This unit traps out grit then has an oil/water separator. The last segment has a flow control. This should result in an 80% reduction in the amount of solids and meets the Abest management standard@ in most states. It has been approved in a number of places in Vermont. They are also decreasing the impervious area by about 10%. Mr. Kupferman reminded the applicant that they will be responsible for maintaining this unit and holding ponds. No other issues were raised. Mr. Boucher moved that the Board approve Final Plat application #SD-01-45 of Acadia Realty Trust subject to the stipulations in the draft motion dated 21 August 2001. Mr. Farley seconded. Motion passed unanimously. 6. Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west facade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Bill Drive, 1000 Shelburne Rd: The applicant said that when they bought the property they needed to create a site plan to show an awning and also a curb cut in the eastern part of the parking lot. They also have a maintenance issue in the parking that is causing a safety problem. The new site plan shows the awning and minor changes in the parking lot. They are proposing two 18- foot curb cuts with arrows to indicate ingress and egress. They also want to remove a light pole in the middle of the lot and replace it with 3 poles, 2 on the eastern boundary and one on the western part of the lot. f CITY OF SOUTH BURLI GTO DEPARTMENT OF PI Al NE"4G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 31, 2001 Mr. Paul O'Leary O'Leary -Burke Civil Associates 5 Andrews Avenue, Suite 5 Essex Junction, Vermont 05452 Re: Final Plat Application 516 Shelburne Road Dear Mr. O'Leary: Enclosed please find a copy of the Finding of Facts of the Development Review Board meeting on August 21, 2ooi (effective date September 5, 200I). Please note the conditions of approval, including that the final plat plans be recorded in the South Burlington land records within go days or this approval will be null and void. If you have any further questions, please feel free to contact me. Sincerely, Sarah MacCallum Associate Planner 8/21 /01 MOTION OF APPROVAL ACADIA REALTY TRUST — FINAL PLAT 516 SHELBURNE ROAD I move the South Burlington Development Review Board approve final plat application #SP-01-45 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of 1) razing a 11.4,771 square foot portion of the building, 2) constructing an 83,328 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building resulting in two (2) buildings totaling 98,470 square feet, 516 Shelburne Road, as depicted on a 17 page set of plans, page two (2) entitled, "The Gateway Route 7 South Burlington, VT Site Plan," prepared by O'Leary - Burke Civil Associates, PLC, dated 12/6/99, last revised on 7/25/01, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. Prior to issuance of a zoning permit, the applicant shall post a $77,500 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 3. The applicant shall upgrade Farrell Street (formerly O'Dell Parkway) from Shelburne Road to the northeast corner of the property to City standards. The design details for the upgrading shall be the same as was approved for the O'Dell Parkway P.U.D. The applicant shall bear the expense of improving Farrell Street from the easterly sideline of Shelburne Road to the northeast corner of applicant's property. Applicant's road construction obligation hereunder shall be conditioned upon issuance of all final state and local permits or other approvals required for improvement of Farrell Street and obtain resolution of all pending or future appeals of such permits and approvals, and shall be performed in accordance with all such state and local permits or other approvals. Applicant shall provide to the City a performance bond sufficient to secure its obligations hereunder. 4. The Development Review Board, pursuant to Section 12.406(b) of the zoning regulations, modifies the front yard coverage along Farrell Street such that it does not exceed 75%. 5. The Development Review Board, pursuant to Section 26.406(b) of the zoning regulations, waives the front yard setback requirement for the addition and allows it to be 15 feet from the Farrell Street r.o.w. 6. The Development Review Board, pursuant to Section 26.256(b) of the zoning regulations, approves a total of 486 spaces which is a 9 space or 1.8% shortfall. It is the Board's opinion that adequate parking will be available. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the reduction in overall size will generate zero (0) additional vehicle trip ends during the P.M. peak hour. 8. The relocation and water mains shall be reviewed and approved by the Water District. Any and all proposed changes to the water supply system shall be constructed as per the "Specification and details for the installation of water lines and appurtenances for all water distribution systems owned by the Champlain Water District, the City of South Burlington, and the Village of Jericho" manual, published January 2001, unless otherwise specified by the Water District. 9. The applicant shall comply with the requirements of the South Burlington Water Department as outlined in a letter dated 8/13/01 from Jay Nadeau to O'Leary -Burke Civil Associates. 10. Trees shall not be planted on top of water and sewer mains. 11. Concrete sidewalk shall have a minimum width of five (5) feet. 12. The new sanitary sewer line shall be bedded in 3/4 inch crushed stone. 13. The building shall be sprinklered and include a fire alarm. 14. All new exterior lighting shall consist of downcasting and shielded fixtures. Any change to approved lights shall require approval of the Director prior to installation. The pole mounted lights shall be reduced to a maximum of 20 feet in height and so noted on the plans. 15. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the new building and addition. 16. Any change to the plat plans shall require approval by the South Burlington Development Review Board. 17. The final plat plans (survey plat and page 2) shall be recorded in the South Burlington land records within 90 days or this approval is null and void. The plans shall be signed by the Development Review Board Chair or Clerk prior to recording. 6 b�3> 8/21/01 MOTION OF APPROVAL ACADIA REALTY TRUST — FINAL PLAT, 516 SHELBURNE ROAD I move the South Burlington Development Review Board approve final plat application #SP-01-45 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of. 1) razing a 114,771 square foot portion of the building, 2) constructing an 83,328 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building resulting in two (2) buildings totaling 98,470 square feet, 516 Shelburne Road, as depicted on a 17 page set of plans, page two (2) entitled, "The Gateway Route 7 South Burlington, VT Site Plan," prepared by O'Leary - Burke Civil Associates, PLC, dated 12/6/99, last revised on 7/25/01, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. Prior to issuance of a zoning permit, the applicant shall post a $77,500 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 3. The applicant shall upgrade Farrell Street (formerly O'Dell Parkway) from Shelburne Road to the northeast corner of the property to City standards. The design details for the upgrading shall be the same as was approved for the O'Dell Parkway P.U.D. The applicant shall bear the expense of improving Farrell Street from the easterly sideline of Shelburne Road to the northeast corner of applicant's property. Applicant's road construction obligation hereunder shall be conditioned upon issuance of all final state and local permits or other approvals required for improvement of Farrell Street and obtain resolution of all pending or future appeals of such permits and approvals, and shall be performed in accordance with all such state and local permits or other approvals. Applicant shall provide to the City a performance bond sufficient to secure its obligations hereunder. 4. The Development Review Board, pursuant to Section 12.406(b) of the zoning regulations, modifies the front yard coverage along Farrell Street such that it does not exceed 75%. 5, The Development Review Board, pursuant to Section 26.406(b) of the zoning regulations, waives the front yard setback requirement for the addition and allows it to be 15 feet from the Farrell Street r.o.w. 6. The Development Review Board, pursuant to Section 26.256(b) of the zoning regulations, approves a total of 486 spaces which is a 9 space or 1.8% shortfall. It is the Board's opinion that adequate parking will be available. 7. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the reduction in overall size will generate zero (0) additional vehicle trip ends during the P.M. peak hour. 8. The relocation and water mains shall be reviewed and approved by the Water District. Any and all proposed changes to the water supply system shall be constructed as per the "Specification and details for the installation of water lines and appurtenances for all water distribution systems owned by the Champlain Water District, the City of South Burlington, and the Village of Jericho" manual, published January 2001, unless otherwise specified by the Water District. 9. The applicant shall comply with the requirements of the South Burlington Water Department as outlined in a letter dated 8/13/01 from Jay Nadeau to O'Leary -Burke Civil Associates. 10. Trees shall not be planted on top of water and sewer mains. 11. Concrete sidewalk shall have a minimum width of five (5) feet. 12. The new sanitary sewer line shall be bedded in 3/4 inch crushed stone 13. The building shall be sprinklered and include a fire alarm. 14. All new exterior lighting shall consist of downcasting and shielded fixtures. Any change to approved lights shall require approval of the Director prior to installation. The pole mounted lights shall be reduced to a maximum of 20 feet in height and so noted on the plans. 15. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the new building and addition. 16. Any change to the plat plans shall require approval by the South Burlington Development Review Board 17. The final plat plans (survey plat and page 2) shall be recorded in the South Burlington. land records within 90 days or this approval is null and void. The plans shall be signed by the Development Review Board Chair or Clerk prior to recording. SE GROUP Wednesday, August 15, 2001 EJ "V" E E) } Sara MacCallum AUG 2 20 City of South Burlington 575 Dorset Street City of So. Burlington South Burlington, Vermont 05403 planning & design Re: Final Plat, 516 Shelburne Road environmental Dear Sara: We have reviewed your staff comments regarding the Gateway project and have the market &economics following responses: appraisals Issue 1: "The elevations for the north and west should be provided" geographic systems The applicant has provided these elevations as an attachment to this letter. Issue 2: "The elevations should be revised showing building mounted lights" The elevations now show the location of the external building mounted lights included in our lighting plan (Sheet 3.0) Issue 3: "The north elevation has been altered since last approved by the Board. The faux windows have been removed from the clerestory level. The applicant should submit a short report addressing how the proposed elevation still provides the effect of penetration through this wall and thus provides some enhancement to the streetscape." As we have discussed, a major difference with the new plans has been the introduction of different building materials. In our previous submission it was felt that the long continuous block wall, although broken up horizontally by columns and changes in color, would benefit from an additional sense of penetration by virtue of the faux windows. Under this circumstance this approach made some sense as the windows acted as a visual terminus to the pedestrian space below and help soften the overall composition. In the new plan, however, the upper portion of the wall is comprised of clapboard rather than brick. This material change occurs roughly twelve (12) feet above the pedestrian level. This change has been further enhanced by the addition of a colored access band that accentuates the transition between brick and clapboard. 156 College Street Other key elements of the original plan have also been retained. The columns Burlington, VT 05401 are retained and extended up into the clapboard face of the wall. The ends of the walls are also slightly higher to point out the start and end points of the structure. 802.862.0098 New wood trims and paneling on the upper portion of the wall add considerable FAX.865.2440 www.segrp.com Littleton, NH • Hanover, NH • Burlington, VT • Greenwich, CT • Frisco, CO • Park City, UT • Bellevue, WA SE GROUP softness to the composition and increase its pedestrian appeal. The contrast in color (white, block, brick and accent bands) will also help break up the elevation and reduce its mass. Perhaps the most important addition to the north elevation is the more elaborate pedestrian shelter and canopy entrance at the west end. Whereas the previous plan showed a separated shelter and canopy, the new plan integrates these two elements into a functional entry to the building. Furthermore, a new north entry to the grocery store is shown on the plans. The pedestrian shelter and canopy now directs pedestrians into the store itself, unlike the previous plan in which the north elevation entered into the pedestrian canopy that served the entire project. In all respects, the new plan has a real entry into the building In an effort, however, to work with the Board on this issue, the project architect has completed some architectural studies (Sheet L4.3A) that show faux windows. These are placed lower along the brick face of the wall to increase the perception of penetration into the structure. We will gladly add these faux windows if necessary, but feel that, as we have described, the existing elements we are proposing have a strong connection to the streetscape and are to a greater degree than before, pedestrian scale. Issue 4: "The `cart corrals' are counted as parking spaces. These corrals should not be counted as parking spaces. An additional parking waiver will be needed" O'Leary -Burke Civil Associates has discussed this issue with Staff and believes that the parking counts as submitted in our Final Plat application are correct and do not include the corral spaces. Issue 5: "The landscaping plan notes that the eastern boundary should be planted per the O'Dell Parkway project. Staff would like to clarify this note as the approval of the O'Dell project never specified off -site landscaping along this boundary." As we have discussed, Eric Farrell originally submitted the proposed landscaping at the eastern edge of the property through his landscape architect, Terry Boyle. The shared boundary, on which the landscaping exists, is the result of a land exchange previously described by the applicant. According to information provided by Terry Boyle's office, the plans submitted (Sheet S2a) to the City and approved included this planting area. In any event, the applicant and Mr. Farrell are well coordinated on this issue and will ensure that all plantings proposed are installed as indicated. Issue 6: "Staff would request clarification on the size of the building to remain with addition. Is it 12,142 sq. ft. with the 3,000 sq. ft. addition or without it?" SE GROUP O'Leary -Burke Civil Associates has discussed this issue with Staff and reported that the building to remain is a total of 15,142 s.f., comprised of 12,142 s.f. of renovated space and 3,000 s.f. of additional space relocated from it present location. Issue 6: "Staff would request clarification on the size of the new building. Is it 66,328 sq. ft. with the 17,000 sq. ft. of retail or without it?" O'Leary -Burke Civil Associates has discussed this issue with Staff and reported that the new building is a total of 83,828 s.f., comprised of 66,328 s.f. for Shaw's and 17,500 s.f. of additional retail space. Issue 7: "Landscaping revision have been made. Staff will recalculate the landscaping to check if the minimum landscaping requirement is being met." The landscape architects have increase the overall number of plants within the site including trees, above and beyond the already approved plans. Enclosed with this letter are 5 full size sheets of evelations and 1 reduced set. In addition are 8, 11 X 17 booklets with these latest plans. If you have any questions regarding this information please do not hesitate to call. Best regards, Mark D. Kane Senior Associate J Owner / Develo)er Acadia Realty Trust 805 Third Avenue, 9th Floor New York, NY 10022-7513 THE GATEWAY South Burlington, Vermont A UGUS7' 151, 2001 Engineer O'Leary -Burke Civil Associates 5 Andrew Avenue, Suite 5 Essex Junction, VT 05452 Landscape Architect SE GROUP 156 College Street Burlington, VT 05401 A Aoc VItt) Git.YofSo Bnrlfngtolr Architects Scott + Partners Architects 20 Main Street Essex Junction, VT 05452 A POWL-F,Qg DST) _wu -20&00 7�1 L EGEND AREA A IARREIL REALTY' AC_-,D� Kr� , oow fwoCMAI� bOLMPARI LM n NEW ewfm -o.m6 Ac 5TAPC>ARP CAMM STALES zaNv� &�ARY New dwOKM.,as ACIV�A REALTY o w,% ov_o 5rc.C5 u NET c AC ToTAL fAd.NAGES 1D "m­ 5fWek fARA� Sy. bA RATIO •'5'2 EXMT� 5TORM rVE ----------- 6@WM AREA I-OVOkA" m 3T3 - 1.1 . E 6 LANE. 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LEVATION1 w�wt PARTIAL WIEW ELEVATION + dote revisions — ------ FF i PRELIMINARY ^ 4e1 MOT FOR �N6TRl1C'Tlpi la-w Iti1w J\ oe.Te. 7/Te/toot J ��\\ 2 NORTH ELEVAMON 1 PARMAL SOUTH EL-EVATKM L t. a < Co :3: z W 6 0 W� w r drown by uJJR date wol I file EI."dq PRELIMINARY M PLM N.::)rr Pon cxDm8TRuc-,ON A4. E>ATIE, 7/M/20.M 1�1 Sheet ' Of i (� QX 18 r .w+ � Q Q T�1� ' ,i .• box . "', I I CII�t III I� 1 L-L_L 2 EXISTINQ BULJD04G — WEST ELEVATION 1 EXISTN G BUILDING — NORTH ELEVATION axisr.n .ranarwort exi.r.n caNc. ae'aVe ex1.r.rG .rucco rw�.w ] GQOR 1•ANRD pMIDN6 E A® wes:+ AUG 2120 City of So. Burlington PRELIMINARY NOT POR CON6TRUG'TKJ4 DATE- 7/10/2001 ... c= < Co Z W O f— /Q � V > W W J F— W a, V P O 3 d C scale 1^ io'.0, project no. ee•155 drawn by uvR date twos file ELEVOTIONI date I revisions C� drwq r A4.4 177P" — Sheet Of m Z < C/) rn o z 0 t L 77( � 17� project s,:oTT + PARTW.F:G THE GATEWAY ARCHITECTS p D m Q FCLrrE 7, 9OUTH BLIFLNGTOR YERIAW 0 < , oz drwg. title 20 4h Mt— --M OW2 ELEVATIONS I^I%rlors exom t SMUWU NORTH WALL OPTIONS PUBLIC HEARING SCUTH BURLINGTON' DEVELOPMENT REVIEW BOARD The South. Burlington Development Review Board "will hold a public hearing at the South Bur- lington City Bail, Confer- ence Room, 575 Dorset Street., South Burlington, Vermont on Tuesday Au- gust 21, 2001, at 7:30 p.m. to consider the fol- owing 1. Application #CU-01 31 of South Burlington Realty Company seeking conditional use approval from Section 26.05, Con- ditional Uses, and Sec- tion 26.65, multiple struc- tures and uses on lots, of the South Burlington Zoning Regulations. Re- j quest is for permission to add standard restau- rants, not including fast food and taverns, night clubs and private clubs, to the uses allowed at 2069 Williston Road. 2. Application #CU-01- 32 of Independent Wire- less One Leased Realty ,a ration seeking conditional use approval from Section 26.05, Con- ditional Uses, of the South Burlington "Zoning Regulations. Request is for permission to install three (3] 64"x10.6"x2.7" antennas on the existing WJOY tower, 70 Joy Drive. 3. Final plat application #SD-01.45 of Acadia Realty Trust to amend a previously approved planned unit develop- ment consisting of a 130,441 square foot shopping center. The amendment consists of: 1]; razing a 114,771 square foot portion of the building, 21construc- tfon an 81,800 square foot building, and 31 con- structioning of a 3,000 square foot addition to the remaining portion of the building" resulting in two (21" buildings with a total square footage of 100,470,516 Shelburne Road. Copies of the applica- tions are available for public inspection at the South Burlington City Hail John Dinklage, Chairman South Burlington Development Review Board August4,2001 AGENDA South Burlington Development Review Board City Hall Conference Room 575 Dorset Street South Burlington, Vermont 05403 Meeting @ 7:30 P.M. Tuesday, August 21, 2001 1) Other Business 2) Report on recent site plan decisions issued by the Director of Planning and Zoning: A) Site plan application #SP-01-56 of the South Burlington School District to amend a previously approved site plan for two schools totaling 167,000 square feet. The amendment consists of: 1) adding eleven parking spaces, and 2) minor circulation alterations, 550 Dorset Street. Approved B) Site Plan application #SP-01-51 of the Humane Society of Chittenden County to amend a previously approved site plan for a 10,704 square foot building for kennel use. The amendment consists of: 1) reducing the size of the structure from 10,740 square feet to 10,240 square feet, 2) adding a cement walk, and 3) adding a gravel exercise area, 633 Queen City Park Road. Approved C) Site plan application #SP-01-48 of the City of Burlington to amend a previously approved site plan for an 110,565 square foot airport terminal. The amendment consists of. 1) adding a 347 square foot elevator tower to the terminal structure, 2) adding a 918.5 square foot covered walkway to the terminal structure, and 3) expanding the north end aircraft ramp, 1200 Airport Drive. Approved 3) Continued Public Hearing: Preliminary plat application #SD-01-34 of Daniel & Leo O'Brien, DBA Forest Park Reality Corp. and The O'Brien Family Limited Partnership for a 101 unit planned residential development and a six (6) lot subdivision, Hinesburg Road and Kennedy Drive. 4) Sketch plan application #SD-01-44 of John Larkin for a planned residential development consisting of. 1) the transfer of density from 44.82 acres of adjoining land to a 59.95 acre parcel, and 2) subdividing a 59.95 acre parcel into 52 single family lots and 72 multi -family units in 25 buildings, 1539 & 1545 Hinesburg Road. 5) Public Hearing: Final plat application #SD-01-45 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of. 1) razing a 114,771 square foot portion of the building, 2) constructing an 81,800 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building resulting in two (2) buildings with a total square footage of 100,470, 516 Shelburne Road. 6) Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west fagade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 1000 Shelburne Road. 7) Public Hearing: Application #CU-01-31 of South Burlington Realty Company seeking conditional use approval from Section 26.05, Conditional Uses, and Section 26.65, multiple structures and uses on lots, of the South Burlington Zoning Regulations. Request is for permission to add standard restaurants, not including fast food and taverns, night clubs and private clubs, to the uses allowed at 2069 Williston Road. 8) Site plan application #SP-01-45 of South Burlington Realty Company to amend a previously approved site plan for a 19,378 mixed commercial building. The amendment consists of adding standard restaurants, not including fast food and taverns, night clubs and private clubs, to the uses allowed at 2069 Williston Road. 9) Sketch plan application #SD-01-43 of Carol J. Douglas to subdivide a .66 acre lot into two (2) lots: 1) lot one a .32 acre lot, and 2) lot two a .34 acre lot, 40 Birch Street. 10) Public Hearing: Application #CU-01-32 of Independent Wireless One Leased Realty Corporation seeking conditional use approval from Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to install three (3) 64"x 10.6"x 2.7" antennas on the existing WJOY tower, 70 Joy Drive. 11) Site plan application #SP-01-46 of Independent Wireless One Leased Realty Corporation to amend a site plan for a tower 300 feet in height. The amendment consists of installing three (3) 64"x 10.6"x 2.7" antennas on the existing WJOY tower, 70 Joy Drive. Respectfully submitted, Raymond J. Belair Administrative Officer MEMORANDUM To: South Burlington Development Review Board From: Raymond J. Belair, Administrative Officer Re: August 21, 2001 agenda items Date: August 17, 2001 3) DIRECTOR OF PLANNING & ZONING'S REPORT Enclosed are the Findings of Fact and Decision for the following site plan applications: A) Site plan application #SP-01-56 of the South Burlington School District to amend a previously approved site plan for two schools totaling 167,000 square feet. The amendment consists of. 1) adding eleven parking spaces, and 2) minor circulation alterations, 550 Dorset Street. Approved B) Site Plan application #SP-01-51 of the Humane Society of Chittenden County to amend a previously approved site plan for a 10,704 square foot building for kennel use. The amendment consists of: 1) reducing the size of the structure from 10,740 square feet to 10,240 square feet, 2) adding a cement walk, and 3) adding a gravel exercise area, 633 Queen City Park Road. Approved C) Site plan application #SP-01-48 of the City of Burlington to amend a previously approved site plan for an 110,565 square foot airport terminal. The amendment consists of. 1) adding a 347 square foot elevator tower to the terminal structure, 2) adding a 918.5 square foot covered walkway to the terminal structure, and 3) expanding the north end aircraft ramp, 1200 Airport Drive. Approved 4) DAN & LEO O'BRIEN — PRELIMINARY PLAT APPLICATION — 101 UNIT PLANNED UNIT DEVELOPMENT, OLD FARM ROAD & KENNDY DRIVE This project was continued from the July 10, 2001 (memo enclosed) meeting as the application was incomplete. The applicant has submitted a traffic report since the July 10t" meeting (enclosed). The layout for the condominium portion of the project was revised and two (2) units were added. The project consists of a 103 unit planned residential development in 21 buildings and a six (6) lot subdivision, Hinesburg Road and Kennedy Drive. Densi : The base maximum density for this development is 106 units (15.24 acres x 7 units/acre = 106.68). The normal maximum is 130 units (18.66 acres x 7 unite/acre). The applicant is proposing 103 units. DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Sewer: The sewer allocation requested will be provided at the meeting. It has been the Board's policy to approve sewer allocation for ten (10) years from the date of final plat approval. Any buildings for which a zoning permit has not been issued shall lose their allocation unless reapproved by the Board. The applicant will be required to pay the per gallon for prior to permit issuance. Traffic: The traffic study submitted (copy enclosed) by the applicant has been forwarded to the Metropolitan Planning Organization for comment. Staff recommends that the applicant comply with the recommendations of the report : 1) construct left -turn lanes on Hinesburg Road at Hayes Avenue to serve the project, 2) the Kennedy Drive access be configured for right -turn movements only, and 3) a median be provided on Kennedy Drive to prevent unauthorized left -turn movements. Parking: Parking requirements for lot #1 are 106 spaces and 126 spaces are provided. Proposed Park: The Planning Commission conducted a site visit on the property and will prepare their recommendations for the final plat application. Other: The final plat submittal should indicate the E911 street addresses. 51 JOHN LARKIN — SKETCH PLAN —119 UNIT PLANNED RESIDENTIAL DEVELOPMENT,1545 HINESBURG ROAD This project consists of a sketch plan application 4SD-01-44 of John Larkin for a planned residential development consisting of: 1) the transfer of density from 44.82 acres of adjoining land to a 59.95 acre parcel, and 2) subdividing a 59.95 acre parcel into 52 single family lots and 72 multi -family units in 25 buildings, 1539 & 1545 Hinesburg Road. The Development Review Board last considered a sketch plan for this property at their February 20, 2001 meeting (minutes enclosed). This property lies within the SEQ District, the Dorset Park Scenic View Protection Overlay Zone, and the Conservation and Open Space District. It is bounded on the north, west, and south by residences and on the east by Hinesburg Road and residences. Access: The applicant has revised his previous plans to utilize the r.o.w. over the McIlvane property to connect this development with Hinesburg Road. Access is proposed to be provided to phase one via a city street from Hinesburg Road, intersecting opposite Van Sicklen Road. Phase two of the development will connect the city street to Old Cross Road. Staff recommends that the access to Old Cross Road be given in dedication. The Official Map and the SEQ Map show a proposed city street which would be an extension of Old Cross Road. This proposed city street would cross through this property and intersect with Hinesburg Road opposite Van Sicklen Road. Alink street would connect the Old Cross extension road to Butler Farms. The largest cluster of the multi -family buildings would have two (2) curb cuts on the Old Cross Road extension. The multi -family buildings #1, #2, and #3 are proposed to have six individual driveways onto Old Cross Road extension. Staff recommends the access for buildings #143 should be combined into one curb cut. A curb cut to three multi- 2 DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING family buildings (U,V, and T) is proposed to be constructed at the time the Old Cross Road extension is complete. No single family lot would have access onto the Old Cross Road extension. A 30 foot r.o.w. is being reserved to provide access to an existing two (2) acre lot owned by Michael Marceau between lots #7 and #8. This access is noted on the plan. Lot size/Frontage: The preliminary plat application should include information on all lot sizes to ensure that all lots meet the minimum lot size and frontage requirements as well as any requested waivers. The preliminary plat submittal should include the approximate acreage of each proposed lot and a perimeter survey of the entire property. Densi . The applicant is proposing to transfer density from the 44.82 acres of adjoining land to a 54.95 acre parcel and five (5) acre parcel resulting in a total acreage density of 104.77 acres. This results in a maximum density of 125 units (104.77 x 1.2 = 125.724). A total of 124 units are proposed. The acreage of "development areas" as shown on the SEQ Zoning Map is unknown. The applicant should provide this information at preliminary plat in order to determine the maximum density allowable ( number of acres x 4units/acre = number of units). View Protection Zone: A major portion of this development lies within the Dorset Park View Protection Zone C. The preliminary plat submittal should include information on the maximum height of each of the lots and multi -family buildings. C.O. District/wetland buffer: A portion of this property lies within the C.O. District along drainage ways and around wetlands. This C.O. District/wetland buffer should be labeled. The lot lines for lots #17, 18, 19, 22, 23, and 24 should be adjusted so no portion of the lots project into the C.O. District. Restricted Area: Residential development is proposed in a SEQ restricted area. The Board may approve this proposal if the criteria of Section 6.606 of the Zoning Regulations are met. The applicant should be prepared to address these criteria. Staff recommends that the open space lot boundary along lots #3 - #7 be moved westerly to meet the. zoning boundary line between the development area and the residential area so these lots will comply with the Zoning Regulations. Proposed City Street: The preliminary plat application should address the City's standards for streets and which streets are to be made public. The applicant should also address Sections 401.10)(2) and 401.1(k)(2) of the Subdivision Regulations with regards to the proposed public streets. School Impact: The applicant should submit correspondence from the South Burlington School District at preliminary plat evaluating the potential impact this project will have on the school system. Street Lights: The applicant should provide street lights along all public streets. DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Utilities: The preliminary plat application should include sewer & water main details as well as details of all proposed storm water facilities and sediment control. Landscaping: The preliminary plat submittal should include a detailed landscape plan for the multi -family units and street trees along all the proposed city streets. Impact Fees: The applicant should be aware that all impact fees will be applicable to the proposed new residences. Traffic: The preliminary plat submittal should include a traffic impact study. Sewer: The preliminary plat submittal should include a sewer allocation request. Coverage/setbacks: The preliminary plat submittal should include building and overall coverage information for the multi -family lot. Setback requirements are met. Dumpsters: The applicant should note the type of screening for the dumpsters on the preliminary plat plan. Any dumpsters proposed for the multi -family units should be shown. Recreation path: The Recreation Path Committee reviewed these plans and submitted comments (see enclosed). Staff recommends that the applicant be responsible for construction of the bike path. The applicant is no longer proposing to construct a city street to connect to Old Cross Road. Staff recommends that in place of constructing this street, that the applicant construct a recreation path to Old Cross Road. Wetlands: The preliminary plat application should include wetland boundaries delineated by a wetland expert. Other: The open space and multi -family lots should be numbered. The plan should make provisions for mailbox clusters. The applicant should also clarify what is proposed for the existing two (2) acre parcel. If it is to be developed, the development must take place in the developable area. The minimum size of the proposed multi -family units should be noted on the preliminary plat application. Staff requests typical elevations of the proposed multi -family units at preliminary plat. The preliminary plat application should include street numbers. The preliminary plat survey should be stamped by a licensed surveyor and note base flood elevations. Section 412 of the Subdivision Regulations should also be addressed concerning preservation of site amenities such as trees, drainage ways, historic sites, and other features. Section 417(g) of the Subdivision Regulations should also be addressed concerning potential views and wildlife habitat. A report should be submitted addressing the PUD criteria under Section 26.151 of the Zoning Regulations. The preliminary plat plan should show the entire 99.77 acres involved in this P.R.D. 4 DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING 6) ACADIA REALTY TRUST — FINAL PLAT, 516 SHELBURNE ROAD This project consists of amending a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of 1) razing a 114,771 square foot portion of the building, 2) constructing an 83,328 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building resulting in two (2) buildings with a total square footage of 98,970, 516 Shelburne Road. The Development Review Board reviewed the sketch plan for this property on July 24, 2001 (minutes enclosed). This property located at 516 Shelburne Road lies within the Cl and C.O. Districts. It is bounded on the north by a retail building and restaurant, on the east by undeveloped land (currently proposed for development), on the south by the I-189 off -ramp, and on the west by Shelburne Road. Access/circulation: Access is provided by one (1) 40 foot curb cut on Shelburne Road and a shared r.o.w. (Farrell Street) which runs along the north side of the property. Three (3) curb cuts are proposed on Farrell Street (formerly O'Dell Parkway). The applicant will be required to upgrade Farrell Street from Shelburne Road to the northeast corner of the property to City standards (including street lights). The design details for the upgrading should be the same as was approved for the O-Dell Parkway P.U.D. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 23.3% (maximum allowed is 30%). Overall coverage is being reduced from 92.8% to 86.5% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced from 75% to 36% (maximum allowed is 30%). The front yard coverage along Farrell Street will increase from 67.5% to 75% (maximum allowed is 30%). The Board may modify the front yard coverage along Farrell Street under Section 12.406(b) of the zoning regulations. Setback requirements are not being met for the addition. It is proposed to be 15 feet from the Farrell Street r.o.w. Farrell Street is designated as a future street which has a 40 foot setback requirement. The Board previously modified this setback requirement to 15 feet in their February 2000 approval (minutes enclosed). The modification of the standards was based on the elevations of the proposed addition which were deemed to provide strong pedestrian and human scale connection to the public street as recommended by the Design Review Committee. The applicant submitted elevations of the proposed addition. Material changes have been made and a height waiver is no longer requested. The proposed materials will be a rusticated block on the bottom level and clapboards on the upper level of the north fagade. The diversification of materials will help to break up this northern wall in much the same manner that the faux windows previously approved were intended to. Staff has no problem substituting the proposed elevations for the approved elevations on this fagade. Building Height: The proposed addition will not require a height waiver. 5 DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Parking: A total of 495 spaces are required and 486 spaces are provided including 19 handicapped spaces. This represents a 9 space or 1.8% shortfall. Staff does not have a problem with granting a waver for this parking shortfall. A bike rack is being provided as required. Landscaping: The minimum landscaping requirement, based on building costs is $77,500 which is being met. Proposed plantings include: Maple, Ash, Pear, Birch, Spruce, Pine, Burning Bush, Spirea, and Yew Traffic: The applicant submitted a traffic impact analysis with the preliminary plat application. This study concluded that the reduction in overall size of the shopping center will result in zero (0) additional P.M. peak vtes. Sewer: This property is connected to the City of Burlington sewer system. Lighting: Exterior lighting consists of the following: - 10 250 watt metal halide lamps mounted on 23 foot poles - 16 250 watt metal halide lamps mounted on 23 foot poles - 13 100 watt building mounted metal halide The Director of Planning and Zoning has reviewed these lights and found them to be acceptable with the pole mounted lights. The Director recommends that the pole mounted lights be reduced to 20 feet in height. All lights must be downcasting and shielded. Anv changes to the lights shall require approval of the Director prior to installation. Dumpster: All dumpster/compactor storage areas are labeled and screened. Other: Sound barrier fences are proposed between the loading areas of the shopping center and the adjacent residential area. ')NEW ENGLAND )FEDERAL _CREDIT UNION— SITE PLAN APPLICATION. 1000 SHELBURNE ROAD Site plan application #SP-01-40 of the New England Federal Credit Union to: 1) construct an awning on the west fagade, 2) eliminate one parking space, and 3) construct a second curb cut on Laurel Hill Drive, 1000 Shelburne Road. Access/Circulation: Access is currently provided via two (2) curb cuts on Laurel Hill Drive. The eastern most curb cut is 27 feet in width while the western most curb cut is 10 feet in width. Under Section 26.103 of the Zoning Regulations only one curb cut is allowed per lot. The ten (10) foot wide curb cut was never approved. Front yard coverage is already being exceeded along Laurel Hill Drive. If the second curb cut is to be retained, improvements need to be made so that the degree of non -conformity is not increased. If this can be done staff recommends that the western most curb cut be tapered down to 20 feet in width by restoring the green area to the western most lip of the curb cut. The western most curb cut should then be labeled ingress only and the eastern most (the 10 foot) curb cut be labeled for egress only and appropriate signage erected and arrows painted in the parking lot. 2 DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Coverage/Setbacks: Building coverage will remain 17.49% (30% max). Total lot coverage will increase slightly to 61.91 % (70% max). Front yard coverage on Shelburne Road will remain 26.7% (30% max). Front yard coverage on Laurel Hill Drive is proposed to be 54% (30% max). All setback requirements are not being met. The proposed canopy will met setback requirements. Parking: A total of 21 parking spaces are required and 35 are being provided including two (2) handicapped spaces as required. Other: The plans should be revised to note the location of the proposed canopy. The note on the plans "maximum allowable setback" should be changed to "minimum setback allowable". 8) & 9) SOUTH BURLINGTON REALTY CO. — SITE PLAN & CONDITIONAL USE, 2069 WILLISTON ROAD This project consists of amending a previously approved site plan for a 19,378 mixed commercial building. The amendment consists of adding standard restaurants, not including fast food and taverns, night clubs and private clubs, to the uses allowed at 2069 Williston Road. This property located at 2069 Williston Road lies within the IC District. It is bounded on the north by Williston Road, on the west by a mixed used commercial building and medical office, on the east by two (2) commercial buildings and on the south by undeveloped land. The applicant is requesting to add the following two (2) uses to the previously approved list of approved uses for the multi -tenant building. The proposed uses are: 1) standard restaurants, not including fast food, and 2) taverns, night clubs and private clubs. This request is being made with the provision that all the uses in the building would not require more than 81 parking spaces, would not generate more than 3500 gpd in sewer demand and would not generate more than 96.6 P.M. peak hour trip ends. The reason for this type of request is so that the applicant can have the flexibility of changing tenants whose uses fall within the approved sewer, traffic and parking limits without having to return to the Development Review Board each time. When a use is to be changed, the applicant would contact the Director of Planning & Zoning and he/she would review the existing and proposed uses to make certain that it does not exceed the upper limits approved by the Development Review Board. The permitted and conditional uses in the IC District approved and proposed are as follows: 7 DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING Permitted Uses 15.101 General Office 15.102 Medical Office 15.112 Catering and food delivery use Conditional Uses 15.208 Indoor recreational facilities 15.210 Retail business (excluding shopping centers, supermarkets, department Stores and discount stores) 15.212 Standard restaurants, not including fast food 15.213 Bakery and delicatessen restaurants 15.214 Taverns, night clubs and private clubs 15.224 Personal service Access/circulation: Access is via a 30 foot wide shared curb cut with the property to the east. The legal agreement for this shared driveway has been in effect since 1982. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 22.6% (maximum allowed is 30%). Overall coverage is 66.9% (maximum allowed is 70%). Front yard coverage is 26.6% (maximum allowed is 30%). The front yard coverage calculation takes into account the proposed widening of Williston Road. Setback requirements are met. Parking: A total of 81 parking spaces including four (4) handicapped spaces and a bike rack are being provided. No combination of uses would be allowed which exceeds this limit without approval from the Development Review Board. Landscaping: No additional landscaping required or recommended. Traffic: This property is located in Traffic Overlay Zone 5 which would allow this property to generate 96.6 vehicle trip ends (vte's) during the P.M. peak hour. No combination of uses would be allowed which exceeds this limit. Sewer: The property is approved for 3500 gpd of sewer allocation. Any increase in sewer allocation would have to be approved by the Board. DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING 10) DOUGLAS — 2 LOT SUBDIVISION - SKETCH PLAN, 40 BIRCH STREET Sketch plan application #SD-01-43 of Carol J. Douglas to subdivide a .66 acre lot into two (2) lots: 1) lot one a .32 acre lot, and 2) lot two a .34 acre lot, 40 Birch Street. Access/Circulation: The applicant should revise the plans to note how access will be provide to lot #2. The requirements of Section 26.20 of the Zoning Regulations will need to be met. A 20 foot right-of-way will be required to serve lot#2. The r.o.w. should remain private and be privately maintained. Lot Size/Frontage: The minimum lot size requirements are being met for single-family dwelling units. Minimum frontage requirements are not being met because one lot has no frontage. Coverage/Setbacks: The applicant should illustrate the existing and proposed building footprints on the final plat application. Sewer: A sewer allocation request should be submitted at final plat. Landscaping: The applicant should be aware that two (2) street trees will be required for each new lot created. 11) & 12) INDEPENDENT WIRELESS ONE LEASED REALTY CORP. — TOWER ALTERATIONS - SITE PLAN & CONDITIONAL USE, 70 JOY DRIVE This project consists of a site plan and a conditional use application to amend a site plan for a tower 368 feet in height. The amendment consists of installing three (3) 64"x 10.6"x 2.7" antennas on the existing WJOY tower at an elevation of 140 feet, 70 Joy Drive. This property is located within the Commercial Two and Conservation/Open Space Districts. It is bounded on the north by a right-of-way, on the west by Joy Drive and a commercial lot, on the east by vacant land, and on the south by Interstate 189. Site Plan Criteria: Coverage/Setbacks: No effect expected. Conditional Use Criteria: The proposed project complies with the stated purpose of the Commercial Two District to "encourage general commercial activity." The proposed use will not adversely affect: a) the capacity of existing or planned community facilities. No effect expected. b) the character of the area affected. No adverse effect is expected. G� DEVELOPMENT REVIEW BOARD MEMO AUGUST 21, 2001 MEETING c) traffic on roads or highways in the vicinity. The proposed use is not expected to affect traffic. d) bylaws in effect. The proposal is in conformance with the zoning regulations. e) utilization of renewable energy resources. There is no utilization of renewable energy resources to be affected. f) general public health and welfare. No adverse effect expected. 10 Board 3urlla ®aa Flapamng & Zomng To: South Burlington Development Review Board From: Juli Beth Hoover, AICP ' °�`', Director of Planning & Zoning RE: Planning Commission Meeting on SEQ Roads Date: Friday, August 17, 2001 I would like to give you all a summary of this past Tuesday's Planning Commission meeting on SEQ roads, paths, and open space connections. The meeting was very well attended and very productive. We were all pleased that Mike Munson, Williston's town planner, attended and participated in the meeting. I would summarize the major "consensus items" as follows: NO road connection of Van Sicklen Road to Old Cross Road at this time. The group's consensus was that while it is prudent for the City to reserve such rights - of -way as would be needed to connect Old Cross Road to Hinesburg Road through the Marceau Meadows subdivision, it was NOT desirable to connect these roads at this time. There is serious objection to creating such a direct connection across the SEQ, past plans and the official map notwithstanding. Where is more support for connecting the north -south roads with circuitous routes through neighborhoods, as discussed below. Incidentally Dike -Munson said that Williston would "object less strenuously" to development near Van Sicklen Road if this connection is not made. 2. Four-way intersection for Marceau Meadows Road at Van Sickleryuinesburg. It was the consensus of the group that for the Marceau Meadows project, creating a four-way (90 degree) intersection for the Marceau Meadows road with Van Sicklen Road and Hinesburg Road is vastly preferable from a safety and traffic control standpoint. 3. Interconnect neighborhoods with neighborhood -scaled roads. There was strong consensus that it is appropriate to connect new and existing neighborhoods with what one might describe as "neighborhood scaled" roads. The feeling might be summed up as "Make it possible for traffic to get from Butler Farms to the Cider Mill, but don't make it probable that traffic will drive that way." One angle the DRB Haight consider is using the City's street standards to "right - scale" the roads in the subdivisions. The City's street standards provide for standard residential/commercial/industrial streets with curbing and 15 foot paved travel lanes. They also provide for "low density residential" streets with 12 foot paved travel lanes and no curbing. For connector locations where sewer lines do not need to be run, and the purpose is simply to provide local roadway kIEMO connections, roads built to the love density residential standards might be an appropriate way to make connections without encouraging high -volume, high- speed through traffic. 4. Work to create lar eg r Zen space blocks without a bisecting r®ad. 'Where was less consensus on the best course of action for the proposed open space areas for the Marceau Meadows and Chittenden proposals. Where is a right of way that could be used to create a road between Dorset Street and Hinesburg Road through the Chittenden property. Some believe this would be beneficial as it would create a Dorset -Hinesburg connection without funneling traffic onto Van Sicklen Road. The downsides to this proposal are that the intersection with that right -of way and Van Sicklen is extremely poor for traffic safety, and that this road would bisect a large area of usable agricultural land. The Planning Commission's general feeling is that creating a large, contiguous block of conserved open space is preferable to having a connector road go through. Where is more support for finding a way to connect the Chittenden project to the Marceau Meadows roadway netAiork--or at least reserving the potential to do so in the future --rather than splitting the open space area. 5. Su2poft c®nnpletion of Swift Sb—.et Extension as the major east -west road, with only local connector roads south of it. There was substantial agreement among the planning Commission and the group attending that the Swift Street Extension is far and away the most appropriate and effective cross-town connector that could be made. The feeling is that the City should focus on making roads "neighborhood -scaled" south of Swift Street, and keep the higher volume traffic to Swift Street and points north. This is very consistent with the Comprehensive flan. 6. Suv2ort a new interstate interchange at Hinesburg (toad. The Commission and public both strongly favored creating a new "Exit 12.5" as a good way to relieve pressure on Van Sicklen and other SEQ roads. The current administration in Montpelier has put a hold on any new interstate interchanges with the stated intent of preventing sprawl. A counter -argument, which the Planning Commission and the public supported, is that improving interstate access would relieve pressure on Van Sicklen Road that detracts from the open space character of the SEQ. It is clear that having an interchange would allow much easier use of the interstate to get to Williston, where currently Van Siclden is the only alternative to the Dorset/Hinesburg to Kennedy to Exit 14 route. Both Williston and South Burlington support creation of this exit and are pressing Vtrans to begin scoping. GATEWAY PLANT LIST KEY BOTANICAL NAME COMMON NAME QTY. SIZE TREES AF Acer x freemanii'Autumn Blaze' Autumn Blaze Maple 30 2 1/2-3" Cal. L FP Fraxinus pennsylvanica'Patmore' Green Ash 17 2 1/2-3" Cal. @ PYu FS Fraxinus pennsylvanica'Summit' Green Ash 39 2 1/2-3" Cal. @ 1( 76 PC Pyrus calleryana "Chanticleer" Callery Pear 34 2 1/2-3" Cal. SHRUBS EA Euonymus alatus'Compatus' Compact Burning Bush 248 24-30" + � Si Spiraea japonica'Little Princess' Japanese Spirea 294 18-24" K7 -, TC Taxus cuspidata densiformis Spreading Yew 189 24-30" C 66 = -162 EASTERN BERM PLANTINGS (IN COOPERATION WITH ODELL PARKWAY PUD) KEY BOTANICAL NAME COMMON NAME QTY- SIZE TREES AL Amelanchier canadensis Serviceberry 5 5' clumprl AS Acer saccharum'Green Mtn' Green Mt. Sugar Maple 12 2 1/2-3" Cal. o BN _ Betula nigra'Heritage' Heritage River Birch 7 8-10' Single Stf co / FE Fraxinus americana'Empire' White Ash 14 2 1/2-3" Cal. PG Picea glauca White Spruce 28 6-8' PS Pinus strobus White Pine 69 6-8' �4 6,1 8' SCREEN FENCE �4 GATEWAY PLANT LVIT MY. BOTAMCAL NAW COhUdORNAME QTY, - 517E -_. REMARKS ___.... TRBB4 AF Acer a f—i'AuWmo Blau' A— Blau Maple 30 2 1l43• Cal. B&B, 6 Branching HL 04--) FP F-inus pea. yl"-w:'Pat aXe Green Ash 17 2 VD3' Cal. B&B, 6 Bnnching HL (Mla) ITS Iraninus pennsylvanice'Sum..it' Green Ash 39 21lb3'CeL B&B, 6'Branchiog HL(MiD.) PC Pyrua calicry.."Chmtideer" Gallery Pear 34 21/2-3'CLL B&$ 6' Branching Ht.(Min.) SHRUBS EA Euunymus alan,s'Cumparur' Compact Burning Bch m 21-30• B&B, Ilcavy, Plant 30" ox. Sf Sp=jal-i-T.Ttle Princess' Japaneu Spires 294 15-24• C.G., Full, Plant 24"o.c. 9 iEASTERN BERM PLANTINGS (IN COOPERATION WITH ODELL PARKWAY PUD) �� ,:6MY EICITANWAI�NAMB CON � NAW SIZE REMARKS PO Pit,- II While Sp— 29 6-81 Cfiaew ■n•l,e . ■oI■ � •,_r= .r a 8if.5�lu'F [re:.9 rain ■Har■ ,,'a' su,�. d w G! e_ y� g" ;s a>,crA " age$ Isv6` , '�'►I 43t¢xt1a6*� CEL w r i3C; 6 a. jc�e •. F. A A 17 a e' — as�rrP�M» g: n ��� ■'as,:■ �ds5i�5, 4pexy ►tS� rex�x . rBi� rex� •Asa TE:F:a! �., Pii cr �•s'� Fs ., .. a . rffr� 0� reALONG • ■rxvlNDSCAPERFRM WILLBETOSPECIFICATIa yypgTILE , a iz APPLICATION OLITIDIEDa IN FARRELL STREET a.a� +PUT,• !� are Q � ■ ar 1�'$b rea�e �. g�arri I J g;r I BIKE RACK IEXTENDEDI alb ...., mar "fas a I■` '..., �). `� l � ..... �a�. ■ �+! I•,all �p�� ice( �,�� �� � � r— M 1679.B:d BUS SHELTER -- 3 SCREEN FENCE BIKE RACK ...._.— -I " BENCH J p EXTTNDFD CANOPY-- - Wpp-ATTI K 1l----�l �aC�OVERED CONCRETE SIDEWALK LANDSCA_P_E A DETAIL SCALE: V=20' n a O � I O N #� a. 9 VT r^t O ■ ■ ■ I' Ki00000000� a�0000 o�io� o 4,l00�0".00000�000���,OO�pS LANDSCAPE DETAIL SCALE: 1"=10' I i � � ,.. '• -__ _.. i -_. b _ ..__ � •b>NBcs Ibfparet� 16,gRr52/ . �Fs V IF 1 I i -J�I V EXISTING MAPLP. TREE - TO REMAIN I� Y , If. IFtlu2 a X R)qORNAMENTAL W D-TII`� GRAPHIC SCALE a ao planning & dealgo I�c uu sa.�I 1 inch - 40 1! q,we(M)sa.coae 3EGROUP a°'"'° 0 aeaRaaa,aa 0 Nm,aN,a. 0— ®�wmle�•, THE GATEWAY a„E /01 °ra'a.� its ": O°L,EARY—BURKE aKw CML ASSOCIATES, PLC aTulE v munleuul13lug n aAa s»ar a scuc 3 ANDWW AIENUE, SUITE a LANDSCAPE PLAN ESSEX XT., yr t".w' Prrcwe ale-99vD 1 TOTAL P6C�RCEL 424,554 q.Tt. 9.74 ea A� COMMERCIAL DISTp� M 1 NEv RIM I e' j I _ t I II ;T sat35 u SORYS IN I � I reOIOSED DY kz-. A NEW ENTER- VALVE PRISES oN A AN ENTITLED PLECTx1. O WARK- MANHLLES WAY OY CIVIL ENGINEf!RING ELECTRIC ASSOCIATES. "-e5 1 '.RANSPORMER NA= DEN FKANCLIN KIM ffal EX SNH KIM 213>A C" CI IN •205.92 Q" i IN •20677' IN 2FJ141 OUT .3pS 2E' b1 ER LINE REMOVED rI_ 1 It � I r 6.-DYED FROM CONVEYED TO AREA LEGEND AREA A FARRELL ALAOIA REALTY 0.053 AC MMOXRR' EXISTING fMCEL INFORMATION L NtEA D IA REALTY NEW ENtERPRISE5 -O. r16 AC OOIMDARY LIME - i AREA. C. S AGADIA REALTY OM3 lc HA� AP NRD M ENG SPACES 5" ZONING, DOtNDARY -__ .... NET 0 AC 11.! TOTAL PARKING SPACES 510 EXISTING SEWER PIPE --5--_-_--- 111 r PARKING SPACES/1000 5F. &L.A. RATIO 4.52 EXISTING STORM PIPE - - -- -__--- \ GREEN AREA COVERAGE 30.373 5F 11 Z TERWIL PAVED CIE CCOYERAGEERAGE 130.441 IF 30.7 Z EXIST NG LINE ------ W -- ----'- PAVED OR CON RETE cOV 26J 740 IF 67_I rS LWNAETERVALVE. 1 ---._ PARCEL AREA 424,55,1 5F IDO.O Z OVERHEAD WIRE- _ CO -� I ✓� � `_ •-__. I E_ ^ I� I rnMP yPY I ]O. 4j FRONT YARD COVERAGE UOZ HN%.1 EO SI EASEMENT - - 1 -� 1_ NP N N139 GUARDRAIL ....._..� �.. ...,_._.. ..�� II S \ T /II _ ...-^_- /_ M' OIJT 21-1 \\ PROPOSED "PARCEL INFORIATION' II p/ Jf CHAIN LINCED FENCE -••-�'/INSTALL 51L7 - _ STANDARD PARKING SPACES 467 ..,.. RELOCATE HYDRANT IOR TO DEGINING '• E _9 _ _ HNDICAP SPACES h IRON PIPE FIXRO IIPFI O CONSTRUCTION I R Y - ,i1 SEC, PROPERTY I. y, .��. i � TOTAL PARKING SPACES 4ep REDAR FOUND IRDFI L.. GATE VALVE OF C 1 ,`` 'An +'• PARKING 5rACe5/GLA. RATIO 4.1S I GIP OUT?I /3 ARIA 'A CONCRETE MONLNENT FOUND ICMFI ■ GREEN AREA COVERAGE 17.211 IF U.5 Z UTILITY POLE WITH GUY WIRE gyp, �__-. __ ��_.e-®•.. .. ....+�®._�_T' I+�-�.... / PVCCq. J C.A - FORAER PRO/EI[TY LIME WILDING AREA COVERAGE 10.170 X 23.3 f LIGHT ',\ F VED OR CONCRETE COVERAGE266.367 5F 63_2 Z GH t} �- \\ PARCELAREA 424.56 N O Z HANDICAP PARKING SPACE C 4 100 FRONT Y�DD COVERAGE FARRELL STREET 130Z MAXI • 75.0 ! ELECTRIC TRANSFORMER -•.p I - FRONTT COVERAGE S/ELEIRtFE ROROIX)Z MAXI b0 Z - - - - - - - - I � IIy N MONITOR WELL h 12"PE CIS ----- - B _ % � I � FINISH NOT GRADE 212.7 x EXISTING GRAPE CONTOUR-- �, - h �p _ !I STORMwATER �TREATMENT SYSTEM FINISH GRADE CONTOUR CONTRACTOR SHALL FIELD VERIFY O W INVERT OF EXISTING O' CUP Mp �U INCITE, WATER SERVICES FROM THE SILT FENCE SET VORTELHS ACLORPINGLY U Wa CITY OF DLRLINGTON AND TFE UNDERORAIN WITH CLEAN -OUT �I I,' DESIGN FLOW 7.63 GFS Q Nh CITY OF SOUTH DURLINGTON SHALL 0-----------'-- i- \ " 2 NOT DE INTERCONDECTED EITHER ry r ,163 / �- ®Q \ \ EXIS W CAP TO OW INSIDE OR OUTSIDE THE DVILDING. ELECTRICAL VAVLT IK.30.51 W/2-4' PVC CONOVITS-E -E- ,I JJJX""" / .._. OUTFALL ALONG, I-M1 RAMP �.Uy 8 / _ I�uYAS', nRF. . 1 AL VAULT W-4 PVC LONOIT -- O W -s OIEX S" CARP NEW WATERLINE GATEVALVE _. ILT FENCE -" >, \ CONTRACTOR SHELL NEW STORM LINE WITH CATCH DASIN IT re -- -TL OWER .2.4" STO �• C C 5T 1 µ_ >CCOIDIJWSRW-OD NEW GAS LIME P \ REPLACE � NEW SEWER LINE T RMt RS THE VERTIDAL DANM ON THIS PLAN WAS ESTABLISHED FROM RELOCATE EXISTING C - WATERLINE AND _ VERMONT NAVD 88 CMI-31ONSHOT /54R0 SHOWN AT LEFT REHgVE 0.D ELEV =213.73' ■o■mptel T'H E C : AFV ��/RrIP(>AED SI il'1HMARhI/ A > I,-v� ID AL RG°FAIf 'iA'AxL p M i•J 1 - I v al a•� n��1 � - .,Y 1 Ali ■ � - N.II - u_� '.• O 5OR l5 PVC 5q 0p4 L•lI„ A No . - C 35 PVC S•0.004 L-20I 4 L GJ r � 1 � _ RELOCATE N1Y\L�ANT ♦ GATE VALV! 'PiT` -t-i Ttt - - � _ / � ��'•. / __ PARK yT..wm9I1aNN E.,.wDnN11e RRVIRWI e9eld, TlN ZI ■MTIn■NII V4mTaR 9n nN _ dRY a.�, N NM TNWwW.Tx■.a w RRq mMNOTIoa RRW -f ORYa THE CONTRACTOR SHALL NOMY'01GSANE• AT In a CIwM I-SW-OIC-SAFE PRIOR TO ANY EXCAVATION. --- .---.. �"� �•�•�••;e����l�111111111111111�?�11 1 ' alr'i � e■� �� i 1 1=' ! �■ IIG ii LTG CXI5TIN6 MALL 09 SIGNS -• 1 NEw U.S. ROUTE 7 SHELBURNE ROAD To MAT' t11p WNN rS•0.09 /I I , I .11 _HYOIt NT TO I0k20W CONCRETE WAD FOR LRPSTER , WITH O 'ALL (v' STOCKADE PENCE NEW STORM OP.AINAGE STRUCTURES - GISI CD7 ---- RIN21200' K-20AT0' U" re oUT•2064C 6" re I10]04.50' 4' rE UD IW206U W re ouY•2o w MtI 1200'��� . fit" IE,YF Tj .�II re 12' -12- Pl:• VC,TNl07+n�1 2A2 ' re UD 1M21.2f)60' KI. (AJ RIM•20150 PC OO P• CARP 205DO' ' T 7. C- t rE IOU -5 4,'. 20e0 M' rE P 114400' s re VO our•aoe.5 n re LD IN2r2ono' C64 '0 hryRI.N2O00'�oe I'rt �K IIIW2120U L ( rE YV'A U 1 1 i 111� 2oe.5' c05 ST RIM•214.00' RIW21010 O' re W20ST3' O- re IM203.05' W re oUT-mM ' D' M OUT-W3.05' COO It-2ILD' D' re IN20S0' D' M OUT•2pS.0' GRAPHIC SCALE NR N( w rzcr )n eLj Nolen, 1 Imh . 40 ft N I W I. EXISTING SITE IN-TION WAS OSTAIND FROM A GRdMD SLRVCY LOVIPTCO eY 011-1-e{.RRE -11L A-ATES eE-k 6- - '- EXISTING UNOIItGRpMD OTIL TY LOCATIONS 'NNE DERIVED IRON THE ISEST AVAILADLE INORMATION HILLW111G MY>K-N. 1-1- OF LOVERS. LOCATED, -I, NYoRNIT MIP OTI6R-TINENT AISOVE ", OT ILITICS AND A " TIT-M TOROMET OET CENTER SITE a UTILITIES RAN FACTORY NRIU co r, &T NATE- IJ ISY F TZPATLLC DATED MARCH .1 J. OATN ON THIS RAN W >TACLISH45J ON VCR40NT NAVD MUSING IICN.APl1T THE 6M1-3. LOCATED ON THE SOUM ISLND NI PROM OF OCN FRNR.l.W 4, THE CONTRACTOR •AIKl RCNOVE AM EXCESS OR IWORT ANY R IREO LNTERIALS AS NCfOEP. �.�.� 5. THE LONTRACTOK SHALL REMOVE ALL THE EXISTING PARKING LOT LIGHTS AND DASES TIC CONTRACTOR HMY WTM THE OWNER'S KRMISSIOR- M YLLE - EXISTING AS 1 ANOTOR I LONLRET[ OR REIpE IN LOMTRULTHG M NEW -I-US M•211A PVC N-2006' T TK PAVEOT CONTRACTOR MAIM- RNLI-UOE ALL STOI ISMS. PMRMXa STALL LHISTRIr NG HV.NDILM fARKNG STALLS LRO>SWALx> YIRE LANE AND 'ND MARKING" NARKMMiS. AND fAINTEO ARROWS IN THE Pur- ovr :rola enx e10 0T.>OIT74 �ApTT!■ ,�- i AflONIT@C{H ��� r,M. DI■ml■g&daip SDK n> Nv P eozassST I. eozsaz7e4 SE G ROL1P row'. IINxI AeT+me ` °"' PIRnn1nR fss (Wlil b6.5.Uq vNH� ' InT OTIor• ,@*'-^TMV�+^ IIISAI ,lmro, +IM1 T/24/M caWu As fu .APImoN R )/5M Nm9 IaL ./TK�N NEW.Y a � , N,M.�EN �M6N5 aH� .R,.NANT � >o9I 1■L. i In.ro, ALNNw .EN pY. � SwTN MWI.WTWI TTNNE,nS NR !n-/ Ie,naxs AS fw mNM MRM4TOI RA- Rp.-T IeR NR ww. A'4 c9HRWxTs eY Na 01/111 A It.,",OBCA EI N NAWN�� o .■,ANNAN, 6 (, ,o ; . MK o N MT TIC GATEWAY P..K " OILEARY-BURKE SOUTH URLIN&TOVT 99a64 =99064-52 CIVIL. ASSOCIATES, PLC ROUTE 7 ,�„ .. _ _ _ -_ _ _ _ _ '/%fA�•fl®,V\,� P'p 5 ANOREW AVENUE. SUITE 5 SITE PLAN RNCW r1Oe-�fCTCTp "IS 1NS PA tll/� A,, PNOW 878-9990 AT TCHDA61 p11N 5-000 1•'w FAX.' 8]8-9989 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONE14G 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 15, 2001 Mr. John Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 Re: Final Plat Application 516 Shelburne Road Dear Mr. Hogan: Enclosed is the agenda for next Tuesday's Development Review Board meeting, and my comments. Please be sure that someone is at the meeting on Tuesday, August 21, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincere)y, Raymond J. Belair Administrative Officer EnclAd CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 15, 2001 Mr. Paul O'Leary O'Leary -Burke Civil Associates 5 Andrews Avenue, Suite 5 Essex Junction, Vermont 05452 Re: Final Plat Application 516 Shelburne Road Dear Mr. O'Leary: Enclosed is the agenda for next Tuesday's Development Review Board meeting, my comments, City Engineer's and Fire Chiefs Comments. Please be sure that someone is at the meeting on Tuesday, August 21, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sinceroy, Xz Raymond J. Belair Administrative Officer Encl./td CC: John Hogan Acadia Realty Trust i DEVELOPMENT REVIEW BOARD 24 JULY 2001 PAGE 7 Mr. Cameron moved to continue the application until 18 September in order to invoke technical review of the traffic study. Ms. Quimby seconded. Motion passed unanimously. 5. Sketch plan application of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of 1) razing a 114,771 sq. ft. portion of the building, 2) constructing an 81,000 sq. ft. building, and 3) constructing a 3,000 sq. ft. addition to the remaining portion of the building, resulting in two buildings with a total square footage of 100,470 sq. ft., 516 Shelburne Rd: Mr. Hogan said the correct square footage is 98,870. Access and circulation would be the same. The Farrell St. access is also the same. Coverage and setbacks would not change. The new building would not be higher than 35 ft. 495 parking spaces are required. 486 are provided. Green space has been increased. The fence in back will be raised from 6' to 8' to provide a better noise buffer. There will also be a screening wall by the loading dock. Mr. Kane noted the fence will be similar to the Lowe's fence. It is also located on top of a berm so it is actually 2 ft. higher. Ms. MacCallum noted that the Board can restrict the times that deliveries are made and also times that dumpsters are serviced. Mr. Hogan said the integrity of the north wall will remain. Mr. Kane indicated they had met with the city arborist. The tree species will be about the same but there are more trees proposed. Three different species are proposed, more diverse than usual in a shopping center. Mr. O'Leary addressed drainage. The front drains into the City of Burlington. The rear goes to a culvert. He said there will be less runoff than exists today. There will be no on - site pond; water will go right to the brook. Mr. Dinklage said they should consider an underground cistern that would delay the flow. Ms. Hoover asked if there is a possibility of depressed islands in the parking lot or other stormwater improvements. Mr. O'Leary said probably not, but they can look at it. O'Leary -Burke Cir dAssociates, PLC C July 13, 2001 Mr. Ray Belair, Zoning Administrator C_ v" el City of South Burlington o 575 Dorset Street South Burlington, VT 05403 , 5° a�a RE: Final Plan Application for The Gateway C Shelburne Road, So. Burlington, VT. Dear Ray: We are writing on behalf of Acadia Realty Trust in regard to the above mentioned project located on Shelburne Road. As discussed previously, we are modifying the layout of the proposed buildings on the parcel. This modified layout, combined with the new parking configuration ultimately increases the green space from the original 7.2% to 14.0%, an increase of 28,980 s.f. The biggest change in green space occurs along the Shelburne Road frontage with the width of the green belt being increased by approximately 10'. This increases the front yard coverage of Shelburne Road from 80.5% to 36.0%. The building coverage was reduced by 7.4% or 31,471 s.f. The parking spaces were reduced from 590 to 489 spaces, which has a parking space to gross leasable area ratio of 4.94, less than the required ratio of 5.00. Therefore we would request a waiver of 6 spaces for this project. Based on the 6'h Edition of the ITE Trip Generation Manual, category 820, Shopping Center, the expected PM peak trip generation will be approximately 371 vehicles. The previously approved plans included razing approximately 75,667 s.f. of building. With the modified layout of buildings and additional square footage of new building, approximately 118,321 s.f. of building will be razed. We are including the following for your review: 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET SOUTH BURLINGTON WATER DEPARTMENT August 13, 2001 Kevin LaRose, E.I. O'Leary -Burke Civil Associates 5 Andrew Ave., Suite 5 Essex Jct. VT 05452 RE: The Gateway, South Burlington, VT Dear Kevin: 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 We have reviewed. the revised final plans, last revised 7-25-01, on the above referenced project. Below are my comments: 1. Acceptable hydrant models shall include Waterous Pacer. All new hydrants shall have drains plugged prior to. installation. All new hydrants shall include hydrant flags. 2. No underground utility should be designed or installed within four feet of the water main from either side, from the top of the main to finish grade, with the exception of storm ,water and sanitary sewer as allowed by the City of South Burlington Specifications and the VT, Water Supply Rule. 3. The SBWD shall be contacted in writing at least 7 days before the start of actual construction, and shall arrange a meeting if needed with the contractor and engineer to discuss the project. 4. The SBWD shall be informed of any further changes associated with this project prior to construction. 5. The SBWD shall be notified in advance to inspect all joint fittings, cut and caps, main line taps, thrust blocks, appurtenances, and water line crossings prior to backfilling. 6. The SBWD shall be notified at least 2 days in advance of any proposed testing, and must be present to witness and accept all tests. 7. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system construction. I 8. The water line and all appurtenances shall remain private and continue to be subject to all associated fees. 9. All construction drawings and plans shall have a note stating "All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for All Water Systems Owned by the CWD, the City of South Burlington, and the Village of Jericho." 10. After the above items are corrected and if there are no other changes to this plan the South Burlington Water Department approves this project relative to all water line and appurtenance construction. If you have any questions, or I can be of further assistance, please call me. Sincerely Superintendent Jay Nadeau Cc: Sara MacCallum DEVELOPMENT REVIEW BOARD Arborist's Comments for 7/24/01 meeting O'Leary Burke The Gateway Overall the plan looks pretty good. I still recommended reducing the number of green ash. "Autumn Blaze" Freeman maple is a good choice near buildings due to Qaafteil-{orm. cc- I CITY ENGINEER'S COMMENTS FOR 8/2I/0I DEVELOPMENT REVIEW BOARD The Gatewav - Shelburne Road i. Sidewalks should have a minimum width of five (5) feet especially those that will be plowed by the City. 2. The new sanitary sewer shall be bedded in 3/4 inch crushed stone. 3. Large trees should not be planted on top of water and sewer lines. Marceau Meadows-PIinesburz Road i. Layout could be improved if the multi -family units street was opposite Rebecca Drive. It is offset about i5o feet. FIRE CHIEF'S COMMENTS FOR 8/2i/oi DEVELOPMENT REVIEW BOARD MEETING Sketch Plan, 1545 Hinesburg Road - The multi -family units should be sprinklered. z. Final Plat, 510 Shelburne Road - The new construction should be sprinklered and include a fire alarm. To: Applicants From: Sarah MacCallum, City of South Burlington RE: Project Staff Notes Date: August 9, 2001 SD-01-45 Final Plat, 516 Shelburne Road Previous Action: Sketch plan review on July 24, 2001. Overview: Final plat application of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of 1) razing a 114,771 square foot portion of the building, 2) constructing an 81,800 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building, resulting in two (2) buildings with a total square footage of 98,870, 516 Shelburne Road. Issues: ■ The elevations for the north and west elevations should be provided. ■ The elevations should be revised to note building mounted lights. ■ The north elevation has been altered since last approved by the Board. The faux windows have been removed from the clerestory level. The applicant should submit a short report addressing how the proposed elevation still provides the effect of penetration through this wall and thus provides some enhancement to the streetscape. ■ The "cart corrals" are counted as parking spaces. These corrals should not be counted as parking spaces. An additional parking waiver will be needed. ■ The landscaping plan notes that the eastern boundary should be planted per the O'Dell Parkway project. Staff would like to clarify this note as the approval for the O'Dell project never specified off -site landscaping along this boundary. ■ Staff would request clarification on the size of the building to remain with addition. Is it 12,142 sq. ft. with the 3,000 sq. ft. addition or without it? ■ Staff would request clarification on the size of the new building. Is it 66,328 sq. ft. with the 17,000 sq. ft. of retail or without it? ■ Landscaping revisions have been made. Staff will re -calculate the landscaping to check if the minimum landscaping requirement is still being met. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the final plat application with the exceptions noted above. Additional information should be submitted no later than August 15, 2001. Recommendation: Staff recommends that this application be authorized to proceed for final plat consideration at the August 21, 2001 meeting. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 20, 2001 Mr. Paul O'Leary O'Leary -Burke Civil Associates, PLC 5 Andrews Ave, Suite 5 Essex Junction, Vermont 05452 Re: Sketch Plan Application 516 Shelburne Road Dear Mr. O'Leary: Enclosed is the agenda for next Tuesday's Development Review Board meeting, my comments, the Engineer's, Arborist's and the Fire Chief s comments. Please be sure that someone is at the meeting on Tuesday, July 24, 2001 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. Sincerely, Sarah H. MacCallum Associate Planner SM/td Encls. DEVELOPMENT RIEVIEW BOARD lEi 0 JULY 24, 2001 1-MEIETU1G b) the character of the area affected. The proposed outside display area may detract gora the character of the area. c) traffic on roads or highways in the vicinity. The proposed use may adversely impact traffic by increasing traffic above the normal standards without producing a net benefit for traffic flow in the vicinity. d) bylaws in effect. The proposed building complies with the bylaws in effect. e) utilization of renewable energy resources. There is no utilization of renewable energy resources to be affected. f) general public health and welfare. No adverse affect expected. 5) ACADIA REALTY TRUST — SKETCH PLAN — SHOPP 14G CENTER AMENDMENTS, 516 SHE LBURN E ROAD This project consists of sketch plan application to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of 1) razing a 11.4,771 square foot portion of the building, 2) constructing an 81,800 square foot building, and 3) constructing a 3,000 square foot addition to the remaining portion of the building, resulting in two (2) buildings with a total square footage of 100,470, 516 Shelburne Road. The Development Review Board approved the final plat for this property on February 20, 2001 (minutes enclosed). This property located at 516 Shelburne Road lies within the Cl and C.O. Districts. It is bounded on the north by a retail building and restaurant, on the east by undeveloped land (currently proposed for development), on the south by the 1-189 off ramp, and on the west by Shelburne Road. Access/circulation: Access is provided by one (1) 40 foot curb cut on Shelburne Road and a shared n o. w. (Farrell Street) which runs along the north side of the property. Three (3) curb cuts are proposed on Farrell Street (formerly O'Dell Parkway). The applicant will be required to upgrade Farrell Street from Shelburne Road to the northeast corner of the property to City standards (including street lights). The design details for the upgrading should be the same as was approved for the O-Dell Parkway F.U.D. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 23.3% (maximum allowed is 30%). Overall coverage is being reduced from 92.8% to 62.7% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced from 75% to 36% (maximum allowed is 30%). The front yard coverage along Farrell Street will increase from 67.5% to 69.9% (mW- imum allowed is 30%). The Board may modify the front yard coverage along Farrell Street under Section 12.406(b) of the zoning regulations. DEVELOPMENT RE W BOARD EIMC, DULY 24, 2001 1EETIINI Setback requirements are not being met for the addition. It is proposed to be 15 feet aom the Farrell Street r.o.w. Farrell Street is designated as a future street which has a 4.0 foot setback requirement. The Board previously modified this setback requirement to 15 feet in their February 2001 approval (minutes enclosed). This modification of the standards was based on elevations of the proposed addition which were deemed to provide a strong pedestrian and human scale connection to the public street as recommended by the Design Review Committee. The applicant should submit elevations with the final plat application to ensure that the proposed addition still achieves a high level of communication with the streetscape. Building Height: The previously approved addition was approved for a maximum height of 45 feet under Section 25.113c of the Zoning Regulations. The applicant should submit information on the maximum height of the proposed addition at final plat. Parking: A total of 503 spaces are required and 471 spaces are provided including 19 handicapped spaces. This represents a 32 space or 6.4% shortfall. Staff does not have a problem with granting a waiver for the parking shortfall. A bike rack is being provided as required. Landscaping: The applicant should submit building cost information and a landscape plan with schedule at anal plat. Traffic: The applicant previously submitted a traffic impact analysis for the February 2001 approval. This study concluded that the reduction in overall size of the shopping center will result in zero (0) additional P.M. peak vte's. Sewer: This property is connected to the City of Burlington sewer system. Lighting: The applicant should submit any changes to the approved lighting at final plat application. Plans should depict the location of all exterior lights and cut sheets should be submitted noting the wattage, type, and height of each proposed exterior light. Dum s� ter: All dumpster/compactor storage areas are labeled and screened. Other: A sound barrier fence should be erected between the loading area of the shopping center and the adjacent residential area. 6) TRIPP — CONDITIONAL USE APPLICATION — ACCESSORY APARICMENT2 8 KEARI LANE This project consists of a request under Section 26.05, Conditional Uses, and Section 26.75, Accessary Residential Units, of the South Burlington Zoning Regulations. The request is for permission for establishing an 814 square foot accessory residential unit in a 2,980 square foot single family dwelling, 8 Keari Lane. I HARDTOP CA/MA ARM MOUNT GENERAL DESCRIPTION: The Gardco Round arm mounted Form 10 products are cylindrical (CA) or semi -spherical (MA) sharp cutoff luminaires using high intensity discharge lamps up to 1000 watts (400w in the MA). Housings are one piece seamless spun aluminum and finished with either Architectural Class 1 anodizing or electrostatically applied polyurethane. Luminaires can accept one of six (6) interchangeable and rotatable precision segmented optical systems. O R D E R I N G HOUSING DIAMETER CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS CA 17 1 3 250MH 120 BRA HF CA 17" H 1 (Horizontal SEE TABLE 120 BLA HS MA 22" 1 Lamp) BELOW 208 BRA F 3 (Horizontal 240 NA LF La 277 BLP MF 2 4X67 (Horizontal 347 BRP PC Lamp) 480 NP PCR Q (Horizontal WP POLY 3 Lamp) OC' Optional Color Paint SG 'Specify RAL designation as as FM (Horizontal shown in the Color selection PTFz - Lamp) Guide.ex.00-RAL7024 SC Special Color Paint VS' (Vertical Lamp) (must supply color chip) PTF" 4 QUAD TYPE HOUSING DIAMETER CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS WATTAGE OPTIONS FINISH Housing CA17 MA17 CA22 MA22 HS Internal House Side Shield BLA Black Anodized 100 HPS 100 HPS 250 HPS 250 HPS F In -Head Fusing BRA Bronze Anodized 50 MHz 50 MH2 250 MH 250 MH LF In -Line Fusing NA Natural Anodized 70 MHz 70 MH2 400 HPS 400 HPS MF Mast Arm Fitter (CA only) BRP Bronze Paint 100 MHz 100 MH2 400 MH 400 MH PC Receptacle and Photocontrol` BLP Black Paint 150 HPS' 150 HPS3 750 HPS' PCR Photocontrol Receptacle only° NP Natural Aluminum Paint 175 MH 175 MH 750 MH' POLY Polycarbonate Sag Lens in lieu of Glass, WP White Paint 250 MH 1000 MH11 SG Sag Glass OC' Optional Color Paint (Supplied standard with Type 4x optics 'Specify RAL designation as and CA22 750/1000w luminaires) shown in the Color Selection QS Quartz Standby Guide.ex.00-RAL7024 PTFZ Pole Top Fitter (23/8" dia. tenon) SC Special Color Paint PTF Pole Top Fitter (3"-3112" dia. tenon) (must supply color chip) PTF' Pole Top Fitter (31/2" 4" dia. tenon) QUAD Quad Tap ballast (Na w/750 MH1750HPS tied to 277V) NOTES Gardco Lighting 2661 Alvarado Street 1. Furnished with acrylic sag lens. VS not available 5. 175W max on 17" units cme San Leandro, CA 94577 with 17" mogul base 6. Available with 22" units only 800/227-0758 2. Medium base lamp 7. Furnished with sag glass lens CA 510/357-6900 3. 150HPS ballast operates 55 volt lamp 8. Not available with Type 4X FAX 510/357.3088 4. Not available in MA units or 480V.1000w max. 9. Use reduced jacketed lamp only http://www.GardcoLighting.com/ Genlyte Thomas Group LLC HARDTOP CA/MA ARM MOUNT SPECI F 1 CATIONS GENERAL: Each Gardco Form 10 arm mounted Hardtop is a cylindrical (CA) or semi -spherical (MA) sharp cutoff luminaire for high intensity discharge lamps. Internal components are totally enclosed, rain - tight, dust -tight and corrosion resistant. No venting of optical system or electrical components is required or permitted. Luminaires are completely assembled with no disassembly required for installation. Lamping requires no lifting or hinging the luminaire housing, disturbing wiring or exposing uninsulated live parts. HOUSING: Housing is one piece, .100" seamless aluminum with integral rolled circumferential reveal and lower section aperture incorporating a returned flange stiffener to protect against housing edge deformation. Units are offered in profiles of 17" or 22" diameter. ARM: Extruded aluminum arm is secured to prewired fixture by contractor. Assembly is suitable for mounting to pole without requiring access to luminaire. Internal extruded channels capture tie rods for proper luminaire to pole alignment. LENS: One piece, die cast aluminum door frame retains the optically clear, heat and impact resistant tempered flat glass or sag polycarbonate in a sealed manner using hollow section, high compliance, memory retentive extruded silicone rubber. Type 4X luminaire features sag glass lens and VS unit employs sag acrylic lens. Concealed stainless steel hinge and two (2) flush '/4 turn fasteners secure lens assembly to luminaire. OPTICAL SYSTEMS: The segmented Form Ten optical system is homogeneous D I M E N S I O N S EPA's Approx Wt. Single Twin Single CA STYLE SIZE A B C D Arm 180' Quad Fixture 17" 17" 8" 5" 5" .7 1.5 2.1 27lbs 22" 22" 111, 7" 5" 1.2 2.3 3.3 42lbs T D t/ I L Ll� 1 r— C A i EPA's Approx Wt. Single Twin Single MA STYLE SIZE A B C D I Arm 180' Quad " Fixture 17" 17" 11" 5" 5" .8 1.6 2.3 27lbs 22" 22" 14" 7" 5" 1.3 2.7 3.7 40 Ibs 1. With VS and Poly option, overall height = 11" 2. With 4X, VS and Poly option, overall height = 14" 3. With VS and Poly option, overall height = 14" 4. With 4X, VS and Poly option, overall height = 17" Gardco Lighting reserves the right to change materials or modify the design of its products without notification as part of the company's continuing product improvement program. 0 Copyright Gardco Lighting 1999. All Rights Reserved. International Copyright Secured. sheet aluminum. electrochemically brightened, anodized and sealed. The segmented reflectors are set in faceted arc tube image duplicator patterns to achieve Types 1, 3, 4X, Q. FM. and VS distributions. The mogul base lampholder is glazed porcelain with a nickel plated screw shell - all securely attached to the reflector assembly. 50MH, 70MH and 100MH units have medium base lampholders. All horizontal Metal Halide units in the 22" housings have lamp stabilizers ensuring precise arc tube positioning. ELECTRICAL: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20' F. The ballast is mounted on a unitized tray and secured within the luminaire, above the reflector system. High Pressure Sodium ballasts operate lamps within ANSI trapezoidal limits. Metal Halide and Mercury Vapor ballasts are medium regulation auto transformers providing ±10%(MH) and ±5%(MV) power regulation with a ±10% variation from rated input voltage. Component -to - component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150' C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. FINISH: Anodized housings are created with an Aluminum Association Architectural Class I anodizing process to achieve a bronze, black or natural aluminum finish. Painted units are finished with hardcoat, fade resistant, electrostatically applied polyurethane. LABELS: All fixtures bear UL and CSA (where applicable) wet location and I.B.E.W. labels. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. Gardco's Form 1OX optical system has been awarded U.S. Patent #5690422. Gardco Lighting 2661 Alvarado Street San Leandro, CA 94577 ® 800/227-0758 CA 510/357-6900 FAX 510/357-3088 http:/i'www.GardcoLighting.com/ Genlyte Thomas Group LLC 79115-40/399 101 Trapezoidal Sconce 102 Rounded Wedge Sconce ORDERING LINE PERFORMANCE SCONCES The mcPhilben Outdoor 101 Trapezoidal and 102 Rounded Wedge high performance sconces offer an excellent alternative to unsightly wall mounted fixtures. These architecturally refined luminaires are designed to integrate naturally to wall surfaces. The 101 and 102 luminaires are available with three (3) different distribution patterns - a wide throw, a medium throw and a forward throw. Each luminaire is designed to accept sources up to 20OW MH. Housings are sealed throughout, completely excluding moisture, dust, insects and contaminants. • Wide luminaire spacings from sharp cutoff wall mounted luminaires • Handsome, compact forms integrate to mounting surfaces • Rugged die cast aluminum construction PREFIX DISTRIBUTION WATTAGE VOLTAGE' FINISH OPTIONS 1 277 BRP PCB 101 (Trapezoidal) FT (Forward Throw)4 HID 120 8RP Bronze Paint F Fusing (120, 277) 102 (Rounded Wedge) WT (Wide Throw)4 35 HPS 2 50 MH 277 BLP Black Paint PCB Button Type Photocontrol MT (Medium Throw) 50 HPS 70 MH WP White Paint OR Quartr7,Restrike 70 HPS 100 MH NP Natural SL Solite Diffusing Lens 100 HPS 150 MH 3 Aluminum Paint Solite is a registered Trademark 150 HPS 175 MH BGP Beige Paint of AFG Industries e SC Special Color UT 5° Uptilt for FT optics Notes: 1) Contact factory for other voltages 2) 120V only 3) ANSI # M102 4) Not available w/nuorescent lamps 5) Contact factory for availability mcPhilben Outdoor 2661 Alvarado Street San Leandro. CA 94577 800/227-0758 510/357-6900 (California) 510/357-3088 FAX http://www.thomaslighting.com/ 200 MH FLUORESCENT 126 OF (Quadtube) 226 OF (Quad tube) 226 QF-DIM' (Quad tube-Dimming)z 142 TRF (Triple tube) 142 TRF-DIM' (Triple tube-Oimming)2 In Canada: Lumec M 640 Cure Boivin Blvd. Boisbriand Quebec, Canada J7G 2A7 Tel: 514/430-7040 Fax:514/430-1453 (specify) Paint Recommended Dimmer Controls Lutron: SELV - 300 - WH 30OW NTELV - 300 WH 30OW LTELV 303 P 30OW NELV - 450 WH 45OW ELVI 1000 - PLUS t000W AYF 1USP- WH WLU Wet location door for inverted mounting WS Wall mounted box for surface conduit T H O iilil AS vtcPz 11-3i `ti LIGH'rTNC1 mcPhi�b`e':; 10 SPECIFICATIONS GENERAL Each mcPhilben 100 Line luminaire is a wall mounted cutoff luminaire for high intensity discharge or flourescent lamps. Internal components are totally enclosed, rain -tight. dust -tight and corrosion resistant. Housing, back plate and door frame are die cast aluminum. A choice of three (3) optical systems are available. Luminaires are suitable for wet locations. HOUSING Single piece soft trapezoidal (101) or rounded wedge (102) housings are die cast aluminum. A memory retentive gasket seals the housing with the doorframe to exclude moisture, dust, insects and pollutants from the optical system. A black, die cast ribbed backplate dissipates heat for longer lamp and ballast life. DOORFRAME A single piece die cast aluminum door frame integrates to the housing form. The door frame is hinged closed and secured to the housing with two (2) captive stainless steel fasteners. The heat and impact resistant 1/8" tempered glass lens and one-piece gasket are mechanically secured to the door frame with four (4) galvanized steel retainers. OPTICAL SYSTEMS Reflectors are composed of specular extruded and faceted Alzav components, electro-polished, anodized and sealed. Reflector segments are set in arc tube image duplicating patterns to achieve the wide throw (IES Type II), forward throw (IES Type IV), or medium throw distributions. ELECTRICAL Each high power factor ballast is the separate component type capable of providing reliable lamp starting to -20`F (-29°C). High pressure sodium ballast operate lamps within ANSI trapezoidal limits. Metal halide ballasts are medium regulation auto -transformers providing power regulation with variation from rated input voltage. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600VAC at 150`F (65'C) or higher. Standard and dimming fluorescent units have a starting temperature of 0° F (-18° C). Dimming range is 15% to 100%. Standard fluorescent ballasts are solid state. Consult factory for magnetic. LAMPHOLDER Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. Fluorescent sockets are high temperature plastic (PBT) with brass contacts. FINISH Each luminaire receives a fade and abrasion resistant, electrostatically applied, thermally cured, textured polyester powdercoat finish. LABELS All fixtures bear CSA and UL Wet Location labels. 101/102 PERFORMANCE SCONCES 101 -Trapezoidal Sconce 1612' 41 9 — 8 1/4- 20.9 — 9' 229- 102 - Rounded Wedge Sconce Thomas Lgming reserves me nght to change matena/s or moody the design of its products without notification as parr o/the company s conbnurngproducllmpiovememprogram In Canada: mcPhilben Outdoor Lumec C&I 2661 Alvarado Street 640 Cure Boivin Blvd. San Leandro, CA 94577 Boisbriand 800/227-0758 Quebec, Canada J713 2A7 510/357-6900 (California) Tel: 514/430-7040 510/357-3088 FAX Fax: 514/430-1453 http://www.thomaslighting.com/ © copyright Thomas Lighting 1997. All rights reserved. International copyright secured. Mounting Bolt Pattern //TH OMAS tilc!'HILBEN., ..,r:li7'IVG 79315-16/798 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 6 February 2002 Mr. Joe Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 Re: Final plat application #SD-01-70 of Acadia Realty Trust, 516 Shelburne Road. Dear Mr. Hogan: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on January 22, 2002 in regards to the above referenced project. Please note the conditions of approval and the requirement that the final plat plan shall be recorded in the land records within 90 days or this approval is null and void (05/06/2002). If you have any questions, please give me a call. Sincerely, Stephanie A. Smith Associate Planner DEVELOPMENT REVIEW BOARD 22 JANUARY 2002 PAGE 2 4. Public Hearing: Final Plat Application #SD-01-70 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 98,470 sq. ft. shopping center in two buildings. The amendment consists of increasing the size of the two buildings by 2314 sq. ft. for a total of 100,784 sq. ft., 516 Shelburne Road: Mr. Belair noted there is a reduction in the original building but that reduction will now be less. There will also be a tenth of a percent reduction in coverage. Members agreed to hear the amendment. Mr. O'Leary said they want to expand the largest building on the site (Shaw's) by 5,000+ sq. ft. They would reduce the retail part of the building for a net increase of 2814 sq. ft. They will also raze an additional building up front for a net increase of 1814 sq. ft. There will be a slight increase in green space and no increase in pavement or parking spaces. They are asking for an additional 9 space parking waiver. They will have 486 and are required to have 504. This would mean a total of 18 spaces being waived. Mr. Kane said they agree with staff on the allowable foot candles. The actual is 2.8 average foot candles. Mr. O'Leary noted that they will be adding a foretechnics unit on site just outside the paved area. No issues were raised. Mr. Boucher moved to approve Final Plat Application #SD-01-70 of Acadia Realty Trust subject to the stipulations in the draft motion of 22 January 2002. Ms. Quimby seconded. Motion passed unanimously. 5. Public Hearing: Conditional Use Application #CU-01-49 of David and Barbara Flagg for conditional use approval under Section 26.05, Conditional Uses, of the South Burlington Zoning Regulations. Request is for permission to amend a plan for an auto sales facility, including service and sale of related accessories. The amendment consists of altering the access to Shelburne Road, 1693 Shelburne Road and: 6. Site Plan Application #SP-01-88 of David and Barbara Flagg to amend a previously approved site plan to construct a 3,295 sq. ft. building for auto service and repair. The amendment consists of altering access to Shelburne Road, 1693 Shelburne Road: The applicant showed where the access would be. l / 4l.0 k — A-C cj'� 0__ \\Ko_)� �ek SE GROUP Thursday, April 25, 2002 Ray Belaire City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 planning &design Re: Lighting Plan Revisions — The Gateway/Mall 189 environmental Dear Ray: As we discussed last week, we have revised the lighting design plan of the Gateway to market &economics take advantage of the new lighting performance standard of the South Burlington Zoning Ordinance. In general terms the plan will significantly reduce the number of appraisals lights and poles on the property while maintaining a consistent illumination below the standards set forth in the standards. I understand that you will be able to review this change administratively. Specifically the revised plan includes: geographic systems - Reducing the number of light poles from 51 to 38. - Reducing the number of light fixtures from 73 to 64. - Changed the height of the parking lot fixtures at the front of the site from the previously approved 20' to 25' (5' below the current performance standard maximum). - Changing the wattage of the front parking lot fixtures in response to the height increase. Fixtures are the same manufacturer and model, still sharp cut-off, and metal halide and designed to prevent offsite impacts. - Maintained the size and wattage of the lights at the rear (east) of the site along the residential properties and the landscape berm to Farrell's development. The lights in this area are exactly as previously approved by the Development Review Board. - The property -wide average maximum illumination is below the 3.0 foot-candle standard as specified in the Zoning Ordinance. Enclosed with this letter are 5 full size sheets of the light plan (Sheet 3) and 1 reduced set. In addition are lighting fixture cut sheets. If you have any questions regarding this information please do not hesitate to call. Best regards, 156 College Street Mark D. Kane Burlington, VT 05401 Senior Associate 802.862.0098 FAX.865.2440 www.segrp.com Littleton, NH • Hanover, NH • Burlington, VT • Greenwich, CT • Frisco, CO • Park City, UT • Bellevue, WA HARDTOP CA/MA ARM MOUNT GENERAL DESCRIPTION: The Gardco Round arm mounted Form 10 products are cylindrical (CA) or semi -spherical (MA) sharp cutoff luminaires using high intensity discharge lamps up to 1000 watts (400w in the MA). Housings are one piece seamless spun aluminum and finished with either Architectural Class 1 anodizing or electrostatically applied polyurethane. Luminaires can accept one of six (6) interchangeable and rotatable precision segmented optical systems. O R D E R I N G HOUSING DIAMETER CONRGURATON DISTRBUIION MTTAGE VCLTAGE FINISH OPIONS CA 17" 1 1 (Horizontal Lamp) SEE TABLE 120 BLA HS MA 22" 2 BELOW 208 BRA F 3 3 (Horizontal Lamp) 240 NA NF 4 277 BLP PC 4X4 (Horizontal Lamp) 347 BRP PCR 480 NP POLY Q (Horizontal Lamp) QUAD VW SG OC QS FM (Horizontal Lamp) SC F2 PTF3 VS' (Vertical Lamp) PrTF4 TYPE HOUSING DIAMETER CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS WATTAGE FINISH OPTIONS Housing CA17 MA17 CA22 MA22 BLA Black Anodized HS Internal House Side Shield 50 MHz 50 MHz 250 MH 250 MH BRA Bronze Anodized (Supplied standard with all FM optics. 70 MHZ 70 MHz 400 MH 400 MH NA Natural Anodized N/A above 400w with other optics) 100 MHz 100 MHZ 750 MH5.6 BRP Bronze Paint F Fusing (NIA above 400w) 175 MH 175 MH 1000 MH57 BLP Black Paint MF Mast Arm Fitter (CA only) 200 MH NP Natural Aluminum Paint PC Receptacle and Photocontrol 250 MH 250 HPS 250 HPS WP White Paint PCR Photocontrol Receptacle only 400 HPS 400 HPS OC Optional Color Paint (Phofocontols not available in MA units or480V. availablein M r 70 HPS 70 HPS 750 HPSS POLY 1000wmax. combined l wattage.) Polycarbonate Sag Lens (in lieu of class) 100 HPS 100 HPS shown(SpecilyRol rsedeslecaonguition ex:OC-ncolorselectionguide. ex: OC-R4L7024) (N/A with Type 4X optics or 750/1000 w units) 150 HPS' 150 HPS' SC Special Color Paint SG Sag Glass (Specify. Must supply color chip) (Supplied standard with Type 4X optics NOTES and CA22 750w luminaires) QS Quartz Standby (Contact factory for availability) 1. VS units are furnished with acrylic sag lens. PTF2 Pole Top Fitter - 2 3/8" diameter tenon VS not available with 17" mogul base PTF3 Pole Top Fitter - 3"-3 1/2" diameter tenon 2. Medium base lamp PTF4 Pole Top Fitter - 3 1/2"-4" diameter tenon 3. 150HP S bII a ast operates 5I5 vo t I amp 4. Type 4X is available iin 22" units only and furnished with sag glass lens 5. 750/1000 w units furnished with sag glass lens 6. 750MH units use MH/750/U/BT37 Venture lamps only9 7. 1000w units use reduced jacketed lamps only 2661 Avarado Street, San Leandro, CA 94577 800/227-0758 CA 510/357-6900 FAX 510/357-3088 L c Hn I N G http://www.sitelighting.coml HARDTOP CA/MA ARM MOUNT S P E C I F I C A T I O N S GENERAL: Each Gardco Form 10 arm mounted Hardtop is a cylindrical (CA) or semi -spherical (MA) sharp cutoff luminaire for high intensity discharge lamps. Internal components are totally enclosed, rain -tight, dust -tight and corrosion resistant. No venting of optical system or electrical components is required or permitted. Luminaires are completely assembled with no disassembly required for installation. Lamping requires no lifting or hinging the luminaire housing, disturbing wiring or exposing uninsulated live parts. HOUSING: Housing is one piece, .100" seamless aluminum with integral rolled circumferential reveal and lower section aperture incorporating a returned flange stiffener to protect against housing edge deformation. Units are offered in profiles of 17" or 22" diameter. D I M E N S I O N S CA ARM: Extruded aluminum arm is secured to prewired fixture by contractor. Assembly is suitable for mounting to pole without requiring access to luminaire. Internal extruded channels capture tie rods for proper luminaire to pole alignment. LENS: One piece, die cast aluminum door frame retains the optically clear, heat and impact resistant tempered flat glass or sag polycarbonate in a sealed manner using hollow section, high compliance, memory retentive extruded silicone rubber. Type 4X luminaire features sag glass lens and VS unit employs sag acrylic lens. Concealed stainless steel hinge and two (2) flush Y. turn fasteners secure lens assembly to luminaire. OPTICAL SYSTEMS: The segmented Form Ten optical system is homogeneous sheet aluminum, electrochemically brightened, anodized and CA Style EPA Weight Size A B C D Single Twin Quad Single 17" 17" 8" 5" 5" .7 1.5 2.1 27 22" 22" 11" 7" 5" 1.2 2.3 3.3 42 MA n C A MA Style EPA Weight Size A B C D Single Twin Quad Single 17" 17" 11" 5" 5" .8 1.6 2.3 27 22" 22" 14" 7" 5" 1.3 2.7 3.7 40 sealed. The segmented reflectors are set in faceted arc tube image duplicator patterns to achieve IES Types I, III, IV, and V distributions. The mogul base lampholder is glazed porcelain with a nickel plated screw shell - all securely attached to the reflector assembly. 50MH, 70MH and 10OMH units have medium base lampholders. All horizontal Metal Halide units in the 22" housings have lamp stabilizers ensuring precise arc tube positioning. ELECTRICAL: Each high power factor ballast is the separate component type, capable of providing reliable lamp starting down to -20' F. The ballast is mounted on a unitized tray and secured within the luminaire, above the reflector system. High Pressure Sodium ballasts operate lamps within ANSI trapezoidal limits. Metal Halide and Mercury Vapor ballasts are medium regulation auto transformers providing ±10%(MH) and ±5%(MV) power regulation with a ±10% variation from rated input voltage. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600 VAC at 150' C or higher. Plug disconnects are listed by UL for use at 600 VAC, 15A or higher. FINISH: Anodized housings are created with an Aluminum Association Architectural Class I anodizing process to achieve a bronze, black or natural aluminum finish. Painted units are finished with hardcoat, fade resistant, electrostatically applied polyurethane. LABELS: All fixtures bear UL and CSA (where applicable) wet location and I.B.E.W. labels. Gardco Lighting reserves the right to change materials or modify the design of its product without notification as part of the company's continuing product improvement program. Gardco's Form 10X optical system has been awarded U.S. Patent #5690422. 2661 Alvarado Street, San Leandro, CA 94577 800/227-0758 CA 510/357-6900 FAX 510/357-3088 hft •//www.siteli htin com/ L I G HI ING P' 9 9' © Copyright Gardco Lighting 1997-2001. All Rights Reserved. International Copyright Secured. Genlyte Thomas Group LLc 7911540/501WEB No Text I SPECIFICATIONS ■ General Each mcPhilben 100 Line luminaire is a wall mounted cutoff luminaire for high intensity discharge lamps. Internal components are totally enclosed, rain -tight, dust -tight and corrosion resistant. Housing, back plate and door frame are die cast aluminum. A choice of two optical systems is available. In downlighting applications, luminaires are suitable for wet locations. For inverted uplighting applications, luminaires are suitable for damp locations. ■ Housing Aluminum housings are die cast in a soft trapezoidal (101) or rounded wedge (102) form. Memory retentive gasket mates with door frame to exclude moisture, dust, insects and pollutants from electrical and optical systems. Black die cast ribbed back plate dis- sipates heat for longer lamp and ballast life. ■ Door Frame Single piece die cast aluminum door frame integrates to housing form. Door frame is hinged closed and secured to housing with (2) captive stainless steel fasteners. Heat and impact resistant 1/8" tempered glass lens and one-piece gasket are mechanically secured to door frame. ■ Optical Systems Reflectors are composed of specular extruded and Alzak® faceted components, electro- polished, anodized and sealed. Reflector segments are set in arc tube image duplicating patterns to achieve the wide throw (IES Type II) or the forward throw (IES Type IV) distributions. ■ Electrical Each high power factor ballast is the separate component type capable of providing reli- able lamp starting to -20°F (-29°C). High pressure sodium ballasts operate lamps within ANSI trapezoidal limits. Metal halide ballasts are medium regulation auto -transformers providing t10% power regulation with t10% variation from rated input voltage. Component -to -component wiring within the luminaire will carry no more than 80% of rated current and is listed by UL for use at 600VAC at 150OF (65°C) or higher. ■ Lampholder Pulse rated medium base sockets are glazed porcelain with nickel plated screw shell. ■ Finish Each luminaire receives a fade and abrasion resistant electrostatically applied thermal cured, textured polyester powder coat finish. ■ Labels All fixtures bear CSA and UL Wet Location labels. C C �I Luminaire is easily installed. Mounting plate is affixed to wall, splices are made and luminaire is secured to plate. Die cast ribbed back plate dissipates heat from the electrical components, extending ballast life. Door and reflector assembly are easily removed for servicing ballast. Door is secured with two captive stainless steel fas- teners and easily hinges open for relamping. Luminaire is completely sealed at all points of material transition to thoroughly exclude moisture and insects. IN mcPhilben reserves the right to change materials or modify the design of its products without notification as part of the company's continuing product improvement program. 14 10 0-t 3" 7.62 cm O Mounting Bolt Pattern 101 SQUARE WEDGE I 102 ROUND WEDGE DIMENSION,' Square Wedge ---------- - 161/4"--- 41.3 cm Round Wedge 16 1/2" ------------ 41.9 cm — 9' - 22.9 cm 6 1/4" 20.9 cm _._--- 9" 22.9 cm ORDERING INFORMATION 102 WT 150 MH 277 BRP PCB LUMINAIRE DISTRIBUTION WATTAGE VOLTAGE' FINISH OPTIONS 101 FT 35 HPS' 120V BRP F Square Forward Throw Wedge 50 HPS 277V BLP PCB 102 WT 100 HPS WP OR Round Wide Throw Wedge 150 HPS NP QEM 70 MH BGP SL 100 MH Sc UT Contact factory for other voltages 2 120Vonly 150 MH3 3 ANSI Spec MM102 175 MH FINISH OPTIONS BRP = Bronze F = Fusing BLP = Black PCB = Button Type Photocell WP = White OR = Quartz Restrike NP = Natural OEM = Emergency Quartz Socket (DCB) BGP = Beige SL = Solite® Diffusing Lens SC = Special Color UT = 50 Uptilt (Specify) Solite is a registered trademark of AM Industries, Inc. 15 State of Vermont rLr � WATER SUPPLY & WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 Case Number: WW-4-1611 PIN: EJ01-0302 Landowner: Acadia Realty Trust Address: 20 Soundview Marketplace Port Washington, NY 11050 This project, consisting of demolishing a portion of the existing shopping center to be redeveloped with a 72,000 square foot supermarket, 12 retail stores and a 50 seat restaurant on the lot referenced in Subdivision Permit #EC-4-2337 served by municipal water and wastewater services located off U.S. Route 7 in the town of South Burlington, Vermont is hereby approved under the requirements of the regulations named above subject to the following conditions. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department of Environmental Conservation, Water Supply Division - telephone (802) 241-3400 and Water Quality Division - Wetlands - telephone (802) 241-3770, the Department of Labor and Industry - telephone (802) 828-2106 or (802) 658-2199, the Vermont Department of Health - telephone (802) 863-7220 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans which have been stamped "approved" by the Wastewater Management Division: Job #99064, Plan Sheet #2 "Site Plan For Construction" dated 10-21-99 last revised 12- 3-01; Plan Sheet #9 "Storm & Sanitary Sewer Details & Specifications for Construction" dated 10-21-99 last revised 10-1-01; and Plan Sheet #12 "Sewer Profile for Construction" dated 1-28-02 prepared by O'Leary - Burke Civil Associates, PLC. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 3. No alterations to the building other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect the exterior water supply, or wastewater disposal, or the approved use of the building shall be allowed without prior review and approval from the Division of Wastewater Management. Water Supply & Wastewater Disposal Permit WW-4-1611 Acadia Realty Trust Page 2 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental/health statutes and regulations, with this permit. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction and, upon request, shall be made available for inspection by State or local personnel. 7. This permit shall supersede Land Use Permits #PB-4-0283, #PB-4-0442, #PB-4-0442-1, #PB-4-0442-2 and #PB-4-0682. WATER SUPPLY 8. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. 9. The water main extension is approved provided the water main extension is constructed in strict accordance with the Agency of Natural Resources, Water Supply Division's "Public Water System Permit to Construct " Project #E-1264 WSID #5091 to Joseph Hogan dated January 31, 2002. WASTEWATER DISPOSAL 10. The project is approved for connection to the South Burlington wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 9,552 gallons of wastewater per day. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. Water Supply & Wastewater Disposal Permit WW-4-1611 Acadia Realty Trust Page 3 11. A professional engineer, registered in the State of Vermont, is to generally supervise the construction of the sanitary sewer line extensions and, upon completion of construction, the supervising engineer is to submit to the Wastewater Management Division a written certification stating all construction has been completed in accordance with the stamped approved plans. The engineer's certification is to be submitted to the Division prior to the occupancy of any unit and the certification shall include, but not be limited to, the results of all leakage testing performed on each segment of the sanitary sewer extension and all manholes, as described in the Environmental Protection Rules, Chapter 1, Appendix A. Dated at Essex Junction, Vermont this May 14, 2002. Christopher Recchia, Commissioner Department of Environmental Conservation Ernest P. Christianson Regional Engineer For the Record South Burlington Planning Commission & Select Board O'Leary - Burke Civil Associates, PLC Water Supply Division Water Quality Division Health Department -Food & Lodging Licenses Department of Labor & Industry 1 CITY- OF SOUTH BURILINGTON DEPARTMENT OF PLANNING & 'ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 15, 2002 Acadia Realty Joe Hogan 516 Shelburne Road South Burlington, VT 05403 Re: Appeal Period Dear Mr. Hogan: Please be advised that the 30 day appeal period on the final plat approval for changes to your property at 516 Shelburne Road effective on 2/5/o2 has expired. No appeals were received during the appeal period. If you have any questions, please let me know. Sincerely, leaymond J. Belair Administrative Officer Td Permit Number SD- 61 - 7C) CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Acadia Realty Trust, 20 Soundview Marketplace, Port Washington, NY 11050, 516-767-8830 �2) �L�O/%CATION OF LAST RECORDED DEED (Book and page #) Book 211, page 56 & book 217, Page l 3) APPLICANT (Name, mailing address, phone and fax #) Acadia Realty Trust, 20 Soundview Marketplace, Port Washington, NY 11050, 516-767-8830 4) CONTACT PERSON (Name, mailing address, phone and fax #) Joe Hogan, Acadia Realty Trust, 20 Soundview Marketplace, Port Washington, NY 11050, 516-767-8830 5) PROJECT STREET ADDRESS: Mall 189, The Gateway, 516 Shelburne Road, South Burlington, Vermont 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 35-01-10 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) The existing uses on the property are entirely retail with 130.441 s.f. of total area. Of this total, approximately 30.000 sf is used for an existinggrocery store, with the remaininz 100,000 s.f divided into separate retail uses. Presently the center is occupied by eight retail establishments. b) Proposed Uses on property (include description and size of each new use and existing uses to remain) All existing uses on the site will be retained. A new 72,000 s f grocery store and four retaiUcommercial uses (14,642 s. f) will occupy a new building bringing the total of new building space to 86,642 s. f , the total building square footage will be 100, 784. Parking lots and accesses to Farrell Street will be reconstructed to improve vehicular circulation and separate service vehicles from other traffic. Extensive landscaping will be placed at the front of the site with decorative fencing and street trees. c) Total building square footage on property (proposed buildings and existing buildings to remain) The proiect anticipates construction of new 72,000 sf grocery store, 14,642 s.f of retaiUcommercial space attached to the grocery store, and the renovation of the existing retail space. The total building square footage will be 100, 784. d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) All existing and proposed buildings are or will be one-story. All buildings will have Rat roofs and be less than 35 feet in height. No building features will exceed 40 feet in height e) Number of residential units (if applicable, new units and existing units to remain) No residential units currently exist or are planned for this proiect. f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Presently, the eight (8) retail establishments have 52 full-time and 71 part-time employees. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: N/A 8) LOT COVERAGE a) Building: Existing 31 % Proposed 24 % b) Overall (building, parking, outside storage, etc) Existing 93 % Proposed 87 % c) Front yard (along each street) Shelburne Road Existing 81 % Proposed 36 % Farrell Street Existing N/A Proposed 69 % 9) COST ESTIMATES a) Building (including interior renovations): $ 7,000,000 +/- b) Landscaping: $ 70,000 +/- c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 8,085 (existing / 6,851 (proposed) b) A.M. Peak hour for entire property (in and out): 134 (existing) / 104 (proposed) c) P.M. Peak hour for entire property (In and out): 488 (existing) /377 (proposed) 11) PEAK HOURS OF OPERATION: It is anticipated that the peak hours of operation will be 10: 00 AM to 3: 00 PM 12) PEAK DAYS OF OPERATION: The anticipated peak day of operation will be Saturday. 2 13) ESTIMATED PROJECT COMPLETION DATE: July 2002 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGN)hTUbX017 APPLICANT SIGNATURr (M PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: )2- h Ill I have reviewed this preliminary plat application and find it to be: y Complete Incomplete Director �&#lanning & Zoning or Designee Date 3 O'Leary -Burke c►►ii Associates, PLC December 4, 2001 Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: Final Subdivision Plat Application for The Gateway Shelburne Road, South Burlington, VT. Dear Ray: We are writing on behalf of Acadia Realty Trust in regard to the above - mentioned project located on Shelburne Road. There are two modifications proposed at this time: 1. The owner wishes to raze an additional 1,000 s.f. of the existing building. 2. The size of the proposed new retail and supermarket building will increase by 2,814 s.f. The supermarket has been increased from 66,328 s.f. to 72,000 s.f. and the adjacent retail space has decreased from 17,500 s.f. to 14,642 s.f. Existing Conditions Previously Approved Proposed Use Standard parking spaces 579 467 467 Handicap spaces 11 19 19 Total parking spaces 590 486 486 Parking spaces/1000 s.f. GLA ratio _ 4.52 _ 4.91 4.82 1 Green area coverage 7.20% 13.60% 13.60% Green areasquare footage 30,373 sf 57,894 sf 57,894 sf Building area coverage 30.70% 23.30% 23.70% Building areasquare footage 130,441 sf 98,970 sf 100,784 sf Paved or concrete coverage 62.10% 63.10% 62.70% Paved or concretesquare footage 263,740 sf 267,690 sf 265,876 sf Under the current conditions at the site, there are 590 spaces for a parking ratio of 4.52. This total is 63 spaces or 10% short of the required 653. The proposed number of parking spaces will be 486 spaces. This creates a parking ratio of 4.82, less than the required ratio of 5.00. Therefore we would request a waiver of 18 spaces or 4% for this project. 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET Mr. Ray Belair December 4, 2001 Page 2 of 2 Based on the 6" Edition of the ITE Trip Generation Manual, category 820, Shopping Center, the expected PM peak trip generation will be approximately 377 vehicles. We are including the following for your review: 1. Application for Final Site Plan Review; 2. Five (5) copies of plans; 3. One (1) reduced copy of plans; 4. ITE Trip Generation information; S. $85.00 application fee. If you have any questions, please call. Sincerely, fevin R. LaRoose, E.I. Enclosure 1999/99064/belair 7. doc x _ I YAONA70 �II aII� I I I 1 2 - MM 1igAL DISTR I - `w„` � J � i I I AREA A -A I cc • J \ _ 1 -e \a 4 DL-... ' D SHAW S SUPERMARKET \ YL - \ ._-- C*_ PROPoSF MARKI T'I I7 �I L: U 9U1 FR . al 7,5()�) S. F. ) D I EL _ FDCTURE AND POLE SPECIFICATIONS Pixt-A P4aneD -- Mmn6,dmer Gatdco MMMmulac M.Philb- P one CA- 17n (EPA 1.5) Piaavr 102 Configuration 2 Op_: WT Optic.: 4X Lamp 1001411 Lamp: 2301WBt Color BRP C Ior SEA Mounting Height: 15'-V Optom Pole RA5-25L Base Type AP Pole Color. BLA Poles we mounted oo mined fominga. In Cmmaw01 wFaeed w order 23, polm sod hve tlmm cm down meB j !Mwmfacmar: Gard. F G-IT(BPA0.7) I� Ca flgwali- 1 L-p: 25 - smp 0M}t Color, BLA opo na Pole. RAS 25L Base Type AF I L P o1ar BEA P.I. are,nommd on mtsad foofiaga. Contractor will geed to order 2Fjok. and Wve_Wm cu(dovo w 2Y Fixtbon C • Mmuficnner: Gardw i F Hue CA-17'(EPA 0.7) C ctg-lon I Optics. 4X w/ House Sida Shield Lamp. 250M Col- BEA Opb.Poll' na RA5-25L Bacn, Type AF P 1 Color BEA Pula are muumed on caused fcoonga. Contraj tel to a,I., 25'pales and have Ih- cut doors MANUFA(TURERS ISOCONI'OURKEY _ 1 - ---_ -. Liglatung 266 AI Ivarado Street S. Laadm, CA 94577 I \ (510)357-6900 (510) 357 3088 it. I 0.30 F-W adle 1.00 Poomandle M.Phdhm I Z Light Fi.twe 2661 Alvardo S-1 Sae Lf odro. CA -577 \ �\ (510) 357-30U fees \ I A S I A B / (\ \ A \ A i\ — �4 f I A 1 ` RELMFRY STORAGE AND HANDLING OF POLES B. St- pIn w�d-y o1 air Haredd ek,d`-,1.- 2 i h Ff (3cKJ ).bava grark and / -y^ - --- -- - - _ -- vegetation. la to prevent dW m d eneng t ids free tic arculetton. Mii$f v�r .(azer / �s Y�C'!r __-. '� _--I-'--__ __ _ I - - ___ \ C Return fanuSl a1 In air �-• - - _ - 7B / -- - ry-app M' epPing mm I law (1) ut bewre pole inNdlati,m Fm 1 - \_ -- T--- \ _.- - ,ca 1 \ ✓ \ poles Mth -Ili, finishes, handle with wcn fabric s w. CTI 11J9TALLA7ION 6 � f? M - - — -- * — .. . n �tE I Cotrvae Fomde' C 1 according D 3 Sa nCae1 Place C R d A Lcamplywin�adarr'Rfinemaµi:er��anorniita,manwaanna v ry a 1 _ A. J .4-- , ,•, A _. . Imo-' " ; aoch-MI .am lets b pan 16 t I k ha s 11mbed b:•Ta N __- t1 P Y g W 2. Fm,sh for Parb F..poaed w View, f I and mb smwth. Comply with Dmsaoe 3 I I - ----- A t ___ --. _ �_._ 1 Sri F" ! $dnion'C tin Place Concrete for e.Puaed finish. 4 __. -_ J ____ H. Imto] Pola as f.11- C J _ I. U. web fabric Amp (not chain n, cahle) la mix and act pals U -r.+ O 2. Mount p,de m f000d..n with Imelmg ..., and tiglam mp nos to toryue level recommended by Pole menufe fur 3. Secure Po1a level, Plumb and syuwe. f� _. -__ - _._ )- _ I' ( (.J \ 4. Gro t r d I�;r - p amb- d f w darr U noc.h-U.g or expending concrete Y �� _ r P _ _. - - - - 8mu Ypaz sP o I - ,r,�,- -�-- \ / \ I : _ \ S. Ux a.hnrt prcce f I2' h (1 t ) d- 1 p pe w make a drain hole through grout. k" r b Mmit uiwhmew+Futan Cairo I A C. Lumcraiire AtlnchmeN: Pxamn m aodmeted swmunl supports. i c ;;1 A \ I __ CLEANING AND ADJUSTING A. Clem-1..ikr mWR.non. Use meahodsand-als raw y ufictanr. I I � �! �-�-_ I t...�}_.I /; ' .� � : � I l09 'cr / `rb.prrc `� �•iy ` .- - \ �� � / _ I l- L .-�- j--j -� �' __ \ / -l._ _ � / II mmeoded b man J __- I� B a n�(Ic u�ulfr — : -- - - — \ -- / / - GRAPHIC SCALE Aax i 1. as III FM I t Inch - 40 ft i A PL IiGHT A +� ! B tk B 1 a.mrhrg & design \ A !,,tm a, I I I O arm.o mswac ❑ wx - - -------------- was M ,w DO afn tit THE GATEWAY 00 1, _ w w OTEARY-BURKE _ CML ASSOCIATES, PLC gs 0gt7 gugeucuk7gxn 5 ANDREW AWNUE, SUITE 5 ESSEX ,,�,. W LIGHTING PLAN 3 1'-40' PNONE 878-9990 FAX 878-9989 FINISH I GROUT FRAME TO CONCRETE - ME FRAME OPENING 64/ MATC. THE CATCH BASIN TOP WITH NO OVERHANG. ALL SACKFlLL-­5�" THORWGHLY CWPACTED IN 8"'LIFT^s� 1 4000 P.SL CONCRETE • OORRUAPRE ASi ONCRETEP RING W N ._. _ ME C.& TOP AND 8070M OF CAST IRON FRAME MAXIMUM HEIGHT LL BE B OUCHES: (BRICK SHALL NOT BE USE NOI -SHRINK GROUT OR NEW CURB SHALL REST ON TDP 'BIT. CONC. " OF'BASPI COVER - AOJUST-HEIGHT OF CURB AS REWIRED 8- All STRUCTURES SHALL BE DESIGNED BY A STRH2O CTURALLOADING ENGINEER EN WITHSTAND AN- 24"--1 H2O LOADING REQUIREMENT --- SEE ABLE MECHAN ..PLUG... All- WE OPENING SMALL-HAVE.A. WATERTIGHT.. /-FLEXIBLE PIPE SLEEVE OR GASKET. PWE I TYPICAL ON ALL OUnET PIPES 36" � 24" 12' MIN. NDISNRBED SOIL LEDGE PAYMENT UMQ" �df -CRUSHED STONi BFDgN '� LUIITS..OF.<E%CAVA1WbT. F'RECA5T GATGH f5A5IN NTS -- CATCH BASINS $HALL BE SIZED SUCH THAT: 1. AT MY ELEVATION, A NRNWUM-OF- BOX OF THE CIRCUMFERENCE SHALL BE 6-M. 2 THE MINIMUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE. BETWEEN TWO OPENINGS SHALL BE 6'. 3. ME BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS: CATCH BASIN DIAMETER LARGEST 510EWAU. PIPE DIA MICKNESS ALLOWED. CONCRETE COVER ILMESS 36" 4 e 48' DO 5 10' 60 36 6 2 72 46 Y B FINISH GRADE BANFILL WITH APPROVED EXCAVATED MATERIAL INDgOUGHLY. COMPACTED..' IN 6 LIFTS MANHOLE CHANNEL NT5 SOIL APPROVED ROCK FREE.. n 2 T OL a� SEEFPLA F PE PIPE BCCOP17U.ED IONR061jCHLY 0/2+12' t)SEE PLAN FOR DIAMETER LIFTS (NO STONES M U LAGER THAN 1 1/2' THE CONTRACTOR SHALL WRAP DIAMETER) THE PERFORATED PIPE AND STONE a0 `,' W MIRWI 14OR OR EQUAL 3/4" TO 1-1 /2' CRUSHED (;lHl DRAINAGE FABRIC 5TONE REDOING /2 6' .f'r7 O,i fj -UNDISTURBED SOIL UNDISTURBED SOIL-' If 1+7 5TORM 5EWER TRENCH NTS CAST IRON MANHOLE j FINISHED GRADE FRAME AND GRATE LIBARO4 LC226 OR EQUAL I _ MORTAR FRAME TO TWO GALLON �4• MANHOLE RISER SECTION HEAVY-DUTY GREASE TRAP WITH FULL LENGTH BAFFLE _PRECAST REINFORCED y .. HEAVY-DUTY CONCRETE RISERS NONSHRINK GROUT \ AROUND ALL PIPE OPENINGS (TYP). _.._ j.. -.__-3 VENT.. -_._ 6- INLET', t3 UDUID 8" OUTLET LEVEL 1 4- NOTES 1. CONCRETE: 4000 PSI AFTER 28 DAYS 2. REINFORCING: 6X8/TOXTO'WELDED LURE MESH- 3. HEAVY DUTY TOP REINFORCED WITH 05 BAR O 12' O.C. EACH WAY 4.. KEYED ..JNNTS. SEALED. WITH O-RWG.. GASKET OR. BUM. RUBBER.. ROPE S PRECAST CONCRETE SECTIONS SHALL BE IN ACCORDANCE WTH ASTM C-478 GREASE TRAP NT5 USE' wA P. - TO MARK LOCATION AND DEPTH FOR SANITARY ONES IF GOVEK OF SERWCE CONXEC110N EXTEND FRDM PLUG TO IS 1F85 THAN 6 i/Z. PIACE 2• ABOVE FINAL GRADE _ THI INSULATION BOARD LURCH IS SUITABLE FOR BURIAL OVER IV PIPE. IN NO CASE SHALL THE COVER BE LESS THAN 3 1/2' PROPERtt LINE OR EASEM[NT OVER TIE CROWN. „.,... �. BOUNDARY TEMPORARY WG LESS ISOOTIERWBE ]0°8DR SS PVC SWEEP FITTING ,� SCR 3S PVC WYE SEE SEVkR TRENCH DETNL FOR SEWBH MAW AND SERNCE REDOING DFTARS 5ANITARY 5EWER 5ERV ICE CONNECTION NT5 s__ WIN aPPP E%CAVAIED MATEWM TItltMONLI -A' IN e' I.T. 1HW SIOFS OF 1NEN.E EN OR IN TERED B1 FFR60NING OR R ALL BE SUEf1E0 OFOPFD TO ME ANGE I1¢PDX e PRw n Rooc..F.R¢.. GACITL ON p pILT ISM" 11 n'I%2• OIAMFTFE) III III ' uuwSNRITEO 5dt ' I (/'" moa " / 114 1` R RiM IN AN3IY KOANKIN �PIT'PTI{AyMf MRLO�ER IcP6xfl�NEro 1 ETER tq•Mls euT OFF POE) HE CON'.ACTwt SHAH AT LL TINES KEEP THE TRENCHES Ni3ELX.-OF WATER MR L ALL WOW( IS FINISHED NO READY FOR SACRFILLAC TYP I GAL 5ANITARY TRENCH NT5 FINISH GRADE A.S.T.M C478 PRECAST REINFORCED CONC, MANHOLE CONE AND RISER COPOLYMER POLYL YT'ROPEw PLASTIC RUNGS WIN 1/2" GRADE 60.. STEEL - REINFORCEMENT OR EWAL. 12" O.C. MAX. 8" O.C. MIN. 5 1 1 CLASS8 CONCRETE SHELF 2"-e RISE - SUITABLE - SACKPILL LEDGE PAVEMENT LIMIT - MANHOLE FRAME & COVER NEENAH R1642, LEBARON LC266 OR EQUAL. e 00 NO PARGING OF INTERIOR NOWT& WTH MORTAR SHALL BE, ALLOWED. CROUT FRSAME TO BRICK CAST IN PLACE I RUBBER GASKET FOR WATERTIGHT M.H. COHST. (TYP. ALL PIPES) 4' PRECAST MONOIJTHIC COMORETE BASE MIN. 7 5E HEIGHT. g4 0 6" O.C. EACH WAY LEDGE PAYMENT LIMIT SHALL EXTERIORCOAT CONCRETE BRICK WINTWO ) CS OFF WATERPROOF SEALANT SEE SPEOiiCATONS ' FOR MH TESTING REWIREMENTS 0 RING RUBBER �`-- GASKET IN ACCORDANCE NTH A. S.T.M. C-443 AND A.STM. C-381 OR BUTYL ROPE -WELDED STEEL WIRE FABRIC VARIABLE STANDARD LENGT45- (1.2.3 & 4 FT.) VARIABLE STANDARD LENGTHS RX (2,3 & 4 FT.)' 8" 3/4" TO 1 1/2- CHUB ED STONE BEDDING DO NOT USE LIMESTONE EXTENDBEDDING TO ---- aMTIK�NmaamlY \1(-_ I I II F - Nmwoop OF Oilhi3ruxNnT1 MIS WANIM(I TOP VIEW 96CT[ON 701NT . WTHW .-Ho AND BUFFER IONS. 5ILT FENCE DETAIL_ NT5. GENERAL. 5ANITARY 5EWER 5PEG5 A SEE OTHER 5ME75 FOR ADDITIONAL INFORMATION. 21 CONTRACTOR SHALL CONTACT ALA- UTILIT195 BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNOERGROUID LINES UTIl_lllf - INFORMATICN SHOWN HER WERE OBTAINED FROM THE BEST AVAILABLE 54tURES.AND.. MAY OR. MA.Y. .NOT. 6E. ELTHER.. AC4URATE Olt COMPLETE, THE CONTRACTOR 5HULL. DE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PLASIC, OR PRIVATE, SHOWN OR NOT 5HOWN IEREOH 31 THE HORIZONTAL AND VERTICAL SEPARATION FOR 5EWER AND WATER LINES' SHALL 6E' INSTALLED" IN ACCOODANC16 WITH THE"LATE5T' EDITION OF THE 'TEN STATE STANDARDS - RECOMMENDED STANDARDS FOR WATER': 41. PRIOR. TO. CON5TRVCTION.. ALL -MATERIALS-. SHALL. BE -APPROVED. BY. TkIE. ENGINEER, 51 STORM SEWER FIFE UP TO B" IN DIAMETER 5HALL DE PVC SOR 35 CONFORMING TO A57M D-3034, ASTM D-32P, AND A5TM F-477. STORM SEWER PIPE M" AND GREATER IN DIAMETER 5HALL BE FVC SOR- M CONFORMING TO ASTM D�3034, A5TM D-3212, AND A57M F-477. N ALL 5ANITARY SEWER PIPE SHALL BE PVC $DR M CONFORMING TO A5.TM D-=W. A5TM D-32M AND ASTM.F-477.. 71 ALL TRENCH FILL 5HALL ISE PLACED IN 6' LIFTS AND THOROUGHLY GOMPACTED TO 95% OF MAXIMUM DENSITY OF OFTIMLM M015TUR6 A5 OETERMINED BY A51M C' STANDARD PROCTOR. el ALL NEW GRAVITY SANITARY SEWER MAINS SHALL BE LEAK TESTED BY A LOW PRESSURE AIR TEST AMID DEFLECTION TESTED. THE LOW PRE5SUKE AIR TEST WILL BE USED TO SIMULATE INFILTRATION OR EXF ILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING WILL BE CONDUCTED UNDER TIE SUPERVISION OF THE EtWINEER. AIR TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ASCISM-80 THIS MINIMUM ALLOWED TIME FOR A PRESSURE CROP FROM 3.5 PSI TO 2.5 "1 5HAL1- BE 12 MINUTES FEE ICO FEET OF W 5EWER: AFTER TH,E"FINAL MACRF ILL HAS (SEFl4 IN FLACE AT LEAST 30 DAYS. THE DEFLECTION TE5T MAY BE PERFORMED, NO PIPE SHALL EXCEED A DISFECTION OF FIVE PFRCENF 15%). IF THE DEFLECTION TEST 15 RUN USING A RIGID BALL OR MANDREL, IT SHALL. HAVE A DIAMETER. EQUAL TO.° OF THE. INSIDE. DIAMETER OF THE PIFE, THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. '0 ALL 5ANITARY 5EWER MANHOLES SMALL BE TESTED PRIOR TO CONSTRIICTICN' OF THE INVERT SIT" THE VACUUM""TEST METHOD'- DE5CKIBEO IN THE TECHNICAL 51IECIFICATIONS. TIE MINIMUM ALLOWED TIME FOR A VACUU14 DROP FROM IW OF MERCURY TO r OF HERCURY SHALL BE 2 MINUTES. KA ANY SURFACES, LINES, OR 5TRUCTURES WHICH HAVE PEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL DE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT AN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF CON5Ti=TIONI All THE CONTRACTOR 5HALL COORDINATE THE LOCATION AND INSTALLATION OF THE INDIVIDUAL LOT 5EWER NNE VH l�A. W THE TIME OF CONSTIR ' S■M "'r'M jtl JUL 2 5 20 INLET, Sae notes 8, L Rim eI ..bons to match fnlehed orode PLAN VIEW B - B SECTION A - A compootod pawl NOTES: T: Stormwole. Treotment System ISM)'0111 haw: 6. SWTS-Invarta In and -'out ahon"be At-lM soma .wo8on Pool, [roatmenl capacity. 8.5 cfe Sediment eteroge: 3.25 oa yd 8. SLUTS shall not be Comps d by ~H of doenetroam toiNator 7. SLUTS Moll M1 o I,H m wmponente. Ihot obstruct maintenance accee.. Se lIPI nt chamber dip'. 7' min 2. SWIS shall be mnlained 'n a re t rqular atm .re e. IMet Ripe mwt M pwpendiwlor to the etructore 9. Pipe Hentat on oy ry, ells pbn f tl d loca[on 3. SW5 eM1aR romove 8CR o1 an al T55 loadln9 f0 Pprcfiaeer ahaM-rmt be mpPIPAt , Tor-asaW+Nl9 I Mt 4. SWIS a 11 rolaln Iloatab ee and bopped eedmanl 1p to and 11. Manhole frames end pM<mted < n upplmd ith syalem, net i—- i-Ndng FAAN treatment capacty. 12, Nmh,,, to prepare ...even,, and provide Iiftmg ,equipment VOTt CS 41 EV6THp41R1 DEtw 5TORMWATER TREATMENT 5Y5TEM TEL: 2d, 8 03103 662 TEL: 207-878-OW7 V0RTEGH5TY MODEL 5000 Fax 207-878-8507 ...__.._.. ..___. ._ NT5 MAINTENANCE PLAN 5Y5TEM MAINTENANCE 15 IMPORTANT FOR TREATMENT AND DETENTION OF 5TORM RUNOFF FROM THE IMPERVIOUS SU FACES IROAD. PARKING, AND W KWAYI' THE FOI-LOWING 'ELEMENTS FORM THE MINI" REWREMEMS+ �-�J L THE. OWNER LEE, REPRESEIMI-INEL %H I_..,FERFORM. WSPECTIQNS.. 51-AMNLALL.Y. AND.. FOLLOWING- SIGNIFICANT ILARGF� STORM EVENT5. THE FOLLOWNNK I7EM5 SHALL BE REVIEWED- CONDITION OF THE VEGETATION, DEPTH OF ACCUMULATED SEDIMENT IIF ANYL PRESENCE OF EKO510N OF ANYL CONDITION OF THE STORM PIPES, CONDITION OF THE PIPE IN.ET5 AND OUTLETS. AND CONDITION OF THE VORTECH TREATMENT UNITS. ANY 055ERVABLE DEGRADATION OF THE STORM SYSTEM SHALL 19E NOTED: 2. THB OWNER RJR REPRE5EMTATAVEI SHALL COMPLETE REPAIR. OF ANY ITIOR, AS REQUIRED TO NAWTAIN OPTIMA:, SYSTEM OPERATION. AT A MINIMUM, THE FOLLOWING ITEMS SHALL BE INCLl1DED- A ANY EROSION G 1_1E5 6 INCHE5 OR DEEPER SHALL BE FILLET) AND VEGETATION ESTABLI5HM IN THE D15TURBED AREA B. 5ISDMENT ACCUMULATED TD A DEPTH- OF MG& THAN DT INCHES IN TFIE GATE 15"M15 OR VORTECH TREATNi9h SYSTEMS SHALL BE REMOVED. VEGETATION SHALL ENE e5TABLI5HIED IN ALL 015TURBED AREAS. C. VEGETATION SHALL BE ESTABLISHED A5 NEEDED, W AREAS OF DARE 501E TH15 15 PARTICULARLY IMPORTANT IN FLOW ARE WHERE VEGETATION FROVIDE5 SEDIMENT REMOVAL. D. HAYBALE DAMS AND70R SILT FENCES SHALL BE USED IF HPEOM TO PREVENT ER05101,11 AND AID IN THE ESTABLISHMENT OF VEGETATION. THESE. TEMPORARY. MEASURES SN . Imo.. REMOVED .AFTER. THE SITE 15. STABILIZED. AID THE RISK- OF EROSION I$ REDUCED, F. THE GRASSED AREAS' SHALL BE MOWED ' AS NEEDED ' TO PREVENF THE" E5TAEILISH:ENT. OF WOODY"VEGETATfON 3. THE .OWNER SHALL MECHANICALLY. SWEEP. AND REMOVE SEDIMENTSIN THE...PAADWAY. AREAS.PAWNG LOT5.WALYINAY5. VORTECH TREATMENT SYSTEMS. AND CATCH BA5114 5U1,F5 A MINI" OF ONCE PER YEAR. STRUCTURE OUTS1TTO AFDEPTH OFME H2e BELOW OLE LIMITS OF EXCAVATION AYT 0{ I NYII,,, suaWT TIE INVERT. TYPICAL MIT 5TORM15ANITARY MANHOLE I/aoB<I 25 ePR 2M FI�A ATION. a4n A!` Po NTSIf ,A ll NiiL1 �Y`N NTS AS PER tltt 6 SWANSURLWGTax OgGL10TR O RL'caRp uYaWNG O TmvunrARr DATE � HWAL o S�TG„<pNTEPT THE GATEWAY' �'21 99 UYU04 OFLEARY-BURKE ROUTE 7 SOUTH 15MLIN N VT 99064_D3 CIVIL ASSOCIATES, PLC 5 ANDREW AVENUE. SUITE 5 - STORM & SANITARY SEWER PHO4EN JCT. B'18-9VT 990 l -. DETAILS -&. SPECIFICATIONS Q WATER DI5TROUTION 5f EGIFICATION5 I.1 GENERALS --- 1H11 —SHALL UMSKT OF M LADOR: EWMAIp INS, WTERIA6 REOJMED.-FOR TkE ALL MATERIAL POR DACKFI{.LNNI SHALL DE FREE OP ROOTS, IT—, AND FROST, WTBRML> USED LONPLETE LONSYRIKYIOV OF THE WATERLINES AND SERVICES WHICH SHALL INCLINE EXCAVATION, fOR 0A6K I_LRKS TRENCHES $HALL DE FREE OF STONES WEIGHING OVER SO FVAND6, NO 6TONe5 DACKFILLING. PIPE VALVES, TEES, HYDRANTS. ELDOW>. RPD 11, AND — OTHER APPLRTENANLES MEA9LAING OVER ONE AND ONE-HALF INCNCS 11 US"I IN THE LONGEST DIMENSION SHALL OE NECESSARY 11 A GOY 1 WAT¢RMAIN —11 AS INDICATED ON THE ACCEPTED ORI*INY ALL PLACED WITHIN ONE FOOT III OF THE IIPE.INE DEING DACKPIL—, MATERIAL5 AND INSTALLATIONS 5HALL DE APKOVN MY THE LOCAL MUNICIPAL WATER AUTHORITY. DAORFLLL POE A PRELIESSMIALI ENE PLACED K 51X RICH MI LA.. % EACH LAYER' EERSS I) WATER IPE WTERIPLS' i CUGHEY COPALTED TO NOT _e5> THAN b KRLEN' OF MAXIMUM DRY DENSITY AS DETERMMED MY TE AASHTO-T- STANDARD PROCTOR. PARTICULAR PEELAUTION5 SHALL DE DUCTILE IRON PIPE TAKUHN N THE RAGMEN' AMO -ION GP THE 5—ILLWTEItAL IN ORDER NOT TO DREDGE PIK SHALL EC A MINIWW DIMEKR OF EIGHT 1 .HE4 Ibi AND 6—T CURRENT AWWA PIK OR 51lt TURF HC —FILLS OE DRWGM UP EVGILY. ALL WATERMAIN5 51ALL D[ CID OR AM, SPE K,h1ION AZID. PLDH-CN' JOINT PIPE' NUYUL EE MINIMA TH.-HE9> INSTALLED WITH A MINIMUM' LOVER DEPTH OF SIX SET GLA55 SS. PUSH -ON ANIT ALLEYa0RIE5 —1 CONFORM TO APPLICADLE -0.11U MENTS OF AWWA CIII OR —1 NEGIFILAT ASNL SIARKUS EXCAVATED MATERIALS HOT USED FOR —FILL 5HALL BE DISPOSED OF IN A MANNER SATISFACTORY TO THE EN6INERR. ALL I— MATERIAL OR SPOIL SHALL DE RDOVED PROMPTLY IIPE 5HALL DE C,ENENT MORTAR- INED ON, THE INSIDE I" ACCORDANCE WTFH AWWA-- AND ObPOSED OR SO AS. NOT TO DE CO.ELTKNMOLE TO —FENS. OR TO THE GENERAL PLAN... Oft M51 SPECIFICATION A EXCEPT THAT T Ltl.ENT-LMING ICKNC TH55 5HALL NOT DE - SHAM TNA _ SIXTEENTHS, NCH 15r01 A PLUS TOLERANCE OF ONE -EIGHTHS INCH IIr51 WILLSME VALVE EO%ES ARE TO DE INSTALLED ON ALL EIIRIED VUVE4. THE 00%ES 5HALL OE L T IRON PEIt1A1TTED. WITH A MINIMUE FIVE AND ONE-FOAtTW INCH IS V+'I DIAMETER AND LONG ENWGH 10 EXTENDAS HE tl0� _ _ _ _ DI °a MAD P PE DIAMETERHES 161 Alb LOwORM TO LL05C M AND D a�vT� W11H tE THE LovER FLI�SH 'TOP ITHE LL N SKGIFICATION C900 GL 11 - W T h SGR RAT0 OF IS. K JON11 SHALL DE°THC PUSHWOI LOVERS A OE EKED 'WATER' WITH xA'D LATHS+ TVE D EC ON OF OPEN Hb. TYPE WITH RUDDER RINGS EXCEPT FOR ANTS AT FTTNM AND MALVE5 WHICH SHALL OE AECHANILAL VALVE DO% `'HALL DE THREE PECE "F K. w AIMS. WATR yT Y_ >UDJCCI. TO ROUIWE.PRESSURCS.. EX —NG SW ISI. SHALL -USE CLA55 SOD FIPC. THE CON —TOE 5HALL PROVIDE A s ADLE TEMPORARY Pvc MAR ER APPROVED MY THE ENGINEER nT ALL GATE VALVE5 CLAD 5TOP5 AND AT TE DD OF WATERLINES TO A POINT SIX INCHES 1,S FITTINGS, WI ABOVE PIN15H 6NADE THE MARKER S14ALL ENE SEATED SEUJRELY INTO THE GROLND. DUCTILE IROI FITTINGS SHALL DE CEMENT -LINED, 10VE MO FOUND5 WORKING PRESSURE. C. FIELD. TEST — AND DE IN ACCORDANCE WITH AWWA C-04, C-H4 AND C-IRO OR C-153 FOR COMPACT' FITTINGS. 1EC.IANICAL MINT AUTS AND DOLTS SMALL DC NIGH STRENGTH. IOW ALLAY STEEL PER —1 A EXCEPT AS SE WDIRECTED, ALL PIPELINES >HN. TESTED. KLIE5 _AID IN D4ICTILE IRON LARGER THAN K INCHES PDT 5HALL STANDARD DOD ATIO1 OR DEDDEOIN CONCRETE SHALL DE TESTED PRIOR TO DACKf ILLING oR THE PEALING OF LENGTH EWAL TO CLASS S30 LAST IRON P NGS. CAST IRON CLASS >30 FTTINGS WILL ce ALLOWED CANSRCTE, AND ANY EXPOSED Ill- 5HALL DE TESTED FEIp X T FIELD PAINTING. THE LONTRAGT EU IN LI' Of DUCTILNA E- NN FTTINGS N SHZE>-k.ARGER TFMN"TWCLVE' INCHIES-IIS'Y SHAM ­15HI- ALL GAAEDS, TE5TIHKs PEIT I;. LAPS;. MIA. ALL M APPOCIEDSS''ARY'EOUPMENT AND LA60R TO PERFORM A MAX E I O PRESSOR£ TEST IN SECTIONS OF AI APIPE M T EACH VALVED AS SHOW RETAINER 6LAND> OR AN ARROVCD EgUAI 5HALL DE uSED ON ALL VERTICAL MEND FNESENN OK ML'M Of ONE THWSAND GEEY IW00'! Of THE PIPE SMALL DE TESTED. ALL AND AS SHOWN ON THE PLANS. PRE}BNCC OPATHEXQR61IEF.R. 14 GATE VALVE RESILIENT SEAT, POW THE KE55URE TEST, THE CONTRAC'TNR SI4LL pEVP1OP ANp MAINTAIN S00 POUNDS PER VC9 SHALL DE MAN,FA.CIL-D IN NORTH AMERILA TO MEET ALL KEWIREMCNT5 OF IPA I—M I— FOR TWO NKKMS. FAILUE TO HOLD THE DESIGNATED PRESSURE POE THE TWO— SKCIFICATIOND L-5O°L vALVES TWELVE s IIYI AND SMN.EER SHALL DE DLDd.E-TIGHT•ZERO PERIOD LONSTIYU A FAILURE OF THE SECTION TESTED. THE LEAKAGE TEST SHALL DE FEEMORNED LEAKAGE AT SNJ PS w(M MH M1tE55uRE. 1 SH LL HAVE NOIJ-R151W STEMS. OKN CONCMAR[MTLY- WITH THE rRCSSURE ANT. DW— THE TEST. TH¢ CO4TRACTOF SHAU,. MEASURE THE THE LOIMTROACKWI5E.I ADN DE PROVIDED W vETWO INCH 121 SWARE OPERATING NUT WITH ARROW WAN ITT OF WATDGt REWIRED TO TAIN THE EST PRESSURE LEAKAGE SELL Ni C%C.FED LAST IN NETAL TO 1HDIGATE DIRELTON OF"O•ENING. WANTITY OIVCN Y — VALVE -SINCE HAVE AVdEERS NAME: PRE»URE RRT— AND YEAR IN WHBUI AAMPACYURCD L 5D I1p1AKE ROOT OF PI / L)J.SW CAST ON THE DODY. POR TO SHIPMENT FROM TH¢ FACTORY VALVE SMALL VASHALL OC TESTED MY WHERE, L E N bALLON>/HOUR MOR STATIC PRE9>LMCEWAL ELPED TO TWICE THE SPA-1- PKEnIPE —le. VALCORKAG VE5 SHALL 5 LENGTH OF PKL NE TESTED DE INSTALLED WITH A VALVE W. D DIAMETER OF PIPE IN INCHES P AVERAGE TEST PKSSUtE 1. Ps IS VALVE W N t1ROWITH ATOP —I AST ROAEE-fIECC RIDE -TTK fLAN6C FIVE AND ON¢-FOlETHS INCH IS V4'I ALL TESTING 5HALL DE IOOLICTED IN ACCORDANCE WITH AWWA 0-1600 LATEST REVISION, C SHAFT, 6OCN OF TRENCH MAT. SNOULD ANY VSECTOI OF YTHE PPE PAL ETHNt THE PRE>9UE CR LEAKAbE TESTS, THE CONTRACTM SNAIL DO ING NE TSARO LOCATE AO REPAIR OR REPLACE THE DEKCTK PIPE, FITTINGS, CAST IRON L1.—MARKED 'WATER' AND INDICAT NEv O RECTIOA GF OPENING. OR A N f EXFPAlSE eT0 THEYTOMRIER D. D>AreGTlde 10 fIRE HYDRANTS• ALL FITNJAhMf} ARE T DE hT. D' MINIMUM D4AMET'ER AND LIMITED THISFq.LOW.IHG-NWRE> GHEOIt ON OF ERMAIN SHILL DE CONDUCTED ONLY AFTER TE MAN HAS DCEN NKLLER A-4SJ OR DT d1A101AN K-b A. PCUSHD AND CLEAR. STREW MG ODTAINED A5. DETERAIHED'..tl THE @xOIN[R MAIN VALVE OPEN 3 N NCHE> ONTRALTOR SHALL FUWI>H ALL LIWK CWfMEN 1ERAL5 AN(> TOM NELC55ART TO NOZZLE nRR ONEMCNT TW06S 1/S INCH ro5E NO2LE> WITH bl THREADS PER OISIN'FEG PIPE AND PPURTENANCE> N ACCOROAIC. WITH THE AWWA STANDARD FOR C/2 +.v> 1NC nuMPSR NOZZLE WITH WI DUINP GTND, WATERMNM, L ML WITH THE EXCEPTION OF THE TADLET METHOD THREADS PR RICH H THE METHOD OF DISINfECT1 SHALL DE DY THE CONT1— FEED METHOD —11 OTHERWISE INLC1 CDHNECTION D INCH KCHANICAL JOINT APPROVED DT THE ENGINEER. AFTER PILLING, FLUSHING, AND THE ADDITION OF GNLC IK 50LVTION OPERATING NUT }TANDMD I Ill INCH PENTAGCM THE Me CNARNE CONCENTRATION WITHIN YFE PIK 5HALL DE AT LEAST 50 MG/L. TIE ULORINATED DIRECTION OF OFOUNIP• IOUNTEACLOCKWIM WAFER SNAIL REMAI". N MA"M IOt- A —100 OF AT LEAST S4 HOURS AT THE MO OP 'MIS. I-CF ENNEL®' RCO PERIOD TIE _ATCO WAtt N ALL PORT— OF TIE MAIN SWELL NOT HAVE A RESDUAL OF 1E55 THAN DEPTH OF DVRT HYDRANT 5HA 1. OC INSYN,IED TO THE MAMWALilRCRS 10 MGft OF PECE CIEOt NE. ALL DI> NFELT ON SMALL DC PERFORMED UNDER THE >L 1510N OF INSTRU4TIOND WITH N022LE5 AEgUi IW ABOVE PNI>H GRADE. THE ENSINEER THE 01-1 OI FIT-11 }MALL Me DPEMFD ACCEPTABLE ONLY AFTER 19 1> HYDRANf DR•V1GHE}• SIMPLE OF WATER PROM THE FLU51E0, DI>INECCTCO TAN TAKEN MY THE ENGINEDR AND TESTED T' AN. AIFIEOVED' LADORA.TLRY SAW .NO EMIDIMIE. OF DAGYARIOLOGICAL. COHCAMMATION Tn>5CA1d. Es NI51>T 0I H PDT MIEL L JOINT GATE V DISINFECTION 5HALL CONFORM TO THE LATEST AWWA C-651 MVISION ISM' MIND IYENUA"O A SMALL CONSIST POOT (41 LENGTH OF SIX INCH 10T CLASS 52 DUCTILE THE PIPELINE AND APPURTENANCES SHALL be MAINTAINED IN AN UWANTAMINATED CONDITION IRON rIPE WITH A CEMENT-L(NING, AND THE FIRE HYDRANT. UNTIL FINAL ALLCITANLE. 101>INEECTION'MAIL DE ERECTED WEN AND WHERE REWIRED AT N THE HTORAM SHALL HAVE AT LEAST EIGHTEEN INCHES IC'I ME— THE E-1- OF THE E%NODE TO THE OWNER UNTIL FINAL ACCEPTANCE DT THE OWNER STEAMER CAP AND THE 6ROAD. POE SINGI-E-PWILY HOWiE SUSOIVISIONS, THERE WILL OE AT LEAST E. FRO5T PWOTELTILA OF SHALLOW WATERLINES ONE HYDRANT A EhLH INTERSCLTION AND A MAXIMUM OF WOF T b001 DCTWEEN HYDRANTS WITH n PLOW OF 500 GALLONS AM MINUTE WITH A 20 P51 RESIDUAL FRES$Uft H. LE55. T.HAM..y X — b1- N CONO,. OVER THE. Rl.O.WNL. OR PROM EALHIHYOtAN. WHERE INDICATED ON T THE FLAN», SMALL 0E .1 OF AGAINST FREEZI DT INSTALLATION OF FINK INU1 (AT THICK 5TYR0'OW 5M IN>LL.ATING SHEETS WITH A TOTAL WIDTH OF TOUR POET M) OR IA LDNSTRWTIOI MET —I }�Y1G6 THE PIPE .1—TER, WHILHEYR IS bRCATER, TIE SHEETS SMALL I E 11— SIX INCHES bT ADOVC THE CROWN or THE WIN AF1OU LOMPAG110N OF THE 11X INCH IS) LIPT I —IA— A. 1NXEC1ION AND TESTING AOOVC THE CROWN CARE SMALL OC C%RC15[D OY THE CONTRACTOR'-- DACKPRA. AW COMPACTION OVER THE 5TYROPOAIA SHEETS TO PREVENT DAMAGE TO THE SHEETS. 5TYROF°AM 5M ALL Fi AND FITTINGS 5HALL DE ­TED AND TE5TC0 IN ALGA D NCE WITH THE SHEETS SHALL MEET THE --le STRENGTH REOUIREAENTS OF ASTM DO 11 AND MALL ANIX—NEF'S 51YECIVILATIONS AND TAW AFOREMENTIONED AWWA 5KCIFICATION5. THE DE ASMANITADOWWCHEMICAL LOMFMIC ANY. MIOLAHO. HIGAN, OR M1WTVILeNT. N NO COMR.ACYOt 51VL4 IURxISH PONE APAOVAL CEATIPW —V— T IIPE MAMFACTVKEK THA LL CASEN 1HE WATTERLT DY LINE} VE LESS iH FVE Ml 61 OF LOVER OVER HE TOP OF THE PIPE. TESTS HAVE D¢EN PCRFDRA D W ATISFALTORY PURSUITS. PIKHALL 5NOT DC INSTALLED WITHOUT THE ENGINEER'S OR WATER AL—ITYS APPROVAL. F, HYDRANT FLOW TESTING O' NOTALLA110N A HYM 5HAL1 DC FLOW TESTED UPON COMPLETION AND ACCF 1— OF THE IN LONSTAUCTION. DATA SHELL DE ODTANED' AO SWATTED TOOTHE TOVM TO ALLOW THE PIPES PITTINSI, AND ALCCYARIES SHALL DE CMEI'U.LY HANDLED VOID D PRIOR 1H6 DETERMINATION OF PIRG FLOW AT ZO PSI OF KSDUAL PRE55URE, TO THE CIA OF ACDEFTANCL OF TIE PROJECT WORK MY THC OWNER THE TEAL OR HALL REPLACE Ng W PIPE ON ACCESSORY FOND TO DE DCFCLT VE AT ANY TINE NCIUD NG AF CR NETALLATIOc NNFI GRADE ATY NO C%KN}E TO T OWNEL R. A L NSTALLAT ON AND TESTNG SHALL DE POE IN ALLOROANCE WITH AWWA STAPONRD L-600 AND ANSI SFELFCATON ASt. PFCS SPOWNIG CMCK> SHALL DE M— D P CRACKS OCCUR N THE F ON-TUT-O SOIL CONTRACTOR. WY, AT HIS. OWN CWGbE. AND WITH TE. APPRO AL. OF THE MNEIKE CLIT DIF TYE, LRALKED FORTONS AT A POINT AT LEAST TWELVE HUES I]T FROM THE VISIBLE LIMITS OF THE ITIONFILL WITH CRACK AND V5E THE SOUND PORTION OF THE PK, A > AND FITTINGS SHALL DE CLEARED OF IH THLY ED MATERIAL A fORE GN MATTER AND 0P 1I PRIOR TO INSTALL 'ION AND L Me KEPT -AN UNTIL THE TIME HOR0U P rz0 OIL ALCEA,AH. DY THE OWNER y IN NO Uo.D. 8., AMERR D HNLK E AND cMPA PYD SNx �L SYSTEM HPINO FIRE-CONNELTON CK BACXR.aw OeaannwOVO TO SPRINKLER EWNnM vALYE PEMENTdH vALME SYSTEM "'� ODMESTK WATEPo'LHE REw¢R WATER / 5PR INKLER CONNECTION N TS NOTE: CURB STOPS AND/OR GATE VALVES 5HALL NOT BE PLACED IN PAVGJAENT, CUM OR SIOEWAfK: -Y UNDIE-RED Ik RY SdL °VaAE O,�OdSRT 94L INS.- HYDRANT TEE r J=— Atl MEGLUO' � �pFR04EOEEWAL v J/4 NE DRUM O DETAIL FCA BEDDING b• dI D.I. REOUIRORNI3 HYDRANT DETAIL NTS NOTEr «Tn�or°o>ib ml EPMATION L 6[ LADLb�' HNult>DCNiE��5iMe0 0[IXx TO EONS. rfE Wj:I�POssbLE OR utEO A ANN[MiKEIOF 1 dt PM IYDOITtKlw. LINE IS SAETWYALaAST a Ar r0 OALNOK [�ixL TEj. TO -1D[ w.ONiOn� Ry pMid.. MOTEL WATER LINE CROSSIN65 EP THE C.�M•O»Id.eF�MZRT�Aµwp'�Wmc N11vERiC�i,ETUy R w0.OUT1m t, WO«MOI�>I rQpWI�Ml AWA1�CHRLIENENMZVOF AE oxMpDlyiAwGE rP 6SSD.FKi Clr IS�eRI'Att�A,HSl1�H[� e5 0 w. M SOIHKEWV�p[ 5 ENU ISO.>bDNNSTHR. We MM I�.— EniO�it o 2e w.alOrNo°slrt� wiWIR yMs NRN N FOX *K SEMII CENTER ONE LENGTH OF PIPE OMER SEWER NEW WATERLINE NEW WATERLINE SEWER PIPE TREr4 AT - -I III IIII IIII NO w5, >ar d TO — POST �l __!', �L ' Lj>.>,DA SM DALY ly a{ LJ L.I LJ LJ ea.i} b>1. ro. D� NM MI E. DUMP5TEK FENGINC2 (5EGTION VIEW) 1 0, Ir I .del~• A ' 9 I h I - H NH text net N AWO : FEMe I I.T. woOO Ne[i.a % Al AIV 111 'JI ] N v Hrucs e / . wCOC N.OL[D ��— i' 9 �Iryyl f Ivo \ i TYP A% %YIP 11. eG.r DUMP5TEK FENGIN& (PLAN VIEW) NT5 OxxIO TOY c'dMNMsoR IprO RIP DLR4 PA ALIEU IA Nr SERAc mMOW Rp SALv IMILs E AXWE UJ GATE DETAIL^ 4 f LIE:_ GV o Ll VA 1 A/%�, xPL rw cm 7) 0 UA AU. w1 POLLARD DETAIL „01A X f-D A� Ml NT5 n aT N GATE DETAIL (5EGT I ON) T/ss/N, �SEuwNmON l/1/01 ,.%x SEE PA..— AS PEP�U�D1G GNnNAITUN R M NT NOTE. PLACE 4 mJ POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK - — — Is' Dabs ED arnAW EAg -- THRU5T 6LOGK END AREA DUMPSTEK/REGYGL ING PAD DETAIL NTS THE CONTRACTOR SHALL NOTIFY "' SAFE' AT NTS 1-800-225-49» P ANY E%CAVATION- 1 �MwA 6 No, M s•�•. aA1w =,r 5477 z � PJOOI A if '4bISWx4° \��` PJO ,,P AEEI�1111 \M �l NT5 O REOdm__O O urAW_ T011 99 . WA o I /LGNLYPF TIE GATEWAY 0 1-� ,� Ti 99064 OTLEARY-BURKE ROUTE 7 SOUTH BURLINC>T VFNE CIVIL. ASSOCIATES, PLC 990E4-D: 5 ANORfW AVENUE, SUITE 5 WATER PHONE X 878- 990 / DETAILS & SPECIFICATIONS 11 AT ALL TIMES WHEN THE PIPE LAYING 19 NOT ACTUALLY IN IRO6RC59 INE OPEN ENDS OF THE THE o s T IDHE — THAN B °RE DEP CENTER ONE LENGTH OF PIPE PIK SHALL DE CLOSED BT TEMPORARY WATERTIGHT PLUMI' OR MY L NET APPROVED MEANS P ENTERED ITT Pf E - WATER 9 IN THE iRENH WHOM WORK IS RCSUAED, THE PLUG SMALL NOT DE REEVED LINT L ALL SHALL BE SHEETED OR UNDER SEWER DANGER OF WATER ENTERING THE PRE HAS FASSED, THE PPE SHALL DE INSTALLED IN TRENCHES �LODe pEO l0 E OLE iH PIPE AND AT THE LINE AND -GRADE SHDWN ON THE CONTRACT DENNNIPS: IPPROVED ROE ,: W 0 ANY DEFLECT ON AINI'S 5HALL DE WITHIN THE LIMITS 9KCPIED DT THE MANUFACTURER ALL BAC T O .LY OF PPE) PIr� AAD AFPUtTEN—S CONNECTED TO THE EOIIFMCNT 5HALL DE 5lPPORTED s0 TINT NO COMP 0 N B' STRAIN WILL. DE .IMPOSED. - THE.. EWPA'LNT.. P T EW.EMONT MANUFALIUR I YP 1111AII.. _E� M I �' My�tl�� CP wARR1FRXHAUL �"�O INCLUDE THAT PIPING LOADS ARE NOT TO DE TRANSFEREED THE CONTRACTOR SINCE SUMMIT DI AMETER)cEar F cnrlaN aF colr ANRE D E0 RBA R SEWER / WATER 5//E'��PARATION DETAIL COIR;R OR THRUST BLACKS 5HALL T INSTALLED ON ALL PCCIN TEES WILD NOT NEGLECT NG II FOR GRVSS INC�S V OCGRFES OR Nk1RC CARE' SHALL DE TAAET E FNSURC 'T LONLTHR WILL NOT A OI G' D . BE ROUGHLY CONTACT WITH FLANGES. A Mrs. F ODLTs. HE REWHRED IA A OF THRUST BLOCKS AM ND GATED CT[DUR ]/+ 6TO( 1 FOR _--- — Ou THE PLANS OR 5HALL DE AS APPROVED MY T THE ENGINEER. R .1 WWHQEVET AHEE�ERS. CRO}s. LNDEIU..WA'.YCRMAIMS, THC AT S1NLL. ME LAIDATSLY,Nf AN UNds NTS He LEE M IN IT LEAS"> A°°LEE' ° OF THIS TYPICAL WATER TRENCH OL NE'_ D AT," 9EwER.f THIS vERTILAL SEPARATION 5HAL DE MAINTAINED FOR"CPORTION M THE WATCRWIN 512E 3500 P51 3300 P51 LOCATED WITHIN TEN FEET In1'I HORIZONTALLY OF ANY SEWERIT CROSSES FlTTN 8' 8' CONCRETE NTS CONCRETE THERE' SHA.0 DE NO RMIOAC IOY crr°Ff' DERVWEN' THE rItIDUTIDR"SY>YEM NO ANY' p REEAR" iS• O!'f£NRF EACH dRRmON IIM& zz i> 3 PIPES PUMPS, HYDRANTS. OR TAIK5 WHICH ARE SUPPLIED OR MAY OG SUPPLED WITH A WATER 9 PEES 45' 8 i> 1 THAT IS OR MAT DE CONTWMATED Ix INSTANCES WHERE THE USE D ERENT f ES OF PK NN TIPLAN I2' REWIRE IF AINNG THE COMRACTOR SMALL FURNISH AND NSTALL ALL NECE>1A ADnPTMS. 90' 9 16 35 ENO AREA A r ALL TRENCHING' 5AKTY STANDARDS SHALL ft IN OONFORMANCE' TH ALL APFLICADLE STATE AND YEFs OR ONDI RBE0 BEARING END EA NG NBT FEENEAN_ GU OEL HE> AND AS SPEC PIED ON TIE I N> . . - __ R-_ Z5 in AD NST \. 6 WO P51 CONOME A. SOIL UNd51URDE0 THE GOMRALTOR 5 TIMES.KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL _ _ _ - --. - -- SO FT BEARING AREA SOIL WORE. 19. FMI>HPD AND .READY fCR.DACKYELIN, AP.TER. THE VARIOUS PFDARES.. HAVE. CEPM. G e BASED ON. IDD. PSI.WORKIN INSTALLED. THE TRENCHES AND OTTER AREAS TO DE FILLED 5HALL DE DAGMP LLED TO SL06RADE WITH{ ° PRESSURE PLUS 100 PSI SURGE WHEREVER POSSIBLE MATERIAL EXCAVATED FROM THE TRIINCH, NO DACRF ILLINi WILL DE ALLOWED a ALLOWANCE AND BEARING TYPI T. T M.C_D AN NDc- . FS TYPICAL BENDS UNY1L ANY CONCRETE WSOARY HAS SET SLFPILIRNN.Y, As DETERMINED MY THE ENGINEER. ' CAPACITY OF 1000 LBS/SO FT i Slj—GI-L-I CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN 1) Name, address, and Phone number of, a. Owner of record: Acadia Realty Trust 20 Soundview Marketplace, Port Washington, NY 11050 b. Applicant: Acadia Realty Trust 20 Soundview Marketplace, Port Washington, NY 11050 c. Contact: Paul O'Leary, O'Leary -Burke Civil Associates, PLC 5 Andrew Avenue, Suite #5, Fssex Jet., VT 05452 878-9990;Fax 878-9989 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s): All existing uses on the site will be retained. A new 65,000 s.t grocery store and four retail/commercial uses (16,800 s.f.) will occupy a new building and 3,000 s.f. will be added on to the existing building bringing the total of new building space to 84,800 s.f. Parking lots and accesses to Farrell Street will be reconstructed to improve vehicular circulation and separate service vehicles from other traffic. Extensive landscaping will be placed at the front of the site with decorative fencing and street trees. 3) Applicant's legal interest in the property Use simple, option, etc: Owner. 4) Names of owners of record of all contiguous properties: • New Enterprises, Inc. • Farrell Corporation • A. Pomerleau E® JUN 15 City of So. Burlington s #1 CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SITE PLAN REVIEW OWNER OF RECORD Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 (516) 767-8830 #2 APPLICANT Same #3 CONTACT PERSON #4 #5 #6 Joe Hogan Acadia Realty Trust 20 Soundview Marketplace Port Washington, NY 11050 (516) 767-8830 (516) 767-9026 — FAX PROJECT STREET ADDRESS JUL 13 20 City of So. Burlington Mall 189 / The Gateway 516 Shelburne Road, South Burlington, Vermont TAX MAP NUMBER Tax Parcel # 35-01-10 PROJECT DESCRIPTION a) EXISTING USES ON PROPERTY The existing uses on the property are entirely retail with 130,441 s.f. of total area. Of this total, approximately 30,000 s.f. is used for an existing grocery store, with the remaining 100,000 s.f. divided into separate retail uses. Presently the center is occupied by eight retail establishments b) PROPOSED USES All existing uses on the site will be retained. A new 65,000 s.f. grocery store and four retail/commercial uses (17,500 s.f.) will occupy a new building and 3,000 s.f. will be added on to the existing building bringing the total of new building space to 85,500 s.f. combined with the existing XXX s.f., the total building square footage will be 98,970. Parking lots and accesses to Farrell Street will be reconstructed to improve vehicular circulation and separate service vehicles from other traffic. Extensive landscaping will be placed at the front of the site with decorative fencing and street trees. c) TOTAL BUILDING SQUARE FOOTAGE The project anticipates construction of a new 65,000 s.f. grocery store, 17,500 s.f. of retail/commercial space attached to the grocery store, adding 3,000 s.f. to the existing building and the renovation of the existing retail space. The total square footage will be 98,970. d) HEIGHT OF BUILDING AND NUMBER OF FLOORS All existing and proposed buildings are or will be one-story. All buildings will have flat roofs and be less than 35 feet in height. No building features will exceed 40 feet in height. e) NUMBER OF RESIDENTIAL UNITS No residential units currently exist or are planned for this project. fl NUMBER OF EMPLOYEES Presently, the eight (8) retail establishments have 52 full time and 71 part time employees. g) OTHER The applicant has attached a lot coverage analysis showing present and anticipated values. #7 LOT COVERAGE a) Buildings: Existing = 31%, Proposed = 23% b) Overall: Existing = 93%, Proposed = 86% c) Front Yard: Shelburne Road: Existing = 81%, Proposed = 36% O'Dell Parkway: Proposed = 69% #8 COST ESTIMATES a) Building Costs: 7 Million +/- Includes renovations (approximate) b) Landscape Costs: $ 70,000 +/- c) Other improvements: #9 ESTIMATED TRAFFIC a) Average Daily Traffic = 8,085 (existing) / 6,771 (proposed) b) A.M. Peak Hour = 134 (existing) / 102 (proposed) c) P.M. Peak Hour = 488 (existing) / 371 (proposed) #10 PEAK HOURS OF OPERATION It is anticipated that the peak hours of operation will be 10:00 AM to 3:00 PM #1 1 PEAK DAYS OF OPERATION The anticipated peak day of operation will be Saturday. #12 ESTIMATED PROJECT COMPLETION DATE July 2002 #13 SITE PLAN AND FEE Attached Mr. Ray Belair July 13, 2001 Page 2 of 2 1. Application for Final Site Plan Review; 2. Five (5) copies of plans; 3. One (1) reduced copy of plans; 4. ITE Trip Generation information; 5. $60.00 application fee. If you have any questions, please call. Sincerely, Paul O'Leary Jr., P. . Enc. 1999/99064/bela ir4.doc Shopping Center (820) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday _ .. rP i Number of Studies: 299 c� � Average 1000 Sq. Feet GLA: 331 -t Directional Distribution: 50% entering, 50% exiting�� L� Trio Generation Der 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 42.92 12.50 - 270.89 21.39 Data Plot anti tquation 70,000 60,000 50,000 40,000 30,000 20,000 10,000 :X X'' x X X X"' X -----,.... X- ;-----,--- X X X. X X X X. XX. .' .X X. X X :XXX. X • # >4f X X ; X X X :X X ' X ' CSC XX X X X X X. X ' x X XX X X X X , K XX X X 0 100 200 300 400 500 600 700 800 g00 1000 1100 1200 1300 1400 1500 1600 X Actual Data Points X = 1000 Sq. Feet Gross Leasable Area Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.643 Ln(X) + 5.866 R2 = 0.78 Trip Generation, 6th Edition 1337 Institute of Transportation Engineers Shopping Center i (820) Average Vehicle Trip Ends vs: 'JUL 1320 320 On a: BUrlin�,#on Number mber of Studles: Average 1000 Sq. Feet GLA: Directional Distribution: 1000 Sq. Feet Gross Leasable Area Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. 96 292 61 % entering, 39% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates 1.03 0.10 - 9.05 Data Plot and Equation 1,601 1,50( 1,40( 1,30( 1,20C 1,10C 1,000 900 800 700 600 500 400 300 200 100 0 Standard Deviation 1.40 ... .. ' . -- ... ... ... ... .• ... ... ... ........... -- -- ........... ' ........... ... ... ... ... ... ...:.X.� �... ... . . . ._ . . . . . . . . . . i X • ... .. �! . ... .. ... . - - - �;/ ;X • , . . . y. . . . . . . . . . X- . - - - - . v. X ' 'X X. ................... • _ • ' .1 . • _ _' -X.. . . . . X . /v\v. �. ., •// �..�. •. _ x . . .... . . .... . . .... . . . ... . . .. . . . . . - - . -X-X ( X. .: .X X. / X X' • • • X XXXX. . ... ... . .. ... ... . . . Y_ X ; : _ - - 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.596 Ln(X) + 2.329 R2 = 0.51 Trip Generation, 6th Edition 1338 Institute of Transportation Engineers Shopping Center (820) .1(lL Ave age Vehicle Trip Ends vs: 1000 Sq. Feet Gross Leasable Area On a: Weekday, T Peak Hour of Adjacent Street Traffic, " `J One Hour Between 4 and 6 p. m. u�1, 1rT]gtOii' Number of Studies: 401 Average 1000 Sq. Feet GLA: 383 Directional Distribution: 48% entering, 52% exiting Trip Generation per 1000 Sq. Feet Gross Leasable Area Average Rate Range of Rates Standard Deviation 3.74 0.68 - 29.27 2.73 Data Plot and Equation 9,000 8,000 7,000 C 6,000 W C. H 5,000 d 4,000 3,000 2,000 1,000 0 ..................... . ... . .. . ...... ............ ---------------- X X �' X >' X X ' X alC -----------------------X ........... X ......... X-------------------- X X, X X ,'' X X X X X X --••------•-- X X>' X X X X, �`' 7t� Xx, XX X x X X----------------------- ------......------..... � : 1© XX------'---•-------------------------- X 0 1000 2000 3000 X = 1000 Sq. Feet Gross Leasable Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.660 Ln(X) + 3.403 R2 = 0.81 Trip Generation, 6th Edition 1339 Institute of Transportation Engineers CZTY OF SOUTH BURLINGTON DEPARTMENT OF PI.,ANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August io, zooi Mark Kane S.E. Group 156 College Street Burlington, Vermont 05401 Re: Landscaping for The Gateway Project, Shelburne Road Dear Mr. Kane: This is to follow up on our conversation of August 9, 2001 regarding the landscaping for The Gateway Project. Landscaping for this project is a very important component of the site, given this property's highly visible location. The zoning regulations require that a certain percentage of the building construction costs be put into landscaping. In addition, the regulations require that the front yard not exceed 30% coverage in order to have space available for landscaping. The type of landscaping typically required in the front yard are street trees with a minimum size of z 1/2" caliper. The landscape plan presented to the Development Review Board on July 24, 2001 complies in all respects to the requirements of the zoning regulations and the Development Review Board. This plan is acceptable for final plat review. If you have any further questions, please feel free to contact me. Since- ; Iy, aymond J. Belair Administrative Officer Td O'Leary -Burke Ci, Associates, PLC June 14, 2001 Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: The Gateway Shelburne Road, So. Burlington, VT. Dear Ray: Please find attached one reduced sheet and five full size sheets of the sketch plans for the proposed renovations to The Gateway project (formerly Mall 189) on Shelburne Road in South Burlington. As discussed previously, we are modifying the layout of the proposed buildings on the parcel. This modified layout, combined with the new parking configuration ultimately increases the green space from 10.1% to 14.8%, an increase of 19,972 s.f. The building coverage was reduced by 4.8% or 19,304 s.f. The parking spaces were reduced from. 559 to 498 spaces, which has a parking space to gross leasable area ratio of 4.96, less than the required ratio of 5.00. Therefore we would request a waiver of 4 spaces for this project. If you have any questions, please call. Sincerely, Enc. 1999/99064/belairldoc 'Leary Jr., P.E. VAI JUN 1 4 2001 City of gton 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET FIRE CHIEF'S COMMENTS for the 7/24/01 DEVELOPMENT REVIEW BOARD MEETING i. Sketch Plan, 516 Shelburne Road The proposed building should be sprinklered. z. Sketch Plan, i58o Dorset Street The multi -family units should be sprinklered. The gravel access drive is not recommended as a second point at access. A paved connection to the north is recommended. CITY ENGINEER'S COMMENTS to the DEVELOPMENT REVIEW BOARD F^7 z+'ly 24, 200I Meeting Sketch Plan, Chittenden Property - Dorset Street i. The access opening to open space land between lots 81 & 82 should be a minimum of 6o feet in width. z. Method of providing sewage service to former Chittenden lots along Dorset Street should be shown. 3. Sewage pumping station should be located at the lowest southerly so that the station can be eliminated and development connected to the Dorset Farms development pumping stating. 4. Sewer manhole near lot 81 shall have a 8 inch stub easterly to provide service to the 36 acre open space area. .5. The gravel access drive shall be 18 feet in traveled width to allow two way travel. 6. The sewer manhole between lots 66 & 67 should have a stub extended northerly. 7. Cul-da-sac shall be the tear drop type. 8. Power telephone and cable TV shall be outside of the street right of way. 9. Sewer _,orce main should Qo straight westerly to Dorset Street where the gravel road is proposed. Sketch Plano Gateway - Shelburne Road i. The site plan prepared by O'Leary -Burke dated 6/i4/oi is acceptable. CITY OF SOUTH BURLINGTON IiDEPART1 E, NT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONTI' 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2001 Mr. & Mrs. Herman & Mavis Thomas 64 Southwind Drive Burlington, Vermont 05401 Dear Property Owner Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Sarah H. MacCallum Associate Planner Encl/td I CITY OF SOUTH BURLI GTON DEPARTMENT OF PI ANNENIG & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2001 Ben Franklin Store Manager 518 Shelburne Road South Burlington, Vermont 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would development, or attend the hearing. Sincerely, like to know more you may call this scheduled public Sarah H. MacCallum .Associate Planner Encl/td about the proposed office at 846-4106 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2001 Wright & Morrissey 60 Farrell Street South Burlington, Vermont 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would development, or attend the hearing. Sincerely, like to know more you may call this scheduled public Sarah H. MacCallum Associate Planner Encl/td about the proposed office at 846-4106 CITY OF SOUTH BURLI ��-��'�i�T DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2001 Manager Kaigle°s Citgo 510 Shelburne Road South Burlington, Vermont 05403 Hear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would development, or attend the hearing. Sincerely, like to know more you may call this scheduled public Sarah H. MacCallum Associate Planner Encl%td about the proposed office at 846-4106 CITY OF SOUTH BURLINGTONT DEPARTMENT OF PLANNING & ZONING 575 5 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2001 Pomerleau Agency 69 College Street Burlington, Vermont 05401 Dear Property Owner: Enclosed is a copy of a public notice published in the Burlington Free Press. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106 or attend the scheduled public hearing. Sincerely, Sarah H. MacCallum Associate Planner Encl/td TOTAL QARCEL 424,554 sq. R. 9.74 cres COMMf-�iClAl 01STRl P'2"��'^'�- (LT'01ifCti rd I°f 2 NEW SMMYI RIM^21J 15' 8" 5OR35 IN 0' SOR35 p -� OTE ILAN NORTH OF THE GATEWAY PROPERTY RELOCATE LINE 15 A5 HYDRANT PROPOSE, BY AND GATI NEW ENTER VALVE --" PRISE ON A PLAN ENTITLED DELL PARK MPf II .I,.L. WAY BY CIVIL ENGINEERING PI lP - - ASSOCIATES YE, _ Tk AN PMf f: N/F BEN FKANKLIN 9Mrl P IF Ii - P v a' I I 01 2�5nu 51 - NEW 8' SDR35 IN 20569 FX NH NM 21, B I N 0' ' I MAGNETIC EXI5TIN& PARCEL INFORMATION STANDARD PARKING 5PAGE5 579 CONVEYED FROM CONVEYED TO AREA HANDICAP SPACES N BOLNDARY LINE TOTAL PARKIN& SPACES 510 __ I AREA A FARRELL ACADIA REALTY 0.053 AG I u__ PARKING 5PAC,F5/1000 S.F. &L.A. RATIO 452 20NING BOUNDARY AREA B ACADIA REALTY NEW ENTERPRISES -0.196 AC - - -- .-__ I j AREA C NEW ENTCRPRISES ACADIA REALTY 0.143 AG ',Lr'-'-- GREEN AREA COVERAGE 30,373 5P 7.2 X .- __NET--- - O AC- ] p BUILDING AREA COVERAGE 130,441 SF 30.7 X EXISi1NG SEWER PIPE - PAVED OR CONCRETE COVERAGE 263,740 5" 62.1 X PARCEL AREA 424,564 5F 100.0 X E.XISTIN& STORM PIPE - -- _- I FRONT YARD COVERAGE 130X MAXI 80.5X EX &AS LINE, VALVE. METER EXISTING WATER LIM1E --- --- W PROPOSED PARCEL INFORMATION im a { `�' --- STANDARD PARKING SPACES 479 OVERHEAD WIRE ---- ---ui - - ---- INSTALL SILT NLE IOR TO BEGINNING 1 F_'X Cf '�-'-- OF CONSTRUCTION 1 R,IM 2 B i a-' HANDICAP 5PAGE5 19 L____44 A` -DOTAL PARKING 5PAGE$490 EASEMENT ARKING SPACES/GLA RATIO 496 IJGUARDRAIL &KEEN AREA COVERAGE 62.621 5F 14.8 X�_ T ._—.' e lN0•:0061 -I I NG AREA COVE A&E 100.470 5F 23.7 X - _� - _ PA PAVED OR CONCRETERI OVERA&E 261,463 5F 6L5 X CHAIN LINKED FENCE j �•• --"'� AREA 424554 5F 100.0 Y. _ _- -...�..a.,.. .ls P.� PARCEL IRON PIPE FOUND IIPFI O , X ,✓� - FRONTL YARD COVERAGE FARRELL STREET 130X MAXI 69.9 X REBAR FOUND IRBFl I � —�/ C � N FRONT YARD COVERAGE SHELDURNE ROAD 130R MAX.1 400 R t N CONCRETE MONUMENT FOUND (CMF1 ■ i 4 ti k o VTIL ITY POLE WITH &VY WIRE gyp„ p III 1 1 T/J �4 II++ } I HANDICAP PARKING SPACE /i llyy 0. NOTE WATERLSERVICES FROAND M _, _. ,1 / - ,/ Via^""• ¢4�4 CITY OF SDOVTH DORLINGTON SHALL ELECTRIC TRANSFORMER (tip ^ram ¢ NOT BE INTERCONNECTED EITHER 4v¢�vyy \ EXISTING 15 CMP TO LW INSIDE OR OUTSIDE THE BUILDING. WTFALL ALONG 1-189 RAAf� MONITOR WELL a �Q _-_EX_15'_OMpML F - FIN15H 5POT GRADE _ ST-v__ .)k CONTRACTOR 5HALL. SILT FENCE .`IA y, INSTALL 2-4 SLH.40 EXISTING GRADE CONTOUR ;tll------- } ♦ II p1y72 �� Td C ,. j TYP. I PVC CONDUITS TO O CT P REPLACE OVERHEAD FINISH GRADE CONTOUR iSILT PENCE DE ,+UNAIN WITH CLEAN -OUT rE:(I`T N('> re 1111FOKMERS ELECTRICAL_ VAULT IK305) W/2-4' PVC, CONDUITS �nr - - q Z { -- _ - THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM "- ,� I VERMONT NAVD 88 GMI-31 ON SHOT }j8460 SHOWN AT LEFT I h �I RZIPf)51U5(4 L/tMAhhl+f s . -.-' _ , m •. a '� �'"7 II oI. l HY RANT TO REMAIN i e E."WED �_ `a TR JN& ({� Ell • RES IPE PARY �^y��C9 i A ( STALLS, TYP. + ({� F c I II ' CItOf Y St/�/�p , BU1 lingtan I I _. 3a 4 - I S ACES 3a 5 LE5 5 CES ,A 3a 5 LE z I 32 LE5 \ ^-•- I I St6 DlC AP .I t � -' _ ,i TP.ANSFORMER GRAPHIC SCALE B1 i I � � NOTES L x h = 40 2. I, EXISTING 51TE INFORMATION WAS OBTAINED FROM A &ROUND SURVEY COMPLETED BY 01-FARY-15LRKE CIVIL ASSOCIATES DETWEEN 8/17/99 AND 9/15/99. 2. EXI5TIN& UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE 5E5T AVAILABLE INFORMATION INCLUDING PHY5IGAL PULLING OF LOVERS, SURVEY LOCATED VALVES, HYDRANTS AND aV"' J S ✓9; ) I OTHER PERTINENT ABOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER 51TE C h ♦ UTILITIES PLAN REVISED, "ALTERNATE• 43 BY FITZPATRICK LLEWELYN DATED MARCH 1989, 3. THE VERTICAL DATUM ON TH15 PLAN WAS ESTABLI5HED ON VERMONT NAVO 66 U51NG MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF BEN FRANKLIN, 4, THE CONTRACTOR SHALL REMOVE ANY EXCESS OR IMPORT ANY REQUIRED MATERIALS AS --- —_ _ — _ _ 5 THE CONTRACTOR SHALL REMOVE ALL THE EXISTING PARKING LOT LIGHT5 AND BA5E5 rt( EIOCATE HYDRANT =�E _ - -.-_ 1 ISTIN& ASPHALT / / a GATE VALVE \'i--� ( I � / -W� YDRANTSTO � �^ el� � � I ' HYDRANT T� / IOU w ---L- - --__ 6. THE CONTRACTOR MAY. WITH THE OWNERS PERMISSION, RECYCLE THE EX REMAIN REMAI _ AND/OR CONCRETE FOR REUSE IN LON5TRVGTING THE NEW PARKING AREAS. 7. THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP BARS, PARKING STALL LINESTRIPING. 1 { / P - t �'•'' HANDICAP PARKING 5TALL5, CROSSWALKS, "FIRE LAB' AND "NO PARKIN&' MARKINGS, AND PAINTED ARROWS IN THE BA5e BID. I :p 5 LE5 f�AA®' 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. �{ ,4X 111I THE GONTRAOTOR SHALL NOTFY DIGSARr" AT / i / tt �wI yy U'L —aY III J/ b 5 LE5 `�10 547749� r plpnning&devigv MDK - Pi ~ 5 P .'I � / ,;'� CF� _ I •/elµ ! 156 Co0nes SYxem �Ker x ph.a(mz)eszoova iverev, 1 i (( x � I�•� ' { III- j � 0 � K � . �^r + � Pr�r� y, ' - _ R�. BY — — 1 �n a4' o urneo ar4wuc o PrrvuwARr r' _ I a _-......� � oecA a NN.L sxcrcX/coNcrFr e 1a o1 5 I I / � v GATEWAY 99064 r Wtlon dUle '^�^u""" LL EXISTING MALL 189 51 5 _... Fl GH M T[7L• 99064-S2A Bav4lown_ReWew Boertl,TM i _ _ _. __ c Djv�. R�� E ' KC ROUTE 7 ilk SOUTH dURLINGTON. VT n0e ,VeITw onme_aWW _ �,„ s,rcrr _ __ _ _ ---- vuv . IeoMlremenm or eew oonaluona a eew U. S. ROUTE 7 SH I .-`- - - - - ... _ -- _ _ _ - RJo f th18_GeY 5 ANDESSEX XT, VSUI iE 5 SITE PLAN ®* ELBURNE ROAD- I =40' PHONE: 878-9990 FAX: 878-9989 e O'Leary -Burke Cis Associates, PLC June 15, 2001 Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: The Gateway Shelburne Road, So. Burlington, VT. Dear Ray: Please find attached one reduced sheet and five full size sheets of the sketch plans for the proposed renovations to The Gateway project (formerly Mall 189) on Shelburne Road in South Burlington. As discussed previously, we are modifying the layout of the proposed buildings on the parcel. This modified layout, combined with the new parking configuration ultimately increases the green space from 10.1% to 14.8%, an increase of 19,972 s.f. The biggest change in green space occurs along the Shelburne Road frontage with the width of the green belt being increased by approximately 10'. The building coverage was reduced by 4.8% or 19,304 s.f. The parking spaces were reduced from 559 to 471 spaces, which has a parking space to gross leasable area ratio of 4.69, less than the required ratio of 5.00. Therefore we would request a waiver of 29 spaces for this project. If you have any questions, please call. Sincerely, Paul O'Lea Enc. 1999/99064/belairldoc IED iUN 1 5 20 ,,,L, Vic. Burlington 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHON F 802-8'78-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET J • Thomas Family Trust, Et Al 5) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc: Previous easements have been maintained on proposed plan. 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sever, water supply, street &, storm drainage, etc: The proiect will extend the existing water, sewer, and storm lines to accommodate the proposed buildings. The final plans will present the detailed utility designs, which will be identical or close to the current approved design. 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affect the proposed subdivision, and Include the dates of such actions: The parcel was originally given final approval (SD-04-01) on February 201h, 2001 to demo a portion of the existing buildings and construct a new 65,000 s.f. grocery store, as well as repaving of portions of the parking lot. 8) Submit five copies and one reduced copy (8-1/2" x 11",8-1/2" x 14" or I I" x 17") of a Sketch plan showing the following information; a) Name and address of the owner of record and applicant. b) Name of owners of record of contiguous properties. c) Date., true north arrow and scale (numerical and graphic). d) Boundaries and area of. 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing watercourses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. i) Location of existing septic systems and wells. Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) all applicable information required for a site plan, as provided in the South Burlington zoning Regulations, shall be submitted for subdivisions involving a commercial or Industrial complex, multi -family project, planned unit development, or planned residential development. (Signature) applicant or contact THE GATEWAY South Burlington, Vermont ffyy�t��c�Q� h AN�jr' If -- -,ram-� _ . .^t .r. � rlf/IL: .�, _..�•.�..�+4'v Owner / Developer Acadia Realty Trust 805 Third Avenue, 9th Floor New York, NY 10022-7513 ,T � ar �-�. !" �`� Yr }) y�� J , �-� ,-.y'�' r .�y, J" t'''' f'�l Mr• ` 1t K r� F .v'+Ve7rt�w1 r•,.y+-�c•.'�.. -i vim- � : r- S !r _ ..- _ Y it - r ti DULY 24, 2001 Engineer O'Leary -Burke Civil Associates 5 Andrew Avenue, Suite 5 Essex Junction, VT 05452 Landscape Architect SE GROUP 156 College Street Burlington, VT 05401 Architects Scott + Partners Architects 20 Main Street Essex Junction, VT 05452 RESPONSE TO STAFF COMMENTS - THE GATEWAY (516 SHELBURNE ROAD) DATED JULY 20, 2001 GENERAL: ■ The total square footage proposed is 98,970 S.F. not 100,470 S.F. as stated. ACCESS / CIRCULATION: ■ The plan north of the Gateway, including Farrell Street, is as proposed by New Enterprises on a plan entitled "O'Dell Parkway" by Civil Engineering Associates. COVERAGE / SETBACKS: ■ The location of the building along Farrell Street is exactly as previously approved. In addition the architectural design elements have been improved to ensure a strong pe- destrian orientation towards the roadway. The overall building heights have also been lowered significantly which will also promote a stronger connection to the streetscape. BUILDING HEIGHT: ■ The proposed building height is 35 feet. The previously approved height was 46 feet. This is a reduction of 11 feet or over 24%. PARKING: ■ Parking required is 495 spaces. The proposed plan provides 486 spaces. This is a shortfall of only 9. LANDSCAPING: ■ Landscape Plans have been provided. Newest plans have substantially more plantings (31 trees, 83 shrubs) over previously approved plans, have a greater diversity of plant materials and preserve the landscape berm at the rear of the site exactly as was previously approved in plans prepared by New Enterprises. The front yard landscape is increase to over 25 feet from an existing 8 feet. TRAFFIC: ■ No Responses SEWER: ■ No Responses LIGHTING: ■ A Lighting Plan has been provided outlining external parking illumination. Cut Sheets will be provided. Poles are proposed at 25' with sharp cutoff fixtures and metal halide lamps. DUMPSTER: ■ No Responses OTHER: ■ The proposed sound fence is now 8 feet high verses the 6 feet previously proposed. In addition, two sound walls are proposed along the edges of the loading docks to futher eliminate offsite noise impacts. SUMMARY• Parking Ratio Building Area (SF) Overall Green Space (SF) Front Yard Coverage EXISTING 4.52 130,441 30,373 (7.2%) (80.5%) PREVIOUSLY APPROVED 4.78 119,774 42,849 (10.1%) (62.7%) PROPOSED 4.95 98,970 59,353 (14%) (36%) GATEWAY PLANT LIST KEY DOTANICAI NAME l OMMON NAME QTY SIZE RI MARKS W, E.5 AF 1 A— f--ii A.— EE—' A.— 2 2 Irl.3'ClI. B&B. 6 B—I Ift. (M—) FP i G— All, I I � 'I-,' C', "". 6 B-11i", "l. IMI" I FS PC PFra y— c4kty Pearp, ... vW-- S--' G— All, C-L B&H. S B—I [it. (i ,. 2 1 C,1 H&H. 6 B—I HI (Mil.) SHRUBS. C..l Hl 111.1, 24-.V" R&D. H—Y. PI -I 3l jW� FA S, Sps�pl i Jll Si I 2� 1�24 C G. EWE 124" 0 C'. 189 24.30" B&B, hill, 130* -61 TIC r—, —i d—i Sp—d..g Y— EASTERN BERM PLANTINGS (IN COOPERATION WITI[ODELL PARKWAY POD) KEY BOTANICAL NAME COMMON NAME QTY. SIZE REMARKS IREIS A At. h— ca—le—, REA A 5 5* d—r IM14 DIST 77- 7-.- AS A-1 MW G— MI, Sw., 12 2 �/2-3- (.J. B&B BN B..I. II i Binh 7 8-10, sil S.. i FE F-1— WhimAsh 14 2 2-3'CII R&D r IN i i I— W i Spmc, 28 6-K, C Il-I.d PS P.— —N. P.- 69 C.11—d Mo, A NOTE: rn P NTINGALONGTHE (:N— 8 SCREEN E LNCL LANDSCAPE BERM WILL BE W + ACCORDIN TO SPECIFICATIONS �j (I SOUND WALL OUTLINED IN FARRELL STREET PUD 0 APPLICATION APPROVED By THE W 2pz BUS SHELTER CITY OF SOUTH BURLINGTON. Ua I. 41 i 'I "(RFF1I10 'f IT " T 0-1 )t�DAAIL C WSCRIA,7N Ff NCI DIKE FLACK SIIA-S I I >7 P BENCH , SHAWS SUPERMARKET NDF C 111 1 RED WALK PROPOSED SUPERMARKET]] EXTE -D CANOPY L[ --- ia h SEIELTE 17,50 S.F. ---- ---- ja-- -4 -j (ONCRCTF SIDEWALK ..eD,--WAPF. DETAILw w Lu RA J C:L HI. ..... .. LXThNDl -ANOPY A tL---- A3 M -- - ------- -- -------- E STRFETPRINT I CROSSWALK PAVING I SIRIAIl IQ 4 CROSSWALKPAVING --- ------- - -------------- IT Cali - PARKING SPACES 'I W W3 0 DING YEW -4- F 'LTRFErPRINT..BIKE SIDEN I WALK 4 CROSSWAJILK J4PANI SI S—I A L - ----- 4----i / f / _ _ I ANDSCAO' Di GRAPHIC SCALE ol Fill I a A T, ORNAMENTAL ORNAMEN TAL FENCL 4 wool FENCE 4 40 ft ISE GROUP 'La, AN CML ASSOCIATES, PLC 5 1111KIV A�NtX. St)III I 1 11 iDS 10 TOTAL PARCEL I 424,554 sq.ft. '.. 9.74 aaee k r E;OM , _m COMM " f I �L I `o /J .` J COHpTEYED -LLZ 15 LMP OUT 20282 I 3 LZNOT II, Il �" N RNACATE HMOybTImD bATE VA'LVL[ Of GN Ex". LD B - I •. TT \ OVT•10e.00 Owl 1V P 204.665 ! LIIE a S -� T 1=�_ 1 /� � - . •X19 50' ORY®C Ty 1pE R [ �9 _ INV•2115 � /�- // / EA CHAR/ LINKED FENCE x x x xxx IRON PIPE rot O UPF) 0 REDM FOL O fli CoNURETE MONUMCMT FOND K A" • UTILITY li WITH GUY WIRE ..� LIGfIT HAIO,CM PARKIN& SPACE CLECMIC TRANSFORMER MONITOR WELL �' FINISH SPOT GRADE " alJ + I 1 T / �� \ �h EXISTING GRADE C.OtTTO1R 211-- / Y / FINISH GRADE C.OITOLR M60`-` +e i. / „ I. / li / I 1 CCITS C1PAD�U'RI_ MVIOCt1ESirNMD M SLT FENCE Oa CITY Or SOUTH D IICLNGTON 'MALL VHOECDRAIN WITH C.IL.1N-OVT P H. _ • Q , I ry I / yg� h NOT DE IIt 5 THE EITIIR ��/' .:. /, / a // �:• :F �� /q ` - '� ryII"RAIR' I(p2 It THE DUNF�NIS ci c, n,, .r VA,y,LT iJ0.51 W[1-.l" rVC C4HOUlTS -- -.__- CKA55 AREA g p ELECTRICAL VAULT IKJ031 W/2-4' PVC LONE7U115— I/� _ _ ? "` �. _ €X. /S• QV NEW WATERLINE ♦ GATEVALVE —W ww e d r - _ / 4H H... _ >`! I T'- �• INSTALACT'-4' NEW STORM LINE WITH CATCH DASIN I2' PE 21p II '^ V I / 1 I ,/ � 1 j , � Y `'• - -- i\ \... �` �! � � � , - - ,r Pvc cDNDulrs TO New GAs uNE t . - - - -+ --^ REll OYEKHl E' WATER I. "� • Ali To OE RErv.�i• - t � ` . ( T+ 4 � ,. <_ � ���' `� `' A rowvR NEW SEWER LINE / G l �.� '-�� `� EXISTING O Fill a3:- ♦ TE IX�yTNb v\ RANSFOKAu:t THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM I tOLR6 T FENCE __-- - IK A�-IIZ VERMONT 1 88 GMI-31 ON SHOT 05460 SHOWN AT LEFT EIEV-213.73• rj Pvc. u4 101 :sf 1 .. i I I 1( a a.. NOTE PLAN - --_.- THE GATEWAY PROPOCTY RELOCATE Lit! 15 ASWOKANT PROP N A Oaw DY AND VALVE GATE PRISES ON NEW ENVA' P4AN CMITLED _ _ WAY PARK- WAY DY CIVIL ENGINEERING �[ EXET I. t, ASSOCIATES. Nir DISK FRAMIll .61I1-31- SMH 20M5-b 590' ILAL _ (N}9' O" ANC NEW O 51 N 205.bt \ MH 14 \ B V I IN 209,41 \, t rn ul mill o?I ii■ ,, y k Now r'TYf 0 ILL "Ill ClOOKI 10 'All LOT HANI \\�\" �d GRAPHIC SCALE ills •' / LD3 5 PEA EX, }NTH ! C + •'� NOTES: 11-b - 40 R - V 2Q6.ST GLEAN D i IN •a09.32 5. L eX STIICa SIM INFORMATION WAS ODTAINM FROM A Gill Si CObri LTED DY o1ljRY-DIACKE J OU syr. 1. CIVL ASSOCATCS OETWEEN 0/i AND Vi 1 03' TYP. e" GI GATE VAL UT •209.0p' d , 2 EXIII 1IMC-IM61fO{AO VTLITY LOCATIONS WM O"IVPD TROY THE I AVALAl w000lMTN7/1 NIG 5 FIELD NOT A LOIMtED //•���� RC1.Wf1G tHY51CAL PULLING Of COVI SURVEY LOCATED VALVES. HYDRANTS AND OTHER PERTINENT _ Al.G AllZf = t I Ill 'u AN _ _ FACTORY _ �� SITC H {/{E'ITIES fLN1 REVISi ALTENATE• ILILMI�•YN "ri M EYJELL'fN ILA 7 f SF t, I 03 ISYGill ITIPATTII 01 MARCH 3 M vtRTILAL DATw ON THIS RAN WAS ESTADLISHED ON vERMOMT NAVD Oe ITS.ICs MOIAAp(i �1 to ! - •..� • r 1.. T a._:. __ _ ;.- ) ' GMLOCATED ON LOON M SOV1H 15LAND IN FRONT OF DOI PRAKLRL W S S _ - _ �1 1. M Cd/RRACTOR SHALL Rt]IOVE ANY EXCESS QC Ilfd[T N11' REOUNRED MATERIALS AS t620FD. \ ♦ VALV! C.l1RD. M. -. / RIM 21i 1`---_--_S- FiE1Jb4 • 5 _ f S y�IN ti - TS TO r THE cONTRACTgt SFW'L RLgV! /`l= TK CISTING PARKING LOT LWNTS ND M%5. > 9 i> -R I�RNIL If)_ - - 9 • / IN �... ® - _ - Ml. _ - _ -� EIMe•1i31} O. M CONTRACTOR WY. WITH M Owl PERYISSNIN RECYCLE M EXII ASPHN.T AND/OR VC. IN-2 kJ.Oti CCNCICETE FOR REUSE IN CCNSTRtACTNS TIf HEW rARIA6 AIMS, r _ . A PVC, OUT•2099'FAVelT. M STALLS, CONTRACTOR SHALL NLLLOE A11. AI DNS, III STALL LIIESTRIFING, M Tm TY I !bs of I� / 1 FARKNG SiN1S. CROSSWNJCS, 1'RE LAZE' NO 'Mp PN[ICINb• M4UCNGy. NO PAINiCO ARROWS R M Al i 716N5 16 ��i I _ � 63• --.... --- / NEW T.LIIRD. M. 60 v. _ `j r / - z 7 - - - //' /90� m.•II MNwI.r.�K.lewrdeuR IJ. Cki.rp Sea -17 -{ - _ w= :`. - / P tpPPil7M e6m,vwmminsan I - J /, i • �Y < ? 1 P.wN... SE GROUP / .� 1/,SIOI -•� / ' ' / PACK pI). Si _ � 3 - -7 T Ar mmlusr ca.a .c ea lwumac y - _ .: - - _ T/aA11 NaArr Ntlpq ulrATne wo >g / TALI PARK / � s rYr. / 101 / If AI.IL f' ... I/as/p rIW.aNS Aa roe aW or.ou,N tRMpl011 oaAom oAloflvoAn al aml oa M TAH.Ls, 1k ,- _ PARICNtF S / I _ a As ra saW RINI �.Im Imp"o 1T , t - � +• / -- - ... 1/a1/OD RV1eM7 AS rtlt AG•p, td.d3 10l - I + - s ' - / !I �/1) t'i / agOA C7 unYlo aura O rwiAwrRr _ f �! - - - _ / , -,� ;��.� , e•REy��o. . RN, o �., TIE GATEWAY 3 N.. URK.E EXlsrwG MALL /b� sl. -E m '� = CIVIL.ASSOCIAIES,PLC ssoe4 st Al by ramwnon a nr O•x•InPrnenR Naze. ao.Id; T1r m . _ - _ a4n r •Vy Eylyy �,� 1 NEW GB RIM T18 MPE T c.R1O ,`T1+- GONNEGi NEW IA PE TO E.. I>TINu �"� —,.cm�uG•cHba•e.d WOcanei9arrM pie - � _-�..� _ _ E.ATCkIDhS M{ IMIN S•O.UI) __- - -_-__ �� ,f �� JD 9Q1! leadWkr.' ✓.�"ad tlw-tl y '—'dY TILE CONTRACTOR SHALL NOTIFY "DIOSAFE• A7 — _'� NEW L1. h'IA T] MATCH GRAu: I'I�� t+`\S` 5 ANDREW AVENUE, SUITE 5 cl....,.r, of (2erk 1-f109-qO-SAFE PRIOR TO ANY EXCAVATION. MAs _-_-- t � I ILr�I PE EXI IIIIi1tVV t.-40' PHONE. 878-9990 STILE PLAN AM�Y FA1F E78.a Landscaping j XISTING CONDITIONS � •� P l Green Ash - - fl fly-. •J=� Spreading Yew Japanese Spirea Burning Bush Ornamental Wood Fence m L Route 7 f>° 4' 3' 24' Parking Space 27' Landscapir PROPOSED CONDITIONS t 4r Y Green Ash Burning Bush Spreading Yew Japanese Spirea Route 7 �PREVIOUSLY APPI _Ornamental Wood Fence _m L >° 4' 3' f 15' Parking Space IS' Landscaping DVED CONDITIONS J0 i THE GATEWAY PERSPECTIVE JULY 13, 2001 W, AL.J.", X - ----------------- — SHOPPING CENTER SCOTT + PARTNERS A R'C H i T T C � I 1-11.P-;�,, -:: —M, 20 main street essex junction vermont 05452 p. 802,879.5153 f. 802.872.2764 architecture planning interiors I J\ I =_�yrj7jty 1 t y Tt.. I THE GATEWAY PERSPECTIVE JULY 13, 2001 { T y;y � ;Y S TI + PARTNERS ARCHITECTS 20 main street essex junction vermont 05452 p.802.879"5153 f.802.872.2764 architecture p l a n n i n g i n t e r i o r s 4.1 5" 02 3 41 ul 2 "=mmw.PAFMM- WEST ELEVATION III-101-011 PARTIAL WEeT ELEVATION F- PRELIMINARY [-7..T;7 < cn z 0 F- > a w -17 w 1 F— w 0 t no, project drawn by wR date , 1"'T file ELFVA71(Dt4T date revisions A4.1 Sheet ' of r I I 1 I I 1 I I 1 1 I 1 1 1 J I\ �I 72 � , 4r . =-', . f s:.ec�aio- ePL,t I 1 i.Y 1. 2 PARTIAL EAST ELEVATION 1.10 ram" 1 PARTIAL EAST ELEVATION I f 1'4'K : saw er.:e. / P.DO PMELLN4 woo cL.Peouc e�ow .ar a ee w II1'-4� pO. OlO� ePLmrc[ eLoac ew�ic a Q ca 3 z O Q V W� W J W a i t o� i i o p, 0ject r0. `39-I57 drawn by WJR dote T W N file ELEVATIONI 1.e I revl Sl OnS Lm - PRELIMINARY A 4.2 roar rvn corerrrucnow' �v o�Te. �/te/apot 1i1' x� a air 2 NORTH ELEVATION 0 5/010,�G Iv f , ,1�..� x�.x � r +r� *.. �,� y.. f :,1't .f K• y}ti»%}iM."•°.d� t :�X� M. £..;. .:..� 1 PARTIAL SOUTH ELEVATION F RC—UMINARY NO? Pon OOPIrTAUGT1oN OAT16 7/16/2001 Q Z W O � a LU W J W a o s pie r . io•-m• ject no. ., 01" by uuR date iw01 file El*'-" dote revisions --- 2► N moo. KEY A4.3 X X 18 19 j - �� @ (� Q *4 '!aK d Ili. 2 � EXISTING BUILDING_- WEST ELEVATION 11-01-01, 1 EXISTING BUILDING — NORTH ELEVATION -_ exlsrrn s*a We *D 1eena. exlan.r, ca+c ftnoVc 9x16*� a*uccD aov,aw , 1 D0.dt r�M[D DAL wG N = <, . 0R S , S.a1 w•-e erc o woc.. �' 7 a Q v W W J W a u 4', 61 o t c o scale 1- 1e -m" project no. 119-155 drawn by uuR date 1.16 FN file ELEVATIONI - -_� drwg. no. ---------- PRELIMINARY MOT FOR OOMQTPRlOT10M KEYti� '� D-ATE• 7/10/2001 Sheet Of DLL----J� ��_ CIVIL ENGINEER E O'LEARY - 6URKE G I V IL ASSOC, PLG 5 ANDREW AVENUE, SUITE 5 E55EX JCT. VT 05452 (802) 678 - 9990 THE GATEWAY U.s. ROUTE 7 SHELBURNE ROAD OWNER AGAOIA REALTY TRUST 803 THIRD AVENUE, 9TH FLOOR NEW YORK, NY 10022 - 7513 PLANNER + LANDSCAPE ARCHITECT E SE GROUP 156 COLLEGE STREET 6URLINGTON, VT 05401 (602) 662 -0098 ARCH I TEGT E SCOTT + PARTNERS 20 MAIN STREET E55EX JCT., VT 05452 (602) 879 - 5153 BURUNGTON ROAn p} �� A4TXUE I �RE1Xcr G PROJECT_ — iae souTM eURUHci�, SITE swill RED RDLNS PMN WEER q�y C BURUl1NGTNGTON Y K ARIC� _ SMR X UJtE b1AYPU'M LOCATION PLAN NTS RECEI� -. t So. 5HT. # PLAN DE5CK 1 PT I ON 1 LANDSCAPE PLAN 2 SITE PLAN 3 LIGHTING PLAN 4 O'DELL PARKWAY DETAIL 5 GROSS SECTIONS 6 EX 1 ST I NG CONDITIONS PLAN 7 DEMOLITION PLAN 6 PAVEMENT PLAN 9 STORM + SANITARY SEWER DETAILS + 5-PEGIFIGATION5 10 ROADS + PARKING TYPIGAL5 AND OETAIL5 11 WATER pETAILS + SPEGIFIGATION5 Al ELEVATION STUDY - MEGA5AVE STORE A2 ELEVATION STUDY - EXISTING STRUCTURE A3 ELEVATION STUDY 99064 - Tt A // \_1 NOTE PLAN NOR OF -- THE GATEWAY UPROPENE AS PROPOS' NEW EN PRISES ON A PLANLL ENTITLED BEPARN- WAY BY CINL ENGINEERING - j ASSOCIATES. TO BE DEVELOPED INCOOPERA7ION ODELL PARKWAY PUD APPLICATION APPRC=BY THE CtrY OF I i�liiill I � 1 In 1/Age i ;I EXISTING MAPLE TO REMAIN CJ q x - LANDFAPI': rCONNEFnON TO Fllf VRE ROAD GATEWAY PLANT LIST KEY BOTANICAL NAME COMMONNAIr1B QTY. SIZE RHMARKS AF Acm x fremlmu'Autlum Blatt' Autumn Blaze Mepk 21 2 12.3" CeL B&B, 6' B—bmg Ht (Min.) FP rea Finw pI—ylvmim Tatmore' Grern Ash 17 2 Ifb3" CaL B&B, 6' Btatiching Ht. (Mia.) FS Frezivus pemayivaoica'S—If Green Ash 50 2 12-3" CLL B&B, 6' Bmncbmg Ht. (Min.) smims EA Euonymes alaws'Compat ' Compact Bmeiag Beak 261 24-30" B&B, Hmvy, Pln 30" —. g1 Spimea japonica Lkile Princess' Up— Spires 254 18-24" C.G. Fu1L Plmt 24" o.c. TC Trine ­pd.. dmaifarmie Spmadiog Yew 189 24-30" B&B, Full, Plmt 30" o.c. EASTERN BERM PLANTDms (IN COOPERATION WITH ODELL PARKWAY PUD) KEY BOTANICAL NAME COMMON NAME QT_.. SIZE REMARKS AL A—[Amhier cmadmais Smiceb—y 5 5' cI..T B&B AS A— saccharum'G— Mm' Gram Mt Sugar Map1< 12 2 12-3" (W. B&B BP Banda papynf Paper Birch 7 g-10' Smgk Stem Colkcted PH Fminua amencana Empne Pin Oak 14 212-3" CoL B&B PO Pi—gi.— Whit, snoop 28 6.8. Collected PS Pi —Al bus Whi. Pine 69 (1' CoRxkd Oil , 7��lr►� �, or -R1� s�r ! , V�BNifa. i/feii► TfiP�r tip w�ia aiiir r.,�� Y�A� -" NOTE: •ALL MATERIAL TO BE IOOX NORTHERN WHITE CEDAR •ALL MATERIAL PRE -STAINED. *01E (THREE COATS) FITS POST "A 5 5/8" ad Edgaa) POST I Up Poet w/ Con, Seupre Ed 3M FASCIA e5 5/8" d Top Edge) 8'-0" O.C. SECTION ELEVATION (�E)WOOD FENCE 1 SCALE: 1 /2"=1'-0" VS a•a r 8:y ,,K/If0"Od�f00t OI7/LTOO�f"�1'0'OYOf; 0 K_2__'� LANDSCAPE DETAIL 1 SCALE: 1"=10' GRAPHIC SCALE Ha m IX ) 1 40 ph = 40 I4 Mlanuhtg h deWgW qe Suee� Badiryam Verm,"I O1a01 �� t�lasll sAs2ua SE GROUP Imo, ,,,xg, W6 IRMepN -- BY OBCAsmtcr C7 R'CMa GM11MA'G VPFIARIaRY ® o REro LAP, THE GATEWAY oArz 1/16/90 I-" 99064 ARM 'L OEARY-BURKEROVIE CIVIL ASSOCIATES, PLC TM Beo64-dhk MDd1F0 LANDSCAPE PLAN arw PKFT r 5 MDRIENSUl7E 5 ESSEX CT, JCL, 99 -_4p• PHONE: 878-8850 fAk: 878-9888 TOTAL PARCEL 424,554 sq.ft. 9.74 °cros ®m l COMMERCIAL- EXISTIN& PARCEL INFORMATION LEGEND STANDARD PARKIN& SPACES $79 - -- -- - - � HANDICAP SPACES II DO NDARY LINE TOTAL PARKINX SPACES 590 PARKIN& SPACES/)OD) S.F. &LA. RATIO 4,52 ZONING 5OL84DARY &KEEN (AVERAGE AREA b3NG 73 SF 7.2 X _- EXI5TISEWER PIPE BUILDMG AREA COVERAGE 1b,441 SF b.7 X _ PAVED OR CONCRETE (AVERAGE 263.740 5F 621 X EXISTING STORM PIPE - -- - - - - 1 - --- --- PARCEL AREA 424,554 SF M)0.0 X EX C09.9a' EX. GAS LINE, VALVE. AFTER a ->a'- -_. _.._ RIM FRONT YARD COVERAGE 13OX MAX) • e0.5X a°VC IN •pg6Q' 8 CAMP IN20341, _ ---- le CMP IN p29 I 15 CMP OJT 202.A: EXISTINIG WATER LINE-'W----- ' PROPOSED PARCEL INPORMATION --- STANDARD PARKINW MACES 559 OVERHEAD WIRE -- - -ON PROPOSED PROPERTY \ HA DICAP SPACE5 U -- - \m TOTAL PARKING SPACES 4.7 ME EASENT LINE --- -- � -y _�-�i'��� PARKIN& SPAGESPGl.A. RATIO 4.7e 8A A CA AGKEhl AREA COVERAGE 42649 5F 10.1 X WARORAIL '-` "^�•- EXISTING PROPERTY LINE 26 BUILDING AREA COVERAGE IM774 5F 25.2 X a,{J PAVED OR CONCRETE COVERAGE L931 5F 6L7 X CHAIN LINCED FENCE -� PARCEL AREA 424554 5F IOOA 2 IRON PIPE FOUND IIPFI C i �yyy'f FRON7 YARD COVERAGE O'DELL PARKWAY I301 MA%J 67.]X Row FOUND KOFI ICI I - N FRONT Y. (AVERAGE SIELDIJRNE ROAD IbX 4AX) 02.7E 11" N CONCRETE MONUMENT FOUND ICMPI IN / UTILITY POLE WITH Cur WIRE LIGHT - _...�/I•F /� WATER SERVICES FROM THE HANDICAP PARKING SPACE o 6REME TRAP `�L-EF6 �%- I I \ R I E DETAIL 6 INV IN•207e -- - 'T _ 6" INV OUT•207.56 - T w -._ - Wa CITY OF CiUKKTLHINBLA AND T ING MIA ELECTRIC TRANSFORMER ZQ NOT DE INTERCONNECTED EITHER EXI5TING 16' CMP TO Vz4 INSIDE OR OUTSIDE THE DUILDM&, w I "� VVV Iwfs OVTF 5 ALONG 1'169 RAMP �, O MONITOR WELL • / �j GRA9S AREA �' 6 FINISH SPOT GRADE 2M.7 x ILE --- -----'-- 6" SDRJS IW207.54' r ENIC '� NSTALLC2OITISOH -- SILT F 15 1 AO EXI5TING GRADE CONTOUR Iil Tyr. / RREEPPL CE O O NEW SMHi2 � n I __ . RIM•2U.tl ._ � � w. p,.b - -. + '_. _ / �I£ AGE OVERHEAD FINISH GRADE CONTOUR 6" 5DR35 OUT•207A4' " POWER. IX'. F I / 'N SILT FENCE o-------------- � EKI- 5FO IUDERORAIN WITH GLEAN -OUT N �? f` TR ANSFORMEKS t� �ii� 1 ELECTRICAL VAULT IKb.]I W/2-4" PVG CONT0U1T5-E�-E- f s b I S A 2095 - ARBA ETAL DATUM ON THIS PLAN WAS ESTABLISHED FROM AVD 88 GMI-31 ON SHOT I/5460 SHOWN AT LEFT r73' PlR 14 lXAl ! n wArcR I -Inc NOTE: PLAN NORTH OF - THE GATEWAY PROPERTY RELOCATE ' LINE 15 AS PROPOSEDD DY HYDRANT AND &ATE NEW ENTER- .___ ; PRISES ON A VALVE / PLAN ENTITLED O'DELL PARK- ELECTRIC _ MANHOLES WAY BY CIVIL =, EN611EERIN& - / ASSOCATES - TP_AN / WF DEN FRANCLIN EL-CTRI rJJxF` FORMER - % RIM x. SMH "116J / I I IN 120592.. a c IN p5 iT e (.I IN 0941 9' GI OUr �7JS 28 77777 I �' CONVEYED FROM CONVEYED TO I AREA AREA A I FAKKELL ACADIA REALTY 0.053 A( AREA B ACADIA REALTY NEW ENTERPRISES -0.M] AC AREA C NEW ENTERPRISES ACADIA REALTY 0.143 AC RELOCATE HYDRA VALVE •E(-'AHo I NI I � � i ri.,.t : c;�fi 1 T�. w'N-v Tyr z NEW EXII t 2 7 \• ISLAND .0V KING w RETE 212.6% �, 15xIlW L(>ETk'Ln�TINC \� 1 PAD I UR UUMPS i'EF `"l o(KADE A FENCe I2t iW CONC.Kf R PAD I11K GI)WIT1t `.•ACES WITH 6 TALI 34 \ 34 CES 34 ACfS •TO0KAD6 ENO \ ::.ONIKAGtOR 5HAi.l. IKOVIC" CANC.REIF WAl,. IR(MI f ?'YI'INC f 00P5 J( PAKK.ING L'Cr NEW CURl� 2122 \ a � 2126z I (A2 - 15 PE - ry p __ tt.' F PARKING 11 1 yl i I I I I by _ �pl - ,JI W x.__--� ..BIKE RACK^ YDRANf TO_� 5 2115 x RELOCATE HYDRANT I K ♦ &ATE VALVE iy,_ / HYDRANT TO ./ ` LIMIT OF NEW _ , SIDEWALK ��_ $OMAIN {- N I 0 HANDIGA - - - - ' Z-I - IGNS NEW ' CURD. _ I ' N _ , I p / NEW CURDS TYP. - °' RESTRIPE PARKING a IwilO _ I STALLS, TYP. / .aVII iHEw TYP +ill Al /i AE - - .p 1pj _ .:Zr : T ,�• �-''" ' E%ISTINKa MALL 11 516N5 U.S. ROUTE 7 SHELBURNE ROAD TO NEW STORM DRAINAGE STRUCTURES RIM-2114' RK51 aJII 182 tl" re OUT•207.'6 6 PVC IW205,W W FE IN KA61'2(1297 (.152 D" PE IN I(AbP202.97 R IfM•211.4' tl• GW OUT•20262' tl rE I T-2w. tl" re OuT•1R1725' C 56 ".21L5 tl rE IN•203.70' R M32p.? tl" PE OUT•203.60' - 6 UD IW204.0f tl" PE IW204At CD7 .-. RIfA•2090' XS" PE OVT•203.91' D PE OUT•204,6f (A4 RIW209.t STAHI RIM•213.6' 6" ROOF DRAIN IW203.36' 0• U IW203.36' e' ROOF DRAIN IW206.60' D" PE 8' tl" PE IW206.60' tl' rE OUT•100.50� tl' OUT-2D PE OVT•203.2e' K IW214.e' 6" ROOFGRAM IW203.2•f tl• M IW205.79' tl" FE OUT•205.19' GRAPHIC SCALE ( IN PBg'P 1 Ixh F 40 D_ NOTES i I. EXISTING SITE INFORMATION WAS OBTAINED FROM A GROUND SURVEY COMPLETED DY OLEARY-DUtKE CIVIL ASSOCIATES BETWEEN 6/17/99 AND 9/15/9t 2 EXI5TING UNDERGROUND VT ILITY LOCATIONS WERE DERIVED FROM THE DEST AVAILABLE MFOKMA7ION INCLUDING PHYSICAL RU..LING OF COVERS. SURVEY LOCATED VALVES. HYDRANTS AND OTHER PERTINENT ADOVE &FOUR UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE UTILITIES PLAN REVISED: ALTERNATE" 13 BY FITZPATRICK LLEWELYN DATED MARCH P169. 3. THE VERTICAL DATUM ON THIS PLAN WAS E5TADLHHED ON VERMONT NAVD 86 USING MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF BEN FRAWLIN. 4. THE CONTRACTOR SHALL REMOVE ANY EXCESS OR IMPORT ANY REQUIRED MATERIAL5 AS NEEDED. 5. THE CONTRACTOR 5HALL REMOVE ALL THE EXISTING PARKDI& LOT LIGHTS AND DASES 6. THE CONTRACTOR NAY. WITH THE OWNER'5 PERMISSION, RECYCLE THE EXI5TING ASPHALT AND/OR CONCRETE FOR REUSE IN CONSTRUCTOR, THE NEW PARKING AREAS. 7. THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP BARS, PARKING STALL LINE519IPING. HANDICAP PARKING STALLS. CROSSWALKS. 'FIRE LANE' AMC) 'NO PAKKRIG' MARKINGS, AND PAINTED ARROWS IN THE DA5E BID. {5{{IIIIIIA THE CONTRACTOR MALL NOTIFY •DIGSAFE• AT T-69D-S 8-DIAFE PRIOR TO ANY EXCAVATION. P 6477 T � DII @ dlBigO DK i lVf 'Rrsro® `\ S Tm�m, ve,�r matrl pi-csl'l mzuwe IL699 A/MAIM{M N.Tc r�nx,.ro r,.: 1wc>xs:.uw .ew,� r ( 1 ( LRwTmKFy LABEL: A CI CONFIGURA TT ' 01� �PCA Z2SBRIB3 DOUBL WATTAGE, AIETALBALmE omits: TtrEm MOUMNOHIour 20 A QUANTITY Il LABEL• e CONFIGURATION., Sffi HARDIOPCA-22 SERBS CONFIGURATION, 06: METAL HALIDE -- J C I ��i /✓ /_ 1 a , - - M0UN WGHFJGHr:- TVPaFnr smasrlQrn C / � wrHousE 20 UANTITO 10 B B J B B LABEL: C CONFIGURATION:SILARDTtJPCA•2Y SERIES CO -« \ \, \ t l WATTAGE• 250WATTMETALHALIDE _ - L / �� a °"'� opTres: TYPERT MouNlwoHBroNr 20' QUAN= e fir-== l �n5 V A�� / .' \-•''�.. TYPE., TION Bffi _ LUMBcBosER A!�' ,� �4 y. �+ • / rC� 1 WATTAGE.- 250 WATTMETAL HALIDE _ aACa3D MotmWORERIMT: y��cccc+ / QUANTITY LARK E .3II .._g00. IIr . ,. ERt(L4F7&•T� -�� �� \� _ `'\ — B -- iraosru�ca� �raURA770N M� IDvlors� �BaoGE J. B WATTAGE. 10OWATTMETAL ` 1 WT Mo� or�rorrr 10 LABEL F rfi "'3�'ryM \` f \` — ,asoGireAncBl TYPE., ANCIBTEG7VRAL AREA LIOH73No-ALssER7BS !�� WATTAGE: 1f10 WATTMBTAL HALIDE j !" !Ft o JZdG t r rt Y i _ ,xpiCeNn[s t o "1 _r . UNN WT MOUrHEI 15' QUANTITY 4 } i �Qf A NOTE PLAN 1LAB NORTH of / . f C \ / Y Ci J „ ..�� �' .Ou¢crBTEclvR.ac AREA UGHrOva-ascoxcE(ES1-M REOPER WAY p f I' I� A __ I A I 9 1 a �yf�,, I IX1ANGURATION.• SBVGLB LINE IS AS �.. 1 - ('j y WATTAGE: IOWATTJIIIT.IL HALIDE __ NEWENEN ENS 1 V - - op"cs. ACCENT-NARROWBEAM eiµ ENnnED T 'k z o 1 I 18 MOUNTIN6IRMEFT.• 8'-10, P GEu PARK- V / s� a ,P u G a" E A QUANTITY 24 WAY BY OML ENGINEERING ASSOLYATES. A G t it I I I T Il \ X _ ,1• �` T B A A u / — C ( CCy —2 1"Ti� D D ---\V / — c — __ _ /— — -- — / _ \ / GRAPHIC SCALE r w 22 \ V I W h a 40 B. A A A— / B s TBu�ifi�tivmmtQHOi v _ \ — \ • / OBCA zNKW , ® ac at�4wG O MxaAw,Artr TBE GATEWAY zi OIEAR -BUvTE ExisTao MALL aasMKIN as rn rYr Saw ,97e�1s9/,o01 e6644 -dhk CIVIL ASSOCIATES, PLC 7 �� 7 �7 (7�( �« I C- =.. ,.T_ �.J� i.' �- -__ •»••,`.-•.;. �E 8 ANOREW AWNUE SUITE 5 UGHTING L L1V G PLt'11V .-..SS, ESSEX XT, yr U.S. ROUTE 7 SHELBURNE ROAD= "A0 MA°Nic.E`,87 a 990 No Text EXISTING CONDITIONS GREEN ASH BURNING BUSH SPREADING YEW JAPANESE SPIREA rl is O3 RESCTAIFR/RANT / —\ TT J I I I J/FF / 71 / / / I / 7 A � I � 06x � a PUG oJi' �•�( ' ' l I PAVED AREA / - - EX. SUN / RIM •213.04 4 GI IN 209.53' 6" U OUT •20B8Y Qg ODEaL �x PARWAY 3rrn / T.J. YIpN>�� OUT •205.6T-'�� TOTAL PARCEL 424,554 sq.ft. 9.74 acres GRA55 AREA D4x TYFIGAL OLNPSTER rK" PJCF�LANCROOF 1 IV S 1 DUMPSTER / TRANSFORMER AND PAD, TYP \Li i / 'k 5 �f n RIM •214AV CAST METER \ \ 3 6•, GI IN •207.73' 6 GI OUT •207.37' ._ o i � �� s EXISTING SHOPPING AREA _ � �\\ JAI lEV'V 213.7 i ELEC.TRIC \ TYPICAL TRANSFORMER EX. SMH RIM l .21�• OVERHANG RIM •aU IS' 4" NC. IN •210.06• i 4" GI IN •207.62' B" PVC. OUT-20490' YI B" ClIN •206.7,V O - B" CI OUT •206.74' GATE VALVES J GATE VALVES NOT ACCOUNTED EX. 5MH NOT AGCOUNTED FOR O FIT TPLAN AT9IGK p W RIM 413.63' FOR ON FITZPATRICK GLEAN -OUT, TYP. I 6" PVC. IN •205.84 LLEWEU_YN PLAN E 9" CI IN •105.90• X. I 6" CI OUT •205.54 RIM •212.52' < L j" GI IN •209.J2' i; I GOUT W - -Y. .. •.,., M -NH.. ..gg S — S W — it SP ROP �i TM e ] 610P � SNP / PAD REA .. I VED • / `.._._—_ P�p� • 16 SP 5 ` ..Y 1 'i y _ f _. I41I 1 I S I I A/ I I I I I I I I I I I I qL U.S. ROUTE 7 SHELBURNE ROAD 7 �xT6Q AWM1E BIIIeINOTOH NAOLEy ROAe NOME ATHltff I F" �BIMR(WO PROJECT leg Sa nJ N SITE SOUTH REp ggx5 p, WR1-N BURLINGTON M AK. �� S1MFT S REST � � UMOENM]Op ORISE LANE CH.WPIAW LOCATION PLAN N TS EXISTING, PARCEL INFORMATION STANDARD PARKING, SPACES 579 HANDIGAP SPACES II TOTAL PARKING RAGES 590 PARKING SPACE5/1000 5F C.L.A. RATIO 4.52 GREEN AREA GOVERAGE 30,373 SF 7.2 1 DUILOING AREA COVERAGE L30,441 SF 30.7 1 PAVED Olt CONCRETE COVERAGE 263,740 5F PARCEL AREA 424464 SF 621 Z 100.0 1 FRONT YARD COVERAGE 1301 MAXI • 60.5% DOUNDAKY LINE SEWER PIPE S STORM PIPE ST "NING GAS LINE. VALVE. METER • N C LL WATER LINE, VALVE. HYDRANT W OVERHEAD WIRE EASEMENT -- DIC.AP GUARDRAIL J5FORMER CHAIN LINKED FENC.E X—X—K—X—X—X IRON PIPE FOUND 0 REDAR FOUND CONCRETE MONII.ENT FOUND UTILITY POLE WITH GUY WIRE r LIGHT yX HANDIGAP PARKING SPACE ELECTRIC. TRANSFORMER MONITOR WELL mow 04 NOTES /A�9••�A 1. EXISTING 51TE INFORMATION WAS ODTAINED FROM A GROUND SURVEY COMPLETED DY �Vyy.' OLEARY-BURKE CIVIL A55OCIATE5 DETWEEN 6/T7/99 AND w 2. EXISTING UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE DEST AVAILADLE r-{ INFORMATION INCLUDING PHY51C, L PULLING OF COVERS. SURVEY LOCATED VALVES, HYDRANTS AND OTHER PERTINENT ADO GROUNDUTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE UTILITIES PLAN REVISED, "ALTERNATE' 43 DY FITZPATRICK LLEWELYN DATED MARCH 1909. �~ 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTA151-I5HED ON VERMONT RAVED BB USING MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FRAWLIN GRAPHIC SCALE (� IN FRET ' ) 1 ch . 40 It ./t5/9I IlN9015 AT PFR O.V 6 SWM •uRIX1cid N•RIIR xirt. S/24/00 REY 9GI5 XS PFA 9WM dMlN4fOx w1ER DF➢MIYdI iap 0%1F i/16/PP �� XE nG1N LYIIA6NR 3r IGl AX EY W R OBCA O ieaam puwc O Pluxnvw.ur 10 21 99 a � TM� o �/�T THE GATEWAY OBCxNp OTLE..ARY-BURKE 99084 uL c cll CNII. ASSOCIATES, PLC K0IJTIF 7 50VTH DURL INGITON VT 990e4_54 PJO a¢T P 8 ANDREW AVENUE, SUTE 5 EXISTING CONDMONS PLAN HA« ESSO( 78 VT 6 I•=qp• PHONE: 878-9990 6 FAX 878-9989 TOTAL PARCEL 4Z4,554 sq.R. 9.74 sues GREASE NEW I PAVED AREA I r�R �R� i l TO RmIDa. ODELL PARWAY NEW 5" / I 1 TO DE REWVED ELECT I��V TO DE REMOVED N/F DEN FRMKLIN I i / I I Ex. SMH I I MOTE- CONTRACTOR SHALL FLW AND CAP REMAINING EI05 OF ALL SEWER LINES THAT ARE REMOVED. NOTE• CONTRACTOR SHALL REMOVE ALL THE EXI5TING PARKING LOT LI6H'T5 AND EASES. CARD TO fl! CE TO DE REMOVED 0810V® ITT) 1 EX CA TO DE REMOVED 1 _ \ fllTl E' PE 1 B' PE w \ TO 15E CUT DOWN AND WITH AT SOLID COVER MATCH FINISH 6RADE / > AREA TO --DE REMOVED NOTE• UTILITY PgES SWVI. EE 5!P SLEET 6 ADAIDO/ED AFTER ELECTRICAL POWER SWITCHOVER 1 EW OPPJN TER 4 IXe KEMOVED l 1 \ vRnss nrtn TO• ISWEAER IREMOVED I a. < FY \ T V.- CS TO DE REMOVED g 1 14 r TO -EX 5E}i TO DE:.REMOVED:.: GAS LINE iDE REMOVED RYF WATER ONE To -FOR.CCXI5TRUGTION OF NEW .� { 5EWFR LINE ex Sw TO DE REMOVED I RELOCATE EXIST E AND REMOVELD Z LI IDLE TO W DE RE]gVED \\ �I h,XfSTING 131111 IJINIi TO H(± pEM0115F-1k,D raw li fl LfDI Gas ulE ro DE REMOVED MSTTVGBUILDBVGTOREMADV FOR CONSTR NEW SEWER LINE STORM PIPE THE » GLEAN - VED OUT, WATER LME TYP. FSEWER LINE YO EE RF.'AIOVFD GRAND UNION CONCRETE SIDEWALK 70 !SE REMOVED HIT IT'fE 61I7lWALAL O altR rNx REMOVED REMOVED ( w a Kcwv d IT1R GW IX '.iM TO I E 1f9LACW w w _. 1 a VALVE GONLRETE CUED '--_ TfT01'P GA REMOVED _— -- _ f _ _ I _ SS�._ — T7?-1 7.�L= TLT-E= LTIT_r T;.i"- �Ti-1,P`ZZZ _ T"1 i _ U.S. ROUTE 7 SHELBURNE ROAD LI6HT TO DE REMOVED "I W O I� uRT YI s O 0 TOR rAvw PLANRRS Ex 5.H E sTIN�� IV.ANSF OF MERS I I+e I AIN fNIS I I �TRANSFOa Mt.R 1 I I V a A� coVJ HH I LEGEND DOIIIDAKY LINE EXI5TIN5 SEWER PIPE SEWER PIPE TO EE REMOVED a— EXI57ING `.TORM F'IF•F-----------=1- - - -- - STORM PIPE TO DE REMOVED EX GA5 LINE, VALVE. METER °-i'°--- GAS LINE TO 0E REMOVED O F: x15-1• WATFP I. Iw. WATER LINE TO DE REMOVED/RELOCATED w OVERHEAD WIRE EASEMENT GUARDRAIL •--` �+��-�+.1• ,__, . CHAIN LINKED FENCE x----x--x—x --+. IRON PIPE FOUR (IFF) 0 REDAR FOUID (KEPI � CONCRETE MONUMENT FOUND ICMFI • UTILITY POLE WITH GUY WIRE LIGHT Q MONITOR WELL ELECTRIC TRANSFORMER EXI5TING HYDRANT YY NEW OR RELOCATED HYDRANT W LIGHT5 TO DE REMOVED >a THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM VERMONT NAVE 88 GMI-31 ON SHOT p6460 SHOWN AT LEFT ELEV =213.73• GRAPHIC SCALE ( IN FM) I inch - 40 PL NOTES I. EXI5TING SITE INFORMATION WAS DETAINED FROM A GROUND SURVEY COMPLETED EY OIX-MY-DUEKE CIVIL A550CIATE5 BETWEEN 8/T//99 AND 9/D/99. 2. EXISTING UIDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE EE51 AVAILAELE INFORMATION INCLUDING PHYSICAL PURLING OF COVERS, SURVEY LOCATED VALVES, HYDRANTS AND CrHER PERTINENT ABOVE GROUND UTILITIES AND A FLAN ENT ITIED FACTORY OUTLET CENTER 517E + UTILITIES PLAN REVISED, ALTERNATE 43 DY FITZPATRICK LLEWELYN DATED MARCH N64 3. THE VERTICAL DATUM ON THIS PLAN WAS E5TAM SHED ON VERMONT NAVE 66 U51NG MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FKANKLIN 4. THE CONTRACTOR SHALL REMOVE ANY EXCESS OR IMPORT ANY REQUIRED MATERIALS AS NEEDED. 5. THE CONTRACTOR SHALL REMOVE ALL THE EXISTING PARKIN, LOT LIGHIT5 AND DASES. 6. THE CONTRACTOR MAT, WITH THE OWNERS PERMISSION, RECYCLE THE EXI5TING ASPHALT AND/OR CONCRETE FOR REUSE IN CONSTRUCTING THE NEW PARKING AREAS. THE CONTRACTOR SHAM NOT- *DIGSAFE- AT 1-686-DIG-SAFE PRIOR TO ANY EXCAVATION. t/f6/91 REvlsaS as PER att 6 SIIUM REKIR�EIaN CafRInS RRl �� i/2R/00 Hai •S PER —AS tbNrt 3 IWL 6 O RE'mm auwve 73 PrmAIN,UAr 0 199 OF THE GATEWAY jw JONKRL 99084 RL OTLEARY-BURKE ROUTE 7 SOUTH UKLINGTON. VT e9D6a-D CPAL ASSOCIATES, PLC r +EE A ,w 5 ANOREW AVENUE, $II/TE 5 DEMOLITION PLAN 7 EONE, JOT., VT I•eg0 PHONE: 78-99890 FAX 8]8-9959 BASE BID REQUIREMENTS: I. AREA I REQUIRES A BA5E GOAT OF 2 1/2" OF TYPE I AND A 1 1/2" TOP GOAT OF TYPE III BITUMINOU5 PAVEMENT. 2. AREA 2 REQUIRE5 A PAVING GEOTEXTILE AND 1 1/4" OVERLAY OF TYPE III 5ITUMINOU5 PAVEMENT. 3. AREAS 3 + 4 WILL REQUIRE A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III BITUMINOU5 PAVEMENT. 4. AREA 5 REQUIRE5 A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE 111 BITUMINOU5 PAVEMENT. 5. AREA 6 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4' OVERLAY OF TYPE III BITUMINOUS PAVEMENT. 6. AREA 7 REQUIRE5 A 1 1/2" BA5E OF TYPE 11 AND A 1 1/4" TOP OF TYPE IN BITUMINOUS PAVEMENT. 7. AREA 6 REQUIRE5 A 2 1/2" BA5E OF TYPE 11 AND A 1 1/2' TOP OF TYPE III BITUMINOU5 PAVEMENT. 8. AREA 9 REQUIRE5 THE EXISTING ASPHALT TO BE REMOVED IN 1T5 ENTIRETY. 9. ALL PAVEMENT MARKINGS 5HOWN ON THE 517E PLAN SHALL BE INCLUDED IN THE BA5E BID. PAVING GEOTEXTILE NOTED THE CONTRACTOR SHALL PROVIDE AND INSTALL FABRIC IAMOGO PETKOMAT 4599 OR EQUAL) FOR IN5TALLATION UNDER A5PHALT OVERLAY ON AREAS 2-6. THE FABRIC 5HALL BE IN5TALLED OVER AN UNCUT A5PHALT CEMENT TACKCOAT. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS RECOMME1SIDATION5. THE 517E CONTRACTOR 5HALL PROVIDE AN ALTERNATE BID FOR AREA5 3 AND 4. THE ALTERNATE BID SHALL INCLUDE RECYCLING THE EXI5TING ASPHALT IN PLACE AND REGRADING AREA5 3 AND 4 TO PROVIDE FOR A 3" SIDEWALK REVEAL AFTER THE PLACEMENT OF A 2 1/2" BASE OF TYPE I BITUMINOU5 PAVEMENT AND A 1 1/2" TOP COUK5E OF TYPE III BITUMINOU5 PAVEMENT IN AREA 4 AND A I 1/2" BA5E OF TYPE II BITUMINOU5 PAVEMENT AND A 1 1/4" TOP COUR5E OF BITUMINOU5 PAVEMENT IN AREA 3. s nwre >> s leewouxxe PAVEMENT REMOVAL PLAN 111=1001 GAR - AGGE55 5LE PARKING NTS—_...._.... RESERVE PARKING L` 1 S TO -FLANGED CHANNEL GROUND STEEL POST W. SHT. E-121 HANDIGAP SIGN NTS 18" RESE PARKING r1 K VAN ACCESSIBLE W TO FLANGED CHANNEL GROUND STEEL POST VT. SHY. E-121 VAN AGGE551N-F- 516N NTS NOTES+ 5TANDAR0 PAINT 5HALL BE U5ED FOR ALL LINE5TRIPING AND HANDICAP AGGE55 AISLES THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP BAR5, PARKING STALL LINE5TKIPING, HANDICAP PARKING 5TALL5, CKO55WALKS, "FIRE LANE' AND "NO PARKING' MARKING5, AND PAINTED AKROW5 IN THE BA5E BID. VAN-AGGE55IM-E PARKINCB NTS DURABLE ARROW NOTE ARROW SHALL BE 51ZED TO MEET STATE SPECIFICATIONS PAINTED ARROW NTS � - MUST �TRUCK�� TURN HANGED CHANNEL 8' STEEL POST TO GROUND VT. SHT. E-121 TRUGK5 MUST TURN LEFT 51 GN NTS 30' STOP FLANGED CHANNEL 8' STEEL POST TO GROUND VT. SHT. E-12/ STOP SIGN NTS VT.SHT.E-143 DURABLE STOP IETTERS AND STOP BAR NOTE STOP v� LETTERS 5HALL MEET STATE SPEGIFIGATION5 s.! 12' WHITE STOP BAR MINIMUM 4' BACK FROM CROSSWALK 5TOP SIGN, 6AR + LETTERING NTS U.S. ROUTE 7 SHELBURNE ROAD PAVING PLAN II'r �Ir FIRE LANE HIGH WIT NOTE: FAINT DE DUR WIDTH 4 TYPICAL 8' WIDE DURABLE CROSSWALK GR055 - WALK PAVEMENT MARKIN65 NTS NTS NOTES L EXI5TING 517E INFORMATION WAS ODTAINED FROM A GROUND SURVEY COMPLETED DY OLEARY-DIMKE CIVIL A55OCIATE5 BETWEEN 6/17/99 AMID 9/15/99. 2. EXISTING LWDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE BEST AVAILABLE INFORMATION INCLUDING PiY51CAL FELLING OF COVER5. 5UKVEY LOCATED VALVES. HYDRANTS AND OTHER PERTINENT ABOVE GROUND UTILITIES AND A PLAN ENTITLED FAGTORY OUTLET CENTER SITE i UTILITIES PLAN REVISED, "ALTERNATE" ♦3 BY FITZPATKICK LLEWELYN DATED MARCH 1989. 3. THE VERTICAL DATUM ON THIS PLAN WAS E51ADL15HIED ON VERMONT NAVE) 66 U51NG MONUMENT GM1-3i LOCATED ON THE SOUTH 15LAND IN FRONT OF BEN FRAWI-IN 4. THE GONTRAGTOR SHALL REMOVE ANY EXGE55 OR IMPORT ANY REWIRED MATERIAL-5 AS NEEDED. 5. THE GONTRAGTOK SHALL REMOVE ALL THE EXISTING PARKING LOT LIGHTS AND BASES 6. THE CONTRACTOR MAY, WITH THE OWNERS PERMISSION REGYGLE THE EXISTING ASPHALT AND/OR CONCRETE FOR REUSE IN GONSTRUCT@IG THE NEW PARKING AREAS. 7. THE PAVEMENT CONTRACTOR 5HALL INCLUDE ALL STOP BARS, PARKING 5TAL1- 1-INE5TRIPING. HANDICAP PARKING STALLS, CR055WALK5, "FIRE LANE" AND 'NO PARKING" MARKIN65, AMD PAINTED ARROWS IN THE BASE BID. LNYf, SHALL TOR 1IG EVTI•H888DASAFE XCAAON ®I I� PRIOR TO ANY 5477 plemiog H B tv- phase (B0) POURED IN PLACE 35M PSI CONCRETE OR A PRECAST CONCRETE RING BETWEEN THE C.B. TR AND BOTTOM OF CAST IRON FRAME. MAXIMUM HEIGHT SHµL BE B INCHES. (BRICK SHALL NOT BE USED). FRAME & GRATE LEBARON NON -SHRINK LK 121 OR EQUAL) R 1R120A%OPvEE GROUT R NEW CURB SHALL REST R TOP BIT. CONO. IOF BASIN COVED - ADJUST HEIGHT FINISH GRA 8. GRWT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH •..Mr THE CATCH BASIN OOOVERHANG. > SEE TABLE - MECHANICAL PLUG ALL BACKFILL / THOROUGHLY COMaPAC1ID ` IN 8 UFI PIPE 4000 P.S.I. CONCRETE ALL STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL ENGINEER TO WITHSTAND AN H2O LOADING REQUIREMENT ALL PIPE OPENING WALL HAVE A WATERTIGHT H.EXISLE PIPE SLEEVE OR GASKET. ON ALL OUTLET PIPES --UNDISTURBED SOIL `1"' � EXTEND 6 NO TO LEDGE PAYMENT MM 3/4" CRUSHED STONE BEDDING '^ HF LIMITS OF EXCAVATOR PRECA5T CATCH 6A51N TUTS CATCH BASINS SMALL BE SIZED SUCH THAT; 1. AT ANY ELEVATION, A MINIMUM OF 60R OF THE CIRCUMFERENCE SMALL BE CONCRETE. 2 THE MWINUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE, BETWEEN TWO OPENINGS SHALL BE 6'. 3. THE BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS; CATCH BASIN DIAMETER LARGEST PIPE DIA. AUO SIDMALL ICKNESS CONCRETE COVER THICKNESS J8 8 4" 6 48 10 60 38 8 2 ]2" 46' 7 18' FINISH GRADE 622. (4 MANHOLE CHANNEL NT5 r� UNDISTURBED SOIL BACKFILL WITH APPROVED EXCAVATED MATERIAL THO UGHLY COMPACTED IN B UFTS 8 THE SIDES OF TRENRES h 4 FT. OR MORE IN DEPTH ENTERED BY PERSONNEL 'ALL BE SHEETED R %RED TO THE ANGLE ,C, o R REPOSE APPROVED ROCK FREE �1; 1T aU PERFORATED PE PIPE BACKFlLL 7HORO1�GHLY D 2 12" COMPACTED IN 8 / + SEE PUN FOR DIAMETER G1��U O LARGERNOTHASTONEBJ2e DIAMETER) THE CONTRACTOR SHALL WRAP a0 THE PERFORATED PIPE AND STONE IN MIRAFI 14ON R EQUAL 3//4" TO 1-1/2" HUSHED STONE BEDDING CJc 0 DRAINAGE FABRIC D/2 UNDISTURBED SGL UNDISTURBED SDILJ I D +2' I '1 STORM 5EWER TRENCH NTS CAST IRON MANHOLE I-FlNISHED GRADEFRAME AND 'Al L.BARON LC22B OR EQUAL Id�WIJ ,� �:nlllu Ivl 1. n�Ai� MAAN.I �,N \• / I M��ti, I.L FRAME TO 1000 GALLON HEAVY-DUTY _MORTAR �4. MANHOLE RISER SECTION GREASE TRAP WITH —� FULL LENGTH BAFFLE \ y' _PRECAST REINFORCED HEAVY-DUTY CONCRETE RISERS NR MOUE \ - N A AROUNI ALL PIPE -� OPENINGS (TIP). VENT- 8" INLET 6" OUTLET LIQUUIID EVE T m NOTES 1, CONCRETE: 4000 PSI AFTER 28 DAYS 2, REINFORCING 6.6/10.10 WELDED WIRE MESH 3. HEAVY DUTY TOP REINFORCED WITH #5 BAR 0 12" D.C. EACH WAY C KEYED JOINTS SEALED WITH 0-RING GASKET OR BUM RUBBER ROPE 5. PRECAST CONCRETE SECTIONS SHALL BE IN ACCORDANCE PATH ASTM C-478 GREASE TRAP NT5 USE 4" CIA. PVC PIPE TO MARK LOCARWN AND DEPTH OF SERVICE CONNECTION FOR SAMTARY LINES, IF COVER XTEND ... PLUG TO 2' IS LESS THAN 3 1/2'. PLACE 2' ABOVE FlNAL GRACE m. INSULAnOM BOARD WINCH IS SUITABLE FOR —OVER 10' PFE IN NO CASE SHALL THE COVER BE LESS THAN 3 1/2' PROPERIY DINE m EASEMENT OVER THE CROWN. BOUNDARY TONFOITARY 6" MWNAUM PWG -\ SERWCE SR J5 PVC \ UNlE44 OIHEHNISE SWEEP 3S PVC v lFD SHEEP FlTM16 \ SR JS PVC WYYE SEE SEWER TRENCH "'AA. fR SEWER MNN AND SERNCE BEDDING DETAILS 5ANITARY SEWER 5ERV I CE CONNECTION NT5 FlMSN mME RITE ACES GR TRENCHES r \ 4 FT. OF MmE IN DEPTH fm SKWM DINES, �CO�WR 5 1E55 iHNI J I/Y Y TMltic ENTENm BY PERSONNEL �' STALL RE SHEETED OR IN9JLAhD ! µ011Oyfp ROPED TO THE INCITE _ _ _ _ _ _ _ OF REPOSE N NO CASE SHALL THE PIPE N� MAN2 1m �Y OF APPROVED ROCK FREE 12' is BACKFNl THmU1mLY CgRAC1ED M B' i� OIAMEIIR OF PIPE) (NO STONES LAND .�, i 1/2' DIU�R�INAN THE —ACTOR SHALL AT ALL TIME$ Ni£P THE TENCHES ENTIRELY FREE OF WATER UNTIL ALL NOOK 6 HNISHED UNDI6NRBE0 SOIL J AND iTEMT fm BACKFlWNG STONE BEDDING TYPICAL SANITARY TRENCH NT5 MANHOLE FRAME & COVER NEENAH R1642, LEBARON LC266 R EQUAL. FINISH MADE -10 NO RANGING OF INTERIOR JOINTS WITH MORTAR SHALL BE ALLOWED IE & COVER GROUT FRAME TO BRICKS WITH CONCRETE GRADE RING. NO BRICK SHALL BE ALLOWS A.S.T.M. C478 PRECAST REINFORCED CONC. MANHOLE CONE AND RISER COPOLYMER POLYPROPYLENE PUSTIC RUNGS WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EQUAL. 12" O.C. MAX. 6" O.C. MIN. S.T. RISWOLD PRECAST 48" MANHOLE OR APPROVED EQUAL CLASS B CON 2"-4" CAST IN PLACE I RUBBER GASKET FOR 'i WATERTIGHT M.H. CRST. (TYP. ALL PIPES) CHANNEL 2 fAm DUMP 51RM5 E.PNIBbN RETRWNI (Y MT YNASHRRS) INSTALLATION D--E7� BAG DEFAL INLET SEDIMENT CONTROL DEVICE Nt5 i- COAT EXTERIOR OF CONCRETE AND BRICK WITH TWO (2) COATS R WATERPROOF SEALANT 3._ 0. SEE SPEGFlCATONS FR MH 7ESDNG REQUIREMENTS 0 RING RUBBER �- GASKET IN ACCORDANCE WITH AS.T,M. C-443 AND A.S.T.M. C-361 OR BUTYL ROPE -WELDED STEEL WIRE FABRIC VARIABLE STANDARD LENGTHS (1.2,3 & 4 FT.) BACKFlLL `- VARIABLE STAAR PLUG LENGTHS MAX LEDGE PAVEMENT LIMIT 8. PRECAST TTHIC CON RETEMBASE MIN. 2' HEIGHT. 3/4" TO 1 1/2" /4 0 6' O.C. RUSHED STONE BEDDING EACH WAY DO NOT USE LIMESTONE LED C-E PAYMENT LIMIT SHALL EXTEND BEDDING TO BE 3' OUTSIDE OF THE MANHOLE STRUCTURE TO A DEPTH OF 2e BELOW LIMITS OFEXCAVATION THE INVERT. TYPICAL PRECA5T 5TORM/5ANITARY MANHOLE 111 I I v�a�Iclw F.aum` I I I II ill II I I 1 NUW01�'yNA.�i III "r. IIF NOTE USE OM.Y MANUAL MTTVWS ` TOP VTYW S'EI'fION JUINP OF BI NET -AN N AND CLTTR W1HIN NET -AND AND BUFFEk LONE. —'— — ----- -- -- SILT FENCE DETAIL NT5 GENERAL SANITARY SEWER 5PEC5 IIME1 it i ifft.j l��ii�'!I II IIIIIIIIIIIIIIIIIiIIIIiIIIiI 11-11110111, ... li��l�'I�� � IIII 1111111111111111. IIII Iili� illl!II`�11' AT IDUMP5TEK FENCING (5ECTION VIEW) NT5 vA4I: p euxnxxe b o r. A, r b• r I aY� Y-C U f� rA4mP h I - N-1 ewK, rqe N AKppl I 1, .T ONNL NM Iro Tp . G AA,_mNrT�n ,Kg W V NNSAS w4wC 6 C ^IH4aK � I SEE OTHER SHEETS FOR ADDITIONAL INFORMUTION/- 2) CONTRACTOR SHALL GONTACT ALL UTILITIES BEFORE EXCAVATION TO — ) • " �^ I I r aI VERIFY THE LOCATION OF ANY UNDERGROUND LINES. UTILITIE5 INFORMATION SHOWN HEREON WERE OBTAINED FROM T BEST I T AVAILABLE 50UECE AND MAY OR MAY NOT BE EITHER ACUJRATE OR COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE p� YI•gKY� \\ / / TO ANY UTILITY, rUBLIG OR PRIVATE. SHOWN OR NOT SHOWN HEREON. 3) THE HORIZONTAL AND VERTICAL 59PMATIM FOR SEWER AND WATER LINES 5HALL BE IN5TALIED IN ACCORDANCE WITH THE LATEST Nv EDITION OF THE "TEN STATE 5TANDARDS - RECOMBAFJDED STANDARDS FOK WATER 41 PRIOR TO CON5TRUCTION, ALL MATERIALS SHALL ISE APPROVED DY THE rn +v Fw r IErt p N s ENGINEER, 5) STORM SEWER PIPE UP TO❑" IN DIAMETER AI BE PVG SDR 95 DUMP5TER FENCING (PLAN VIEW) CONFORMING D TO ASTM -9 ASTM D-2, AND ASTM F-477. STORM SEWER PIPE IB" AND ISK GREATER IN DIAMETER SHALL DE PVC, SDR 35 CONFORMING TO ASTM 0-3034, ASTM 0-3212, AND ASTM F_477_ TUTS B) ALL 5ANITARY SEWER PIPE SHALL DE PVC 50K 35 GOFFOKMING TO A5TM D-30J4, ASTM D-3212, AND A5TM F-477. alxe0 Tp 71 ALL TRENCH FILL SHALL BE MACEO IN 6" UFT5 AND THOROUGHLY cw.xrobrN IxrO scl NLKm COMPACTED TO 95f OF MAXIMUM DENSITY CV CPTIMLAA MOISTURE AS OETEKMINED BY ASTM O%B STANDARD PROCTOR. AY xx .w NN.v� N ALL NEW GRAVITY SANITARY 5EWER MAINS SHALL Be LEAK TESTED BY p rnvw TKwPIG YrA4.Ow bO auv HNKs wTe rxAAle A LOW M 55URE AIR TEST AND DEFLECTION TESTED, THE LOW PM55URE AIR TEST WILL DE USED TO SIMULATE INFILTRATION OR Avmelr EX F ILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING WILL BE CONDUCTED UNDER TIE SUPERVISION OF THE WITH ASTM C 2B-IR �O. TTHE MINIMUM ALLOWOKWO IN ALLOWED TIM FOR A PRF5 URE 6" SEWER, AFTER. FIR, 36 P51 TO 2THESIFIMAL BACKFILLMHAS EBEEN IN PAGE TA \\a OF I"I'„ GATE DETAIL LEAST 30 DAYS. THE DEFLECTION TEST MAY BE PERFORMED, NO PIPE % ) ja \/ SHALL EXCEED A OC TION OF FIVE PERCENT DE). IF THE DEFLECTION TE5T 15 RUN U5ING A RIGID BALL OR MAFDREL, IT �� 1..; Y-o•1 cwx r� SHALL HAVE A DIAMETER EQUAL TO %I OF THE INSIDE DIAMETER OF THE PIPE, THE TEST SHALL BE PEKPOKMED WITHOUT MECHANICAL PLLLING DEVICES. �• \/�j\ OESCRIBETION OO IN F THE EL INERT BY ICAJ_ SPE TW T�UM TEST ME HOOD ALLOWED TICM. THE MINIMUM! IME FOR A VACWM DROP FROM V OF MERCURY TO 9" OF / vro ulLs wT ¢.Div I. rNR.s WKCURT SHALL BE 2 MINUTES. AG *1 ANY 5lR.fES. LINES, OR 5TKUCTURE5 WHICH HAVE BEEN DAMAGED BY 60LLARD DETAIL THE CONTRACTORS OPERATIONS 5H 1_ BE RESTORED TO A CONDITION NT5 vY IrA ..-N• Love nm. AT LEA5T EQUAL TO THAT IN WHICH THEY WERE FOUR IMMEDIATELY PRIOR TO THE DeeI NG OF CONSTRUCTION, C'� O01'T rvYUK III TIE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE INDIVIDUAL LOT 5EWER LINE SERVICES WITH THE OWNER AT THE TIME OF CONSTRUCTION. GATE DETAIL (5ECT I ON) TUTS w THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT o 5477 n 1-800-225-4977 PRIOR TO ANY EXCAVATION. i r f 'M4181IRHP \,. NT5 C ALL JOINTS ROU SHALL BE THOROUGHLY 1. SETUP AND MAINTAIN SG45 AND OTHER SAFETY CONTROL DEVICES. CLEANED AND MATED WITH EXISTING BIT. PAVING 2. RESHAPE HOLE AND PATCH AREA BY CUTTING'AITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE - SMOOTH CUT EXISTING --___BIT. EMULSIFIED....._...MEN .-.._____ .._ _.... _ ASPHALT PRIOR PAVEMENT PRIOR TO PAVING ON ONE OR BOTH SIDES CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOUD MATERIAL AND AROUND HOLE TO SOLID PAVEMENT. TO PAVING �\ 1'NEOF ESTING PAVEMENT OR THICKNESS XI / 3. BACKFlLL TRENCH IN 8' LIFTS AND COMPACT EACH LIFT TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM 0698 STANDARD PROCTOR. '� OF 1 1/2' OF TYPE III MINN., A MINIMUM OVER 2' OF TYPE II BASE COURSE 4, REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. ��\\ \\\\\\� CONC_ 5. APPLY EMULSION IRS -I) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON BOTTOM OFI OLE THICKNESS OF EXISTING GRAVEL B. PLACE TYPE It BASE COURSE PAVEMENT A MINIMUM OF 2' THICK. ' EXISTING ` OR l.MINIMUM DENSE GRADED GRAVEL BASE. CRUSHM ED STONE PER Vt. STATE 'SPEC. 704.08 7, FILL TOP OF HOLE WITH TYPE III BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2". FINAL LIFT SHOULD BE 1/2" TO 1" ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION THE PATCH IS LEVEL NTH THE EXISTING PAVEMENT. EACH LIFT SHOULD BE THOROUGHLY COMPACTED WITH A " VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE TRENCH NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS -- -____ EXCAVATON THAN 1 S.F.), 8. CLEANUP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNS AND DEVICES. KEPLAGEMENT OF EXISTING DITUMINOU5 PAVEMENT NTS CONCRETE CURB SEE SHEET B FOR PAVING REQUIREMENTS SEE SHEET R FOR SEES PLAN 5" THICK 3500 PAVING REQUIREMENTS OR GRADING 7 P.S.1. CONCRETE 2' /// WALK SNWtDER 17' 4'TOPSOL _ 5 `.... A92' DENSE GRADFDr GRUSIIP STONY/STA/04.SPED, 6 aGI B" CRUSHED ,i. GRAVEL BA.T ' ' (VT. SPEC. L y-i „/ /I ,''/ ta•sANf4 CVfiH DN TAT: SPM 704.05-FINE) 7P3 GJ-: ALL EXPOSED SURFACES TO RECEIVE 2 COATS NIRAFI 500% SEPARATgN CONTRACTOR SHALL NOTIFY ENGNEER TO INSPECT OF M AMI-SPAWNG COMPOUND. FABRIC OR APPROVED EQUAL SURGRADE SOLS BEFORE PLAGNG ANY GRAVEL TYPICAL 51 DEW ALK SECT I ON NOTE: DETAIL APPLES TO AREA 7 AS SHOWN ON SHEET 8 NTS MINIMUM WIDTHH 8"+ PIPE CIA PARKING AREA DETAIL 1 /1'FAOM� TAPER Y --- 0 B' INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMINATES TYPIr.AI TAPFl?F=n r.l 12P3 NTS NTS 1/2' RADIOS EMULSIFIED ASPHALT 1/4" RADIUS 3,500 PSI CONCRETE -� ENO AREA - 0.94 S.F. 18" SIDEWALK RAMP �w TEXTURED a1E 1/8- REVEAL / ROADWAY SURFACE a B J %MAXIMUM -��. Section A -A "CURB CURB TRANSITION SIDEWALK _ RAMP CONCRETE CURB FIRE LANE C TOPSOIL -LETTERS SHALL BE 2 FEET HIGH WITH A WIDTH OF 4" NOTES PAINT SHALL BE DURABLE PAVEMENT MAKK I N&5 NTS —MINIMUM 12" FABRIC OVERLAP LASHTO M196) GRADE FROM FACE OF CURB 3/4" TO_I.-/z... CLEAN STONE WRAPPED IN MIRAFl MA I)I III FABRIC I I I I I I 111. TYPICAL 0' NOE DURABLE CROSSWALK G 0055 — WALK NTS NOTES : 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2) CURBNO EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20AND SHALL DE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 ( 1/2" SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN MTI-SPALUNG COMPOUND. 5" THICK 3500 P.S.1. CONCRETE OR OTHER APPROVED TREATMENT y, 24" SAND 12 4'TOPSOIL CONCRETE CURE/ BASE (W. VARIES SPEC. SEE PLAN NTS 703A3) CONCRETE CURB 8" CRUSHY THICK DOW STYROFOAM SM SEE SHEET 8 FOR GRAVEL BEDASE PAVING REQUIREMENTS VT. SPEC. OR EQUAL INSULATION BOARD ( / ' SEE SHEET 8 Fdt 18" 704.05-FINE) '/ r/ PAWNG REOU9RENENTS SEE SITE PLAN L' 2, FOP GRADING -/�:�/SHOULDER ALL EXPOSED SURFACES TO RECEIVE 2 COATS1 OF AN AN I-SPALUNG COMPOUND. A95° DENSE GfiAOFAb CRU 'STONE STATE SPE® ]04.Oeq - G TYPICAL 51DEWALK SECTION S5N0 GGSHDNITSPEG ADJACENT TO DU I LD I NG NTS MIRAFl SW% SEPMATOI CONTRACTOR SHALL NOTFY ENGINEER TO INSPECT FABRIC M APPROVED EQUAL SJBBRADE SOILS BEFORE PLACING ANY ORAWL NOTE DETAIL MPUES TO AREAS 1 AND 6 AS SHOWN ON SHEET B MINIMUM WIDTH 6'4 PIPE DIAL ROADWAY AREA DETAIL TUTS DURABLE ARROW NOTE, ARROW SHALL BE 11.11 TO MEET STATE SPECIFICATIONS PAINTED ARROW NTS Section B-B 30" STOP FLANGED CHANNEL 8c STEEL POST TO HOUND " Vr. SHT. E-121 STOP SIGN N.T.S. VT. SHT. E-143 GAR — ACCE5516LE _ PARKING NTS _. 5EE MANJFACTURERS DETAIL SHEETS /'- FOR READ BOLT PATTERNS 4` TOPSOIL 2 FINISH GRADE >i 44 REBAR 4 HORIZ BAR5 W 3 VERT, STIRRUPS 46" 2" 5CH 40 PVC CONC111T MINIMUM 12' FABRIC OVERLAP 4" PERF. PVC SDR 35 (ASTM F750 OR AASHM M196) - 5' BELOW FINISH GRADE OFFSET PIPE 10' FROM FACE OF CURB 24' 6' LONG COPPER E RAIN WITH UND3/4 C7RIXUND ROD WITH ��46 COPPER WIRE F OR 3/4" TO 1 1/2" T CONNECTION TO POLE CLEAN STONE WRAPPED IN MIRAFl 140N FABRIC TYPICAL LIGHT POLE FOUNDATION (15LAND) NTS 30" 48" 24" SEE MANUFACTURERS DETAIL SHEETS FOR READ BOLT PATTERNS 7 GENERAL GONSTRUGTION 5PEGIFIGATION5 RESERVE 1) UTIUTY INFORMATION SHOWN HEREON WAS OBTAINED FROM REST PARKING AVARABLE SOURCE AND MAY OR MAY NOT BE ETHER ACCURATE OR COMPLETE CONTRACTOR $TALL VERIFY E%ACT LOCATION OF EXISTNO UTUTIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY. PUBLIC OR PRIVATE S1OWW OR NOT SHOWN HEREON. CONTRACTOR STALL VERIFY NEW TAP LOCATIONS AND SHALL CONNECT ALL UTILITIES TO NEAREST SOURCE THRWGH COORDINATION WITH UTIUTY OWNER. 8' TO ^_FLANGED CHANNEL 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL O ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES GROUND 57EEL POST NECESSARY TO COMPLETE THE WORN UNLESS NOTED ON THESE PLANS. uf. SHT. E-121 CONTRACTOR SHALL KNOW ALL TRASH FORM SITE UPON COMPETION OF CONSMU POIL ANY SURFACES, LINES M STRUCTURES 'WHICH NANDI GAP SIGN RHAW EESTOREDNTO AAL CONOTON AT LEAST EQUAL TO THAT IN MICH THEY NTS WIRE FOUND W1MmIATELY PRIOR TO BEGINNING OF CONSTRUCTION, 3) SEE OTHER ETAR SHEETS OF THESE PLANS FOR AMRIONAL DETAILS. REQUIREMENTS AND SPECIFICATIONS. 4) ALL WORK SHALL BE IN ACCORDANCE WITH THE 1990 VEIWIWT AGENCY CE TRANSPORTATION STANDARD SPECIFICATONS FOR CONSTRUCTION, TE TOWN PUROC WORKS SPEOMATGNS, AND RESERVED THESE PUNS. 5) NEW PAVEMENT MARKINGS SHALL BEM ACCORDANCE WITH PARKING NOTE a EW IMPROVEMENTS ABOVE. ALL EXISTING PAL BE MARKINGS CONNCRON WITH THE NM SHALL RE REMOVEO..`Y GRINDING OR A Mt NC 8) A MINIMUM OF ONE-WAY TRAFFIC SHALL BEWILL MAINTAINED REWW AT ALL TNUWTWO TIMES. CONS -WAY TRAFFIC SILL RE IRED AT NIGHT, PEAK -HOURS. AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTWTES. IF DEEMED NECESSARY BY THE OWNER. MUNICIPAUTY OR ENGINEER, A UNIFORMED TRAFFIC CMIRW OFFICER iV VAN SHALL S DIRECT AND TRAP C CONTROL SIGNS SMALL BE TEMPORARY EPTH ERECTED BY STRUCIBION SIGNE CONTRACTOR ACCESSIBLE IN ACCORDANCE WITH STATE AND TOWN STANDARDS. THE CMNG THPTOUiHE U. BE OREAIOp ESPONSOLE ATAS A HIS OWN OF EXPENSEUCTION FOR 6' TO FLANGED CHANNEL VROUDOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WERE AND WHEN GROUND STEEL POST DEFIED NECESSARY, THE CONTRACTOR WILL BE REQUMED TO WET VT. SHL E-121 SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIIN CHLORIDE, OR SWEEP THE ROADWAY WITH A POWER BROOM FOR MST VAN AC,(,E55 I 6LE 5 I GN 6) THE DON RACTOR SHALL NOTIFY THE BOWER 24 HOURS IN ADVANCE NTS OF STARING ANY WORK. CUTTING PAVEMENT, BEQINMNG THE INSTALLATION OF ANY UTILITIES, BRINGING IN ANY NEW GRAVEL. OR STORE FOR THE NEW BASE. PAVING. NG. ALL TESTING. AND FINAL INSPECTION, IN ORDER TO ASSURE OOVPUANCE WITH THE PLANS 9) PRIOR TO BEOWNING WNSTRUCTION. ALL MATERIALS STALL BE APPROVED BY THE ENGINEER, 10) ALL FILL SHALL BE PIACED IN W INCH LIFTS AND THORWG LY COMPACTED TO 9510 OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASW DON STANDARD PROCTOR, AND SHALL RE TESTED AT SOD INTERVALS, UNLESS OTHERWISE SPEGFED. 11) BACKFlLL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95. OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT, A MINIMUM OF TWO (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE, UHOUR EACH RUN OF PIPE PRIOR TO INSTALLING THE PIPES. THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUAIELY COMPACTED SOLE 12) THE HAYERAIE DAMS, SILT FENCES, AND DITCHES SHALL BE MAINTNNED AND REPAIRED BY THE CONTRACTOR AFTER EVERY RAINFALL OR AS ORDERED BY TIE ENGHEER UNTIL AJL DISTURBED AREAS HAVE BEEN PAVED OR MASSED AND APPROVED BY THE ENONEER. THE MAINTENANCE OF THE EROSION MRTROL DEWCS WILL INOUDE THE REMOVAL OF ANY ACCURILAWD SEGMENTATION, 13) THIS OESGN MUST BE INSPECTED BY O'LEMY-BURKE CIVIL ASSOGATES. PLC, ESSEX JUNCTION. WRNONT. TO ENSURE GOMRUMCE WITH THESE PLANS. 0UARY-BIRKE WAIWS MY AND ALL RESPOINSIGUTY MO UABWNY FOR PROERMS THAT MIBE FROM FAILURE TO FOLLOW THEY PLANS, SPECIFICATIONS AND THE DESIGN INTENT THAT THE PLANS CONVEY. AND FROM FAILURE TO HAVE BEEN NOTFIED By THE CONTRACTOR TO INSPECT THE WORKS AND IESTS IN PROGRESS. 14) ALL SL.OPES. DITCHES AND DISTURBED AREAS SNALL BE GRADED AyWI SMg11H. CI£AN AND MEE OF POOKETS WITH MFFICEHT SLOPE TO NL72 mo HINL l ENSURE DRAINAGE. C xrart FAPrt 15) SEE ARCHITECTURAL PUNS FOR BUILDING. VAN — AGGE55 I F.5LE PARKING NTS RAMP WITH ICMRED FINISH -:• SUEWAU REST I SHALL BE INSWHERE AT ALL STIFFEN INlERSECTONS WHERE NEW GDEWN.NS AND CURBS INTERSECT. )yA. • MAXIMUM DESIRABLE RAMP SLOPE - 1'/FT. K4" SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP SIDEWALK RAMP NTS GRADATION REQUIREMENTS MAIEMAL SEW TE PIXPCMi (x) ASMND SAND GUSNON - VT SPED ]al.al 2' + In• iW R 9o-,OD x w IIo-,W x D-m x naG Fmo O-MI ptAW1 FDR SUIIBAfE - of 9PEC 0ao /4 pIW #I. 1b-60 x o-t2x D-Bx CMISIEE. aN> �FDR 4UBBAEE Y I ,St w /,w %mo ttp x —1. iKI-1. x aD-eD x 0 fz x wa x v�r agEc�w�i.9ernusHm ORNE r 90-1— Y TI-t9Dx SD-mR w LSaO 15-4p1t D e x FIN15H GRADE DURABLE STOP LETTERS AND STOP BAR 4i KWAR - 4 HORIZ. BAR5 W 5 VERT. STIRRUPS NOTE, STOP LETTERS SHALL MEET STATE SPECIFICATIONS 2" 5CH 40 PVC CONnvlr 12" WHITE STOP BAR MINIMUM 4' BACK FROM CROSSWALK STOP 516N, DAR, + LETTERING 6 LON6 COPPER NTS GROUND ROD WITH 46 CAPPER WIRE FOR CONNECTION TO POLE 1/+SN, REMRWS AS PM arvO5W1H aVRurvcTaN c0 W E r/m/� RFrt9au pEW9ON6 As PER ACACIA'S mLILENR TYPICAL LIGHT POLE OBCA o RE WNARY FOUNDATION (PAVEMENT) "�N��°�] P RL NITS A WATER D15TKIDUTION 5PECIFICATION5 LI GENERAL. -11 1— 514ALL cON5DT OF THE LABOR,—IAOIT, AND HATE KEGUI— FOR THE _NFLETC LCHSTINLTIOH OF THE WATERNAND AND SERVICES WHICH SHALL INCLUX EXCAVATION ALL NATERIN. F F ROOTS, STUFS, AND FROST'. MATERIALS tBEO FOR --It- TRENCHES SHALL INC FREE OF STONES WICIOHWfi OVER 30 Pd,PDS. NO STOICS DACKFILLI46, PIPE, VALVES, TEE5, HYDRANTS, ELOOWS, RED EEI AO ALL OTHER APPLRTEWNLES FGSUUNG OVER ONE AND ONE-HALF IKKXES 11 'In W THE LONGEST OWENSO, SNAL, DE INIC—ARY FOR A COWIETE WATERMAIN SYSTEM AS NGICATED ON THE ACCEPTED ORAWRIG5. ALL PLACED WITHIN ONE FOOT IB OF THE PIPELINE SEING BACKFILL®. MATERIALS AID INSTALLATIONS 5— CE AH°ROVED BY THE LOCAL MUNICIPAL WATER ARRHORITY, DALKFILL FOR ALL PIIAINE5 SHHALL BE FLAG® IN 11X INCH 16l LAYERS, EACH LAYER -I- WATER PIPE MATERIALS THOROUOLY COMPACTED TO HOT LC55 THAN IS PEICLFNT OF MAXIMUM VERY DENSITY AS DEiERMiHFD OT THE AA5HTO-T-RA 5TAVARD PROCTOR PARTIUA-AR PREGAUT10N5 SMALL CE FIRE CONNECTION (TACTILE IRON PIPE HC1 bl AHD CONFORM TO GUR 1 AWWA TAKEN W 1l1E PLACEMENT AHD LOFALTIQV OF TFE DAGKFILL MATERIAL W DR NOT TO DAMAGE THE PIPE OR STRUGTTIRE THE BALKFILL SHALL ce dtOUC W EVFIILY. ALL WATERLMNS SHNl DE TO SPRINKLER SY"TEM Llp ORPANSI sPEC1�FILATION AGI.D.I PUSH-OIN JOMY PNE SHN1 DE MINIMUM THICKNESS INSfMAED WI}H A MINIMLN LOVER OEP'IH CF 51X III GLASS SO PUSH -ON JOINT AGCE5501— SHRILL —NM TO APRH,ADP KEQ I1REt@ I OF AWWA L1f1 OR ANSI SPSLIFILATION AGNM SURNLS EXCAVATED AATNR NOT USED FORD It- SMAJ. DE DISPOSED OF W A MAHWFR 5ATI5FAGTORY TO THE FJl9WEFR. ALL SIAKPI-lK MATERIAL OR 51FOL, SHRILL DE R@AOVED PROMPTLY FEE SHALL BE Lfl®NT' MORTAR -LINED ON THE INSIDE IN ALLORD WITH AWWA — AND ADISPOSED OF SO AS NOT TO DE OOJELTIOWDLE TO ABUTTERS OR TO THE GENERAL —.1OR AN51 —-AT-— EXCPT THAT THE CEMENT -LINING THILKNE55 SHALL NOT DQ —1 THAN THREE- 51XTENENTHS INCH 01 A PUB TOLERAHK.E OF OE -EIGHTHS INCH RVG•I WILL BE FORM TTED VALVE BOXES ARE TO BE INSTALLED ON ALL DIRIED VALVES. THE DOXE9 SHALL DE CAST IRON WITH A MININIM FIVE AID ONE-FOURHS — B 147 OMMETER AND LONG ENOIMH TO EXTEND FROM THE VALVE TO IEfO O GRACE. THE BOXES SHALL ENCLOSE THE OPFFAtIN6 NUT AND STIFFING NL fIPE DO% OF THE VANE. VALVE COXES ^ALALL NOT TRANSFER LOADS INTO THE VALVE COVERS — DE E SHALL CE A NINIMM DIAMETER OF 11-1— 11AND LOF TO LLRRER AWWA SP 1—ATION 4A00. GLASS BO WITH A SCM RATIO OF IB PIPE JOWTS STILL BE THE PUSH -ON LL0. fITT1N6 AMJ DIRT -TIGHT WITH THE 11 OF THE LOVLR — WITH THE TOP OF THE It— RIM COVERS SHALL BE MAR ID VATER• WITH AN ARROW IHKNLATIMG THE DIRECTION OF ORIING. TYPE MAIM RLBOER RIN65 RLFPT FOR JOINA AT FITTIN65 ANS VALVES WH LIi SHILL. BE AEOINILAL VALVE COXES SHALL INS THREE PIECE SLIP -TYPE JOWT5. WATER SYSTEIA$ SUBJECT TO ROUTINE PRESSURES EXCEEDING GOO "I SHALL USE LLA55 000 WE THIE wNTRAC.TOR SHALL PROVOE A STADIE. TEMPORARY PVL MARKER APFI0 OY THE R6NER AT ALL GATE VALVES. CURB STOPS. AND AT THE Etb OF WATERLINES TO A POINT SIX INCHES U FITTING5- WE ABOVE FINISH GRADE THE MARKER SHALL DE SEATED SECURELY INTO THE GROIND CXU 1. IRON FITTINGS SHILL De CEMENT -LINED, HAVE 350 POMD9 WORKING FRESSIARE, C. FIELD TESTING ANJ DE IN AGLORDAl fi WITH AWWA C-D4. G-NL AND L- ED OK L-B3 FOR LOMYDT FIT- —I— JOINT NUTS AND 6O.15 SHMI BE HIGH STRENGTH, LOW ALLOY STEP1 PER ANSI A- 21.I1. DUCTILE IRON FITTIIKfS LARGER THAN TWELVE INCHES MITI SHALL HAVE A STAND CODY E%GEPF AS OTHERWISE DIR--. ALL PIPELINES SHALL DE TESTED. PIPELINES LAID IN EXCAVATION OR INCO ED CONCRETE SHALL INCN E TE5TEo PRIOR TO DAGKFR JN6 OR PLACING THE OF LENGTH ISO)TO GLASS 250 FAST IRON FITTINLAST GS. IRON GLA55 250 F1TTI1HG5 WILL DE ALLOWED LONGRET4 AO ANY EXPOSED PIPING SHALL BE TEST— PRIOR TO FIELD PAIN`t O THE CONTRACTOR IN LIEU OF ORK,TILE IRON FITTING5 IN 51— LAR,SER THAN TWELVE INCHES IEL SHALL —ISH ALL GAH6E5, TESTING PLR165, 1AP5, AND ALL OTHER NECESSARY ESLIFMENT MID LA-1 -NE- RETAINER CLADS OR AN ,YPROVED E Al- SHALL O@ IDFD ON ALL VERTICAL LEND TO PERFORM LEAKAGE AND FKE55LRE TEST IN SECTIONS OF AN AFFIi LENGTH EACH - SECTION OR A MAXIMUM OF ONE THOBAO FEET I10001 OF THE PIPE SHALL BE TESTED ALL AND AS SHOWN ON THE PLMC, PRESENCE OF THE ONSItEER. 1.4 GATE VALVE RESILIENT SEAT- TEST, THE CONTRACTOR SHAM CE AID MAINTAIN 100 Di PER FOR 1TE RREWO VALVES SHALL DE MANFALTUPIED IN NORTH AAERIGA TO MEET ALL REOIIREMEIItS OF AWWA H AY HO SQUARE IINC.N IYL TWO HCURS. FAILURE TO HOLD THE OESTHE Lp PRESSURE FH L TWO-HOUR RRIOD OF THE SECTION TESTED. THE LEAKAGE TEST SHALL ME PRPORMED SPSCIFILATON5 C-SON. VALVES TWELVE WOES (In AND SMALLER SHALL BE bUIS LE -TIGHT, ZERO ,MTL .- �FAIILLRE GONCLRRE WITH PRE9 TEST, !E LONTRALTM SHALL MEASURE THE TEST. IXHE LCAKAEE AT 250 P51 WORKING PRE E. VALVES SHALL HAVE NON -RISING STEMS OPEN OF 1. ST WAMITY OF WATER REWIRED TO MAINTAIN THE TEST PRESSURE. 1 AKAbE SIW1 NOT EXCEED THIS GOJN2RLLOLKWISE, ADN OE PROVIDED WITH A TWO INCH ICI WU— CFEIUTINS, HUT WITH ARROW OIMNIfITY GIVEN BYE LAST IN METAL TO IIOILATE ORECTION OF OPENING EACH VALVE SHALL HAVE MA-5 NAME, PRESSOR@ RAT ND, AND YEAR IN WHICH MAMFACTURED LAST ON YIE DORY PRIOR TO SHIPMENT FROM THE FACTORY, EA VALVE SHALL OC TESTEO DY HYOROSTATL PRESSURE EOVAL TO TWICE THE N IFIEO WORKING PRESSURE. &AUCIS VALVES SHALL BE NBTALLEO WITH A VALVE CO% IS VALVE COXES CAST IRON THREE-PIECE 51-1 -TYPE WITH A TOP FLAK-E, FIVE AID ONE -FOURTHS N H IS V4l SMAIT, D' DEPTH OF TRD— DORYMA CAST IRON LOVER MARKED 'WATER- MD INJILATING DIRECTION OF OPENING. b FIRE HYDRANTS o. ALL HYDIUNT5 Ali TO D@ S-WAY, 5' MINIMUM DIAMETER AND LIMITED TO THE FOLLOWING MAKES MUELLFR A-421 OR KEREDT —I. K- A. MAIN VALVE OPENING S U4 INLHBS DIS N019.E ARRANGFJEHIT TWO 2 VG INCH HID`L NORLES WITH IW THREADS PER OIS INCH. ONE 4 VO INCH FLUFPR NOZAL WITA 141 THREAos PER INCH 1H.ET GONNELTION, 6 INCH MEONWILAL -WY OPERATING .11 STANDARD 1 V] INCH FENTA60N THE DRECTION OF OPENING, LOLNTRCLOLKWISE WA LO.OR FKNELED RED pER DEPTH OF DURY� HYDRANT SHA.I. OE INSTALLF35 TO THE IAmJF CURERS p INSTRUCTIONS WITH NOKELES ABOUT W ABOVE FINISH 6RPDE THE IT IN'DRMNT DRANCHES AT HYCARANT ASSEMDLIES SHALL CONSIST OF A 5IX INCH 161 MECHANICAL JOWT GATE VALVE .IS CONFORMING TO AWWA G-50"I A FOUR FOOT PIE LENGTH OF SIX INCH Rl CLASS SO DUCTILE IRON FIFE WITH A LEMEM-LINING AMP THE PIKE HYDRANT. THE HYDRANT SHN.L HAVE AT LEAST iff—TEEN INCHES Hbl CETWEEN THE DOTTOM OF THE STEAER LM AHD THE 6ROUTD, FOR IIWM2-FAMILY HOfiE SUDo1V1510NS, THERE WILL EE AT —11 E. ONE MORANT AT EACH INTERSECTION ANO A MAXIMA OF SOO FEET COOT CETWEEN H10RAHT5 WITH A MIN IMIN WATER FLOW OF 500 GALLONS FEK W.TE WITH A m P51 RESIDUAL —- FROM EACH HYDRANT. IU —ITRIIGTION MERMOOS TW b1 A INSPECTION AID TESTING C ALL PIPE AID FITTINGS SMALL DE 1N5PSGlED AND TESTED W ACCORDAHKE WITH THE EE MNUPACTLRER'S SPELIFILATIOO ,ND THE AFOIE-1 KD AWWA SPECIFICATIONS. THE LONIRAGTCR SHALL PLRNISH FOR APPROVAL CERTIFICATION FROM THE PIPE MAMFALTURER THAT ALL TESTS HAVE BEEN PERFORMED WITH SA ISPALTOKY RESU.IS. PIPE SHALL, NOT INC INSTAL® WITHOUT THE ISMSENEER'S OR WATER AUTHORITYSTAPPROVAL. F B, RISTALLATION PIPES. FITTING5, ADD AGLE550RES SHALL. ISE CARE'U.LY HANDLED TO AVOID DAMAGE. PRIOR TO THE DATE OF ALCEfTANLE OF THE III WM IT THE OWNER. THE CONTRACTOR SHALL KEEP -- ANY PIPE OR ACCESSORY FW TO DE DEFECTIVE AT ANY TIME, INLUDING AFTER INSTALLATION. AT NO EXPENSE TO THE OWNER. ALL INSTALLATION AND TE5TRN6 SHALE- DE CiOHE IN gU.ORDANG@ WITH AWWA SiMDARD L-B00 AND —1—FIGATION AGI,IR ALL PIPES 5HOWING CRACKS SIAA.L DE REJECTED. IF CRALK5 OGCUC IN THE PIPE. THE CONRRALTOR MAY, AT HIS OWN EXPENSE AND WITH THE APPRWAL OP tHE EX NN@ER. CANT OPT- THE LRAGKIED PORTION5 AT A POINT AT LEAST TWELVE INCHES 11T1 FROM THE VISIDLE LIMITS OF THE LRAGK AHD USE THE SQUID PORTION OF THE PIPE. ALL PIPES AND FITTINGS SHALL DE LLEMED OF ALL FOREIGN MATTER AND CCER15 PRIOR TO INSTALLATION ANT- SHALL DE KEPT CLEAN UNTIL THE TIME OF ALCETTM E BY THE OWNER PIPE SHALL CE GLOS@D CY T'EVPONARY WATERTIGHT PLUH OR DY DT— APPROVED MEANS, IT- WATER IS IN THE TRENCH WHEN WORK 15 RESU . THE P-NIS 9NN.L NOT DE REMOVED UNTIL ALL DANL OF WATER ENTERING THE PIPE HAS PASSED. THE PIPS SHALL DE INSTALLED W TRENCHES AND AT THE LINE AND 61— SHOWN ON THE COMPRACT ORAWINGS. ANY CEFLELTION JDNtt5 SHILL DE WITHIN THE LIMITS SPECIFIED DY THE WMHFALTURE PIPING AN2 APPURTENANCES LOHUF — TO THE EpUIPMEHT SHALL DE SUMORTGS 50 THAT NO STRAIN WILL BE IMPOSED ON THE EGUFMEJT. IT- THE EAxARMEIT MANUFAClTA6DRI 9PEGIFILATI INCLUDE THAT Fill% LOADS ARE HOT TO DE TRANSFERRED. THE CONTRACTOR SHALL SLIDMIT GONCREFE TH $ DACAS SHMI DE INSTALLED ON ALL RUGS, tEES, AND BFID•i �PLEGTI- II V4 DEGREES OR MORE LAKE SH ML. DE TAKEN TO ENSURE THAT CONLRB'1'E WILL NOT COVE IN LOMACT A- FLANGES, JOINTS. OK DOLTS. THE REWIRED AREA OF THRUST BI.OLRS ARE INDICATED ON THE PLANS OR SHALL DE AS APPROVED CY — EN61— WHENEVER SEWERS GROSS LWETER WATERWIS, THE WATERMAIN SMALL DE LAID AT SUCH AN ELEVATION THAT THE COTTON OF THE WATERLIIN IS AT LEAST b WOES ABOVE THE TOP OF THE SEWER THI5 VRTICA. SEPARATION SHALL BE WINTAI— FOR —I PORTION OF THE WATERMAIN LOCATED WITHIN TEN FEET 101 HORIZONTALLY OF ANY SEWER IT CROSSES. THERE SHALL DE NO PHYSICA. LOM NON INST EEN THE DISTRIOUTAON SYSTEM AND ANY PIIZS, RAPS, HTORNNTS, OR TANK5 WHICH ARE SUPPLIED OR MAY DE SUPPLIED WITH A WATEK THAT 5, OR MAY DE. ODNTAMINATED. IN INSTMKfi5 WHERE THE USE OF DIFFERENT TYPES OF PIPE KEOUME JOINING, THE CONTRACTOR MWL. FNtN1`H AND INSTALL ALL NECESSARY ADAPTR5, ALL TREKHRN6 4AFETY STANDARDS STALL EE IN CO-- WITH ALL APPLICAOLE STATE AND FEDERAL GUIDE_1NE5 MD AS NEGIFIED ON THE PLANS, THE LONTRAGTO4 SMALL. AT ALL TIMES, KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK 15 FINISHED AND READY FOR OACRFR II AFTER THE V OU5 PIPELINES HAVE DEEM INSTALLED THE TRENDIES AND OTHER AREAS TO DE FILLED SHRILL CE ISALKPILLED TO SUD6RADE MAIM WHEREVER FOW15LE, MATERIAL EXCAVATED FROM THE TRENCH MO DACKFILLIIIG WILL � ALLOWED UNTIL ANY L ECTE WSORY HAS SET 5LFYICIENTLY. AS OETERMINED BY THE ENGINEER. L • 5D ISOUAKE ROOT OF PI A HS L LEAKAGE IN 6AllONSAMOR 5 IF.NGTH OFPIPELi fESTEO O DIAETER PIPE IN NCHES ALL TESTW6 SHALL DE LONOUC, E IN ACLOROANLE WITH AWWA G-60O LATEST REVISION SMOIAO ANY SECTION OF THE PIPE FAIL EI'PNER THE PRESSURE OR I-CAIA TEST5, THE COTRALTOR LL DO EVERYTHING MECESSMY TO LOCATE MID REPAIR OR REPLACE THE OEFELTIVf PIPE FITTINGS J01M5 AT HO EXPENSE TO THE OWNER. OCORIWTION OF THE WATEKMNM SHALL OR LODHK ONLY AFTER THE MAIN HAS 15— FLt15HED AND A DINAR STREAM IS OETAIMED AS DE—INED CY THE ET —K. THE LONYRACTOR SHALL FURNISH ALL LADOR EOIIEMENT, MATERIALS, AND TOMS NEGESSMT TO INFECT THE PIPE AND A'FURTEN 1 IN A.LORDANLE WITH THE AWWA IT-- FOR THE METHOD OF DISIWECTION MILM. DE BY THE CONTINUOUS FEED METHOD UNLESS OID-ISE APPROVED BY THE ENGINEER. AFTR FILLING, FLUSMW6, AND THE ACDITION OF C.HIMBE S 10M. FREE GA.ORRE GONLFNTRATION WI NN THE FIFE SHALL M AT LEAST SO NE/1- THE CHLORINATED TER SHALL REW.IN IN 1NE MAW FOR A PRIOR OF AT LEAST d HOMS. AT THE ENO OF THIS HOD, THE TREATED WATER IN ML PORTIOD OF THE MAIN S1IL. HOT HAVE A KE5IDUAL OF LESS THAN M6A. OF FREE CHLORINE All DISIHFELTION SHALL DE FC,FORMGo UNDER THE SUPERVISION OF ENGINEER THE DISINFECTION PROCESS SHALL SE OEEYRD ALLEPTABLE ONLY AFTER O AAPIE4 OF WATER PROM THE FLUSHED, DISINFECTED MAIN TAKEN BY THE ENGINEER AND TESTED AN APPROVED IABOli SHOW NO EVIDEN[G OF DAGTERIOAGILA. CONTAMINATION INFECTION SHALL LOFORII TO THE LATEST AWWA L-SSI REVISION THE PIPELINE AND APPIRTPHAKES SHALL CE NAINTAINED IN AN UPILORAMINATED CODITHON UNTIL FINAL ACCEPTANCE DISINFECTION SHALL OE REPEAT Ep WHEN AND WHERE REWIRED AT NO EX— TO THE OWNER UNTIL FIWL ALLEPTMKE BY THE OWNER, FROST PROTECTION OF SHALLOW WATERLINES WATERLINES WITH LESS THAN 51X FEET 16T OF — OVER THE CROWN, OR WHERE INDICATED ON THE PLANS. SHALL DE PROTECTED AGAINST PR 11NI BY INSTALLATION OF IOU INCH 141 THICK STYROFOAM 5M NBL 110 SHEETS WITH A TOTAL WIDTH OF FOUR FEET MT OR ICE THE FIFE DUMETEt WHICHEVER IS GREATER. THE SHEETS SI W1 DE HALED SIT( WCHES ABOVE THE DROWN OF THE WIN AFTER LOPAGTIOH OF THE SIX INCH bl LIFT IMMEDIATELY ADOK THE U— LAKE SHALL DE EXERCISED BY THE TANTRALTOR DARING DAGKFILL AND OMPACTION OVER THE 5TYROFOAM SHEETS TO PREVENT DANWE TO THE SHEETS. STYROFOAI W SHEErS SMALL MOST THE L C551VE STKEN6TIH REQUIREENTS OF ASTM Dp11-TO AIO SHALL AS MAAMALT.RED Or COW -Al- CDNPANT, MDLAJD. MIGHI6AR OR EWIVALENT, IN NO SE SHAH THE WATERLINES HAVE LESS THAN FIVE FETES III OF COVER OVER THE TOP OF TFE PIPE HYDRANT FLOW — I - A HDORANT SHALL Of FLOW TE5TED UPON 6DNP 10N AND ACLFPTANLE OF THE WIN N5TRULTION. DATA SHALL BE OBTAIIDD AND SLEMITTED TO THE TOWN TO ALLOW THE E D@TERMIWTION OF FIRE FLOW AT M PSI OF RESIDUAL PRESSURE FENISH (MADE SMIMUL WiH `7A EXCAVATED MATERIAL THOROUGHLY TRMPACTED DO W 6" LFTS „C iq 2 THE O. D m m® . W 4 FT. OR MORE DEPTH BY PERSONNEL gym. MAULED ALL M8E SEEMED LE SLOPED TO THME rWOE --t OF RFPOEE 12" APPROVTD RGCK FREE BAC161L.L THONDUDILY B COMPACTED IN I LIFTS (NO STONES 1 1/2"DIAMETER) --THAN UNIN MRBDD SOIL J Ir—_ D/2+6" FT. —SHR FSYSIEM ORAW VAVE SPNNpIIN SYSTEM PIPING CATE VALVE DOUBLE CHECK "BAd(FL�' PREVEHRON VALE REDUCER li OOMESTC WATER LINE cLWLREre sAB E 0. 52 0.1. WAIOM —MOE WATER / 5PK I NKLEK CONNECTION NTS 2' NOTE: MIN CURB STOPS AND/OR GATE VALVES SHALL NOT BE PLACED IN PAVEMENT, CURB OR SIDEWALK. —HYDRANT A. TO ENGIN ER AND MEET ETOWN ST �GROUND VALME BO% iB`-21"nT UNDISTURBED MWWUM NINWUM 8' BURY SOIL � 6" GATE VALVE BOL. TED HYDRANT NEE Y CGNCJNEIE THRUST BLOCK SEE TNRu. BLOC1t SCHEDULE \JTI WATER MAN ^.� / ( UNDISTURBED SQL IF COVER IS lE9.8 THAN 6' PLACE 4- THICK INBULATON BOARD. WNCM IS SUTABLE AL PIPE. W NO WSE MAU INE PIPE DOER TR - Co. IS W1'SDE DIAMETER OF PIPE) ME CONTRACTOT SHALL AT ALL TIMES KEEP THE TRENDIES ENTER FlY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFIWNG BEODWG SHALL BE THOROUGHLY CON ACTED GRAVEL OR SAND FOR D.1., OR 3/4• STONE FOR PVT: TYPICAL WATER TRENCH NTS THRUST BLOCK (B SF.) SO FT BEARING AREA BASED ON 100 PSI WORKING PRESSURE PLUS 100 PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 1000 LBS/SO FT 3500 PSI 'CONCRETE CONCRETE CONCRETE END AREA BEARING END AREA / v AGAINST BEARING J UNDISTURBED AGAINST Shc UNDISTURBED SOIL TYPICAL TEES-DEADENDS-CAPS TYPICAL HEMD3 NOTE: PLACE 4 TO POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRU5T 5LOCK END AREA NTS /M REBAR 11'ON CEINTFA EACH ME". 12- VARIED M N.SEE PLAN -1 8" 1NO( 41)00 PS CONCRETE PAD RER a A n a n ME o 12• CRUSHED GRAVEL DUMP5TER/RECYGLING PAD DETAIL NTS ALL NJ GLANDS SHALL BE 'MEGAWG' OR APPROVED EQUAL v 3/4" CRUSHED SEE WATER TRENCH STONE OCTAL FOR BEDDING 6' DIA. D.E. PIPE CRUSHED STONE DRAINAGE REQUIREMENTS AREA (MIN. iB OJFT) SHOULD ORDERED WATER CiINOTONS "ST. HYDRANT DRAIN MUST BE PLUGGED AS OROERED BY THE ENGNEER. HYDRANT DETAIL NIS NOTE: WATER LINE 5EPARATION SEWER5 SHALL DE LAID AT LEAST PO' HORIZONTALLY FROM ANY EXISTING OR PROP05ED WATER MAIN AS MEA5UJi EOGE TO EDGE. WHERE IMP0551DLE OR IMPRACTICADLE TO MAINTAIN THE 10' SEPARATION, THE WATER LINE MAY DE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTUII EARTH SHELF IN THE SEWER TRENCH PROVIDED THAT THE DOTTON OF THE WATER LINE 15 AT LEAST 16 A15OVE THE TOP OF THE SEWER LIRE, WHEREVER IMP055151.E TO MAINTAIN THE IB" VERTICAL SEPARATION, THE SEWER LINE SHALL DE CONSTRUCTED TO NORMAL WATER LINE STANDARDS AND FRIES 15 TESTED TO 50 P51 FOR IS MINUTES PRIOR TO DACKFILLOW NO LEAKAGE SHALL DE ALLOWED. NOTE: WATER LINE CRO551NC75 SEWERS CROSSING WATER MAINS SHALL DE LAID DENEATH THE WATER MAIN WITH AT LEAST 15' OF VERTICAL CLEARANCE DETWEEIJ THE OUTSIDE OF THE WATER LINE AND THE OUT f'IDE OF THE SEWER. WHEN IT IS IMPOSSIDLE TO MAINTAIN THE IB VERTICAL SEPARATION, II THE C.R0551% SHALL DE ARRANGED 50 THAT ONE FULL LENGTH OF SEWER 15 CENTERED ADOVE OR 01.i-OW THE WATER LINE WITH THE 5EWEK JOINT5 AS FAR AS POS5I5LE FROM THE WATER JOINTS- 21 THE SEWER PIPE MUST DE CONSTRUCTED TO WATER LINE STANDARDS FOR A MINIMUM DISTANT E OF 20 FEET EITHER 51CC OF THE GROSSING OR A TOTAL OF THREE PIPE LENGTH5, WHICHEVER 15 GREATER; 3) THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS MUST DE FRE55VRE TESTED TO MAINTAIN 50 P51 FOR t5 MINUTES WITH NO LEAKAGE PRIOR TO DACKFILLING DEYOND ONE FOOT ADOVE THE PIPE TO ASSURE WATER TIGHTHE55� 4) WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL DE PROVIDED FOR THE SEWER TO PREVENT DAMAGE i0 THE WATER MAIN CENTER ONE LENGTH OF PIPE OVER SEWER NEW WATERLINE 18" MIN. NEW SEWER PIPE (ONE LENGTH Ca ON WATERLINE) IB" MIN. NEW WATERLINE CENTER ONE LENGTH OF PIPE UNDER SEWER SEWER / WATER SEPARATION DETAIL FOR CR0551N&5 HALL =q i No. `E THE CONTRACTOR HALL NOTIFY "DIGSAFE" AT S4TT n 1-800-225-4977 PRIOR TO ANY EXCAVATION. : r f �DIs1aR� \ F�FFoiiii E� ��` NTS T 1 2 3 PARTIAL WEST ELEVATION NORTH ELEVATION THE GA ELEVATION STUDY 11-10-0, JANUARY 18, 2001 T E W A Y NEW GROCERY STORE — sccl A 20 main street essex junction vermont 05452 p, 802.879,5153 f 8022722764 arch i tecture planning Interiors A jp i METAL 9 OR SPLIT FADE AND SMOOTHi� - 7- PARTIAL WEST ELEVATION PARTIAL NORTH ELEVATION THE GATEWAY ELEVATION STUDY - EXISTING STRUCTURE 1-10-0, JANUARY 18, 2001 YNINOWN NEW p GLAZING IN AL�l� STQFMTl"T PP.AME9 PANTED STEEL NEW METAL �1� NEW B"THET,c sN N,- �o � ft� cmu** Av �o �TEW-� �S �lj F�ff -D F�E ft� REPLAY SPOR ER L BLocou-37--ilki Ex v SOUTH ELEVATION - EXISTING BUILDING EAST ELEVATION - NEW GROCERY STORE THE GATEWAY ELEVATION STUDY 1-10-01 JANUARY 18, 2001 FAG SLOGS ;MIT 6 / P;L IMM AND WALLS C�F" ft m1m, �LLXP 5L D.140S - 51rL I 1� � B T. PAGE ftOGK I j%. �U�b LM The Gateway I _ U.S. ROUTE 7 � SHELBURNE ROIAr, _ — :. _7 =. Owner: Acadia Realty Trust 803 Third Avenue, 9th Floor New York, NY 10022-7513 Civil Engineer: Planner & Landscape Architect: O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDREW AVENUE, SUITE 5 ESSEX XT., VT PHONE: 878-9990 FAX: 878-9989 planning & design . bu^Nng�im�, Vwmovt(AN01 SE GROUP ..w..evewm ME Architect: 800n x PARMEM ARCHiTECTO 20 m etreei eeeex jnctlon vemaat 05452 p 80287 SW i 802U22784 l Ir% N (( 4m r5 1 Location Plan n,t.s: E!i Vric: D JUL 1 9 20 City of So. Burlington 5HT. # PLAN DE5CR I PT I ON 1 LANDSCAPE PLAN 2 S 1 TE PLAN 3 LI&HTIN& PLAN 4 LANDSCAPE DETAILS 5 GROSS SECTIONS 6 EX 1 ST I N& CONDITIONS PLAN 7 DEMOLITION PLAN 6 PAVEMENT PLAN 9 STORM + SANITARY SEWER DETAILS + 5rEGIFIGATI0N6 10 ROADS + PARKIN& TYPIGAL5 AND DETAILS 11 WATER DETAILS + SPEGIFIGATIONS A4.1 ELEVATION STUDY - &1f9Y ,(e.V Supermarket A4.2 ELEVATION STUDY - EXI5TIN& STRUCTURE A4.3 ELEVATION STUDY A4.4 ELEVATION STUDY 99064—TI ri �— Z l f ANA4CAPF. BF MRMJi WL a SCRiihTd PEN'. Z 7 z h`-may ry+"yt $�,€� ;...7iTF 5.dir * [ 4 S�"#�'�,� w ,. ' •�,.. wM�sa��s� �{ {■■ �M"ir'�.:y_�.q/'1�YfM+�27 - A fi+Y� __+♦— �� Ja a _ 31��.,IR "j ■ems .,"i�C• -we %' �.�i.4�4u '("v�1ii 5 v v S a �s a ' ' BFa9:w ■;Bzw `"�p'�h, Ji,{'1'��� �1. �' �tC�'^I y ' • a n ��B:':d � "� iET.'p cltBx� tioly r yt ■■■� aaF�::aa,��- . ■ w Oil W I • 1/ --rwwww--wwr EXISTING MAPLE TREE TO REMAIN Ell AI UNGTHI o�ppzz�zz �¢ � E BERM WILL BE Q yI GTOSPECIFICAlRlET'rS IN FARRELL 2EI N D UN APPROVED BY THI W IUTH BURLINGTON./ a 2 V yt py Q� z to GATEWAY PLANT LIST - m BOTANICAL NAME COMMON NAME OTY. SIM REMARKS TREES AP Aaa a Geemaaii'Auhum Blain' Autunm Blaze Meple 26 2 1/2.3" C.I. B&B, 6' B—bI Ht (Mi.) FP Fminm pennaylvadca RatmoW Gm, Ash 17 2112-3" Cd. B&B, 6' B—bing HL (Mi .) FS Ftaxmus p=mylvevice'Summit' Grew Ash 42 2 1/2.3" Cd. B&B, 6' Btaoching Ht. (Mi.) PC Pyma cdletyma 'Chmtid—" Callety Pau 40 21/2.3" C.I. B&B, B Btmching Ht (h4mJ SHRUBS. EA E—ymus alatus'Compatud Compact Boning Bush 248 24.30" B&B. Heavy, Plmt 30" o.c, Sl Spi— japmim'Litde Piincea' Japmue Spi— 294 18-24" C.G.,Fu%Plmt24"o.c. TC Taaus cuspiI d—dotmla Spmading Yew 199 24-30" B&B, PW4 Plmt 30" o.e. EASTERN BERM PLANTINGS (IN COOPERATION WITH ODELL PARKWAY KID) KY BUTANICAIr NAME COMMON Aft OTY. SIZE REMARKS TBSES AL Ametanchiucmadenale Setviub-y S S'etum B&B AS Aar saccbanun'G— Mm' thorn Mt. S.S. Maple 12 21/2.3" C.L B&B BIN Betide mgn Hentage Hmtage River Bimb 7 9.10, Single Stem B&B PH Ftaamus amencone Empne White Aeh 14 2 1/2.3" Cal. B&B PO Pi...., Wuce Spr 26 6-B' Colected PS Pious evoM. Www Nte Pn 69 68' Collated BUS SHELTER EN PENCE Sfl,�v,5 BIKE RACK BENCH n 1 p EXTENDED CANOPY ('U\ I NFD WALK D' CONCRETE SI Ut:WALK .'" O A ' 9 %� LA�NDSC LE2OE DETAIL iiy of So. 6urlin PARKING SPA6131 �!IIIAI�I�I!�la n N/OOO�Od00t Of1000Y0;t �1 0:9:00000000:00� ..i009 OAA:O:O.� �. Ir�1i �!'iN �dlrCr. ►�i� - e IHE GATEWAY PHONE, 878-9990 FAX. 878-99M ESSEX JCT.. VT LANDSCAPE PLAN avww�u�w .w_ouww'Tiai waist. w�N� . a a a IBR`14g'tl _', dr R1�a�,—Fy: 3T:�x1 TOTAL PcARRCEL 424,554 q. k. 9.74 prepps I, NOTE PLAN NORTH OF THE GATEWAY PROPERTY KELOCA' LINE 15 A5 MDRAN PROPOSED DY AND GA NEW ENTER- VALVE M 15E5 ON A PLAN ENTITLED ELCC-TRIC. Obl'1L PARK- MANHOLES WAY DY CIVIL ENGINEERING ELEC'fR lr, ASSOCIATES. .SOxES H TRAN510RMER N/F DEN FRANKI-N E 'TRH RIM `103 -) 69_ N 5 LI IN A' I JILT CONVEYED FROM CONVEYED TO AREA AREA A FARRELL ACADIA REALTY 0.053 AC /� ,(/ I AREA D ACADIA REALTY NEW ENTERPRISES _O.196 AC J�� f.-y�YR`-`pf II AREA G NEW ENTERPRISES ACADIA REALTY D.3 AC NET 0 AC J I I I I RM �2DCIt94 i GMP OUT 20].51 17 �i R/S1ALL SILT RELOCATE HYDRANT RIOR TO DEGINNING Ex L'+ GATE VALVE OF CONSTRUCTION 81Mp I _ l61 REVISED PROPERTY 12 PVI: •'•)46ti LINE _ ; ` , RKA A FORMER PROFERT I v. v r rM I _ I IN / C11P shows 'hH -FEW - __ V.� � SIIpRN11CFl■i C/X I I M)POS EI SI I,RM AKk,ET J S UO' Sm,PG q4� I 1 •' F S3BC55 �_ , t ff I N. hY lI a •, 1 A1 a �..: ' '. i I�(h i1.11�`NuAl - r' / I � .. I • _ _ _ FARKINR#STT L. 3 - 1I I �T' T jApP-- Iny esdulbn Ipla DcVcPc malReM-f34eHE, T6a ''.J I :I NG MALL 69 SI(7f`i5 CM of SoumB rl rryN,n, Vetmm[m Kre_daYd j �� _, eubpq ro INr rvp,YemsnR4 d eRltl wIH16me oN aM __ nPdurwrr" Spre06w-gym -•� THE CONTRACTOR SHALL NOTIFY I-866-o10-6AFE PRX)R TO ANY ExcAVAaaa. U.S. ROUTE 7 SHELBURNE ROAD 5DR 35 IPVC 5b.004 L•201- ­ METER. ? NEW CURD. TYP. iL - PARK -- -- RESMIPE NEW CDW CD R GRADR� -GAOi ELS1INWNW S4.TOtl IXISTiL. `X151'4( 15' CAi TO MFALL ALONG 1-189 �R - S ARP_A /� - FENCE EXISTIN5, PARCEL INFORMATION DOIMDARY LINE STANDARD PARKING SPACES 571 HANDICAP SPACES 11 ZONING' 15 MY --- TOTAL PARKING 5PAC,E5 Y10 EXI5TING SEWER PIPE 5 - FARKING SPACES/1000 S.F. G.L.A. RATIO 4.52 XISTING STORM PI-___---___--ST----_-___--- EPE GREEN AREA (,OVERAGE 30.373 5F 7.2 X OUILDING AREA COVERAGE 130,441 SF 30.7 X EX. GA5 LINE, VALVE, METER------- PAVED OR CONCRETE COVEKAGE 263,740 5F 62,1 2 EX15TING WATER LINE N - FARCEL AREA 424,554 5F 100.0 X OVERHEAD wire FRONT YARD (AVERAGE Wit MAX.1 • 60.51 EASEMENT - GI/ARCRAIL • . .. �.• •. • .._ FKOFOSED PARCEL INFORMATION CHAIN LINKED FENCE STANDARD PARKING 5PACE5 470 HANDICAP SPACES 19 IRON PIPE FOUND OFF) j TOTAL PARKING SPACES 469 REDAR FOUND 6RDF1 PARKING 5PACES/GL.A. RATIO 494 CONCRETE MONUMENT FOUND R.MFI ■ 61MEN AREA COVERAGE 59,353 SF M0 1 5F X DUILDING AREA cETE UTILITY FOIE WITH ( WIRE � CGE 266,23 FAVED OR CONCRCTE COVERAGE 2 554 SF 62_7 11 02 PARCEL AREA 424,554 SF 1000 2 LIGHT JUL HANDICAP PARKING SPACE FRONT YARD COVERAGE FARRELL STREET 13OX MAX.1 • 75.0 X ELECTRIC TRANSFORMER ey FRONT YARD -COVERAGE SHELDIRDE ROAD 1301 MAX.1 • 36.0 1 N F N MONITOR WELL � FINISH SPOT GRADE ■ \ p�U 2{. `( _CyA, t � `i GRADE CQITOUR City ®f Wr -BMgto O FIN= FINISH GRADE CONTOUR / 0�) �W ¢$1 NOTE• WATER SERVICES FROM THE SILT PENCE W Q CITY OF DURLINGTON AND THE CITY SOI/TH DURLINGTON SHALL VNOERptA1N WITH CLEAN -OUT _ _ _ N E NOT DE I5OVTHNTISRUNINI&URLIW EITIER OR OUTSIDE THE DVILDING. E ELELTRILAL VAULT tlC30.51 W/2-{ PVC CONDUIT$-E--�--EN- ELECTRICAL VMA_T K-- W/2-{ PVC CO 111 NEW WATERLINE H GATEVALVE -W HEW A' DI CONTRACTOR SHALL NEW STORM LINE WITH CATCH 15A51N 1T INSTALL. 2-4' 5CH40 \ PVL CONDVIT5 TO NEW GA5 LINE _ `•- REPLACE OVERHEAD A roweR NEW SEWER LINE ivirvTINt- SFORMEKs BLISHED FROM THE VERTICAL DATUM ON THIS PLAN WAS ESTAAND [ LNG VERMONi NAVD 88 GMI-31 ON SHOT J}5460 SHOWN AT LEFT = i T \ ELEV =213.73' TO MATCH GRN 16' FE TO Exr IMIN 5.O.OU TO RESTRIFE PAKKIN5 STALLS, TYF. CAP ,FOR U a FAA'••t���I VMJ W T� 10-1 647) 17 FE OUf•20640' 6' PE IW20450 { FE UD IN•206.0' 4' IC U0 OUT•20A5' 6' PE OUT•20440 CI56 CD2 KIW21200 RIWX19.60' W PE IW202.92 12' FE IW20775 6' PE OUT•202.9T IT FE OUT•207.75 A' U.P OUT-X2.62' 4' PE UD N2h206.0'. CD9 (53 KIW-IM50 KIW212.00 IT Fe W207,05' U' CMr IP+ 0 .Cv 6' PE IW20500 6' PE O1T•207.05' 6' PE IW205JW 4' FE UD 11,11"0 4" Fe UO OUT•206.5 I6" FE MT•20400' 4' M MD IN21.206.0 CD4 CD10 KIW=.w RI1*21200' W PE I1+206.40' 6' PE IW206.60' W Fe OUr•206.40' IT FE OUT•206.60' 4' PE VD 1*206.0' 4' FE UP IWOUT•206.5 CM RIW21400' 5TMHI KIW210.90' 6' PE IW205.95' 15' Pe IN•203.05 6" Pe OUT-2 ,-V 6' PE OUT•20305' CD6 91 21L26 15' Fe 1W206.6' W' FE OUT-2C6.6' GRAPHIC SCALE ( IN FEEf ) I inch - 40 ft. NOTES 1, EXI5TING 51TE INFORMATION WAS ODTAINED FROM A GROUND SURVEY COWLETED DY OLEARY-15R 9 CIVIL ASSOCIATES DETWEEN 6/A/M AND 9/6/•19. 2. EXISTING UNDERGROUND UTILITY LOCATIONS Were DERIVED FROM THE M5T AVAILADLE INFORMATION INCLUDINIS PHYSICAL FULLWG OF COVERS 5UKVEY LOCATED VALVES, HYDRANTS AND OTHER PERTINENT ADOVE GROLNO UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE ♦ UTILITIES FLAN REVISED ALTERNATE' 03 DY FITZPAMICK LLEWELYN DATED MARCH Mt 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTADLISHHED ON VERMONT NAVD 66 USING MONUMENT GMI-JI LOCATED ON THE SOUTH 15LAMP IN FRONT OF DEN FRAHKLIN. 4. THE CONTRACTOR SHALL KEWNE ANY -59 OR IMPORT ANY REWIRED MATERIALS AS NEEDED 5. THE CONTRACTOR 5HALL REMOVE ALL THE EXI5TIN6 FARKING LOT LGHTS AND DA5ES. 6 THE CONRACTOR MAY. WITH THE OWNER'S PERMISSION. RECYCLE THE EXISTING ASPHALT AND/OR CONCRETE FOR REUSE IN CONSTRUCTING THE NEW PNRKNNG AREAS. 7. THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP DNS. PARKING STALL LINE5MIPING. HANDICAR PARKING STALLS. CROSSWALKS. 'FIRE LANE' AND 'NO PARKING' MARKINGS, AND PAINTED ARROWS IN THE DASE DID. II11iI!lIIW ItAGxartc tiIXTURE AND POLE SPECIFICATIONS _ Manuf tur Gand. Ma tact Or: Lumec ,y� _ -- - Configuration 2 A 17 (,EPA I.5} m C tflgurebon. I a0 PCCS (1.32) Optics. am11FI Opncs' 15O Lp: J54MLampI50 : MH Options Color. ens. BKT'X Mel HAS-25L Pole Type B'LA , IS - '� q I ( I I- ` - Poles ere maunkPole ColorBKTTC d oa rvscd f oangs Conrraoum ual --_-�.�. ,,p need to order 21' .1. and h— than out down to 23 l MWt1ut1&t Gardw M footurcrMcPnilben P stu CA - 17' (E,PA 0.7) Faun- 102 AREA A l C egaretoo I Opts I WT opaea ax Lary : iooMil —__ _— 1 /1✓1 ! ^ _ �_ _ _—_- - —_ _ _ L—p , 5OMH Color: BRP _ _ _ — _ — _ Col.. BLA A RA IS b / Options. -- —TIN _ „iJ - 001(Fi- 1, /' �. j Pole RAS. SL Base AF _ _ ou O1C C BLA o f C i i es * REA r 0 �� / = - .- I � ton ad rugs. Cantrea w * 1 C C * I I h V ? need to order 25' o�l�e-d_ h th m cut down to n, I _ c� J g •... j \ f�.k,++n ,. \ '"� / �, �..-��-�- / /" 'O .�W • Manuischoer; Gardco Fimu , CA - 17' (EPA 07 X --- V \ Nr Lamps: 150MFlonse Side ShieldI {t{y�Color. Hl,AJUL. 1a Option20 \\� \ _ Pam xAs-zsc Base Typo: AF \ C) F Polo Colo B1A "-Pot ued dfootings. Coutreclarwill "T` nit and 25�aipn dh a _��taawnm23' Lity of So. Burlington a-- \ � \ A�,I) L , MANUFACTURERS i50 CONTOUR KEY I'. SriAati (li i antAt 7� _ _ a �T� -- —== —�— — _ _ �c}e d o lagnn g FO _ l 2661 Aivatacl Sacer �l PI"C)PON1)SUP1,RAltRK1'7I ", - �'-- {ai. Ran Loandm, CA44577 7-(5u�357-3Ug8 fax G900 i �� 1owmme 35' c-.0.5oFCi obi —.-_ --_ - I I '. �' \ ✓ / __640 Cmo Bar,. o I Z } Wght Fixture Boisbotod,Quebec Canada J70 2A7 (51a}a3o-7oao ti (�4) t0 5P CES ` -io 5Y c s \ \-Phabcn i61 Alv arado Stmot San Leandro, CA 94577 yy,,,,,, gy 4 ___ _. __-_ d 510)35 1i7.1088 Fan I - - -- ---- ©--� - --_----_--- / _ DELIVERY, STORAGE AND H�ANDLNC OF POLES A. Pat.kag 1 poles fshippingd o to AS 1 M B 660 2a sp ces _ Sri sp ce 28 s cPs B. Storepol d t t he aed k d at le t 12 h n (300 mm) abov grad d p�--2h. -- _ egetntiu Support poles m prov t d'su rtio and anon a to Provide free an c' ulanm. ES cu I it �30— - -- i - - - C. Retainfactory ppl' d pot epp ng n metal pot unto just before pole installation For sP car pal. a with tun is r ,sn , handle wia, web t nno straps. T C 2 / .-- ` _ __� _ �A % I INSTALLATION - / r A Concrete Foundai Construct rd- g to Division 3 Sect C, Place Concrete" 1, Cmnply with details for f t and for anchor bolts is and weshers. Verify `� / ancho bolt templates by p ing with serval pale nave furnished s. -- -- -/. { , 2 Finish For Pert Exposed to V Towel and mb entooth. Comply with Division 3 Thu 1 — / - ` v -- / S�oaa c t flax Co t t Pried Borah, v ' - y.-:-- --� - -- -- — " B Install pot follows, U Ce- �� se w b fabkings ( t I rile) to raise and sot poles. t pole 2 Mounto Founder on vim leveling v Ws, aria tighten top nut to tnrque level -�� � �— - �- _ / �=-'r-s-=. \ � l / � . U � � _ I I -. , re�ennnanaea n5 pole manaFn<-tarrx_ s ti LosHL1 A _ A �' _� - '. / - / _ / \ A / 1 CLLAN,WG AND ADJUSTING ss * ---- / $ A Cl- an,t nine maialaea u:c me naaa and mate is a tot,onotersdod by n,annFaaa e . \--- \ D % D - n RAISED LlGrrr - -- -- --? — GRAPHIC SCALE ti_ -so -7_ 20 sP s / Yo aao s 1 -. -i _ -`� __.� - /C e a / T - _- r' �a y _. s sa ces, \ _�5 _ c_es - — - J (ix 40 > ..— .— -- _ s, 1 Ines s 40 7L LUSH LFOH n d; Planning & design \ 16�5'P - i / �11� \ A /\ I l] - aC.olla�suou D1 `\ AuiiimMon. It— rIT,SE GROUP ao ar. w — — — — — — — — — — — — — = a E3 a aR<rwn ® err THE GATEWAY KW — 1 r— — — — — — — z — O'LEEIRY—BLJRKE origts isi ROUTE 7 SOUTH BURUNGTOPi, VT CIVIL ASSOCIATES, PLC 5 AWREW AVENUE. SUITE 5 n sane _� LIGHTING PLAN ESSEk 78 9 -(, I•®a0' PFM, 71 99990 FAk: B]B-9989 L,yactiertc FIXTURE AND POLE SPECIFICATIONS Eau req M.mf.11— L as. Fixture: CA - 17" (EPA L5) Fixture: L80PCCS(132) C.arigmatorn: 2 C.64—ficut: Opt, , 4X Opfi.* S'. Lump 150MH Lamp: 150h4H Color: BLA Adapwr SF80 Options: Col.BKTX P. 'Is R,: 5 A -25L Options. - B.. Typ�. AFPole AM6U.18 Pole Color. BLA Pole Col., BKFX Pl. — .-o.d on raised looting s. Comont—,A) moles and thorn rut!L-�, need �pme- have-Y—th-- -T to 23'. CID C. FiXm. a Fortura B mao.r.mn': Card.. Mamr.t.— WPIulbas AREA A F— CA � 17" (EO PA 0 7) i—.: 102 C-figurs— I fat s: WT Clair, 4X amp, IOOMH 4" ,. Lump: 150ME Col.BRP Color BLA c;7, Pole RA5-25L �4 B— Type AF w-,-, Pole Color BLA k RiA--P les—Immewdr—isdfroli.gs. C .. som, .,If ctun Marmfum— Card- Fitum CA - 17" (EPA 0.7) Courfig—fimt: I Opaica 4X w/ House Side Shield ISO -CONTOUR KEY 1,11" 15OMH let: B,A NPLE VALUE "`O�wNwuk �7 F, Pula: RA5 -251, Buse Type: AF Pole Cut., BLA "n u.tad out —d feet.,&,. Cmaracror will U1 VTM• 021 gy""',rra read, mdm2Yp.I—dI-1her— MANUFACTURERS STA77STICAL AREA SUMMARY bad ou Lighting Grid Type: Horiumn I Illuminance 661 Al—d. Street Grid UmIg F.mand'i. Ava Max Mi. A—Mm MdMi. use Leandro, CA 94577 CShaws Mmu Ptukmg Let 1,378 3.463 0,433 3180 7991 I'll., -69 1.3111 11 L A, 40 C.-Bow. "T D-lammar: I.i.busmd, Qab. This anal aid calmIlmed to arem-derce Vath pbl.bad LES calculmi. me hods and preed.— with �amd., J7G 2A7 ffie data as entered by the us.. This taaly,Ii— based on mated IES pluumuotoo data, light less factors, as E (�5:4)4 0-7040 mulmm edtheLLF,arm, This malymisamthm��lmotel of,u�nmm real 5 4) 430-1453 sermare es the model itself Calculated values may vIoy from actual no—wrI I,, SEC up is or resp-sible to, light output de,im—, due lasup/ballast —bmsu— .,.that variables. 01K MePhilbn -CL, 1-I Ah,aradlo S-1 ulue, CA .577 i7�6900 (510) 357-3098 C. t w A J DELIVERY, S rOKkGF_AND HANDLING OF POLES as, v p A u-nu. fi P.ke slm poles for ae.rdmg to ASTM B 660, 12arh.(300m.).b—gd—d 1—ut C. Reba, Cwtmy�apphod pole wrappmg ou metal polos umil just before pole bervillamou. For pol� —b nortmetallic firishes, butudle With web fabute, Votes —4— INSTALLATION JUL 19 200# 1 1-0 A. Comum. F-adau— Construct serearfing to Divittico, 3.Seotim, "Cust-m-Place Conerste" coam,b, with details fe, mialmearamt and for sm,ho, bolls, mus, and washers Verify —ft—b.h t—pk-X by .—paring with actual pole bases furnished. t,..umcit 2. Finish for Parts Exposed to View Trowel and rub smooth Comply P .o-les —Place Coremst," for p..d Imish. 7 B. Install S Y of So. Burlington 1. Um web t¢bric stings (no[ chain or cable) to ro,x and set Poles. Mo..( pule to tiumdurn With I ... Img nuts, and figluou top muss 4, mquo I—) mean —..dd by put. mamulsX.— 3. Serum p.I.s I-ol, plumb, and square 1, —1 b--, pole be surd 1,,d,6,,. Use no-1,mli", ,,-d,,,o u firmly paekd v, �uuire —d space, It short pi— of t/2 i.oh (13 oun) diamotar tup. . m.h. . dumn h.le th—gh grum, �'-7-77KT-71 s .—get. dmin rcutdassim- from inTeruarcIfpule. 17bs -F 777TRT�L C. Lummum. Attachment. Masten to idwated supports. LUSH Lit 1 A CLEANING AND ADJUSTING 13 A.Cleanorastulbermuslimm. Use—thed—d—te b, ....-dd bu, samilact— If 0� at GRAPHIC SCALE Di 1� 0 A-� RAISED LIGHT j4 y, 7 IN rM _Htl i. I .h - 40 ft. "A A � --L- plarming & d align A LLJSH LIGH ` : �Gi% . ;�-, T p(802) 0 1-� DRAWNC 0 anauxnar THE GATEWAY MAW OTEARY-BURKE CIVIL ASSOCIATES, PLC "IE 7 SOUTH BURLINGTON, VT 5 ANDREW AVENUE, SUITE 5 ESSEX XT.. VT UGHTING PLAN _40, rrd - -9990 FMONE. 878 PAX. 878-9989 NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING, 6URROUNDING SOIL SHOULD NOT EXCEED 80. COMPACTION WERE TIES W/ HOSE LOOPS, SEE SPECS FASTEN WERE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK 2 1/2" HARDWOOD STAKES. ALIGN — STAKES PARALLEL W/ROAD/WALKS OR PARALLEL W/DIRECTION OF PREVAILING WIND. RE: DETAIL X/LX.X ALL STAKES TO DE CONSISTENT. COORSINATE W/LANOSCAPE ARCH. TEMPORARY WATERING BASIN — BREAK APART EDGE OF EXCAVATION W/SHOVEL AND BLEND PLANT MIX W/EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE •EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE ,TREE PLANTING SCALE: 1/4" = 1'-0" SPACING 0- ROW A! NUMBER OF PLANTS/80. FT. 6' O.C. 51,56° 004 4O.C. 41A2" 0.07 36" O.C. 31.10" 0.12 50" O.C. 26.00" Ol& 24" O.G. 20.7W 0,28 NOTE, QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE. �r SHRUB PLANTING V SCALE: 1/211 = 11-011 TOP OF ROOTOALL TO DE PLACED AT SAME LEVEL THAT IT WAS GROWN IN IN NURSERY •SLIGHT ROOT FLARE SHOULD Be EVIDENT 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP FROM ROOTBALL �— PLANT MIX •3 PARTS NATIVE SOIL •1 PART WELL COMPOSTED MANURE E FINISH GRADE FILTER FABRIC GRAVEL ♦^ PERFORATED PIPE WHERE APPLICASLE. PERFORATIONS LAID DOWN UNDER DRAIN. FINISH GRADE MULCH AS SPECIFIED SHRUB BALL A®ABP�LIPIeD SUBGRADE SHRUB SPACING PLANT CENTER PLANT ROW 1 5 2 ate" -( 3^ a3(Yte" SECTION B SECTION I 7 a0 ELEVATION 1. 8" x 8" POST X/ 1" CHAMFER @ TOP 2.4' X 4' HORIZONTAL RAIL(TYP OF 3) 3. 1'X 6' CAP RAIL 4. 1' X 4" TRIM(TOP & BOTTOM) 5. 1"X4" ROUGH SAWN SLATS, SHADOWBOX SINE 6. FINISH GRADE 7'-10 1/2' (TYP.) VARIES - VERIFY IN FIELD SECTION A 8' HT. SCREEN FENCING, SHADOWBOX STYLE SCALE1/2"=1'-0" Screen Fencing.dwg CAP PITS OVER POST ALL EOUAL OR AS SHOWN ON PLANTING PLAN FRAME RAIL---f FASCIA 1 ,12"x3 5/W (Rou1.d Edg..l 0/B"x5 5/8' (Rout.tl Etlg..) PICKETS- 711x7" POST 1 5/8"xi 5/81, IS w/ 7" O.C, Bold Care..' 4uar. BOTTOM RAIL BOTTOM FASCIA 11/2"xb (tt­a Top Ed . uI'd T'P Edg.l SECTION NOTE: •ALL MATERIAL TO BE 100% NORTHERN WHITE CEDAR •ALL MATERIAL PRE -STAINED, WHITE (THREE COATSI ELEVATION ORNAMENTAL WOOD FENCE SCALE: 1/211=1'-O" F A ON UNSUPPORTED EDGE �8 COURSE (WHITE( n %ram yy BOND PATTERN (RED) V NOTE: POLE RASE IS TO DE ONE CONTINUOUS POUR. THE T PORTION OF EXPOSED CONCRETE EASE ABOVE PAVEMENT SHALL DE HAND RUBBED SMOOTH. PRE•PABDED CONCRETE POLE BASES WILL NOT SE ACCEPTED. (ALL POLE BASES MUST BE POURED ON SITE] POLE THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL POLE RASE WITH 1" GROUT �DASEPLATE AND ANCHOR BOLTS IAS PER MANUFACTURERS SPECS) I" CHAMPER AT 45 WIRE ANCHOR RODS TO REINFORCING PAINT BASE WITH SAFETY YELLOW EPDXY PAINT CLAMP SUITABLE FOR— DIRECT BURIAL 06 SAKE GROUND WIRE-5/4-0 $• CONCRETE FOOTING 5600 PSI, • AIR ENTRAINED X IV-0- CLAD OR UNOINOPROD •yyy `/�\j/\\\ RIGID GALVANIZED CONDUIT SUPPLIED DYECTRICAL EL ELECTRICAL • \/��\\��'\ \�//\\�j� F \/�\\/� \ \/ ��\/� . •' 6-06 BARS WITHIN A 6,6 10/10 WWP CASE \\%/\\% . �• \�\\/ \� •`/ MAINTAIN A W MINIMUM CONCRETE COVERAGE ON ALL BARS %RAISED LIGHT POLE FOOTING _ h SCALE: 1/211=1'-01' NOTE, POLE BASE ID TO DE ONE CONTINUOUS POUR. PRE-FABDED CONCRETE POLE BASES WILL NOT DE ACCEPTED. (ALL POLB BASES MUST DE POURED ON SITE) THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLB BASES ARE '-'"' POLE POURED ABSOLUTELY VERTICAL AND LEVEL POLE BASE WITH V GROUT BASEPLATE AND ANCHOR DOLTS (AS PER MANUFACTURERS SPECS) TOP OF LIGHT POLE FOOTING 2n TO DE 2" ABOVE FINISH GRADE W/ 4W CHAMPERED EDGES �✓'�/\\��\\ • / / WIRE ANCHOR RODS TO REINFORCING CLAMP SUITABLE FOR— ---a DIRECT BURIAL CONCRETE FOOTING 3800 PSI, AB DARE GROUND WIRE— a • • \\ \ \�' AIR ENTRAINED CLAD GROUND COPROD y7, \ /\\\\/ \/�/\\��\\ RIGID GALVANIZED ELECTRICAL R /\\//�\\/, •, "'• \�j\�� CONDUIT PLIED DY ELECTRICAL CONTRACTOR ��\/� • •"+' \ \I 64b BARS WITHIN A \\j\\ ", • \�\j 6.6 10/10 WWP CAGE MAINTAIN A 3" MINIMUM CONCRETE /�\�� '• COVERAGE ON ALL BARS 24" /L'\LLUSH LIGHT POLE FOOTING LE: 1/211-11-011 JUL 1 / 20 PLAN fit II PATTERN IMPRINT INTO ABPHA V of So. Burlington n//��ton II I (TOPCOAT WITH STREETpON01 1 a 11 II I1 11 4S• TAPER ON UNSUPPORTED EDGE 5% NEOPRENE TACK COAT w¢ •� A AO - -ROAD SUBGRADE (SEE CIVIL DWGS] RPK" e, SECTION ITI—I' I—Ti—I i —IT—I t wcw MKw r='�STREETPRINT CROSSWALK PAVING ( �- SCALE: 1/4"=1'-O" STREETPRINT DWG MDK m [a)"[L Route 7 > 4' [3' 5' Parking Space XISTING ONDITIONS :ew-, Green Asp, Sprecding Yew Japanese Spirea - 24' Parkin S ace 27' Landscaping ITIONS N � { Route 7 } 4' 2,' 18' L ��'f��VIOUSLY AppROVE�J CONC 15` Parking Space nd,5caping TIONS Civil Engineer: O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANOREW AVENUE, SUITE 5 Es5Ex JCT. VT PHONE: 878-9990 FAX 878-9989 The Gateway U. S. ROUTE 7 SHELBURNE ROAD -�_ Owner: Acadia Realty Trust 803 Third Avenue, 9th Floor New York, NY 10022-7513 Plannar R 1 gnrk! r;4np Arr:hitPrt- plenumg & design BUNopm•. e�ma•1t5b1 SE GROUP Architect. 20 men weal eeeeR Wn m U6452 p 802279.5W 1.8029722764 G +•C SHT. 1k PLAN DESCRIPTION ; 1 LANDSCAPE PLAN 2 S 1 TE PLAN 3 LIGHTING PLAN 4 LANDSCAPE DETAILS S GROSS SECTIONS 6 EXISTING CONDITIONS PLAN 7 DEMOLITION PLAN 8 PAVEMENT PLAN 9 STORM + SANITARY SEWER MTAIL5 + SPEGIFIGATI0N5 10 ROADS + PARKING TYPIGAL5 ANC.o MTAIL5 11 WATER DETAIL5 + 5,rr=c1FIGATI0N5- A4.1 ELEVATION STUDY — S/nows Supermarket A4.2 ELEVATION STUDY — EXISTING STRUCTURE A4.3 ELEVATION STUDY A4.4 ELEVATION STUDY 990c>4 1 lsss W011 i" 74% 11 .11 rA 11 SCREEN FEN( LscREENIND SOUND WALL '7 --- BkCH H co 7LS—NW:IW—W L f r4 11 'A 'vo'l ISHEBUS LTE 11 v �T' \ BIKE, 4 1 V11)'4 AVt` JIFIALL RACK BENCH XTENDED[ I ANOPY t b- T ------- --- — t Mill a—, ,M a. C ttr 01 . . . . . .................. i ALON(3 THE 1 N2 6 .PE BERM WILLBE Kw N6 To SPECIFICATIONS I IAIlD"'i 'IONA"PROVEDBYTHE �OUCH JKLINGTON, CL ! /� 1 j I la, Q GATEWAY PLANT LIST KEY BOTANIC44-NAME MMMIONNAME W-Y SIZE REMkw AF Accrxfiecuamii'AuummBt=' Autumn Blue Maple 26 2 02-3"C.L B&B, 6Braachmg Ht. (Min.) FP F—in. ponmylvtoactPat—c' Ga— Ash 17 21/2-3"Cal. B&B, 6- Branching III. (Mfil) FS Fran— poneyl—ica'Sommif G— AA 42 21/2,3"CO. B&B, 6'Bramhing Ht. (Min.) PC Pyruscalloryama-Chanceleer" C.11cry P— 40 2 1i2-3" Cal. B&B, 6- Beameti.9 Ht, (Min.) EA Ewnymus alat's'Cocapaw. Compact Burning Bush 248 24-30" B&B, Heavy, Plant 30".... SI Spa ea japonica Tilde Princess' Japanese Spina 294 19-24" C.G., Full, Plant 24" o.c. TIC T— cuspidate d—f— ST-0mg Y— 189 24-30" B&B, Fall, Plant 30' oe. EASTERN BERM PLANTINGS (IN COOPERATION WITH ODELL PARKWAY PUD) KEY BOTANICALNAMECOMMON NAMEQTY.. SIZE REMARKS TREE AL Avol—bier canadensis Sovied—y 5 5' clamp B&B AS Acer —b—G— MtV Gtxen Mt. Sugar Maple 12 21/2-5"Cal. B&B am Betwanig-'Heritaw HcrilgeRiver Birch 7 8-IO'Single Shan B&B PE White Ash 14 21/2,3"Cal. B&B PG ple. glauca White Spence 28 6-11' Collected PS Phucttcobu. White pine 69 64 Collected BIKE RACK ------- BENCH EXTENDED C.." (OVEREDWAILK n ---- h, R-1 CONCRETE SIDEWALK C -�LAN ID SCAPE--D ETA, I L SCALE: 1'1=20' PARKING SPACES W.WD—ERKF 5 ANDSCAPE DETAIL SCALE: 1'1=10' GRAPHIC SCALE z Planning & design W nXT I I h - 40 IL S a, C3a a na.H M 07"/01 THE GATEWAY a# KW 00215 OTEARY—BURKE CIVIL ASSOCIATES, PLC MDK 5 ANI)REW AWNUE, WHE 5 LANDSCAPE PLAN ESSEX JCT.l vr 1"-4V Ptl?NE _L78-2!80 NOTE: EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING, OR SURVEYORS TAPE TO PREVENT FUTURE GIRDLING. SURROUNDING SOIL SHOULD NOT EXCEED SOX COMPACTION WIRE TIES W/ HOSE LOOPS, Ste SPEC$ FASTEN WIRE BELOW POINT OF MAJOR BRANCHING OR TO MAJOR OUTSIDE TRUNK 2 1/2" HARDWOOD STAKtS. ALIGN — STAKeS PARALLEL W/ROAD/WALKS OR PARALLEL W/DIReCT10N OF PREVAILING WIND. Re: DETAIL X/LX.X ALL STAKES TO be CONSISTENT, COORSINATE W/LANDSCAPE ARCH, TEMPORARY WATERING BASIN BREAK APART EDGE OF eXCAVATION- W/SHOVEL AND BLEND PLANT MIX W/EXISTING SOIL TO PROVIDE TRANSITION TO UNDISTURBED GRADE UNDISTURBED GRADE -EXCAVATE ONLY TO SPECIFIED PLANTING DEPTH TO ENSURE STABLE BASE r TREE PLANTING SCALE: 1/4" = 1'-O" NUMBER OF SPACING -ID" ROW "A" PLANTS/SO. IT 5' O.C. 61./6" 0.04 4O.L. 41.62" 007 561, O.C. 51,20" 0.12 30" O.C. 26.00" 0.19 24" O.C. 20.76" 0.26 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE. (-�SHRU6 PLANTING SCALE: 1/211 = 1'-011 TOP OF ROOTBALL TO Be PLACED AT SAME LEVEL THAT IT WAS GROWN IN IN NURSERY -SLIGHT ROOT FLARE SHOULD BE eWOENT 2" WELL COMPOSTED BARK MULCH CUT AND REMOVE BURLAP PROM ROOTBALL PLANT MIX •3 PARTS NATIVC SOIL •1 PART WELL COMPOSTED MANURE E FINISH GRADE FILTER FABRIC — GRAVEL 4" PtRFORATED PIPE WHERE APPLICADLE. PERFORATIONS LAID DOWN UNDER DRAIN. SHRUp SPACING PLANT CENTER PLANT ROW 1 5 2 &4" :� 3' SECTION_B I ELEVATION 1. 6" x B" POST X/ 1" CHAMFER @ TOP 2.4" X 4" HORIZONTAL RAIL(TYP OF 3) 3. 1" X 6" CAP RAIL 4. 1"X 4" TRIM(TOP & BOTTOM) 5. 1" X 4" ROUGH SAWN SLATS, SHADOWBOX STYLE 6. FINISH GRADE T-101/2" (TYP.) VARIES - VERIFY IN FIELD L 1 1 I I SECTION A 8' HT, SCREEN FENCING, SHADOWBOX STYLE C SCALE IIT=1'-0" Sc-een F. day LAP FITS OVER POST FRAME RAIL- FASCIA ALL EOUAL OR AS SHOWN ON 1 1/2"x3 5/6" 5/8"R5 S/S" IROLLt4tl Etlg44) (Rout.d Edge.) PLANTING PLAN PICKETS---- 7""7" POST 1Ipulld UP Post w/ 7" O,C $olio CP•4, Squar4 DOTTOM RAIL BOTTOM PASCIA , 1/2"K6 5/8" 5/B""6 5l6" IRou14d Top Etl R ut4d Top edg4) SECTION NOTE: •ALL MATERIAL TO BE 100X NORTHERN WHITE CEDAR •ALL MATERIAL PRe-STAINED, WHITE ITHRLe COATSI B'-0" O.C. ELEVATION FINISH GRADE �n�ORNAMENTAL WOOD FENCE MULCH AS 1.% SCALE: 1/211-l'-011 SPECIFIED SHRUB &ALL PLANTING MIX AS SPECIFIED SUBGRADE NOTE: POLE BASE IS TO BE ONE CONTINUOUS POUR. THE 2' PORTION OF EXPOSED CONCRETE BASE ABOVE PAVEMENT $HALL BE HAND RUBBED SMOOTH. PRe-PABBED CONCRETE POLE BASES WILL NOT BE ACCEPTED. ;ALL POLE BASES MUST BE POURED ON SITE) THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BASES ARE POURED ABSOLUTELY VERTICAL AND LEVEL CLAMP SUITABLE FOR — DIRECT BURIAL 06 BARE GROUND WIRe— 3/4"4 X 10'-0" COPPER — CLAD GROUNDING ROD I RAISED LIGHT PO SCALE: 1/211=1'-011 NOTE: POLB BASe IS TO BE ONE CONTINUOUS POUR, PRE-PAS5E1) CONCRETE POLe DASES WILL NOT DE ACCePTe D. TALL POLE BASES MUST BE POURED ON SITE) THE CONTRACTOR WILL TAKE SPECIAL CARE TO ENSURE CONCRETE POLE BA9eS ARE POURED ABSOLUTELY VERTICAL AND LEVEL CLAMP SUITABLE DIRECT BURIAL 4S BARE GROUND 3/4"4 X 10'-0" COI CLAD GROUNDING POLE POLE BASE WITH 1" GROUT 5ASEPLATE AND ANCHOR BOLTS (AS PER MANUPACTURERS SPECS) 1" CHAMFER AT 45 —WIRE ANCHOR RODS TO REINFORCING PAINT BASE WITH SAFETY YELLOW EPDXY PAINT � -qo CONCRETE FOOTING 21500 PSI, AIR ENTRAINED 4i00TI RIGID GALVANIZED ELECTRICAL CONDUIT SUPPLIED BY ELECTRICAL CONTRACTOR 6-06 BARS WITHIN A 6,6 10/10 WWF CAGE MAINTAIN A 3" MINIMUM CONCRETE COVERAGE ONN,, ALL BARS x .la LA POLE POLE BASE WITH 1" GROUT DASEPLATE AND ANCHOR BOLTS (AS PER MANUFACTURERS SPECS) TOP OF LIGHT POLE FOOTING TO Be 2" ABOVE FINISH GRADE W/ 45'CHAMFeRED EDGES WIRE ANCHOR RODS TO REINFORCING 3600 PSI, • II' " � GALVANIZED ELECTRICAL SUPPLIED DYELECTRICAL CONTRACTOR —6-49 BARS WITHIN 6x6 10/10 WWP CAGE MAINTAIN A 3" MINIMUM CONCRETE /.� COVERAGE ON ALL GARS ,)FLUSH LIGHT POLE FOOTING SCALE: 1/211=1'-O" _ :I I ' YAcxs9tc FIXTURE AND POLE SPECIFICATIONS PunYeD f f f f Mm fmturor God. Manufacturer: I,— 1 0\ F CA-17"(EPA 1.5) Fixtu LSO PCCS(1.32) II turc - �: ,' : -. i; • Configura 2 I Configumnun. 1 A.. Optics. 15 OPncu. 150 G ISOMN Lamp. SF90 I I I: C 1 r BLA ( Ad�tor. SF80 Options: - Coolloor BKTX i 1 I T Pole: RA5-25L na: - Pole Poles Are BLA P. Color. BKTX Type! AF Poly AM6U-18 P I arc —noted nixed footing: Cootmclar will need m ord r 25 poles and heve Item cut down to 23. Man.f.nver Gardco Mimu6ct— McPbilban - we. - 1 A '�..,, ._ '1 Fir CA 7" (EPA 0.7) Piabue. Inca ' A A ,��"� - ConBg uun 1 Optice K7 tHL1ALD?$Ir C ... 1 ARJ- _. .. Opncs� 4X Lamy: IOOMH I r ( � � � - --- -- Larnp: 150MB I Color: BRP I _ _ — - - — — Color: RLA .. - A RAISED LiGAl'-- - -- - — — - — - —�--y tl/F Options. 1 r /l ¢@ N Pole: RA5-25L \ / _ __, -� __. \ i _ _ ♦ "" I I '� Bane Type: AF 4 v Pole Color BLA r by * I * REA B\ : " I i)"51^ P I arc mounded on retied toounga. Coatrmtor wit q n d to order 2s polee end nave them cv4 dow m 23'. - �_Manufacturer: Garden Er ' �' Fumre: CA-17" EPA 0.7) it i —� , c / \ } „w% � V NQ Cmfiguosti— 1 ( G) I Lem ISOMH Dose Side Shield / tl Color BLA rE E E \ o Gpunna: - E ;. ( C* Pole: IAS-25L p �W Type. AF \ I Pole Color RLA U) .^ m 1pe Poles arc nu red on mLwd footings. zs I mahave C ntr for wil E, W I / l� — / \♦ ; f e I neeamnmathtd�wnwxr." — E RAISED LI MANUFACTURERS ISO CONTOUR KEY 00 Gaaeo wW�g -- Saa Leandro, CA 94577 I? tit1AW 5 i(,PLKMARKL"1 llf ZI> W ` ( - , Is 0)357.6900 _ 17,50 S.F. �` D (510)J57-JOSgfaa CI I i .. 1 �- 4-1iL—.00 Foc9undle ua- a 640 QBoise t i ( t(--_.-- — Lift Fixlwe Boisbriand, Quebec _-®_- L I -� Scasad..I7G zn7 I I / l ( ) 3a7obo k L� (514) 3Sca- i McPhilbort L San Leaned. CA 94577 lift I--- LL_l� g 7_-- (s10)357301111 A \_ t( — 4 / A \,\` \ A / �' \ -, DELIVERY STORAGE, AND HANDLING OF POLES ----ii .-- IT A \ / A. Package almn)aum poles for snipping according In ASTM B 660. I \ _ B. Store poke m ,teeny rcatnbr)t treated :lode at least 12 tcen,, (300 iron) above gtalc grid \ _ ______ s^"'_,,,___" 9w _ _- vegeunoo Suppon poles to p—t dumrtiun and anange m provide Free err ctmdetinu. l� ` 1 //r=-- i...:, _ / ..-.- C. Retain fimlmy-apPlle4 pole wmppmg on metal poles mtil lust broom pole installation. For poles with nonmetallic finish,,, handle with web fobric raps INSTALLATION L: 1 B A. Cmrerete Foundabo— Construct according to Division 3 Section 'C st in -Place Concrete" • [� \ IL 7 - A-yr \ __ - _ / __r._ .. _-_ �, ti I \ \. -_. ' 1 L Comply will) dcud r inforcanrm and for anchor bolts, time aM weehm Verify m,h—bolt tempt by —paring with maul pule bases ft—.b d 2. Finish for Path Exposed Vim: Trowel and lab smooth. CDivisionply with Division 3 � Q' in Section "Cast Con erole for exposed flats: T ,'� \ B. Install poles as follow J 1. Use web fabric sl nga (nut hen or cable) to anise and eat poles. C () � -- 2. Mount pule to 1'n den -th leveling nuts, apd nghren lop dub In torque level 3-see one ess Ic, 1, liamb ,�a w,,e / .-. ---.,< __ _-___ _ __. _._._ __ - = 51 ';_,J 4. Grout v d hetweeu pole base and f—dauon. Use nod -shrinking pandmg—creu a t al _ i �.- __-F V. .-_._.-_� /�- t Rrndy puked in entire voidspace on ex 5. Use -lust pi— of 1/2 inch (13 lam) di —I., pipe m make a drain hole through gmuL Arrange to m condensation from interior or pole. AA — / C. Lmmmnne Attuhmenl Fasten to )ow d)ted structural . orls upp. .• - � _ A t� A CLANG AND ADJUSTING � - _ _ A. Clem oats After irutaltanm. Ua<raaho,b and rrutenala rocomv¢MM by )vamfxcnacr. v D D - — �� / GRAPHIC SCALE IN FEET --. _� a .. 1 _`� 1 i r dB en . 40 . -/ I a � A* / I I..", o * DknnS dent n A _ FLUSH A / A B \ \ % R R � \ / � >�� �)mom, D SEGROU - ---- - a `' I ( -.- �✓, \ ,�J�, � r '-' ..-. ,- __ \ a,unKr o�r� . �,..n� o far --—=�_—_---- = _---------_—_—_ _ a�� WW O LEARY—BURKE CIVIL ASSOCIATES, PLC �� �- ---_`� •� G---0Kco ---5 ANDREW AVENUE, SUITE 5.- _ ESSEX XT.- VT 1"-40' PNONE. 878-9990 FAX: 878-909 THE GATEWAY LIGHTING PLAN F 3" Orromertal c- c/) "Now planning & design Ph- 0—,—,, THE GATEWAY 07/13/0, 1 00215 7�--- RAW O'LEARY-BURK CIVIL ASSOCIATES, PLC DPP MOK CROSS SECTIONS 5 AMOREW AVENUE, SUITE 5 ESSEX XT., VT­ 1/4-=4'—O" HCOJE.878 9990 FAX 878-9989 II =T0TALPAR.CFL 9,74 .... ......... N/F V, "HeEK5 /I V, -Her 77-7/ 6 OUT STppyy bb rw IN c1w OUT '02. "T J -T ex :,e 06X GK115 AREA 206 -A �— PAVED AREA IN EX 5w M 213D4 RI CI IN -20 -L53 0., OUT -;?08.67' \L FARRELL TY I(,AL 04)1( DUMr5Te` TYPICAL I STREET OVERHANG T.J MAXX L L I SPA! UNUSED PAVED R6, RIE, DUW5TER -TRANSFORMER AND PAD, TYP, T MAIL 6' Cl2'13V` -7.73C'A5 MMETER 1, 1- --- , 1 ;o EX 5MH -207.37 1 ELECTRII� 1F�s'r111I--TC-x MANHOLES Don$ 5 TKAN5F0KV9K EX. 5MH RIM 4M R mc�2131 r 4. 41 INI� �,4" PVC IN -210.6&.7 o 6 c1t IN 3u, PVG OUT -209.� b" CI OUT GATE VALVES &ATIS VALVES NOT ACCOUNTED E 5MH' NOT ACCOUNTED FOR ON FITZPATKI(,K RI 13.63 FOR ON FITZPATKJCK GLEAN -OUT, TYP� I-I-EWELLYN PLAN .69' LLEWELLYN PLAN Pvc'N� EX, 5W OUT IN It ""25" 0 S"i, IV SI 'o GRAND -7 S j 11 SP C 5 1 w T STOPaw HANDICAP :z 51,SN5 "T- r -�T 7; ------ - — ----- U. S. ROUTE 7 SHELBURNE ROAD PROJECT ? SITE SOUTH P- MAPU oVEQ ' A� SMFJ 13URUNGTO N sl9 T UMM-ox LANE DIAMPLMN LOCATION PLAN NTS EX15TIN6 PAKC,91- INFORMATION STANDARD PARKING SPACES 571 HM0$C,Ar 5PAC,55 11 TOTAL PARKIN& 5PACff5 510 PARKING 51RACE51*00 5F (.LA, RATIO 4.5.2 GREEN AREA GOVERA61E 30,373 5r 72 X bUILD[N& AREA COVERAGE 130A41 5F 307 Z PAVED OF, CONCRETE COVERAGE 263,740 5F 02.1 x PARCEL AREA 414,554 5F FRONT YARD COVERAGE (30% MAX.) - 605% 1�pli Z A LEGEND DOUNDARY LINE Sewer, PIPE —s— STORM PIPE (SAS LINE, VALVE METER WATER LINE, VALVE, HYDRANT w OVERHEAD W11E I �tCAr GUARDRAIL CHAIN LINKED PENCE RON PIPE FOUND RfC5AK FOUND G04C.KETE MONUMENT FOUND UTILITY POLE WITHGUY WIRE LI&HT HANDICAP PARKING SPADE L= ELECTRIC TRANSFORMERa 0-4 MONITOR WELL A UNDERGROUND ELECTRIC, LINE NOTES 1. EXISTING SITE INFORMATION WAS 015TAIWD FROM A GROUND SURVEY COMPLETED By cc 1 5XISTINe, UNDERGROUND UTILITY L�ATIOI,15 WERE DERIVED FROM THE MST AVAILABLEINPOKMAY'ON I W �LVC)INO PHYSICAL PULLING OF COVFK5, SURVEY LOCATED VALVES. HYDRANTS AND OTHER PIZIMIN5 A15OVE &ROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER 51TE 9 UTILITIES PLAN REVISED, "ALTERNATE 63 5Y FITZPATRILK LLEWELYN DATED MARCH ftl, 0-4 3, THE VERTICAL DATUM ON THIS PLAN WAS 55TADI-15W-0 ON VERMONT NAVD ab VSM& MONUMENT CMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FRANKLIN, GRAPHIC SCALE IN FEET I inch - 40 ft. 4/25/0 Rfw>SONS AS 1. t1tt of SMM 4YRLINciCN —Y, — —y 11, QBCAREecRD oRAwNCP� 10 21 99 THE GATEWAY Z OBCA 99064 - SRAMO'LEARY-BURKEXL "o ROUTE 7 SOUTH 15URLINC�TQN, VT ';77'. CIVIL ASSOCIATES, PLC T# pio =A 5 ANOREW AVENUE, SUITE 5 ESSEX JET, VT EXISTING CONDITIONS PLAN PHONE.8878- 9990 6 FAX, 78-9989 i TOTAL PARCEL 424,554 p.IL 9.74 aISM a, J CELLAR HOLE GREASE TRAP i KEL«iA&ATEE VALVE VE II NEW SMH4] NEW 5MHY3 x! _ II r I Q f ti WATER LINE TO DE REMOVE? III PARRB'LL� STREET yr I, i NEW 5MH41� cowcke rE CK5 TO Be REMOVED [EI 'L•P MANnv:;. I N/F DEN FRANKLIN NOTE- CONTRACTOR SHALL FLU S AND GAP REMAINING ENDS OF ALL SEWER LINES THAT ARE REMOVED I, RFC.1" TO ISE EX CC -TO DE REMED OV YFJ DIE M771=11-q mocigm Q,�TRIGAL GDiOMIT DE RBIOVED Iry TU DE R�EFAOV & SMi TO PH REMOVES?• NEW HOPPlh �._ DE REMOVED ni'P `WATER LINE TOkEMOVED __- - ELECTRICAL FOR GON TRLW TION OF NEW TO DE F 5EWeK LINE 13 Cl Cl n ❑ -El SMH TO DE RPJAOVED ( x EYLI; ITNG BUILDING TO B8'DEA40LISHED 1- P XX �6A5 LINE TO / DE ROAO ED FOR (IONSTR - OF NEW 5EWER LINE - �f REMOVED ORM PIPE \ STTo m _�}y FOR NEW OUT. �TYP. SEWER Lit WATER LINE 1 O I \ BE REMOVED, ET EWAL i T DEO REMOVED ALK I f T—17- ICONICREAID­ll` OONI RCTEfEx SEWER\PIPE TO.. DE TO BE TO BE RGIOVCD REMOVED, U66m, 4 CAT® BELOVED . Hl! ._ .. RElAWE HYDRANT GATE VALVE d I I -CONDUIT ISE REMOVED rrYrl I r I l I 'AVFC" GLRD --_ . I � TCONGRETE I I 1 71S U.S. ROM 7 SH1 NOTE- CONTRACTOR SHALL REMOVE ALL THE EXISFINi PNMIN5 LOT LI&HT5 AND DA5E5. K CD TO DE R04OV® I TM}11_k15TINC ,,VP TOISE LO TO BE RgAOVm TO NOTE UTILITY POLES SHALL DE ABANDONED AFTER FT. Rr TRK.AL POWCR 5WI7C,HOVOL (-RA55 AKF:A RELOCATE EXISTING WATERLINE AND I(N REMOVE DLO UTILITY PIXP TO DE RGM012D c157 C ONLItETEDE REMOVED U1RD___. PTO —� I PAV ®RtJAAREA TOMED n✓� ' BE SEE SHEET 6 I CW f vO " IS EUILDEVG REMAIN b s °� J �TJ 2 F� E v DEMO � I 1. .,� D NTFR:�, — — _ W TO :7 REMAIANT TO _ CONCRETE CURD I, __ ICALI j. i __ TO�DE�RWO\2D I J • i TrYPICAu �I CBII i 2gpp CB RIM TO, MATCHp GRADE � RNa ,R(%A,p _ y GArCEH6AS N W IMIN Sq 0, ExiSTIF16 ;MA 1-1 TO LEGEND BOUNDARY LINE EX15TING SEWER PIPE SlMIOR PRIE TO DE RBIDVEO 5 EXISTING STORM PIPE------ST----- STORM rwu TO BE RlJIOVED RT EX, GAS LINE. VALVE. METER 4AS LOW TO EE ROfOVED O EXISTING WATER LIRE _ _. _..... -.. -'l: --.--.____-..__.___._ WATER LINE TO DE KEMOVEDIRELOCATED W OVERHEAD WIRE EASEMENT GUARDRAIL CHAIN LINKED FENCE IRON PIPE FOUND OFFI O REDAR FOUND IRDFI 0 CONCRETE MONUMENT FOUND ICMFI UTILITY POLE WITH GUY WIRE LIGHT MONITOR WELL a ELECTRIC TKAN5FOKMER C+: EXI5TING HYDRANT 97 NEW OR RELOCATED HYDRANT Y LIGHTS TO DE REMOVED NEW STORM LINE NEW SEWER LINE THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM VERMONT NAVO B6 .MI-31 ON SHOT #5460 SHOWN AT LEFT ELEV s213.73' — F3133+ " GRAPH o fo vvSCAALE IN FEET 1 Inch a 40 ft. NOTE5 1. EXISTING 51TE INFORMATION WAS OBTAINED FROM A GRORIND SURVEY COMPLETED DY 01-EARY-15UKKE CIVIL ASSOCIATES DETWeEN 6/A/99 AND 9/5/99. 2 EXISTING UNDERG OLINP UTILITY LOCATIONS WERE DERIVED FROM THE &EST AVAILADLe INFORMATION INCLUDING PHYSICAL PULLING OF LOVERS. SURVEY LOCATED VALVES. HYDRANTS AND OTFER PERTINENT ADOVE GROIV UTIOTIE5 AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE ♦ UTILITIES PLAN REVISED: 'ALTERNATE 43 DY FITZPATRICK LLEWELYN DATED MARCH MI. 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED ON VERMONT NAVD 66 USING MONUWNT GMI-31 LOCATED ON THE 50VTH ISLAND IN FRONT OF DEN FRANKLIN 4. THE CONTRACTOR SHALL REMOVE ANY EXCESS OR [PORT ANY REWIRED MATERIALS AS NEEDED. 5. THE CONTRACTOR SHALL REMOVE ALL THE eXI5TING PARKING LOT LIGHTS AND DASe$. 6. THE CONTRACTOR MAY, WITH THE OWNERS PERMISSION, RECYCLE THE EXISTING ASPHALT AND/OR CONCRETE FOR REUSE IN CONSTRUCTING THE NEW PARKING AREAS. THE CONTRACTOR SHALL NOTIFY "DO-- AT I-888-DIG-SAFE PRIOR TO ANY EXCAVAPON. +ns/w 1 �+/zb/� Ncss�m+s .s c �l of sww e��aRx "Ex'VO' remmlls .s .c.wns wawcxn .a °Y "� BCA o 0 uYaww nuAwnc Prnw.Waer • �N o �TTa�6AXPT THE GATEWAY °Prz 10 21 99 99064 INL OTLEARY-BURKE R CIVIL ASSOCIATES, PLC SOUTH BURLtNC>TON VT ROUTE 7 SOU 9A7--iEM aIN vEfr A DEMOLMON PLAN 7 5 ANOESS AVENUE, 5(IIIE 5 ESSEX V7 AO 1"®40' PHONE 78 9890 76- FAX 878-9989 BASE BID REQUIREMENTS: L AREA I REQUIRES A DA5E GOAT OF 2 1/2" OF TYPE I AND A I I/2" TOP GOAT OF TYPE III DITUMINOU5 PAVEMENT, 2 AREA 2 REQUIRES A PAVING GEOTEXTILE AND 1 1/4" OVERLAY OF TYPE III DITUMINOUS PAVEMENT, 3. AREAS 3 + 4 WILL REQUIRE A PAVING GEOTEXTILE AND A 1 1/4' OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 4. AREA 5 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III BITUMINOUS PAVEMENT. 5. AREA 6 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 6. AREA 7 REQUIRES A 1 1/2" DA5E OF TYPE If AND A 1 1/4" TOP OF TYPE III DITLIMINOUS PAVEMENT. 7, AREA 6 REQUIRES A 2 1/T DA5E OF TYPE II AND A 1 1/2" TOP OF TYPE III DITUMINOU5 PAVEMENT, 8. AREA 9 REQUIRES THE EXISTING ASPHALT TO DE REMOVED IN ITS ENTIRETY. 9. ALL PAVEMENT MARKINGS SHOWN ON THE 51TE PLAN SHALL DE INCLUDED IN THE DA5E DID. PAVIN6 CeOTEXTILE NOTE, THE CONTRACTOR SHALL PROVIDE AND INSTALL FADRIG (AMOGO PETROMAT 4599 OR EQUAL) FOR INSTALLATION UNDER ASPHALT OVERLAY ON AREAS 2-6. THE FADRIG SHALL DE INSTALLED OVER AN UNCUT ASPHALT CEMENT TACKCOAT. THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS RECOMMENDATIONS. ALTERNATE BID: THE SITE GONTKAGTOR SHALL PROVIDE AN ALTERNATE DID FOR AREAS 3 AND 4, THE ALTERNATE DID SHALL INCLUDE RECYCLING THE EXISTING ASPHALT IN PLAGE AND REGRADING AREAS 3 AND 4 TO PROVIDE FOR A 3" SIDEWALK REVEAL AFTER THE PLACEMENT OF A 2 1/2" DA5E OF TYPE I 5ITUMINOU5 PAVEMENT AND A 1 1/2" TOP COUR5E OF TYPE III DITUMINOUS PAVEMENT IN AREA 4 AND A 1 1/2" DASE OF TYPE 11 DITUMINOL/5 PAVEMENT AND A 11/4" TOP COURSE OF DITUMINOU5 PAVEMENT IN AREA 3. AREA 9 P II a 'THE GATEWAY - t � '' 'L1LiJ'"iluli IIIIfIIillljj,J-�'� PAVEMENT REMOVAL PLAN 111-- 1001 III GAR - AGGE5515LE PARK INCH NTS RESERVED PARKING Se � (."�, V TO FLANGED CHANNEL GROUND STEEL POST Vi. SHT. E-121 HANDIGAP SIGN NTS 18, gl� N VAN ACCESSIBLE B' TO FANGED CHANNEL GROUND STEEL POST VT. SHT, E-121 VAN AGGE5515LE 516N NTS NOTE51 STANDARD PAINT SHALL DE USED FOR ALL LINESTRIPING AND HANDICAP ACCESS hISLES: THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP DAPS, PARKING STALL LINIE5TRIPING, HANDICAP PARKING STALLS, CRO55WALKS, "FIRE LANE" AND "NO PARKING' MARKINGS, AND PAINTED ARROWS IN THE RASE DID. VAN - AGGE5515LE PARK I NCB NTS DURABLE ARROW V.. "NOTE' ARROW SHALL DE 51ZED TO MEET STATE SPECIFICATIONS FAINTED ARROW NTS I I M ST TURN) J FLANGED CHANNEL E STEEL POST TO GROUND VT, SHT. E-121 TKUGK5 MUf15T TURN LEFT 516N NTS ESTOP11 RANGED CHANNEL 8' STEEL POST TO GROUND VT, SHT. E-t21 STOP 516N NTS VT.SHT.E•143 DURABLE LETTERS /,ND STOP BA BAR ��q— NOTE • STOP LETTERS SHALL MEET STATE 5PECIFfCATION5 tlrI 12" WHITE STOP+ BAR MINIMUM 4' BACK FROM CROSSWALK STOP 516N, OAR, + LETTERING. NTS FIRE LANE "-LETTER5 5HAL1- DE 2 FEET HIGH WITH A WIDTH OF 4' NOTE, PAINT 5HALL DE DURABLE PAVEMENT MARKINGS NTS • NEW ARROW. TY US. ROUTE % "KI'LBURNE ROAD PAVING PLA 4 7 � °Rn NOTES W I. EXISTING 517E INFORMATION WAS ODTAINED FROM A ( S SURVEY GOWLETEO b', / O'LEARY-DUKKE CIVIL ASSOCIATES BETWEEN 8/17/99 AND /99, 2. EXISTING UNDERGROUND UTILITY LOCATIONS WERE DF�MI�D FROM T EST AA�-ABLE INFORMATION INCLUDIN6 PHYSICAL PULLING OF COVERS, YWM/IM LOCATE VES I-YOKAN19 AND OTHER PERTINENT ABOVE GROUND UTILITIES AND A PLAN ill' TLED FAG CUTLET CENTER SITE i UTILITIES PLAN KEVI5ED' ALTERNATE" M3 BY FITZPATRII/yI��LEWELYN DA ED MPK(H 1919 3, THE VERTICAL DATUM ON TH15 PLAN WAS E5TADLISHVION VERMONT NAVD NB USING WNUMENT 010I-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF elg0-*ANKLIN. ,I 4. THE CONTRACTOR SHALL REMOVE ANY EXCESS OR IMPISANY REQUIRED MATI-11aio,.4$' NEEDED. 5. THE CONTRACTOR SHALL REMOVE ALL THE EXI5TIN6 PARKING LOT LIGHTS AND DASE5, 0. THE CONTRACTOR MAY WITH THE OWNER'S PERMISSION, RECYCLE THE EXISTING ASPHALT AND/OR GONGKETE FOR REUSE IN CONSTRUCTING THE NEW PARKING AREAS 7. THE PAVEMENT CONTRACTOR 5HALL INCLUDE ALL STOP DAR5, PARKIN, STALL LINESTRIPING. HANDICAP PARKIN, STALLS, CROSSWALKS. "FIRE LANE" AND "NO PARKING" MAKKING5. AND PAINTED ARROWS IN THE DASE DID. THE CONTRACTOR 5HALL NOTIFY 'DIG5AFE" AT 1-888-DIG-SAFE PRIOR TO 0.NY EXCAVATION. PWRED IN PLACE 3500 PSI CONCRETE OR A PRECAST CONCRETE RING BETWEEN TIE C.B. TOP ANO BOTTGI a CAST IRON FRAME MAXIMUM HEIGHT SIpL1 BE 8 WCHFS. (BACK SHALL NOT BE U5Y0). FRAME &.GRATE IEBARON UK 121 (Gi EGE.1i OR LK120A IF SLOP EXCEEDS 3i _ RK GROUT OR NEW CURB SNAIL REST ON TOP BIT. CWC. , BASW COVER -ADJUST HEIGHT I OF CURB AS REWIRED FINISH GRAD 6. GROUT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH THE CATCH BASH TON WITH NO OVERHANG. • -•. p',�'AM ---- T:fT«' ALL STRUCTURES SHAD. BE DESWED BY A -- 24. • ENGINEER TO WMSTAND AN H2O LOADING ( H2O LOADING REQUIREMENT SEE • MECHANIC ABLE PLUG SI�IAU. WATERTIGHT ALL BACKflLL� THOROUG LY ONIPACTED ;; �fl�E%PIPE PIPE CAW51cA IN 8 LBTS� `\-'-f •. PIPE TYPICAL ON ALL OUTLET PIPES 1000 P.SI. CONCRETE 38' 4' 6• 'I 12' 6. STREBEO SOIL LEDGE PATAENT UN �- EXTEND BFMxw TO J 'BUSHED STONE BEOGNE..(.". LIMITS OF EXCAVATION PREGA5T CATCH 6A51N NTS CATCH BASINS SHALL BE SIZED SUCH THAT 1. AT ANY ELEVATION, A MINIMUM OF BOX OF THE CIRCUMFERENCE SHALL BE CONCRETE. 2. THE MINIMUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE, BETWEEN TWO OPENINGS SHALL BE 6 3. ME BASINS SHALL ALSO MEET THE FOLLONNG MINIMUM REQUIREMENTS: CATCH LARGEST SIDFWALL CONCRETE , . 1 ( I BASIN PIPE DIA ICINESS COVER - u01E DIAMETER ALLOWED OBCKNESS). 1 36" 46 _W-- - b0 38 8" 12" 2 -�- 7. fj III MANHOLE CHANNEL FINISH CRADE NT5 [`>AV`jjj`-UNDISTURRED SOIL BACKFILL MATH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED I. 6" LIFTS APPROVED ROCK FREE n� FLi 1 ` O ' oL'I PE PIPE COMPACT D IN 6 ONLY COMPACTED IN 6 D/2f12" BTU SEE PLAN SEE PLAN FOR DIAMETER LIFTS ((NO STONES LARGER MAN 1 1/2' DIAMETER) J (/ THE CONTRACTOR SHALL WRAP ME PERFORATED PIPE AND STONE TO 1-T 2- CRUSHED ��' '/21 Jos " IN MIRAFI I40N OR EQUAL DRAINAGE FABRIC S/44 STONE BEDDIN/D 6' /7 it a• ll �� UNDISiURBfD SOIL UNITTSSQOF EXCAVATION UNDISTURBED SOIL- r-N•i STORM SEWER TRENCH NTS CAST IRON MANHOLE FRAME AND GRATE LIBARON LC226 OR EQUAL TOW GALLON HEAVY-DUTY GREASE TRAP WITH LL --\ FULENGTH BAFFLE NONSHRINK GROUT AROUND ALL PIPE --� OPENINGS (TYP). INL-U, 3' VENT FINISHED GRADE ._MORTAR FRAME TO MANHOLE RISER SECTION PRECAST REINFORCED HEAVY-DUTY CONCRETE RISERS ,,.....6" OUTLET " NOTES 1. CONCRETE. 4000 PSI AFTER 28 DAYS 2. REINFORCING: 616/1OxIO WELDED WIRE MESH 3. HEAVY OUTY TOP REINFORCED WITH 05 BAR O 12" O.C. EACH WAY 4. KEYED JOINTS SEALED W11H 0-RING GASKET OR BUM RUBBER ROPE S. PRECAST CONCRETE SECTIONS SHALL BE IN ACCORDANCE WITH ASTM C-478 GREA5E TRAP NT5 Fa SANEARY ONES, R COVER IS IF55 THAN 5'/v. PUCE 2' TAa WSA.ATON BOARD WWa PIPE. IN NO CASE SMALL THE COVER BE LESS THAN 3 I/T OVFA THE CROWN. 6" WNW M SERVICE SOB 33 PVC USE ." DA F. EIPE TO YAPK LOGATDN ANO OEPM W SERMQ CaNECTW - 0TUND FROM PLUG TO 2' ABOVE iWAI GRADE TH3APORARY PLUG -. �-STM JS PVC WHE SF£ SEAR U SEP oR sEWm uuN AND sFRMG: BEDDING DETAKS 5ANITARY SEWER 5ERV ICE CONNECTION NT5 FM9H MADE ��041HF MSE 2 FADH OIAF S1RP4 (1�/{�Nltpl fMPF. S Mi NILIM) INSTALLATION 0-�'BAG DETAIL INLET SEDIMENT GONTROL DEVt(,E NT5 d III III f III - uxMsnXMEo soA I i � � iAwa Ia miM'� 1 I 1 II 111 II P110VID ROIG iR6 IT ((D' IS W15gE- BACKFBL THORWCMLY CGIPACTIN M" OIAMEIFA OF EVE) D I VHS IN STONES OU LAROTA MAN 1 I/2' DIAMETER) E GGH-AG­ 9ALL AT TIMES nYFS xEFP THE 1TERaFS DF. wx AL mXR OF wA1EP µMI Ill NN Is ISHFD 1 � D AFOOT Fa eACKiTWNG UWRiWI N0 NOL J/' STONE BEllgNE TYPICAL SANITARY TRENCH NT5 MANHOLE iRAME & COVER j'NEENAH R1642, LEBARON / LC266 OR EQUAL. FINISH GRADE RAISE FRAME & COVET TO FINISH ELEVATIOI WITH CONCRETE GRADE RING NO BRICK SHALL BE ALLOWEI A.S. T.M. C478 PRECAST REINFORCED CONC. MANHOLE. CONE AND RISER COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2' GRADE 60. STEEL REINFORCEMENT OR EQUAL 12' O.C. MAX. 6' O.C. IBM. S.T. GRISWOLD -- PRECAST 48" MANNO E OR APPROVED EQUAL CLASSB CONCRETE SHELF 2"-4' RISE - LEDGE PAVEMENT LIMIT - 24' CAST BI PLACE 1 RUBBER GASKET FOR WATERTIGHT M.H. CONST. (TYP. ALL PIPE PRECAST MONOLITHIC CONCRETE BASE MIN. 2' HEIGHT. E4 0 6' O.C. EACH WAY LEDGE PAYMENT LIMIT SHALL BE 3' OUTSIDE OP THE MANHOLE STRUCTURE TO A DEPTH OF 24' BELOW THE INVERT. -0- NO PARGNG OF INTERIOR JOINTS MAIM MORTAR SHALL BE. ALLOWED. COAT EXTERIOR OF CONCRETE AND BRICK WIN TWO (2) COATS OF WATERPROOF SEALANT SEE SPECIFICATIONS FOR NH TESTING REWNREIAEN75 O RING RUBBER �- GASKETIN ACCORDANCE WITH A. S.T.M. C-443 AND A.S.T.M. C-381 OR BUM ROPE -WELDED STEEL WIRE FABRIC VARIABLE STANDARD LENGTHS (1.2.3 & 4 FT.) VARIABLE PLUG STANDARD LENGTHS (2.3&4FT.) 6' 6' 3/4- TO 1 1/2' CRUSHED STONE BEDDING DO NOT USE LIMESTONE EXTEND BEDDING TO UNITS OF EXCAVATION TYPICAL PRECA5T 5TORM/5ANITARY MANHOLE NT5 t1j1'l NOTE: USE US: ONLY MANUAL METHODS TOP VIEW SECTION. OFN JOINT INSTAIUTON ND CIEANNG N WEtUNp AND BU- ZONE. ------ _51LT FENCE DETAIL Nl, GENERAL 5ANITARY SEWER 5PEC5 1 SEE OTHER SHEET5 FOR ADDITIONAL INFORMATION 27 CONTRACTOR SHAM CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY -THE LOCATION OF ANY UNDERGROUND LINES. UTILITIES INFORMATION SHOWN HIMUSON WERE ODTAIWO FROM THE REST AVAILADLE SOURCE AND MAY OR MAY NOT DE. EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL DE RESPONSIDLP FOR ANY DAMAGE TO ANY UTILITY. FUDLIC M PRIVATE, SHOWN OR NOT SHOWN HEREON. 31 THE HORIZONTAL AND VERTICAL 5EPARATION FOR SEWER AND WATER LINES SHALL M INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'TEN STATE 5TAtOAR05 - RECOMMENDED 5TANDARDS FOR WATER". 41 PRIOR. TO CON5TRUCTION,ALL MATEKIAL5 5HALL. DE APPROVED.DY THE. ON&INEER. 51 5TOKM 5EWER PIPE UP TO D' IN DIAMETER 5FALL DE PVC 5DK 35 CONFORMING TO UP 0-3034, A5TIA 0-3212. AND ASTM F-477. STORM SEWER PIPE D" AND GREATER IN DIAMETER "H M PVC 501it 35 GOM`OKMING TO A5TM D-3034, A5TM D-322. AND A5TM F-477. 61 ALL $ANITARY SEWER PIPE SIHA11 M PVC SICK 35 CONFORMING TO ASTM 0-3034, ASTM. 0-3211. AND A5TM..F-477. 71 ALL TRENCH FILL SHALL DE PLACED IN 6 LIFTS AND THOROUGHLY COMPACTED TO 'DZ OF MAXIMUM DEN5ITYOF OPTIMUM MOISTURE A5 DETERMINED DY A5TM D% 5TANDNRD PROCTOR 'I ALL NEW GRAVITY SANITARY 5EWM MAINS SHALL M LEAK TESTED DY A LO PRESSURE AIR TEST AND DEFLECTION TE5TED. THE LOW MES51AC AIR TEST WILL M USED TO SWAA.ATE INFILTRATION M EXFILTRATION INTO OR OUT OF ALL GRAVITY 5ANITARY. SEWERS. ALL TESTING WILL M CONDUCTED DOER THE SRRERVISION OF THE ENGISER. AIR TESTING SHALL DE PERFORAFD IN ACCORDANCE WITH A51M C626-00. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 M TO 25 %I SHALL DE L2 MIARES PER 100 FEET OF E SEWER.' AFTER THE FINAL DACY,FRL HAS DFEN IN PLACE AT LEAST W DAYS. THE OEFlFCTION TEST MAY DE FPXFOR , NO PIPE SHALL- EXCEED A DEFLECTION. OF FIVE PERCENT M. IF THE DEFLECTION TEST 15 RIM USING A RIGID DALE. OR MANDREL_ IT SHALL HAVE. A DIAMETER. EQUAL. TO "DZ OF THE. (FIDE. DIAMETER OF THE PIPE THE TEST SHALL M PERFORMED WITHOUT MEUANICAL PULLING DEVICES. "1 ALL SANITARY SEWER MANHOLES %VI M TESTED PRIOR TO CONSTRUCTION OF THE INVERT BY THE'VACLAN TEST METHOD DESCRIBED IN THE TECHNICAL 5PECIFICATION5. THE MINIMUM ALLOWED TIME FOR. A VACULMDROP FROM 10" OF MERCURY TO 4 OF - MERCURY 5HALJ. BE 2 MINUTE5. DI ANY SUKFACE5. LINES, OR SiRLIGTURES WHICH HAVE DEEM OA AOED DY THE CONTRACTOR'5 OPERATIONS SHALL DE RESTORED TO A CONDITION AT EEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY' PRIOR TO THE BEGINNING OF CONSTRUCTION. 10 THE CONTRACTOR SHALL COORDINATE THE LOCATION AND IN5TALLATtCN OF THE INDIVIDU LL LOT SEWER LINE SERVICES WITH THE OWNER AT THE TIME OF CONSTRUCTION. »rolM aA fN DUMP5TER FENCING (5ECTION VIEW) NT5 I \ ` • / + .wit \ / / a / \'4YAY Vu<.OxE run yyy OCal.V10 fn IN WnaM 4 e♦ aMAX 4 C� � � w I.i. o AK Fxftflf iC. M ! fu rr. rgoa >wcs rv< wi wav nnxs %- Ih atrl ,o v6 x I., ./ W. f / %" r.T. vum INanW DUMP5TER FENCING (PLAN VIEW) NT5 BOLLARD DETAIL NT5 ORF f0i THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 5477 A' 1-800-225-4977 PRIOR TO ANY EXCAVATION. %-Y Wia w IMr. C-4 r � c_ GATE DETAIL -r -' NT5 O CD L4 Bfi &T.aR91 1 - GATE DETAIL (SEGTtON) TUTS ALL JONTS SHALL BE iNONTSGHLY 1.SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. CLEAN AND COATED WTN COATED SMOOTH CUT EXISTING BIT. _-. EMULSIFIED ASPHALT - PRIOR '~ PAVEMENT PRIOR 70 PANNG TO PAYING3. T'-0" THICKNESS OF EXISTING PAVEMENT OR A MINMUN OF 1 1/Y OF TYPE 111 2" iOVER OF TYPE II BASE COURSE EXISTING 2. BIT. PAVING ON ONE OR BOIH SIDES �I 4. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOLID PAVEMENT. IM BACKFILL TRENCH IN 6" UFIS AND COMPACT EACH LIFT TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OU MUD AND STANDING WATER. 'NEW HIT CONC ,. - \�� S' APPLY U BID (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION M BOTTOM OF THE HOION ` THICKNESS OF EXISTING GRAVEL E%1$N6 � CR CRUSHED MINIMUM DENSE GRADED GRAVEL. (SASE CSpec. E�506 NE PER W. STATE _ -" 6. - ]. PLACE TOPE II BASE COURSE PAVEMENT A MINIMUM OF 2" THICK. FILL TOP OF HOLE WITH TYPE III BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2". FINAL UFT SHOULD Be 1/2" TO 1" ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT WIER COMPACTION THE PATCH IS LEVEL WTTH THE EXISTING PAVEMENT. EACH LIFT SHOULD BE THOROUGHLY COMPACTED WITH A VIBRATORY Y PLATE COMPACTOR VI A TOVIBRATORYROLL PORTABLE ROLLER EXPERIENCE HAS SHOWN THAT 15 TO ZO PASSES ARE REWIRED WITH A ROAN AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE COMPACTION. NECESSARY TO ENSURE GOOD CNPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS BE _TRENCH EXCAVATION.. THAN 1 S.F.). B. CLEANUP AREA. 00 NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON TINE PAVEMENT. REMOVE SAFETY SIGNS AND DEVICES. REP LAGEMENT_OF EXI5TING 61TUMINOU5 PAVEMENT NTS 5" THICK 3500 P.S.I. CONCRETE WALK 12' 4"TOPSCL 5' .�. ,,.... ...... ... AkO CRUSHED - 'AVEL BASE 4.05-FINE) ALL EXPOSED SURFACES TO RECEIVE 2 COATS MIRAFI SOON OF M ANTI-SPAWNG COMPOUND. FABRIC OR APPR TYPICAL SIDEWALK 5ECTION NTS CONCRETE SEE SHEET 8 FOR PAVING REQUIREMENTS �T SEE 91EET a FOR \ g;ES SIRE PUN PANNG REQUiSIREMENTS ApNG °12 0VAE GRACsIWmSv STONE S]04so BLJ • - Tx �A�N GDT9MON �� ao � LION CONTRACTS SHALL NOTIFY ENGINEER 1D ONSPECT UAL SUBGRAOE SOILS BEFORE PLACING ANY GRAVEL NOTE: DETAIL APPLIES TO AREA 7 AS SHORN ON SHEET 8 MINIMUM WDTH� 6'H PIPE CIA. PARKING AREA DETAIL NTS ENULSIFIED ASPHALT TAPER T J,SAR PS CO ENO AREA - 0. i INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMINATES TYPICAL TAPERED CURD NTS 5" THICK 3500 P.S.I. CONCRETE OR OTHER APPROVED TREATMENT 24' SAND SASE (VT. EC SP. 4- SOIL 12" VANES SEE PLAN ]03.03) GRAVEL BASE (VT. SPEC. 2" THICK DOW STYROFOAM SM N EQUAL INSUiADON BOARD /R r ]04.05-FINE) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN AMR-SPALUNG COMPOUND. TYPICAL SIDEWALK 5ECTION ADJACENT TO 61JILDING NTS MIPM FABRIC ON CONCRETE FIRE LANE V TOPSOIL \-LETTERS SHALL DE 2 FEET HIGH WITH A WIDTH OF 4' 12" FABRIC OVERLAP 4" PERF. PE 3.5' BELOW FINISH GRADE SEE PLAN FOR LOCATION 3/4" TO 1 1/2- CLEM STONE WRAPPED IN MIRAFI 14ON FABRIC NOTES : I) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/B' JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SWILL BE CONSTRUCTED EVERY 20' AND SHAL BE CONSTRUCTED OF MATERW. CONFORMING TO AASHTO MIGRATION M-153 ( 1/7 SPONGE RUBBER OR CORK. ) 3) ALL IXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANT -SPARING COMPOUND. CONC RETE CURD NTS CONCRETE OUR. SEE SHEET B FOR PANNG REIXRRENENIS SEETOPSOILSEE SHEET 6 FOR PANNG REOIIRREMENTS S1F PLA „ � SADHON % 1' RI / °15" DENSE GRADFnNCRU9HFAD STONE °(,//e T TE CONTRACTS SHALL NOTIFY NGINEER TO INSPECT SUBGRAN SOILS BETME PACNG ANY SAWT- �Y NOTE: DETAIL APPLIES TO AREAS 1 AM B AS SHOWN ON SHEET 8 MINIMUM WDM 6"+ PIPE MA.�I ROADWAY AREA DETAIL NTS NOTE- PAINT SWILL BE DURABLE PAVEMENT MARKINGS NTS SIDEWALK RAMP TEXTUREU 1/8" REVEAL Ell /ROADWAY SURFACE Section A-ACURB 2 CURB TRANSI ON SIDEWALK RAMP (TIE%NRED) SBCt10n 8-8 30' M STOP FLANGED CHANNEL e' STEESHL TO GROIINO VF. TPOEST-T2T STOP SIGN N.T.S. VT. SHT. E-143 NYOWM fNll AuuslNt� r Q DURABLE ARROW A NOTE. ARROW SHA L M GAR - AGGE550LE PARKIN&_ 51ZED TO MEET STATE -------"- - SPECIFICATIONS NTS PAINTED ARROW NTS SEE MANUFACTURERS /'- DET FORAILREp'D 5HEETS r DOL-T PATTERNS 7l L FINISH GRADE i4 REAR 4 HORIL DARS W 3 VERT. STIRRUPS 4B T 5HJUU40 PVC 12" FABRIC OVERLAP F. PVC SOP 35 F758 OR AASHTO M196) ,; 7, f )W FINISH GRADE PIPE 1B' FROM FACE OF CURB I 24" 6' LONG O DERDRe N GROUND ROD Woo WITH �� COPPER WIRE FOR TO 1 4" TO 1 1/2" 2- r- COIY4ECTION TO POLE AN STONE ARRED I MIRAFI )N FA FABRIC TYPICAL LIGHT POLE FOUNDATION (15LAND) NTS 4W 24" SEE MANUFACTURERS DETAIL SHEETS FOR REpb DOLT PATTERNS 12* RESERVED PARKING m or TO--flANt1ED CHANNEL GROUND S1EEL PGST VT. 9HT. E-121 HANDICAP SIGN NTS 18" RESERVE PAppRttKING �l VAN ACCESSIBLE 6' TO FLANGED CHANNEL GROUND' STEEL POST VT. SHT. E-121 VAN ACCE551DLE 516N NTS mAr'O1�ir R � VVV A 6 r /AN - AGGE5515LE PARK I NCB NTS SOFWAII( 9DEW. RAMP WTH RITUREO FINISH • SOEWAU( RAMPS SHALL BE INSTALED AT ALL STREEt INTERSECTIONS WHERE NEW SOEWAIKS AND CURBS INTERSECT. ;.. • MAXIMUM DESBABLE RAMP SLOPE - 1"/FT. lg� SINGLE RAMP N TANGENT, NARROW N NO GRASS STRIP 51DEWALK RAMP NTS GENERAL. GONSTKUGTION 5PEGIFIGATION5 1) UTIUTY INFORMKION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR CONPLEM CONTRACTOR SHALL VERIFY EXACT LOCATION OF EMSTNO UTRJTIES AND SHALL BE RESPONSIBLE FS ANY DAMAGE TO ANY UTUTY, PUBLIC M PRIYAIE, SHOW OR NOT SHORN HEREON. ODNTRACTOR 9HML VERIFY NEW TAP LOCATIONS AND SHALL CONNECT ALL UTUTES TD NEAREST SOURCE THROUGH COORDINATION TN UTILITY -ER. 2) THE CONTRACTS S - BE —ONSIBL£ FOR OEMOUTION AND WENDY& OF ALL CASHING WDEIIATION. PAVEMENT. AND STRUCDRES NECESSARY TO COMPLETE THE WON( UNLESS NOTED ON THESE PLOPS. COIIRACTOR SHALL REMOVE ALL TRASH FORM SITE UPON COMPEOUN OF CO4STNIETN. MY SUPEACES, ONES OR SR UCYLKES W. HAW BEEN DAMAGED BY ME WNTRACTON'S OPERATIONS SHALL BE RESTORED TO A OCNDITN AT LEAST EWN TO THAT IN WHIN THEY WERE FOUND IMMEDIATELY PRIOR TO BEDNWND OF CONSIRUCTIM. 3) SEE OTHER DETAIL SHEETS OF THESE PLANS FM ADDITIONAL OETAIM REQAM ENTS AND SPECIFICATIONS. 4) ALL WORK SHALL BE IN ACCORDANCE WITH THE 19W WILMONT AGENCY OF MANSFORTATON STANDARD SPEOFICATONS FOR CWSTRUOTON, NNE. TOWN PUBLIC WORKS SPEWCATICNB, AND THESE PLANS. 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NOTE N ABOVE, ALL OUSTING PAVEMENT MARKINGS CONFLICTION WITH TIE NEW INPROVEMENIS SHALL BE REMOVED BY SNAKING OR BURNING. 6) A MINIMUM OF ONE-WAY TI-C SHALL BE MAINTAINED AT ALL IIMFS. CONTNUWS TWO-WAY TR-T RILL BE REWIRED AT NIGHT, PEAT( -HOURS, AND WHENEVER POSSIBLE WRING ACM& (XNSTRUCTON ACTNTEi R DEDMED NECESSARY BY THEOWER. NUNIOPAITY OR ENpEER. A UNIFORMED TRAFFIC CONTROL OTIDEP SHALL DIRECT TRAFTTC DURING PEAK HOURS. TEMPORARY CONSIRUCTON SANS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED W THE CONTRACTOR IN ACCORDANCE WTH STATE AND TONN STANDARDS T) IRE CONTRACTS SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING MAT THE OUST CREATED AS A RESULT OF CONSTRUCTION ODES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEFIED NECESSARY, ME CONTRACTOR WLL BE REQUIRED TO WET SECTIONS OF TIE CONSTRUCTION AREA WM WA(ER, APPLY CALCIUM MONDE, OR SWEEP THE ROADWAY WTI A POWER BROOM FOR DUST CON ROIL 8) ME CONTRACTOR SHALL NOTWY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WINK, CUTTING PAVEMENT, BEGINNING THE INSTALLATION OF ANY UnUTES, BRINGING IN ANY NEW GRAVEL OR STONE FOR TIE NEW BAST, PAVING, ALL TESTING, AND FINAL INSPECTION. IN ORDER TO ASSURE COMPLIANCE WITH IRE P— S) PRIOR TO TIED IND CONSTPWTOK ALL MATERIALS 91ALL BE APPRDYED BY NNE ENONFER. 10) ALL DLL SHALLSE PLACED N 6 WOH UFTS AND THOROUGHLY COMPACTED TO 95Z 0, MAXIMUM DENSITY OF OPTMUM MOISTURE CONTENT AS DETERMINED BY ASIM MMI STANDARD PROCTOR. AND SHALL BE TESTED AT 500' NTERVALS, UNLESS OMERWSE SPECIFIED. 11) BACKHil UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95Z OF MAXMUM DENSITY OF OPTIMUM MOISTURE CONTENT. A MINIMUM O TWO (2) COMPACTON TESTS SHALL BE TAKEN AT ME CONTRACTOR'S EXPENSE UNDER EACH RUN OF PIPE PRIOR TO INSTALLING. THE PIPES. ME PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS 12) TIE HA ALE DAMS SILT FENCES, AND DITCHES SHALL BE MAINTAINED AND REPARED BY ME CONTRACTOR AFTER EVERY RAINFALL OR AS DOOMED BY ME ENGINEER UNTL ALL OSNRBED AREAS HAVE BEEN PARED OR SASSEU AND APPRNEO BY ME ENCNEER. ME MAINTENANCE O ME EROSON CONTRO DEVICES WLL INCLUDE ME REMOVA OF ACCUMULATED SEDMENTATIN. 13) MIS DESON MUST BE INSPECTED BY O'LEARY-B11RKE DIAL ASSOCIATES, PLC. ESSEX JUNCTION. VERNORL TO ENSURE COMPLIANCE WM MEY PLWS, O'LFARY-BRIE WAIVS ANY AND ALL RESPONSBRITY AND UAW " FOP PI `MESS MAY ARISE FRAM FAILURE TO FOLLOW THEY PLARS. SPE-CATINS AND THE DESK MI1NT THAT ME PUNS CNWY, AND FRN FAILURE TO HAYS BEEN NOYFlED BY THE CONTRACTOR TO INSPECT ME WORKS AND TESTS IN PROGRESS 14) Al ROPES, OTNES AND DISTURBED AREAS SHALL BE GRADED SMOOTH ' HOO H' CLEAN AND FREE OF POCHEIS WTH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 15) SEE ARCHM-RAL PLANS FS BUILDING. GRADATION REQUIREMENTS W1F1OK 9EM 9OE. IAS;."' 51ND WW1HIx - V<s1Yc Twl.oD Y t tpY tD0 x W-tIID s so tw x 14 ptM D-x0 x (M90 D-Bx 4RAVR POI SUBBASE - VF SPEC I6Aw 04 Hro POD ZO-DO s o-tx x o- a OWWEIM�WFd 9RBBASE 2' 1 1/t 04 HOB KOO 1W s Bo-16D x Jo-W x o-tz s ODK GRADED OAY E vT sPEc Yowae 3 1/Y _ 1. Z tN x _ _ T>~tGox �, t" 50-Ixlx �+ 1�T PMP.x D- FINISH GRADE DURABLE STOP LETTERS AND STOP BAR �Y ♦4 REDAR W O VEIL DAR fRRIXS NOTE STOP LETTERS SHALL v MEET STATE 'LeTTE 5 5HAS GONDUIT� PVC /- Ll 12' WHITE STOP BAR MINIMUM 4' BACK RMP'1 FROM CROSSWALK Vr,� - 5TOP SIGN, DAR, + LETRRING NTS GROLUND ROD WWITH 40 COPPER WIRE FOR CONNECTION TO POLE I .w. M. I......,,.. .. er. •....," ....... v......,,....,... TYPICAL LIGHT POLE FOUNDATION (PAVEMENT) NTS .9� �R. T tt411114I 5477 V� i l ' A1111t14444 6 WATER D15TKIDUTION 5PECIFICATIO II GOEJRAL THIS ITEM `Wl CONSIST d THE LADOR, EOUIRH/T. w MATERIAL REwIRLD FOR THE LOVLCTE LOIISYRULTION d TK WAYERK INI ANC ISEVKLS WHICH SHALL INCUDE —,A,.- DALKFILLIN6, " . VALVES TEES, HYoRAMS, ELBOWS, REOLCER4, AND ALL OTHER APMRTENANCES NECESSARY FOR A CO M WATERLINN SYSTEM AS NOICATED ON TK ACLEPTFD DRAWINGS. ALL NATLRIALS NO INSTALLATION5 SHALL DE APPROVW DY THE LOCAL MUNICIPAL WATER AUTHORITY. 12 WATER 11M MATeRW OULTILE IRON PIPE PIre $HALL BE A MINIMA DIAMETER d LICIT INLFES 161 AND GENERA TO GIBBET AWWA Cl, OR AN51 SPELRILATIM A210. PUSH— JOINT PIPE SHALL BE MINWUN THIUWESS LASS BR W5H-W JOINT ALLE550RIRS HALL LONOWA TO APRIGALdL REWIREVNYS OF AWWA LIII OR ANSI 5ML IWTION "M fITE SHALL OC CEMENT MORTAR -LINED ON THE INSIDE IN ACLORDANLE WITH AWWA CKH OR AN41 XF.LIFILATIOY A2 E%LLI•T THAT THE LEMEM 01I THIC.bEx SHAL NOT BE LESS THAN YNRFL- SI%TEENTHS IYILH WE1 A PLUS TOLERANCE d ONE-EIGMMS INCH 1-1 WILL BE reRMITTED. NG fPE PIPE SHALL DE A MINI ISO WITH A E EIGM IF W Bl ND COIPORM TO CURRENT AWWA 41'ELIfI WITH RU E- OSI - WITH A IN RATE d M PIPE JOINTS SINLL M TIME PUSH-01 TYre WITH ER III RINGS 60 FOR JOINTS AT FITTIOZ AND VALVES WHICH SIW.L ce MECHANICAL JOINTS. WATER SYSTCYS SIAJELT TO RQUTIK rRES51RE5 E%<FIDIN6 ]CIO T51 SHALL U5E CLASS SOD Plre, 12 FITTI h, OIX,TLE IRON FITTINGS SHALL BE COCNT-LINED, WK ISO POLIES WORKING rRE55URE. ANO OC IN ACLORDANLE WITH AWWA C-1D4. G-III, MO L-10 d L-B> FOR LOVAGT FITTINGS. MECIIANILA,L JOINT N1T5 AND OWTS SHNL DE HIGH S—TH. LOW ALLOY 4THPl PER -1 A 2LL DUCTILE IRON FITTING5 LARGER T ANI TWE-K INC.NES NISI SMALL NA A STANDARD BODY L[N6TH EQUAL TO CUSS 2E0 LAST IRON FITTINGS. CAST IRON LLA55 250 FITTINGS WILL BE ALLOWED IN LIEU d OWTIIL IRON FITTINGS IN SIZES LARGER THAN. TWELVE 1NCAES 101 ,AND As MOWN ON YK PLANS 14 GAVE VALVE RESILIENT SEAT vALKa NHN.L a NAL-I TRED IN rIaRTH AMr ANS ro ICED ALL REwIREEENrs d SfCCIFM-HAT LI VALVES r_ IwXs NISI AID GIVE, NON-I.. O SHALL OC BIABLE _tIWiT. zpto LEAKAK AT W F>I WORKING RE>N+F VKKS CAL, MANE NON-RISITE STINS. OIEiI CO.MIN METAL To /DN DE ROVIOCO WITH A Two INCH I]'1 SQUARE OEKATING MT WITH MROW cgsr W METAL ro IDIUTe DRurNN d 04NIN6. [A( VN-K SIWL INK WRQ's NAME. RLSSURC IUTWG, ND TCM IN WFIILH MAAAFALTIE® LAST ST M OODY. ROI t0 NH FI01! TOY lIE FACTORY, EACH VALK SMALL DE TES BE W&TATIL FWITSLRE EQUAL TO TW'IGC THE SfELNI® WORKNIG RESSURE. DLRW VALVES NNLL BC ptlTALED WITH A VALK DOX la VALK BOLES CAST IRON T1lEE-FECE aLIOE-TYPC WITH A Td FLAMES, FIVE ARID ONE-FOLRTO INCH O Y41 SHAFT, D' __ d TRENCH BURY. CAST NON HAVER YARKED YWATOR' AND �OILATINb ERECTION d OFEN- le PIKE HYDRANTS, ALL WYCRAITS ARE TO BE 3-WAY, 5• MINIMUM OIANEM AND LIMITED TO THE FOlOWING INAFES NLELLR A-111 OR REMEDY -.I- K-MIA MAIN VKE dMIN6• 5 VA NAIVES razRL NRnw,FAENr Two 2 v2 IIEIH Ilofe NozaL] WITH w TKa.Los reR MOH ME 4 1K2 NEH — IIOffiL WITH HI T S I- PER III INLT LOMELTION, G NW YEL1P12 IN JOINT OKRATIws WT STANDARD I V2 INCH PENTAGON ORlLTIOH d OFIJIING• LOLNTFRGLOLKWISE All OEFTH MED� SHALL DRTH d d1RY, GRANT `TALL NOffI 1N5T/J.L fD TO THE IABOV LT 'SH IroY1X•Tlaro WITH NoznLs ABODT le' ABOVE vNnl>H GRnoE IT HYDRANT dRA I, HYDRANT ASSEMDLIII MALL CONSIST d A 11X INCH MI MEUANICAL ,IOIM &ATE CONFORMING To wwA L_]01 A FOLK FOOT L41 LE11GTH d SIX 1- B1 CLAx 52 gKTILE IKON FIR WITH A CEMENT -LINING, AND THE FIRE HYDRANT. THE HYDRANT SHALL MANE AT (LAST DGHTE.EI INCHES 1161 BETWEEN TK BOTTOM d THE STEALER CAT AID THE GROLID, FOR SINEIE-FAMILY HOPE SUOEIIVISIOW, TIEKE WILL BE AT LEAST OK HYOIANT AT EACH 1N1!RX TION AND A MAXIVLM d 5W FEET PA01 BETWEEN HYDRANTS WITH A M71 A WATER PLOW d BOO GAILOM FOR MIMITE WITH A 20 F51 REa1DUAl PRESSURE ROI EALN HYOMNT. 1e CONSTRUCTION METHODS A. INSPECTION AND TESTING ALL FIFE AND FITTINGa 5HNLL BE INSFCCTCO ANO TESTED IN ACLOEDANLE WITH M' MANRALTUROE5 SRLIFN.ATIONS NIO THE AFORCAENTIOKD AWWA STECIFILATIONS. THE COTRACTI `ALL FUWISH FOR APROVAL CBRTIFILATION ROM. THIS TILE MAAAA ""E .THAT All. TESTS INK BEEN fEHORLEO WITH 5ATISFACTORY RESULTS FIR `COL NOT BE INSTALLED WITHOUT THE ENGINEER'S OR WATER AVT0EITY'5 AFFROVAL. O. INSTALLATION fIR5. FITTINGS. ,AND ALLE550RIE5 `ALL DE LMEFL4,Y HANOLED TO AVOID DAMAGE, RIOR TO THE DATE d AL TANW OF THE Fill WORK BY THE OWIQ, THE COTRACTd `ALL REY ANY NEW Mr. OR ALLESSOIRY FOLIO To M OVECTIK AT ANY TINE. 1NC-U % AFTER INSTALLATK AT NO C%fOIX TD THE` OWNER ALL INSTALLATION AND TESTING SHALL BE TIDE IN ACCORDANCE WITH AWWA 5TAOARD L-000 AND ANSI XEL RILATIM A2ML Al IPE> -WI. LR 1 SHALL - REJECTED IF —1 OCCM IN THE FIR THE LONTRALTOR W.T. AT M15 OWN E#OP AND WITH THIS AFF O d THE ENGINEER CM OFF M PICKED ?ORT10N9 AT A POINT AT LEAST TWELVE WOES IITI ROM THE waIDLE LIMIT'S d THE FOREIGN MATTER ANO 0E[RIS RIOR TO INSTALLATION AAO 5HAl- ISE KEPT CLEAN UNTIL THE TI dL AUPPTANCE BY THE OWNER. ANY DEFILE TIO1 JOINTS SMALL IS WITHIN THE LNITS SRLIKISID BY TE LAHLFACTUl ALL rIrIS, AIO AFRLUENKES CONECTEJ TO TK EQUENSENT NGLLL BE SVFORTED SO THAT, STRAIN W LL EC MVO%O 01 TK EOIirSONF. EwWMENI MNAIFALTUFEIRS sRGIFICAtIOri INCLUDE THAT FLING LOADS ARE NOT TO OE YANSFEWGO, TK CONTRACTOR SIWl. SLOMIT CERTIFILATIM d LOPLIAAEE CONGKIE THRUMT BLOLRS SHALL BE INSTALLED ON ALL PLUGS. -1 NO BEDS OEFLELTINi VA OC� 1 OR MORE LAKE `COL BE TAKEN To ENSNARE THAT COELE'FE WILL NOT COIF IN CONTACT WITH FLANGES JOLTS. OR -11. THE REWIRED AREA d THRUST BLOCKS ARE IIOIGAIED ELEVATION TINY M BOTTW d M WATERMNIN N AT LEAST E INLIES ABOVE THE TGIF d THE X THIS WBtM SEPARATION NULL BE MAINTAINED FOR THAT PORTION d THE WATERNAIN LOCATED WITHIN TEN FEET 101 HOIIZONTALLY d ANY SEWER IT CROSSES THERE SHALL BE NO fH NS L0IELTION BETWEEN THE CIS YIDI - SYSTEM MID ANT tires, PUPS. MYOUJR1. OR TAMS V4 ARE 51 Wo OR MAY BE SIRPLIED WITH A WATER THAT 11, OR MAY BE, CONTAMINATED. N WSTARLES WHERE TK USE d DPFEREM TYPES OF FIR RCO" JOINING, TK UJMRALTOR SMALL FUVIHH NO IMTALL ALL NECESSARY ADMTERS. Al-L TIV ING SAFETY STAw2AR05 SHALL DE IN GOIFORMWLE WITH ALL AFY-H-E STATE ANO FECENAL GUIOELIK5 AO AS SRLIFIED ON THIS FLAN,. THE LONTRACTOR `HALL, AT ALL TILES. REEF THE VENUES LWRELY FREE d WATER UNTIL ALL WORK IS MIN— AID RGDY FOR DALKPILLING. AFTER TK VARIOUS IFEL0E5 MANE LEEK INSTALLED, THE TFE 1 AO OTHQ AREAS TO - FI— HALL BE DALKfILEC TO SUOGRAOE WITH W-CREVOt rO5 _. MATERIAL -AVATED IRON THE TRENCH HO DAdrILLIN6 WILL DE ALLOWED IATIL ANY CONCRETE' MASONRY HAS SET SLFFILIENTLY, AS OETERMIwD BY THE ENGINSER a N5 ALL MATERIAL FOR COCK 1-1-.SMALL DE 11. OFROOTS, I—. AND MOST. MATERIALS 1,51EP FOR DACKFILLING YEALIES SANE- BE FREE OF STOICS ..... OVER 30 P0.NCl ICI STONES MEANRING OVER OE AND --HALF NAIVES D V71 IN THE CONSIST O1MEM101 SNAIL DE M1ACED WITHIN ONE FOOT ITI OF THE rIMLINE BEING BACKrI .. BALKFIL FOR ALL fIPdDEI SHALL DE FI ACED IN SIX I IDT' LAYERS. EACH LAYER BEING THOIROKNI.Y COVACTEO TO NOT LESS YYMN •4 FORGOT OFMAKI MyOEAITY AS OETERAIEl BY TIE MSHTO-T-11 STANDARD RECTOR PMTICU.AK RECAATIORS HALL DE FIRE CONNECTION TAKEN IN TK M1ALELMT AMO CAVALTION OF TIE DA 111 MATERIAL IN OROM NOT TO DAMAGE TO SPRINKLER TK fIR OR SYUGtLRE THE BAC.KFILL SHALL BE BROIGMT V BYZILY, ALL WATERMAIN5 SHAH BE SYSTEM INSTALLED .,IA MINIMUM CAVR OEFTH OF SIX bT SURPLUS EXCAVATED MATERIALS NOT USED FOR BAGKPILL SHALL DE 015FOSED OF IN A MANNER' 5ATISFACTORY TO TE ENIS E ALL Still MATERIAL OR SPOIL SHAM. DE REMOVED FROITLY AO DHPOSED OF SO AS NOT TO DE ODJELT1— TO ABUTTERS OR TO THE GENERA- PUDLIG VALE SO ARE TO DE INSTALLED ON ALL OLRIED VALVES, THE pOiES SHALL BE LAST RON WITH A MINIMA FIVE AD OK-FWRTHS INCH 11.1 D1A - AO LONG ENOUON TO EXTEND FROM THE VALVE TO FINISFED GRAM. THE DOlCS SHALL- ENCLOSE THE OreMTIK NUT AND STAFFING BOX OF TK VALK. VALK W%ES -1 NOT TRARIM LOAC5 INTO THE VALVE L ISKI SHALL DE G AHD LLOaC FITTINORT_TIGHT WITH THE Td OF THE COVER FLUSH FLUSH WITH THE OF DOX TOP TRIN LOVEU NML BE MMKID .`AAT'ER- WITHAN ARKO'W NOICATINTHISR TO101,I. OF OPENNW, VALK DO%E5L 51 ALL EE TIR4 M_SLR-TTre. THE CONTRACTOR 5NALL FROVIOE A 5TABIL, TEATORMY NG MUMOR APPROVED BY THE ENGINEER AT ALL GATE VALE5. CURD STOPS, AND AT THE END OF WATERLINES TO A POINT 51X INCHE5 MI ABOVE PINISN GRADE. THE HARBOR SHWU. DE SEATED SCCWO-Y INTO THE GROUO. G. PI6A TESTING EX- AS OTERWISE DIRELTPD, Ak 5 SNNLL DE TESTED. MKS LAID IN EXCAVATION OR DEDOEO IN COwREYE `HALL DE TESTED PRIOR TO DALKFILLIW OR TE YLALING OF CANLRETE, AND ANY EXPOSED PIFIN6 SNN1 BE TESTED FRIER TO FIO-D PAINTING. THE CONTRACTOR `ALL PUNISH AL GALYES', TESTING RWS. OAFS. AND AL OTHER .-AUY EpAIFMENT AND LABOR CTION dA WXWLM OF ONE TOVSND FEET It0001 OF THE Mre HALL m TESTED AL RE>EIEL OF THE, ENGINEER, FOR TK -PARE TEST, THE CA YOK 5HAL DEVELOr AND MAINTAIN 200 FOUNOS PEE ]OVARE I FOR TWO NEARS, FALURE TO HOD THE OESGNAYEO FREIKRE FOR THIS TWO-HOUR Fq[NXO COIISTIME3 A FANIRE OF THE SECTNTN TESTED. THE LEAKAGE TEST SHALL BE FEEPOOIEO WANTITY OF VIA REO/REO TO MAINTAIN THE TEST RESSLRE LEMAGE SIW-L NOT EKG¢D TE QUANTItt G DY, L 50 ISWARE ROOT d M / W.]DO S I011 GN10OnfOR LFE161H OF PIPELINE YSTED AL TE5TNG SNLLL. K LOpA IN ALLOROAYL WITH AWWA C-B00 LATEST REVISION `DUD ANY SECTION OF TIE IFE FAIL EI - TK YRESSLRE OR IlJMA6E TESTS. THE LOIRIULTOR `ALL DO fVRYTHINb NECESSARY TO LOCATE APD ROAR OIL R01J,LE THE DVECTIK rlfE, FITTINGS OR .DIMS AT NO EWLIEE TO TK OWIOR. ULORIWTION OF THE WATENAN `ALL BE LOOIKTED ONLY AFTER THE MAIN HAS DEEM rtUSHED AO A CLEAR STREAM IS ODTAIMED AS CETERNINED BY THE ENGINEER. THE LOINIRALTOR SHALL PUUIISH ALL LPIMR. [QUIFMOTT. MATERIALS. NO-1 NER55ARY TO DIS1wECT M PIR AND APfURTCNAKES IN AGGdDAwL MAIM M AWWA THl POR DISIwELTING WAtERWINS. C-Ml WITH TK E%LVFION OFTK TABLET METED. THE, NETHOp d OI>INELTIOI NNLL DE BY TK —I— MED METHOD —5 OTHERWISE ARROVED THE T-IKER. AFTER FNlING. FLUSHING: AO TK ADDITION" OF OLORI. saLUfI- C FREE CHLORINE ZNTRATION WITHIN THE ME SHALL BE AT LEAST W A— THEGLORINATED WATER NAIL. KFAHAIN N THE FOR A FQIOD d AT LINT 54 HORS, AT THEE END OF THIS YQIW. TK TREATlD WATFi LIN ALL faRTl00 OFTHEALL TMAIN MNOT WK A RCSIWN- OF LEIS THAW D -11d FREE OLORNE. ALL DI>I-IELTION NW-L DE rERPDUED UOOR TK ]lRQV1510I OF THE -I- THE DISINECT101 PROLES] CAL. BE DEEMED ALLEfY- ON-Y AFTER DI SAMPLES OF WATER ROM M ILUNI DI>I—ED WIN TARN BY THE ENGINEER AND TESTED AT AN AFFO LADORAIMY SHOW NO EVIOF-NLE OF DALTERIO-oll GONTAMINATIOL OI5INECTION SHALL COEOW TO TK LATEST AWWA L_w!1 REVISION THE MI""AND AFTURTEYNKEa aMHAU.. K MADITAINED IN AN —AA— —IT FINREPEATED WHEN AD WHERE REWIRED AT AT NO EWEN4EAL AGLPTANLC. TO THE OWNER UNDISINECTION SMALL BE TIL FINAL ACCFPTANLE DY THE OWNER. E. R051 ROTELTION OF SHALLOW WATOILIK> SIX MEET IWI OF COVER OVER THE CROWN. OR VwPRE HIND III Q1 1H[ /�ANS L BE ROTE GAIN]T MS- OY INSTALLATION OF FOLK INLN MYR1 1— 1T0. IN INSULATING SHEETS WITH A TOTAL WIDTH OF FOUR FEET M1 OR TWICE THE rIK aIAETOR. -1 1 IS GREATER. THE' MEETS SHALL BE PLACED SIX INCHES BT ABOVE YK CROWN OF THE WIN AFTER LOV 1101E OF THE SIX INCH W) LIFT IWEOIATELY ABOVE THE CROVl1E CARE 5HALL BE EKRCIfED DY THE GOTAALTOK DURING OAUVILL AND COPALTION OVER TK 41YdOAA NESTS 10 PREVENT DAMAGE TO THE 91EEM. ITYROPOAM IN ]HEED] HALL REEF TK CORRESSIVE 5TRPNGTN KBOAREKENT.4 OF ASW OWI-73 AND SNAIL DE AS MAM.FALTUR0. DT DOW _ILA_ LOVTANY. MIDLAND, MIOIIGAN, OR EQUIVALENT. IN NO CASE SHAL THE WATERLINES HAVE LESS YHAN FIVE FEET 51 OF COVER OVER THE TO? OF TK PIR. F. HYCE- FLOW TESTING A HYDRANT SHALL BE FLOW TESTED VON LOELEYION AND ALLErTANCE OF THE WIN LODYUCTION. OATA SMALL OE OOTAI- AID SLOMI TO THE TOWN TO ALLOW THE THE —NATION OF LIRE FLOW AT b III OF RESIDUAL FRESSURE. BACKTILL WITH EXCAVAIED MATERIAL THGIROICHLY COMPACTED q T IN B• LIFTS THE SOES O TRENCHES o 4 FT. OR MORE IN OEP1N ENTERED BY PERSONNEL i i $� SHAH NE SHEETED OR SLOPED TO ENE ANGLE - - - - - - ----- O REPOSE 12' ROIL FREE BACKAPPROVED CMPAM THCRWaLY _ C(IIPACIED IN e• 6 LIFTS (NO ATONES LAFIiR 1NAH 1 1/Y -- - -- -_- DIAMETER) Q Y 0 UNaBTIBBFD SOL J `- D/2fe• FT. PREVENTION mw SSININNNKUELLVSY5IFM SPNNNIER 9T&TEM PPNNG T VALK ADOJBU: CHECK. BACNRDW PREVFNTON YALVfi REDUCFN ESTIC WATER LIME CCICRfIE SLAB I' 2 52 D.I. WATER 5<JRNCE WATER / 5PRINKLER CONNECTION NTS 2' NOTE: MI"' CURB STOPS AND/OR GATE VALVES SMALL NOT BE PLACED IN PAVEMENT, CURB OR SIDEWALK. HYDRANT MANUFACTURER TO BE AT"- BY YHE ENGINEER AND MUST ��!, MEET TORNI STANDARD& �VAVE eoX -� B•-21 (� I BOB BOIL BK T NTORANT TEE SEE THRUST BLOC( SCHEDULE /- UIEMSYURSED So COVER 5 HER MAN I' VAC£ 4. 1HIX wENAIMN AK, CONCH O SUIIABIE A. TER THAN S' O COVER ACR Tw aovA ('0' IS Wn. OAMETR O PIPE) THE CONTRACTOR SNAG AT ALL TWE.S KEEP TIE TRENCHES ENIeRELI FREE O WATER UNTIL ALL WON( IS FINISHED AND READY FOR BAC TILUNC 6EDOIN0 S HA L BE TOBOTCHLY COMPACTED GRAVEL ON SAND FOR W., OR 3/4• STCKE FOR PE TYPICAL WATER TRENCH NTS GATE THRUST VAUS BLOCN -T' wAt[n� MAIN 1 nu Ma CANES sNAu BE I�rmaac-I 'MECALUC' Ot MPNIriET FOUR __ 3/4• CRUSHED .. . BEE WATER TRENCH STONE DETAIL FUN BEDDI.I. NG. ' OIA U DEWBLMENT6 PIPE CRUBNED BTWE DIAWAGE AKq MN. a W. FT.) SHOULD W GIRN WATER OCNDITONS EXIST. HYDRANT AN MUST BE PLUGGED A6 OROREO BY THE ENGINEER. HYDRANT DETAIL SIZE FlITiN 6" 8" 12" 11k&22 3 4 N 45' 4 B 17 BEF 9 TEES OR MDCAPS B _1E31 I SO FT BEARING AREA BASED ON 100 PSI WORKING PRESSURE. PLUS.$00 PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 1DOO LBS/SO FT 3500 PSI 3500 PSI CONCRETE CONCRETE a; _1 END AREA BEARING END AREA / P AGAINST BEARING J UNDISNRBEO AGAINST SOIL UNDISTURBED SOIL TYPICAL TEES-DEADENDS-CAPS TYPICAL HEADS NOTE: PLACE 4 .11 POLYETHYLENE. BETWEEN FITTING AND THRUST BLOCK. THKU5T 6LOCK END AREA NTS µ OMAN 12. ON CENTER EACH DBECTON SEE 2VARIES uIN. PLAN -- - - - - — e• Twat. ADDD Ps (bNCREIE PAD v c 4 n If- CRUSHED GRAVEL BASE DUMP5TEK/RECYCLING PAD DETAIL NTS NOTE- WATER LINE SEPARATION SEWERS SHALL DE LAID AT LEA5T 10 HORIZONTALLY FROM ANY EXISTING OR rKOr0$E1> WATER WIN AS AEA%A9D EOGE TO EDGE, WHERE 1WO55115LE OR IMPRACTICADLE TO MAINTAIN THE 10 SEPARATION, THE WATER` LINE MAY DE INSTALLED IN A SEPARATE TRENCH OR ON AN LMD15TLRDW EARTH SHELF IN THE SEWER TRENCH FKOVIDED THAT THE BOTTOM OF THE WATER LIME 15 AT LEAST 16" ADOVE THE TOP OF TIE SEWER LINE. WHEREVER IMPOSSIBLE TO MAINTAIN. THE W" VERTICAL SEPARATION, THE SEWER LINE SMALL DE CONSTRUCTED TO NORMAL WATER LINE STANDARDS AND PRE55URE TESTED TO 50 P51 FOR 5 MINUTES PRIOR TO DACKFILLING. NO LEAKAGE SHALL M ALLOWED. NTS NOTE- WATER LINE C.RO551NCG5 5EWER5 CROSSING WATER MAINS SHALL DE LAID BENEATH THE WATER IT MAIN WH AT LEAST ICI' OF VERTICAL CLEARANCE BETWEEN THE OU'T51DF OF THE WATER LINE AND THE OUT,}109 OF THE SEWER WHEN 1T 15 IMPOSSIBLE TO MAINTAIN THE IB VERTICAL SEPARATION SEW R 15 CENTERED ABOVE OR ARRANGED 9LLOWTHE ATETHAT ERR LIMLLENGTH ITH THE SEWER JOINT5 AS FAR A5 P05515LE FROM THE WATER JOINTS, 2) THE SEWER PIPE MUST DE CONSTRUCTED TO WATER LINE STANDARDS FOR A MINIMUM 015TANCZ OF 20 FEET EITHER SIDE OF THE CROSSING OR A TOTAL OF THREE PIPE LENGTHS. WHICHEVER IS GREATER; 3) THE SECTION GONSTWI-TED TO WATER MAIN STANDARDS MUST M PKF55LKE TESTED TO MAINTAIN 50 r51 FOR 5 MINUTE5 WITH NO LEAKAGE PRIOR TO DACKF ILLING BEYOND ONE FOOT ABOVE THE PIPE TO A55URE IG WATER THTNESS- 4) WHERE A WATER' MAIN CROSSES UNDER A SEWER ADEQUATE STRUCTUEAL 5l1PFORT SHALL DE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN, CENTER ONE LENGTH OF PIPE OVER SEWER I NEW WATERUNE 1FMIN. NEW SEVIER PIPE (N E LENGTH WATERLINE) 1 NEW WATERLINE CENTER ONE LENGTH OF PIPE UNDER SEWER r,..4 V16_` V d = (fQ T4. Q SEWER / WATER SEPARATION DETAIL FOR GROSS I NGS THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 8477 1-800-225-4977 PRIOR TO ANY EXCAVATION. NTS L'D:iMr"3 �l 11 No Text CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANN24G & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 March 2, 2001 Mark Kane SE Group 156 College Street Burlington, VT 05401 Re: Final Plat Application, 516 Shelburne Road Dear Mr. Kane: Enclosed please find a copy of the Finding of Facts of the Development Review Board meeting on February 20, 2001 (effective date February 23, 2001). Please note the conditions of approval, including that the plans be recorded within 90 days or this approval is null and void. If you have any questions, please give me a call. Sincerely, Sarah MacCallum Associate Planner Enclosures DEVELOPMENT REVIEW BOARD 20 FEBRUARY 2001 Mr. Kane reviewed the plan to relocate the supermarket and to redo the faeade of the current facility. There would also be parking lot reconfigurations with added connections to O'Dell Parkway and additional landscaping. A streetscape element would also be part of the plan. In order to address concerns raised by the DRB, they have revised the elevation for the north end of the building to provide a strong pedestrian and human scale connection to the public street. They meet the requirements for the additional height. Mr. Kane said they have been working with Eric Farrell in conjunction with the other project on the site, specifically on the upgrade of O'Dell Parkway. Acadia will bear part of the cost of that upgrade. A 10 ft. bike path has been incorporated as recommended by the DRB as well as an area for a public plaza. Mr. Kane noted staff had some concern with building mounted lights. Most of these are on the Shelburne Rd. side, and he felt they help to give the area an urban look. Mr. Kane also indicated that he had met with the Planner to discuss the entrance onto O'Dell Parkway. There was concern about alignment with Ben Franklin's access. Moving the access would have caused havoc to the parking layout. Instead, they came up with a plan to move the crosswalk a bit to the west and change the alignment of the curb cut. This makes a big difference. Mr. Dinklage asked for testimony that what has been shown is substantially what will be built. Mr. Kane made that confirn,ution. Mr. Kane indicated they will have to come back with signage specifics. Ms. Quimby moved that the DRB approve Final Plat application #SD-00-04 of Acadia Realty Trust subject to the stipulations in the draft motion. Mr. Boucher seconded. Motion passed unanimously. 6. Site plan application #SP-01-05 of Technology Park Partners to amend a previously approved site plan for a 276,566 sq. ft. building used for: 1) 122,030 sq. ft. of general office use, 2) 35,600 sq. ft. of warehouse use, and 3) 118,936 sq. ft. of light manufacturing use. The amendment consists of utilizing 220 parking spaces of a 1057 space parking area as a private parking facility for Fletcher Allen Health Care employees, 30 Community Drive, and DEVELOPMENT REVIEW BOARD 20 FEBRUARY 2001 Mr. Larkin bond for the road, so there is an assurance that it would be built in Phase II. Mr. Cameron said his concern is not where the road goes but whether it should be built at all. Mr. Frank felt the DRB should wait to see the traffic study before requiring the road. Mr. Dinklage replied that the city's ph^ as of now shows this road, and the DRB has to deal with the plan that is in effect. If the plan changes, the DRB can react to that change. He indicated that the is in applicant can come back with another sketch plan if the city changes its plan for the road. He stressed that the city wants the developer to pay for the road, and requiring it as part of Phase I assures that would happen. Mr. Larkin said he felt they could get the 50 houses approved by the state, but he wasn't sure the state would approve the rest of the units. Mr. Dinklage responded that this is why the city wants the road as part of Phase I. Mr. Dinklage asked the Board for an indication of their preferece. Mr. Cameron moved that based on information on hand, the applicant be required to construct the Old Cross Road connection as part of Phase I of the project. Mr. Farley seconded. Mr. Cameron said he didn't feel the Board was locking something in and that he was willing to hear more information. Mr. Dinklage said if the developer thinks there will be problems building the road in Phase I, there will certainly be prowems in Phase II, and the road might never get built. Mr. Gluck said he didn't understand why the DRB is advocating for this road. Mr. Dinklage explained it is part of the city's official map and has been so for 20 years. It is the city's policy to get a developer to pay for roads. The DRB has the leverage to require that now, and it would be prudent to do so. In the vote that followed, the motion passed 5-1 with Mr. Chamberland voting against. 5. Public Hearing: Final Plat Application #SD-00-04 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of: 1) razing a 75,667 sq. ft. portion of the building, 2) constructing a 65,000 sq. ft. addition resulting in a total square footage of 119,774 sq. ft., and 3) minor boundary adjustments with adjoining properties, 516 Shelburne Rd: JAN-13-2000 12:28 RESOURCE SYSTEMS GRP 802 295 1006 P.02 RESOt1_ SYSTEMS GROITP, INC. 331 01cort Drive Whitc Rivci Ju,T.ction Vermont t&W -9263 MEMORANDUM To. Paul O'Leary 1 From: John Hinckle I Subject: Trip Generati Date: 13 January 2 1.0 INTRODUCTION and Capacity Analysis for the Proposed Gateway Mall In response to the request of C- 'Leary -Burke Civil Associates, Pl.(:, Rtsourt-e Syrfemr Croup has investigated trip generation for the proposed Gateway Mall, a shopping center to replace the Mall 189 shopping center in S°�tth Burlington, Vermont. In addition, we analyzed levels of service (I.OS) for the US 7lSbelhurae Foad Pla:Za/Mall l �Y9 and CIS 7/I lome A.yenue/Odell Parkrvup intersecrions resulting from !hp Gyateway's trip generation. 2.0 TRIP GENERATION Access to the existing Mall 189 and via two additional drivewai Avenue intersection. The prop, future, it is possible that Odell accounted for this potential lint generation at the 2 aforemenbc PM peak hour trip generation trip generation directly from t driveway for three count days calculated the estimated trip g manual.1 YSIS via a main driveway onto US 7 across froth Shelburne Road Pla-.a, onto Odell Thrive.. These driveways lead to US 7 at the Home cd Gateway Mall will also have these three access points. In the irkvway will extend through to Farrell Street. This analysis has not ge, with the result being the concentration of the project's trip col intersections. the existing Mall 1 K) was calculated in two ways. First, we measured Ling niovcmcnt counts at the shopping; center's Shelburne Road July 1999,17 November 1999, and 30 Novcrnber 1.1999). Second we erasion using procedures outlined in the TTE trip generation Table 1 shows the results of th�se counts, along with the occupied leasable area of the shopping; center on the day of the count, tnd the trip generation estimated using; the ITL model For shopping; centers. Ii Tablet: Estimated and Actual PM Peak Now Trlp Generation at Mall 189 f0rSelected Detest Date Occupied Gros Leasable Area Trip Generaton Estimated by 1TE Trip Generation Counted at Shelburne Road Driveway % 0ifterence 7 Ju 1999 72.000 509 290 43% 11 November 1939 42.000 356 226 37% 30 November 1999 421000 356 216 39% i ei' HU2495•1999 1 Institute of Trangx)rtation RnRircrr Trip Generation, 64, Edition, Wwhington DC', 1994. Fax: 802.295• 11X)6 : In C`Ctobrr 1999 the'I'j blaxx ct�icc erved from 'ball 189 t0 the Jhrlburne Zmd !'lass, accounting for the rcdUetiun is wwrv.nginc.com GLJ between rho July and Novolibcr moos. JAN-13-2000 12;29 RESOURCE SYSTEMS GRP 902 295 1006 P.03 Trip Generation and C .1y Analysis }oi Ule Proposed Gatewer Mall I Resource Systems Group, Inc. 13 January 2000 page 2 j l According to this analysis, M 189 generates between 57`'o and 63",'u of the trips estimated by the ITE model for shopping cent s. The foregoing analysis does n t account for the potential trip generation accessing, the site from the Odell Parlay driveways To t ndcrstand the potentid magnitude of this sc,utce of vehicle trips, we estimated trip generation for the uses currently doing business on other properties accessed from Odell Parkway, Tablc 2 lists these businesses and their cstunzted trip generation. I Table 2: Businesses CurrenVy Accesfed via Odeli Parkway, and Estimated PM Peak Hour Trip Generation Business PM Pea Hour Trip Generation Carwash 1 G Ben Franklir/TV Stueio 136 Gas Stations 10 Total 156 The US 7/Home Ave./Odell Parkway intersr.ction was counted un 7 July 1999. For the PM beak hoar, a tetal of 201 vehicles w c counted entering and exiting the Odell Parkway approach. Of these, an estimated 156 vehicle were accessing the businesses listed in Tablc 2. We will assume that the remaining 105 PM peak ho r vehicle trips (261-156=105) were generated by MaL 199. :adjusting the Mall 189 trip generation by the amount estimated for the Odell Parkway driveways yields the results shown in Tab e 3. Table 3: Estimated Trip Generaton 10A1all 189, Accounting for All Driveways Date Occupied GroT Leasable Are I Trip Generation Estimated by ITE Trip Generation at Shelburne Road and Odell % Difference Parkway Drivew s 7 July 1999 72,000 509 290 +105 = 395 23% 11 November 1999 42,000 356 226 + 105 = 331 79io 30 November 1999 42,000 _ 356 216 + 105 = 321 10% These clata suggest that, when Iccounting for the potential trip generating accessing flit site from Odell Parkway, the shopping c ter generates approsimatcly 841"02 of the amount predicted by the M.F. model, This factor can be ipplied to the final GLA estimate of the (;ateWay'N1all (117,304 square feet) to arrive at the PM peak hour estimate of 587 vehicle trips (0.84*7023). The data also suggest chat. 27/n of the site's trip generation uses Odell Parkway. For analyzing future access to the Gateway Mall, we will assume that 30°/o of the MA's trip generation will use Odell 2ark-way. T his amounts to 170 I'M peak hour A,ebcic trips. i The gas 6t2tion ha; 6 Pump-i and hn 0 direct driveway onto Shclbumc Road. We have assunrt•d that a rnirrrnal arnnunt of traffic accesses tine site via Odell Per .7. -' 84% iv a wdghtcd avcr+tg,C of the the a counts, 3 Using the ITE cyuation vieldt, a iota# top generation nf 7021'M Pt 'Jk nUUI VCFIICICa. JPN-13-2000 12:29 RESOURCE SYSTEMS GRP 902 295 1006 P.04 Trip Generation and CG 4 Analycls t}the Proposed OataWe Mal l Y Resaurca Systems Group, Inc. 13 January 2000 Page 3 3.0 LEVEL OF SERVICE ANALYSIS A recent traffic study conducted by Resource Systems Group for the proposed Odell Parkway PUD is the source of the traffic volu -lie information used in this analysis. The Odell Parkway PUD is currently within petnutting in tie City of South Burlington. According to the Odell Parkway PUD traffic study, both intcrsccnon.y currently operate at acceptable levels of service under no build conditions for 2000 and 2005. *15, dais analysis focuses on build conditions only; that is, this analvsis looks at traffic conditirjlns asstuning additional traffic generated by the proposed Gateway h1z11. �I . Two build conditions were ana yzed for each of the year 2000 and year 2005 traffic scenarios. First, build traffic conditions are analOrd assuming that the Odcll Parkway PUD is not constructed Second, build traffic condition arc analyzed assuming that the ( )dell Parkway PUD is constructed_ In the Odell Parkway PUD tea Gc study trip generation from Gateway Mall at US 7/Shell)umc Road /Mad 189 was estimated to be 29 PM peak hour vehicle trips. All of these vehicle trips were concentrated at the site's US 7 iveway. This overestimates by 118 vehicle trips the amount of traffic at the main driveway. Thus, foie, this analysis those traffic volumcs were reduced accordingly. This analysis adds 176 PM peak hour, trips generated by the proposed Gatcway Mall to the Odell Part. -way I d=veways to the site. Thcsc vehicle trips are clistributcd between entering trips (eastbound through and southbound left) and exitir%; trips (westbound through and westbound right). Table 4 shows the final traffic volumcs for die 2000 and 2005 full build scenarios (without traffic from the Odell Parkway PUD) after making the above adjustnients. Table 4: Traffic Volumes for the 20M And 2005 Pull Build Scerurrius Not Including Volumes from the Odell Parkway PUD LT TH FIT LT TH R1 00 FS - US W(HOME/ODELL ES WB NH 36 82 1 298 190 66 62 1384 1420 295 223 47 1 05 FS - US 71HOMEIODELL , EB WB NB Sa 38 82 1 327 1 20 66 62 1511 15 311 226 47 1 1 LT TH R7 Li TH Rl 00 FB - US 7/SRP/MALL 189 EB WE NB SB Ise 124 22 ff17 16 1486 1529 36 157 I 225 05 FS - US 71SRPIMALL 189 EB WE Na SB 178 182 126 1 22 17 23 162Q 1627 247 4 162 1 225 The Levels of Service for the 2 rerate ) and 2005 Full build scenarios :uc shownbelow in Tables 5 and 6. de As shown, bointersections o at acceptable levels of service for both years of analysis. JAN-13-2000 12;30 RESOURCE SYSTEMS GRP 802 295 1006 P.05 Qfa44 Trip Genera4on and C. Analysis NO the Proporwd Gateway Mail Resource Systems Group, Inc. 13 January 2000 Page 4 Table 5: Level d SwWce for the,2000 I Full Build Scenario Not Including Volumes from the Odell Parkway PUD Overall EB WH NB NOT SB SOT US 7Mome Avenue/Odell RrIvel US 7/Shelburne Road PlazalMO 159 820 C24 C24 B20 B19 Bte C23C33D36C21Bt9820 ;2'1] Table 6: Level of Service for the 2005 Full Build Scenario Not Including Volumes from the Odell Parkway PUD Overall EO WB N8 NOT SB SOT US 7/Home AvenuelOdell rive US 7/8helburne Road Plaza/Mall 189 In order. to achieve the projected LOS for the US 7/1Iorne Ave./Odell Pathway intersection, it has been assumed that an additional westbound approach lane would he provided. The ftial westbound approach g eomcuy should conJ ist of an exclusive left turn lane, an exclusive through lane, and an exclusive right turn lane. As previously mentioned, the C�u study area intersections were also analyzed under conditions including the estimated traffic olumes from the proposed Odcll ParkwayPUD. Tablc 7 sho,vs traffic volumes for the 'i ani 2005 full build scenarios, including; the Odell Parkway PUD traffic. D 38 C 23 C 2fi � 33 C 25 D 49 D 49 C 28 iJ 43 D 4a C 28 C 27 G 22 C 23 TWO 7: rraMc Volumes for the 2000 #nd 2005 Full Build Scenarios Including Volumes from the Odell Parkway PUD. Li Tr RT 00 FB - US WHOME/ODELL 00 FS - US 7/SRP/MALL 189 E8 W8 NB Sg E8 WB NB SA 35 207 298 2 69 75 1373 140 294 349 113 1 LT Th RT E 184 160 124 24 17 16 1543 1633 246 36 157 244 05 FO • US 71HOMEIO0ELL EB WB NB S4 1 05 Fa - US EB IT El182 TH RT 247 7/SRP/b1ALL WB 23 4 199 NB 126 1722 162 SB 24 1731 244 LT 37 207 327 26 TH 69 751490 14g8 RT 310 352 113 1 The Levels of Service for the 2 4 and 2005 Cull build scenarios inclucling the Odell Parkway PUD volumes arc shown below u1'f tiles 8 anil 9. As shown, both intersections continue to operate at acceptable levels of service for oth years of analysis. Table 8: Level of Service for the 2000 US 7/Home Avenue/Odell 0 ive US 7/Shelburne Road PlazalMsll 89 Build Scenario Including Volumes from the Odell Parkway PUD Overall EB WO NO NOT S8 SBT C23 C24 D39 C21 C21 818 $19 031 D36 D38 C23 G22 C34 038 JAN-13-2000 12:31 Trip Generation and Ca 13 January 20M RESOURCE (SYSTEMS GRP y Analysis to the Proposed Gateway Mail 802 295 1006 P.06 Resource Systems Group, Inc. page 5 Table 9: Level of Service for the 2005�ull Build Scenario Including Volumes from the Proposed Odell Parkway PUD Overall EB WO NB NBT SO SOT US Nome Avenue/Odell E rive US 7/Shelburna Road PlazafMa! 188 4.0 QUEUING ANALYSIS Table 10 shows the projected 1`rft turn bay storage Icngthsl at the two intersections, and comperes them with the field -measured sjrorage bay lengths. Table 10: 9P ParcenGle Queue Lengths 11 for Left Turns at Study Area Intersections Southbound Left Northbound Lett D40 C23 D43 Q38 C31 D45 D41 D46 D45 D44 D43 D45 D45 D41 US 7/Shelburne Road Plaza/Gateway i+�all 2000 Full Build, Not hc(uding Odell PUD 2000 Full uild, including Welt PUD 2005 Full Boil , Not Induding Odell PUD 2005 Full uild, InGuding Odell PUD US 7/Home AvelOdell Parkway 2000 Full Build, Not Inciuding Odell PUD 2000 Full wild, Including Odell PUD 2005 Foil Bull , Not Including Odell PUD 2005 Full ild, Inciuding Odell PUD Available Storage (ft.) 95 75 86 137 87 137 67 146 8B 146 Southbound Lett Northoound Left Available Storage (IL) 130 80 114 133 127 133 114 136 127 136 For both intcrscctions, the soukhWund left turns bays, which would handle traffic entering; the project site, arc sufficient to 5.0 CONCLUSIONS projected left turning volutne. This analysis suggests that the *sting capacity at the LDS 7/Stitlburnr Road Plaza/Mall 189 and US 7/IIomr. Ave./Odeli l Parkway ntersections is sufficient to handle projected traffic from the proposed expansion of the C;a�eway Mall. This analysis has accounted for the potential c,f adilitiottal traffic generated from t-he proposed Odell Parkway 1'UU, and has accounted for the use of C)de]? Parkway for vehicles gainingac ccss to tl:c Gateway Mall. '!'leis analysis has not assumed any diversion of site -generated traffic to Farr I ll Street with potential estcnsion of Odell Partway. 1n nrdtr to efficiently operate 'nder projected traffic conditions that include traffic from the proposed CGatway Mall and C);ll Parkway PIJll, some additional westbound right, turning capacity t This analy�iti uses the 1C/rb�trr's 95'1a''prtccntur queue 1rnbKh procrdurrs 1"he results indicate that the calculated your lenbab will br rctu�r �,+ l to nrcarer than �thc actual quctic lenAih 95"/o of the time a+idcr dcaipi hr.ur traffic rnnditinna. JAN-13-2000 12:31 hlp Gana tt and Q 13 danwry 2000 RESOURCE SYSTEMS GRP Analpla to Proposod Gateway Mal! 802 295 1006 P.07 Raamm Systarm Group, Inc. pays 6 will be necessary. This analysis I[ias assumed that this capacity is added with a third lane on Odell Parkway at its approach to US . This would create a 3-lane approach: an exclusive left turn lane; an exclusive through lane, and an xclusive right turn lane. However, there is the potential that traffic generated by these projects could use Bacon Street as an alternative way m exit the site t is quite possible. that Bacon Street will handle sufficient westbound right -tutting voluine such that c additional lane at the Odell Parkway approach to US 7 will not be required. We would reco nmen l that plans be made to allow for the efficient construction of the third lane if it is judged to ben •cessary, but that the lane not be built immediately in urdcr to see whether Bacon Strcet can provide this alternative capacity. Under traffic conditions that ' lude the proposed Gateway M211, but do not include the Odell Parkway PUD, the existing; intcrsection geometry is sufficient to maintain acceptable levels of service during design hour condition,. TOTAL P.07 Inter: US 7/Home Ave. Analyst: Brian Grady Date: 9/21/99 E/W St: Home Ave. No. Lanes LGConf ig Volume Lane Width RTOR Vol Eastbound L T R 0 1 1 LT R 35 69 294 11.0 11.0 62 HCS: Signals Release 3.1b City/St: So. Burlington, VT Proj #: 99062 Period: 2000 Design Hour B (pm peak) N/S St: US 7 IGNALIZED INTERSECTION SUMMARY Westbound Northbound Southbound L T R L T R L T R I I I I 1 1 1 L T R 207 75 349 12.0 11.0 11.0 43 1 2 0 L TR 298 1373 113 11.0 11.0 6 Duration 1.00 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 6 EB Left P NB Left P P Thru P Thru P Right P Right P Peds Peds WB Left P SB Left P P Thru P Thru P Right P Right P Peds Peds NB Right EB Right P SB Right WB Right P Green 15.0 10.0 38.0 Yellow 3.0 4.0 4.0 All Red 2.0 2.0 2.0 Cycle Length: 80.0 secs Intersection Performance Summary 1 2 0 L TR 266 1408 16 11.0 11.0 1 7 8 Appr/ Lane Adj Sat Ratios Lane Group Approach Lane Group Flow Rate Grp Capcity (s) v/c g/C Delay LOS Delay LOS Eastbound LT 303 1615 0.34 0.188 31.3 C 23.8 C R 585 1561 0.40 0.375 20.4 C Westbound L 246 1311 0.84 0.188 66.0 E T 344 1837 0.22 0.188 29.0 C 38.8 D R 585 1561 0.52 0.375 22.8 C Northbound L 350 0.85 0.675 21.5 C TR 1624 3418 0.91 0.475 21.1 C 21.2 C Southbound L 350 0.76 0.675 15.0 B TR 1639 3450 0.87 0.475 18.6 B 18.1 B Intersection Delay = 22.5 (sec/veh) Intersection LOS = C VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Appr./ Mvt Flow No. Lane Flow Rate Left Right Movement Volume PHF Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 35 1.00 35 0 Thru 69 1.00 69 1 LT 104 0.34 Right 294 1.00 232 1 R 62 232 Westbound Left 207 1.00 207 1 L 207 Thru 75 1.00 75 1 T 75 Right 349 1.00 306 1 R 43 306 Northbound Left 298 1.00 298 1 L 298 Thru 1373 1.00 1373 2 TR 1480 0.07 Right 113 1.00 107 0 6 Southbound Left 266 1.00 266 1 L 266 Thru 1408 1.00 1408 2 TR 1423 0.01 Right 16 1.00 15 0 1 * Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Lane Sat f f f f f f f f f Group Flow W HV G P BB A LU RT LT Eastbound Sec LT Adj/LT Sat: LT 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 1.000 0.879 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- Westbound Sec LT Adj/LT Sat: L 1900 1.000 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.690 T 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- Northbound Sec LT Adj/LT Sat: 0.095 L 1900 0.967 0.990 1.000 1.000 1.000 1.00 1.00 ---- 0.950 TR 1900 0.967 0.990 1.000 1.000 1.000 1.00 0.95 0.989 1.000 Adj Sat Flow 1615 1561 1311 1837 1561 173 1728 3418 Southbound Sec LT Adj/LT Sat: 0.095 173 L 1900 0.967 0.990 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1728 TR 1900 0.967 0.990 1.000 1.000 1.000 1.00 0.95 0.998 1.000 3450 CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Pri. Sec. Left Thru LT 104 1615 0.06 0.188 303 0.34 Right R 232 1561 0.15 0.375 585 0.40 Westbound Pri. Sec. Left L 207 1311 # 0.16 0.188 246 0.84 Thru T 75 1837 0.04 0.188 344 0.22 Right R 306 1561 0.20 0.375 585 0.52 Northbound Pri. 259 1728 0.15 0.150 259 1.00 Sec. 39 173 0.23 0.525 91 0.43 Left L 298 0.675 350 0.85 Thru TR 1480 3418 # 0.43 0.475 1624 0.91 Right Southbound Pri. 259 1728 # 0.15 0.150 259 1.00 Sec. 7 173 0.04 0.525 91 0.08 Left L 266 0.675 350 0.76 Thru TR 1423 3450 0.41 0.475 1639 0.87 Right Sum (v/s) critical = 0.74 Lost Time/Cycle, L = 17.00 sec Critical v/c(X) 0.94 Appr/ Ratios Unf Lane Del Grp v/c g/C d1 Eastbound LT 0.34 0.188 28.2 R 0.40 0.375 18.4 Westbound L 0.84 0.188 31.4 T 0.22 0.188 27.5 R 0.52 0.375 19.4 Northbound L 0.85 0.675 21.2 TR 0.91 0.475 19.4 Southbound L 0.76 0.675 19.9 TR 0.87 0.475 18.8 _LEVEL OF SERVICE WORKSHEET Prog Lane Incremental Res Lane Group Approach Adj Grp Factor Del Del Fact Cap k d2 d3 Delay LOS Delay LOS 1.000 303 0.50 3.1 0.0 31.3 C 23.8 C 1.000 585 0.50 2.0 0.0 20.4 C 1.000 246 0.50 34.6 0.0 66.0 E 1.000 344 0.50 1.5 0.0 29.0 C 38.8 D 1.000 585 0.50 3.4 0.0 22.8 C 0.354 350 0.50 14.0 0.0 21.5 C 0.803 1624 0.50 5.5 0.0 21.1 C 21.2 C 0.354 350 0.50 8.0 0.0 15.0 B 0.803 1639 0.50 3.6 0.0 18.6 B 18.1 B Intersection Delay = 22.5 (sec/veh) Intersection LOS = C SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts APPROACH Cycle Length, C 80.0 sec Actual Green Time for Lane Group, G Effective Green Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC=V1tC/3600 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g Opposing Queue Ratio: qro=1-Rpo(go/C) gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g gu =g-gq if gq>=gf, =g-gf if gq<gf n=(gq-gf)/2, n>=0 Ptho=1-Plto Pl*=Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12=(1-Ptho**n)/Plto, E12>=1.0 fmin=2(1+Plt)/g or fmin=2(1+P1)/g gdiff=max(gq-gf,0) fm=[gf/g]+[gu/g][l/{1+P1(Ell-1))], (min=fmin;max=1.00) flt=fm=[gf/g]+gdiff[1/{1+Plt(E12-1))] EB WB NB SB 15.0 54.0 54.0 15.00 42.00 42.00 15.0 38.0 38.0 1 1 1 1 2 2 207 298 266 0.34 0.00 0.00 104 1423 1480 5.00 6.00 6.00 4.60 6.62 5.91 2.31 16.64 17.31 1.00 1.33 1.33 0.0 0.0 0.0 0.81 0.37 0.37 0.00 27.41 30.01 15.00 14.59 11.99 0.00 13.71 15.00 0.66 1.00 1.00 1.00 1.00 1.00 1.45 5.33 5.65 1.00 1.00 1.00 0.27 0.10 0.10 0.00 0.00 0.00 0.69 0.10 0.10 +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** fit 0.690 0.095 0.095 For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. PLEMENTAL PERMITTED LT WORKSHEET, for shared lefts APPROACH EB WB Cycle Length, C 80.0 sec Actual Green Time for Lane Group, G 15.0 Effective Green Time for Lane Group, g 15.00 Opposing Effective Green Time, go 15.0 Number of Lanes in Lane Group, N 1 Number of Opposing Lanes, No 1 Adjusted Left -Turn Flow Rate, Vlt 35 Proportion of Left Turns in Lane Group, Plt 0.34 Proportion of Left Turns in Opposing Flow, Plto 0.00 Adjusted Opposing Flow Rate, Vo 75 Lost Time for Lane Group, tl 5.00 Left Turns per Cycle: LTC=V1tC/3600 0.78 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo 1.67 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g 2.2 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.81 gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g 0.00 gu =g-gq if gq>=gf, =g-gf if gq<gf 12.82 n=(gq-gf)/2, n>=0 0.00 Ptho=1-Plto 1.00 Pl*=Plt[l+{(N-1)g/(gf+gu/Ell+4.24))) 0.34 Ell (Figure 9-7) 1.49 E12=(1-Ptho**n)/Plto, E12>=1.0 1.00 fmin=2(1+Plt)/g or fmin=2(1+P1)/g 0.18 gdiff=max(gq-gf,0) 0.00 fm=[gf/g]+[gu/g][1/{l+P1(Ell-1)}1, (min=fmin;max=1.00) 0.88 flt=fm=[gf/g]+gdiff[1/{1+Plt(E12-1)1] +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** flt Primary 0.879 For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v 298 266 v/c ratio from Capacity Worksheet, X 0.43 0.08 Primary phase effective green, g 42.00 42.00 Secondary phase effective green, gq 27.41 30.01 (From Supplemental Permitted LT Worksheet), gu 14.59 11.99 Cycle length, C 80.0 Red=(C-g-gq-gu), r 26.0 26.0 Arrivals: v/(3600(max(X,1.0))), qa 0.08 0.07 Primary ph. departures: s/3600, sp 0.480 0.480 Secondary ph. departures: s(gq+gu)/(gu*3600), ss 0.14 0.17 XPerm 1.72 1.54 XProt 0.55 0.49 XCase 3 3 Queue at beginning of green arrow, Qa 3.61 3.01 Queue at beginning of unsaturated green, Qu 2.27 2.22 Residual queue, Qr 1.46 1.09 Uniform Delay, d1 21.2 19.9 DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds d1 sec u Q veh d3 sec d sec Eastbound Westbound Northbound Southbound Intersection Delay 22.5 sec/veh Intersection LOS C RROR MESSAGES No errors to report. HCS: Signals Release 3.1b Inter: City/St: So. Burlington, VT Analyst: Brian Grady Proj #: 99062 Date: 9/22/99 Period: 2000 Design Hour B (pm peak) E/W St: Mall 189 N/S St: US 7 No. Lanes LGConfig Volume Lane Width RTOR Vol SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R I L T R I L T R I L T R 1 1 1 1 1 1 1 2 1 1 2 1 L T R L T R I L T R I L T R 194 17 246 1160 16 36 1124 1543 157 124 1633 244 11.0 10.0 11.0 111.0 10.0 11.0 110.0 10.0 11.0 110.0 10.0 11.0 50 1 0 1 25 1 25 Duration 1.00 Phase Combination 1 EB Left P Thru P Right P Peds WB Left P Thru P Right P Peds NB Right SB Right Green 15.0 Yellow 3.0 All Red 2.0 Area Type: All other areas Signal Operations 2 3 4 5 NB Left P Thru Right Peds SB Left P Thru Right Peds EB Right P WB Right P 8.0 4.0 2.0 Cycle Length: 80.0 secs Intersection Performance Summary_ Appr/ Lane Adj Sat Ratios Lane Group Lane Group Flow Rate Grp Capcity (s) v/c g/C Delay LOS Eastbound L 257 1372 0.75 T 332 1773 0.05 R 546 1561 0.36 Westbound L 257 1371 0.62 T 332 1773 0.05 R 546 1561 0.07 Northbound L 165 1652 0.75 T 1652 3303 0.93 R 766 1531 0.17 Southbound L 165 1652 0.15 T 1652 3303 0.99 R 766 1531 0.29 Intersection Delay = 30.9 I. 40.0 4.0 2.0 7 8 Approach Delay LOS 0.188 51.4 D 0.188 27.0 C 35.8 D 0.350 21.2 C 0.188 41.3 D 0.188 26.9 C 36.1 D 0.350 17.5 B 0.100 54.7 D 0.500 21.7 C 23.0 C 0.500 8.6 A 0.100 37.3 D 0.500 37.6 D 34.3 C 0.500 9.4 A (sec/veh) Intersection LOS = C Brian Grady Resource Systems Group Phone: E-Mail. HCS: Signals Release 3.1b Fax: OPERATIONAL ANALYSIS Intersection: City/State: So. Burlington, VT Analyst: Brian Grady Project No: 99062 Time Period Analyzed: 2000 Design Hour B (pm peak) Date: 9/22/99 East/West Street Name: Mall 189 North/South Street Name: US 7 Volume PHF PK 15 Vol Hi Ln Vol % Grade Ideal Sat ParkExist NumPark % Heavy Veh No. Lanes LGConfig Lane Width RTOR Vol Adj Flow %InSharedLn Prop Turns NumPeds NumBus Duration Eastbound L T R 194 17 246 1.00 1.00 1.00 49 5 62 0 1900 1900 1900 0 0 0 1 1 1 L T R 11.0 10.0 11.0 50 194 17 196 0 0 1.00 VOLUME DAT. Westbound L T R 160 16 36 1.00 1.00 1.00 40 4 9 0 1900 1900 1900 0 0 1 1 1 L T R 1.0 10.0 11.0 0 60 16 36 I Northbound L T R 124 1543 157 1.00 1.00 1.00 31 386 40 0 1900 1900 1900 2 2 2 1 2 1 L T R 10.0 10.0 11.0 25 124 1543 132 0 1 0 1 0 10 0 0 10 Area Type: All other areas 0 0 0 Southbound L T R 24 1633 244 1.00 1.00 1.00 6 409 61 0 1900 1900 1900 2 2 2 1 2 1 L T R 10.0 10.0 11.0 25 24 1633 219 0 0 0 0 Eastbound L T R OPERATING PARAMETERS Westbound Northbound Southbound Init Unmet 10.0 0.0 0.0 10.0 0.0 0.0 10.0 0.0 0.0 10.0 0.0 0.0 Arriv. TypeJ3 3 3 13 3 3 14 4 4 14 4 4 Unit Ext. 13.0 3.0 3.0 13.0 3.0 3.0 13.0 3.0 3.0 13.0 3.0 3.0 I Factor 1 1.000 1 1.000 1 0.500 1 0.500 Lost Time 12.0 2.0 2.0 12.0 2.0 2.0 12.0 2.0 2.0 12.0 2.0 2.0 Ext of g 12.0 2.0 2.0 12.0 2.0 2.0 12.0 2.0 2.0 12.0 2.0 2.0 Ped Min g 1 0.0 1 0.0 1 0.0 1 0.0 PHASE DATA Phase Combination 1 2 3 4 5 6 7 8 EB Left P NB Left P Thru P Thru P Right P Right P Peds Peds WB Left P SB Left P Thru P Thru P Right P Right P Peds Peds NB Right EB Right P SB Right WB Right P Green 15.0 8.0 40.0 Yellow 3.0 4.0 4.0 All Red 2.0 2.0 2.0 Cycle Length: 80.0 secs Appr./ Mvt Movement Volume PHF VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Flow No. Lane Flow Rate Left Right Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 194 1.00 194 1 L 194 Thru 17 1.00 17 1 T 17 Right 246 1.00 196 1 R 50 196 Westbound Left 160 1.00 160 1 L 160 Thru 16 1.00 16 1 T 16 Right 36 1.00 36 1 R 0 36 Northbound Left 124 1.00 124 1 L 124 Thru 1543 1.00 1543 2 T 1543 Right 157 1.00 132 1 R 25 132 Southbound Left 24 1.00 24 1 L 24 Thru 1633 1.00 1633 2 T 1633 Right 244 1.00 219 1 R 25 219 * Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat f f f f f f f f f Sat Group Flow W HV G P BB A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: L 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.747 1372 T 1900 0.933 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1773 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 1561 Westbound Sec LT Adj/LT Sat: L 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.746 1371 T 1900 0.933 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1773 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1561 Northbound Sec LT Adj/LT Sat: L 1900 0.933 0.980 1.000 1.000 1.000 1.00 1.00 0.950 1652 T 1900 0.933 0.980 1.000 1.000 1.000 1.00 0.95 1.000 1.000 3303 R 1900 0.967 0.980 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1531 Southbound Sec LT Adj/LT Sat: L 1900 0.933 0.980 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1652 T 1900 0.933 0.980 1.000 1.000 1.000 1.00 0.95 1.000 1.000 3303 R 1900 0.967 0.980 1.000 1.000 1.000 1.00 1.00 0.850 1531 CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Green --Lane Group-- Appr/ Lane Flow Rate Flow Rate Ratio Ratio Capacity v/c Mvmt Group (v) (s) (v/s) (g/C) (c) Ratio Eastbound Pri. Sec. Left L 194 1372 # 0.14 0.188 257 0.75 Thru T 17 1773 0.01 0.188 332 0.05 Right R 196 1561 0.13 0.350 546 0.36 Westbound Pri. Sec. Left L 160 1371 0.12 0.188 257 0.62 Thru T 16 1773 0.01 0.188 332 0.05 Right R 36 1561 0.02 0.350 546 0.07 Northbound Pri. Sec. Left L 124 1652 # 0.08 0.100 165 0.75 Thru T 1543 3303 0.47 0.500 1652 0.93 Right R 132 1531 0.09 0.500 766 0.17 Southbound Pri. Sec. Left L 24 1652 0.01 0.100 165 0.15 Thru T 1633 3303 # 0.49 0.500 1652 0.99 Right R 219 1531 0.14 0.500 766 0.29 Sum (v/s) critical = 0.71 Lost Time/Cycle, L = 17.00 sec Critical v/c(X) = 0.90 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C d1 Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 0.75 0.188 30.8 1.000 257 0.50 20.6 0.0 51.4 D T 0.05 0.188 26.7 1.000 332 0.50 0.3 0.0 27.0 C 35.8 D R 0.36 0.350 19.3 1.000 546 0.50 1.8 0.0 21.2 C Westbound L 0.62 0.188 29.9 1.000 257 0.50 11.4 0.0 41.3 D T 0.05 0.188 26.6 1.000 332 0.50 0.3 0.0 26.9 C 36.1 D R 0.07 0.350 17.3 1.000 546 0.50 0.2 0.0 17.5 B Northbound L 0.75 0.100 35.0 1.107 165 0.50 15.9 0.0 54.7 D T 0.93 0.500 18.8 0.767 1652 0.50 7.3 0.0 21.7 C 23.0 C R 0.17 0.500 10.9 0.767 766 0.50 0.2 0.0 8.6 A Southbound L 0.15 0.100 32.9 1.107 165 0.50 0.9 0.0 37.3 D T 0.99 0.500 19.8 0.767 1652 0.50 22.5 0.0 37.6 D 34.3 C R 0.29 0.500 11.7 0.767 766 0.50 0.5 0.0 9.4 A Intersection Delay = 30.9 (sec/veh) Intersection LOS = C E SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts APPROACH EB WB NB Cycle Length, C 80.0 sec Actual Green Time for Lane Group, G 15.0 15.0 Effective Green Time for Lane Group, g 15.00 15.00 Opposing Effective Green Time, go 15.0 15.0 Number of Lanes in Lane Group, N 1 1 Number of Opposing Lanes, No 1 1 Adjusted Left -Turn Flow Rate, Vlt 194 160 Proportion of Left Turns in Opposing Flow, Plto 0.00 0.00 Adjusted Opposing Flow Rate, Vo 16 17 Lost Time for Lane Group, tl 5.00 5.00 Left Turns per Cycle: LTC=V1tC/3600 4.31 3.56 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo 0.36 0.38 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 1.00 gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g 0.0 0.0 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.81 0.81 gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g 0.00 0.00 gu =g-gq if gq>=gf, =g-gf if gq<gf 15.00 15.00 n=(gq-gf)/2, n>=0 0.00 0.00 Ptho=1-Plto 1.00 1.00 Pl*=Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) 1.00 1.00 Ell (Figure 9-7) 1.34 1.34 E12=(1-Ptho**n)/Plto, E12>=1.0 1.00 1.00 fmin=2(1+Plt)/g or fmin=2(1+Pi)/g 0.27 0.27 gdiff=max(gq-gf,0) 0.00 0.00 fm=[gf/g]+[gu/g][l/{1+P1(Ell-1)}], (min=fmin;max=1.00) 0.75 0.75 flt=fm=[gf/g]+gdiff[1/{1+Plt(E12-1)}] +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** fit 0.747 0.746 For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>1, then assume de -facto SB left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL PERMITTED LT WORKSHEET for shared lefts APPROACH EB WB NB SB Cycle Length, C 80.0 sec Actual Green Time for Lane Group, G Effective Green Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group, Plt Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC=V1tC/3600 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g Opposing Queue Ratio: qro=1-Rpo(go/C) gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g gu =g-gq if gq>=gf, =g-gf if gq<gf n=(gq-gf)/2, n>=0 Ptho=1-Plto Pl*=Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12=(1-Ptho**n)/Plto, E12>=1.0 fmin=2(1+Plt)/g or fmin=2(1+P1)/g gdiff=max(gq-gf,0) fm=[gf/g]+[gu/g][1/{1+P1(Ell-1)}], (min=fmin;max=1.00) flt=fm=[gf/g]+gdiff[1/{1+Plt(E12-1)}] +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** flt Primary For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, gq (From Supplemental Permitted LT Worksheet), gu Cycle length, C 80.0 Red=(C-g-gq-gu), r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(gq+gu)/(gu*3600), ss XPerm XProt XCase Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, d1 DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds d1 sec u Q veh d3 sec d sec Eastbound Westbound Northbound Southbound Intersection Delay 30.9 sec/veh Intersection LOS C ERROR MESSAGES No errors to report. HCS: Signals Release 3.1b Inter: Analyst: Brian Grady Date: 9/22/99 E/W St: Mall 189 No. Lanes LGConf ig Volume Lane Width RTOR Vol Eastbound L T R 1 1 1 L T R 194 17 247 11.0 10.0 11.0 50 City/St: So. Burlington, VT Proj #: 99062 Period: 2000 Design Hour B (pm peak) N/S St: US 7 IGNALIZED INTERSECTION SUMMARY, Westbound Northbound L T R I L T R 1 1 1 L T R 182 23 4 11.0 10.0 11.0 0 1 2 1 L T R 126 1722 162 10.0 10.0 11.0 25 Duration 1.00 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 EB Left P NB Left Thru P Thru Right P Right Peds Peds WB Left P SB Left P Thru P Thru P Right P Right P Peds Peds NB Right EB Right SB Right WB Right P Green 18.0 9.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs Intersection Performance Summary_ Appr/ Lane Adj Sat Ratios Lane Group Lane Group Flow Rate Grp Capcity (s) v/c g/C Delay LOS Eastbound L 273 1363 0.71 T 355 1773 0.05 R 312 1561 0.63 Westbound L 274 1371 0.66 T 355 1773 0.06 R 555 1561 0.01 Northbound L 165 1652 0.76 T 1725 3303 1.00 R 800 1531 0.17 Southbound L 165 1652 0.14 T 1725 3303 1.00 R 800 1531 0.27 Intersection Delay = 46.0 Southbound L T R 1 2 1 L T R 23 1731 244 10.0 10.0 11.0 25 6 7 P P P P P I 33.0 9.0 3.0 4.0 2.0 2.0 Approach Delay LOS 0.200 49.3 D 0.200 29.3 C 45.3 D 0.200 42.7 D 0.200 45.9 D 0.200 29.5 C 43.6 D 0.356 18.8 B 0.100 60.6 E 0.522 44.8 D 43.3 D 0.522 8.5 A 0.100 41.8 D 0.522 49.7 D 45.1 D 0.522 9.2 A (sec/veh) Intersection LOS = D Appr./ Mvt Movement Volume PHF VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Flow No. Lane Flow Rate Left Right Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 194 1.00 194 1 L 194 Thru 17 1.00 17 1 T 17 Right 247 1.00 197 1 R 50 197 Westbound Left 182 1.00 182 1 L 182 Thru 23 1.00 23 1 T 23 Right 4 1.00 4 1 R 0 4 Northbound Left 126 1.00 126 1 L 126 Thru 1722 1.00 1722 2 T 1722 Right 162 1.00 137 1 R 25 137 Southbound Left 23 1.00 23 1 L 23 Thru 1731 1.00 1731 2 T 1731 Right 244 1.00 219 1 R 25 219 * Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat f f f f f f f f f Sat Group Flow W HV G P BB A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: L 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.742 1363 T 1900 0.933 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1773 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1561 Westbound Sec LT Adj/LT Sat: L 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.746 1371 T 1900 0.933 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1773 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1561 Northbound Sec LT Adj/LT Sat: L 1900 0.933 0.980 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1652 T 1900 0.933 0.980 1.000 1.000 1.000 1.00 0.95 1.000 1.000 3303 R 1900 0.967 0.980 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1531 Southbound Sec LT Adj/LT Sat: L 1900 0.933 0.980 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1652 T 1900 0.933 0.980 1.000 1.000 1.000 1.00 0.95 1.000 1.000 3303 R 1900 0.967 0.980 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1531 Appr/ Lane Mvmt Group CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Green --Lane Group -- Flow Rate Flow Rate Ratio Ratio Capacity v/c (v) (s) (v/s) (g/C) (c) Ratio Eastbound Pri. Sec. Left L 194 1363 # 0.14 0.200 273 0.71 Thru T 17 1773 0.01 0.200 355 0.05 Right R 197 1561 0.13 0.200 312 0.63 Westbound Pri. Sec. Left L 182 1371 0.13 0.200 274 0.66 Thru T 23 1773 0.01 0.200 355 0.06 Right R 4 1561 0.00 0.356 555 0.01 Northbound Pri. Sec. Left L 126 1652 # 0.08 0.100 165 0.76 Thru T 1722 3303 0.52 0.522 1725 1.00 Right R 137 1531 0.09 0.522 800 0.17 Southbound Pri. Sec. Left L 23 1652 0.01 0.100 165 0.14 Thru T 1731 3303 # 0.52 0.522 1725 1.00 Right R 219 1531 0.14 0.522 800 0.27 Sum (v/s) critical = 0.74 Lost Time/Cycle, L = 16.00 sec Critical v/c(X) = 0.90 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C d1 Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound L 0.71 0.200 33.6 1.000 273 0.50 15.7 0.0 49.3 D T 0.05 0.200 29.1 1.000 355 0.50 0.3 0.0 29.3 C 45.3 D R 0.63 0.200 33.0 1.000 312 0.50 9.7 0.0 42.7 D Westbound L 0.66 0.200 33.2 1.000 274 0.50 12.7 0.0 45.9 D T 0.06 0.200 29.2 1.000 355 0.50 0.4 0.0 29.5 C 43.6 D R 0.01 0.356 18.7 1.000 555 0.50 0.0 0.0 18.8 B Northbound L 0.76 0.100 39.5 1.107 165 0.50 16.9 0.0 60.6 E T 1.00 0.522 21.5 0.731 1725 0.50 29.1 0.0 44.8 D 43.3 D R 0.17 0.522 11.3 0.731 800 0.50 0.2 0.0 8.5 A Southbound L 0.14 0.100 37.0 1.107 165 0.50 0.9 0.0 41.8 D T 1.00 0.522 21.5 0.731 1725 0.50 34.0 0.0 49.7 D 45.1 D R 0.27 0.522 12.0 0.731 800 0.50 0.4 0.0 9.2 A Intersection Delay = 46.0 (sec/veh) Intersection LOS = D SUPPLEMENTAL PERMITTED LT WORKSHEET, for exclusive lefts APPROACH EB WB NB Cycle Length, C 90.0 sec Actual Green Time for Lane Group, G 18.0 18.0 Effective Green Time for Lane Group, g 18.00 18.00 Opposing Effective Green Time, go 18.0 18.0 Number of Lanes in Lane Group, N 1 1 Number of Opposing Lanes, No 1 1 Adjusted Left -Turn Flow Rate, Vlt 194 182 Proportion of Left Turns in Opposing Flow, Plto 0.00 0.00 Adjusted Opposing Flow Rate, Vo 23 17 Lost Time for Lane Group, tl 5.00 5.00 Left Turns per Cycle: LTC=V1tC/3600 4.85 4.55 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo 0.57 0.43 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 1.00 gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g 0.0 0.0 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.80 0.80 gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g 0.00 0.00 gu =g-gq if gq>=gf, =g-gf if gq<gf 18.00 18.00 n=(gq-gf)/2, n>=0 0.00 0.00 Ptho=1-Plto 1.00 1.00 Pl*=Plt[l+{(N-1)g/(gf+gu/Ell+4.24))) 1.00 1.00 Ell (Figure 9-7) 1.35 1.34 E12=(1-Ptho**n)/Plto, E12>=1.0 1.00 1.00 fmin=2(1+Plt)/g or fmin=2(1+P1)/g 0.22 0.22 gdiff=max(gq-gf,0) 0.00 0.00 fm=[gf/g]+[gu/g][1/{1+P1(Ell-1)}], (min=fmin;max=1.00) 0.74 0.75 flt=fm=[gf/g]+gdiff[1/{1+Plt(E12-1)}] +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** fit 0.742 0.746 For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>l, then assume de -facto SB left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL PERMITTED LT WORKSHEET for shared lefts APPROACH EB WB NB SB Cycle Length, C 90.0 sec Actual Green Time for Lane Group, G Effective Green Time for Lane Group, g Opposing Effective Green Time, go Number of Lanes in Lane Group, N Number of Opposing Lanes, No Adjusted Left -Turn Flow Rate, Vlt Proportion of Left Turns in Lane Group, Plt Proportion of Left Turns in Opposing Flow, Plto Adjusted Opposing Flow Rate, Vo Lost Time for Lane Group, tl Left Turns per Cycle: LTC=V1tC/3600 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g Opposing Queue Ratio: qro=1-Rpo(go/C) gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g gu =g-gq if gq>=gf, =g-gf if gq<gf n=(gq-gf)/2, n>=0 Ptho=1-Plto Pl*=Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) Ell (Figure 9-7) E12=(1-Ptho**n)/Plto, E12>=1.0 fmin=2(1+Plt)/g or fmin=2(1+P1)/g gdiff=max(gq-gf,0) fm=[gf/g]+[gu/g][l/{1+P1(Ell-1)}], (min=fmin;max=1.00) flt=fm=[gf/g]+gdiff[1/{l+Plt(E12-1)}] +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** flt Primary For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, gq (From Supplemental Permitted LT Worksheet), gu Cycle length, C 90.0 Red=(C-g-gq-gu), r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(gq+gu)/(gu*3600), ss XPerm XProt XCase Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, d1 DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Appr/ Unmet Unmet Lane Demand Demand Group Q veh t hrs. Eastbound Westbound Northbound Southbound Uniform Delay Unadj. Adj. ds d1 sec Initial Final Queue Unmet Param. Demand u Q veh Initial Lane Queue Group Delay Delay d3 sec d sec Intersection Delay 46.0 sec/veh Intersection LOS D R MESSAGES No errors to report. HCS: Signals Release 3.1b Inter: US 7/Home Ave. City/St: So. Burlington, VT Analyst: Brian Grady Proj #: 99062 Date: 9/21/99 Period: '05 Design Hr BNCP (pm peak) E/W St: Home Ave. N/S St: US 7 SIGNALIZED INTERSECTION SUMMARY Eastbound Westbound Northbound Southbound L T R I L T R I L T R I L T R I No. Lanes 1 0 1 1 1 1 1 1 1 2 0 1 2 0 LGConfig I LT R I L T R I L TR L TR Volume 137 69 310 1207 75 352 1327 1490 113 1268 1488 17 1 Lane Width 11.0 11.0 111.0 11.0 11.0 111.0 11.0 111.0 11.0 RTOR Vol 60 1 50 1 25 1 0 I Duration 1.00 Area Type: All other areas Signal Operations Phase Combination 1 2 3 4 5 EB Left P NB Left Thru P Thru Right P Right Peds Peds WB Left P SB Left P Thru P Thru P Right P I Right P Peds Peds NB Right EB Right SB Right WB Right P Green 17.0 15.0 Yellow 3.0 3.0 All Red 2.0 2.0 Cycle Length: 90.0 secs Intersection Performance Summary_ Appr/ Lane Adj Sat Ratios Lane Group Lane Group Flow Rate Grp Capcity (s) v/c g/C Delay LOS Eastbound 6 7 P P P P P s 20.0 18.0 3.0 3.0 2.0 2.0 Approach Delay LOS LT 303 1606 0.35 0.189 34.9 C 56.6 E R 295 1561 0.85 0.189 65.8 E Westbound L 239 1265 0.87 0.189 77.0 E T 347 1837 0.22 0.189 32.3 C 42.7 D R 642 1561 0.47 0.411 21.8 C Northbound L 346 1728 0.95 0.200 70.9 E TR 1637 3426 0.96 0.478 30.5 C 37.5 D Southbound L 288 1728 0.93 0.167 72.8 E TR 1533 3449 0.98 0.444 40.5 D 45.4 D Intersection Delay = 42.6 (sec/veh) Intersection LOS = D 101 HCS: Signals Release 3.1b Brian Grady Resource Systems Group Phone: Fax: E-Mail. OPERATIONAL ANALYSIS Intersection: US 7/Home Ave. City/State: So. Burlington, VT Analyst: Brian Grady Project No: 99062 Time Period Analyzed: '05 Design Hr BNCP (pm peak) Date: 9/21/99 East/West Street Name: Home Ave. North/South Street Name: US 7 Volume PHF PK 15 Vol Hi Ln Vol % Grade Ideal Sat ParkExist NumPark % Heavy Veh. No. Lanes LGConfig Lane Width RTOR Vol Adj Flow %InSharedLni Prop Turns NumPeds NumBus Eastbound L T R 37 69 310 1.00 1.00 1.00 10 18 78 0 1900 1900 0 0 0 0 1 1 LT R 11.0 11.0 60 106 250 0.35 0 0 0 VOLUME DAT. Westbound L T R 207 75 352 1.00 1.00 1.00 52 19 88 0 1900 1900 1900 0 0 0 1 1 1 L T R 11.0 11.0 11.0 50 207 75 302 0 0 0 0 Northbound L T R 327 1490 113 1.00 1.00 1.00 82 373 29 0 1900 1900 1 1 1 1 2 0 L TR 11.0 11.0 25 327 1578 0.06 0 0 0 Duration 1.00 Area Type: All other areas Southbound L T R 268 1488 17 1.00 1.00 1.00 67 372 5 0 1900 1900 1 1 1 1 2 0 L TR 11.0 11.0 0 268 1505 0 0 0.01 0 Eastbound L T R Init Unmet 0.0 0.0 Arriv. Type 3 3 Unit Ext. 3.0 3.0 I Factor 1.000 Lost Time 2.0 2.0 Ext of g 2.0 2.0 Ped Min g 0.0 Phase Combination 1 2 EB Left P Thru P Right P Peds WB Left P Thru P Right P Peds NB Right SB Right Green 17.0 Yellow 3.0 All Red 2.0 Cycle Length: 90.0 secs i OPERATING PARAMETERS Westbound Northbound L T R L T R .0 0.0 0.0 10.0 0.0 3 3 14 4 .0 3.0 3.0 13.0 3.0 1.000 1 0.500 .0 2.0 2.0 12.0 2.0 .0 2.0 2.0 12.0 2.0 0.0 0.0 PHASE DATA 3 4 1 5 Southbound L T R 0.0 0.0 4 4 3.0 3.0 0.500 2.0 2.0 2.0 2.0 0.0 6 7 8 NB Left P Thru P P Right P P Peds SB Left P Thru P P Right P P Peds EB Right WB Right P 15.0 20.0 18.0 3.0 3.0 3.0 2.0 2.0 2.0 Appr./ Mvt Movement Volume PHF VOLUME ADJUSTMENT WORKSHEET Adjusted Prop. Prop. Flow No. Lane Flow Rate Left Right Rate Lanes Group RTOR In Lane Grp Turns Turns Eastbound Left 37 1.00 37 0 Thru 69 1.00 69 1 LT 106 0.35 Right 310 1.00 250 1 R 60 250 Westbound Left 207 1.00 207 1 L 207 Thru 75 1.00 75 1 T 75 Right 352 1.00 302 1 R 50 302 Northbound Left 327 1.00 327 1 L 327 Thru 1490 1.00 1490 2 TR 1578 0.06 Right 113 1.00 88 0 25 Southbound Left 268 1.00 268 1 L 268 Thru 1488 1.00 1488 2 TR 1505 0.01 Right 17 1.00 17 0 0 * Value entered by user. SATURATION FLOW ADJUSTMENT WORKSHEET Appr/ Ideal Adj Lane Sat f f f f f f f f f Sat Group Flow W HV G P BB A LU RT LT Flow Eastbound Sec LT Adj/LT Sat: LT 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 1.000 0.874 1606 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1561 Westbound Sec LT Adj/LT Sat: L 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 ---- 0.689 1265 T 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 1.000 1.000 1837 R 1900 0.967 1.000 1.000 1.000 1.000 1.00 1.00 0.850 ---- 1561 Northbound Sec LT Adj/LT Sat: L 1900 0.967 0.990 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1728 TR 1900 0.967 0.990 1.000 1.000 1.000 1.00 0.95 0.992 1.000 3426 Southbound Sec LT Adj/LT Sat: L 1900 0.967 0.990 1.000 1.000 1.000 1.00 1.00 ---- 0.950 1728 TR 1900 0.967 0.990 1.000 1.000 1.000 1.00 0.95 0.998 1.000 3449 Appr/ Lane Mvmt Group CAPACITY ANALYSIS WORKSHEET Adj Adj Sat Flow Green --Lane Group -- Flow Rate Flow Rate Ratio Ratio Capacity v/c (v) (s) (v/s) (g/C) (c) Ratio Eastbound Pri. Sec. Left Thru LT 106 1606 0.07 0.189 303 0.35 Right R 250 1561 0.16 0.189 295 0.85 Westbound Pri. Sec. Left L 207 1265 # 0.16 0.189 239 0.87 Thru T 75 1837 0.04 0.189 347 0.22 Right R 302 1561 0.19 0.411 642 0.4/ Northbound Pri. Sec. Left L 327 1728 # 0.19 0.200 346 0.95 Thru TR 1578 3426 0.46 0.478 1637 0.96 Right Southbound Pri. Sec. Left L 268 1728 0.16 0.167 288 0.93 Thru TR 1505 3449 # 0.44 0.444 1533 0.98 Right Sum (v/s) critical = 0.79 Lost Time/Cycle, L = 15.00 sec Critical v/c(X) = 0.95 LEVEL OF SERVICE WORKSHEET Appr/ Ratios Unf Prog Lane Incremental Res Lane Group Approach Lane Del Adj Grp Factor Del Del Grp v/c g/C d1 Fact Cap k d2 d3 Delay LOS Delay LOS Eastbound LT 0.35 0.189 31.7 1.000 303 0.50 3.2 0.0 34.9 C 56.6 E R 0.85 0.189 35.2 1.000 295 0.50 30.5 0.0 65.8 E Westbound L 0.87 0.189 35.4 1.000 239 0.50 41.6 0.0 77.0 E T 0.22 0.189 30.9 1.000 347 0.50 1.4 0.0 32.3 C 42.7 D R 0.47 0.411 19.3 1.000 642 0.50 2.5 0.0 21.8 C Northbound L 0.95 0.200 35.5 1.054 346 0.50 33.4 0.0 70.9 E TR 0.96 0.478 22.7 0.799 1637 0.50 12.4 0.0 30.5 C 37.5 D Southbound L 0.93 0.167 37.0 1.073 288 0.50 33.1 0.0 72.8 E TR 0.98 0.444 24.6 0.843 1533 0.50 19.7 0.0 40.5 D 45.4 D Intersection Delay = 42.6 (sec/veh) Intersection LOS = D SUPPLEMENTAL PERMITTED LT WORKSHEET for exclusive lefts APPROACH EB WB Cycle Length, C 90.0 sec Actual Green Time for Lane Group, G 17.0 Effective Green Time for Lane Group, g 17.00 Opposing Effective Green Time, go 17.0 Number of Lanes in Lane Group, N 1 Number of Opposing Lanes, No 1 Adjusted Left -Turn Flow Rate, Vlt 207 Proportion of Left Turns in Opposing Flow, Plto 0.35 Adjusted Opposing Flow Rate, Vo 106 Lost Time for Lane Group, tl 5.00 Left Turns per Cycle: LTC=V1tC/3600 5.18 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo 2.65 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g 0.0 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.81 gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g 0.00 gu =g-gq if gq>=gf, =g-gf if gq<gf 17.00 n=(gq-gf)/2, n>=0 0.00 Ptho=1-Plto 0.65 Pl*=Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) 1.00 Ell (Figure 9-7) 1.45 E12=(1-Ptho**n)/Plto, E12>=1.0 1.00 fmin=2(1+Plt)/g or fmin=2(1+P1)/g 0.24 gdiff=max(gq-gf,0) 0.00 fm=[gf/g]+[gu/g][1/{1+P1(Ell-1)}], (min=fmin;max=1.00) 0.69 flt=fm=[gf/g]+gdiff[1/{1+Plt(E12-1)}] +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** fit 0.689 For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>l, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. PLEMENTAL PERMITTED LT WORKSHEET for shared lefts APPROACH EB Cycle Length, C 90.0 sec Actual Green Time for Lane Group, G 17.0 Effective Green Time for Lane Group, g 17.00 Opposing Effective Green Time, go 17.0 Number of Lanes in Lane Group, N 1 Number of Opposing Lanes, No 1 Adjusted Left -Turn Flow Rate, Vlt 37 Proportion of Left Turns in Lane Group, Plt 0.35 Proportion of Left Turns in Opposing Flow, Plto 0.00 Adjusted Opposing Flow Rate, Vo 75 Lost Time for Lane Group, tl 5.00 Left Turns per Cycle: LTC=V1tC/3600 0.93 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600fluo 1.88 Opposing Platoon Ratio, Rpo (Table 9-2 or Eqn 9-7) 1.00 gf=[Gexp(- a * (LTC ** b))]-tl, gf<=g 2.4 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.81 gq=(4.943Volc**0.762)(gro**1.061)-tl, gq<=g 0.00 gu =g-gq if gq>=gf, =g-gf if gq<gf 14.62 n=(gq-gf)/2, n>=0 0.00 Ptho=1-Plto 1.00 Pl*=Plt[1+{(N-1)g/(gf+gu/Ell+4.24))) 0.35 Ell (Figure 9-7) 1.49 E12=(1-Ptho**n)/Plto, E12>=1.0 1.00 fmin=2(1+Plt)/g or fmin=2(1+P1)/g 0.16 gdiff=max(gq-gf,0) 0.00 fm=[gf/g]+[gu/g][1/{1+P1(Ell-1)}], (min=fmin;max=1.00) 0.87 flt=fm=[gf/g]+gdiff[l/{1+Plt(E12-1)}] WB NB SB +[gu/g][1/(1+Plt(Ell-1)],(min=fmin;max=1.0) or flt=[fm+0.91(N-1)]/N** flt Primary 0.874 For special case of single -lane approach opposed by multilane approach, see text. * If Pl>=1 for shared left -turn lanes with N>1, then assume de -facto left -turn lane and redo calculations. ** For permitted left -turns with multiple exclusive left -turn lanes, flt=fm. For special case of multilane approach opposed by single -lane approach or when gf>gq, see text. SUPPLEMENTAL UNIFORM DELAY WORKSHEET EBLT WBLT NBLT SBLT Adj. LT Vol from Vol Adjustment Worksheet, v v/c ratio from Capacity Worksheet, X Primary phase effective green, g Secondary phase effective green, gq (From Supplemental Permitted LT Worksheet), gu Cycle length, C 90.0 Red=(C-g-gq-gu), r Arrivals: v/(3600(max(X,1.0))), qa Primary ph. departures: s/3600, sp Secondary ph. departures: s(gq+gu)/(gu*3600), ss XPerm XProt XCase Queue at beginning of green arrow, Qa Queue at beginning of unsaturated green, Qu Residual queue, Qr Uniform Delay, d1 DELAY/LOS WORKSHEET WITH INITIAL QUEUE Initial Dur. Uniform Delay Initial Final Initial Lane Appr/ Unmet Unmet Queue Unmet Queue Group Lane Demand Demand Unadj. Adj. Param. Demand Delay Delay Group Q veh t hrs. ds d1 sec u Q veh d3 sec d sec Eastbound Westbound Northbound Southbound Intersection Delay 42.6 sec/veh Intersection LOS D ERROR MESSAGES No errors to report. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, `IERMOI®T 05403 (802) 846-4106 FAX (802) 846-4101 March 22, 2001 Mark (Cane SE Group 156 College Street Burlington, VT 05401 Re: Final Plat Application, 516 Shelburne Road Dear Mr. Kane: Enclosed is a copy of the February 20, 2001 Development Review Board minutes on the above referenced project. If you have any questions, pleas., ..- me a call. Sincerely, Sarah MacCallum, Planning & Zoning Assistant SM/mcp 1 Encl SE GROUP Letter to Sara McCallum Page 2 Plat Plans: 1. O'Dell Parkway has been changed to "Farrell Street" as requested. 2. A survey plat, stamped by a licensed land surveyor is provided. 3. Digital files of the final plat will be forwarded to the City by O'Leary -Burke Civil Associates. If you have any questions regarding this submission please do not hesitate to call. Best Regards, SE GROUP Qnrv- D. 9�, Mark D. Kane Senior Associate MDK/tlp Enclosures SE GROUP Thursday, April 26, 2001 Sara McCallum Associate Planner City of South Burlington Department of Planning & Zoning planning & design 575 Dorset Street South Burlington, Vermont 05403 environmental Re: Final Plat, 516 Shelburne Road market & economics Dear Ms. McCallum: appraisals Pursuant to the Decisions and Conditions of the Development Review Board, effective February 23, 2001, on the above referenced project, please find enclosed four (4) copies of revised approved plans. As requested in the decision, the following items have been geographic systems addressed: Circulation/Access: The plans have been revised to show the location of the new curb cut and redesign of the access to Farrell Street to the existing Ben Franklin's store. Landscaping /Lighting: We have met with Criag Lambert regarding the landscape plan and have revised it based upon his comments. /1. Heritage River Birch (Betula nigra `Heritage') will be substituted for paper birch within the screening area at the rear of the site. 2- White Ash trees (Fraxinus americana "Empire") at the rear of the site have been moved to be more than 4 feet from the parking area. This should provide enough distance for snow stockpiling and to ensure proper growth of the trees. 1-1--3. Callery Pear trees have been substituted for several areas of Green Ash to provide greater diversity of tree species. These trees will provide similar function as the ash, but will add more spring color. ,.4. The common name for Fraxinus americana "Empire" has been corrected to White Ash. A-' 5. Two additional building mounted lights (type "F") are shown on the plan as requested. 156 College Street Burlington, VT 05401 802.862.0098 FAX.865.2440 www.segrp.com Littleton, NH • Hanover, NH • Burlington, VT • Greenwich, CT • Frisco, CO • Park City, UT • Bellevue, WA r TOTAL PARCEL 424,554 sq. ft. 9.74 acres ' PLANH OFGATEWAYERTY RELOCATEIS A5 DY 7W�-y HYDRANTOSED AND GATEENTER ON A VALVE5 ENTITLEDLL PARK A 'i,DY CIVILNEERING - TKAN'F�P.MEF N/F DEN FRANKLIN t F rPlCIATE5 ' L E. - l- SON :'o YVC I 11 CI R, 6" cCl I OUT , � T .205,05.: �7 j �Ia Rovlew Board, The c tley f «�an of aaln M NEW ENTERPR15E5 I� INSTALL SILiL FENCE rl PRIORI OF CONSTRUCTION TO DE6INNING 20381 EXI5TI146, PARCEL INFORMATION _ LEGEND 5TAWARD PARKING SPACES 579 HANDICAP 5PALE4 11 TOTAL PARKING SPACES 590 BOUNDARY LINE PARKING 5PAGE5/X300 S.F. G.LA. RATIO 452 ZONING BOUNDARY GREEN AREA (AVERAGE 30.373 5F BUILDING AREA COVERAGE 130,441 $F 7,2 X 30,7 X EXISTING SEWER PIPE ----- --S— -- -- PAVED OR GONGRETE GOVERAGE 263340 5F 62,1 % - EXISTING STORM PIPE - --- ---- -ST -- PARCEL AREA 424.554 5F 100.0 X FRONT YARD COVERAGE QOX MAXI • B051 E% AlGLINE, VALVE, METER o -as-----C - -- -- EXISTING WATER LINE -"- _ PROPOSED PAKCEL INFORMATION STANDARD PARKING SPACES 452 OVERHEAD WIRE -- --DH- --- - -- HANDICAP 5PAGE5 19 TOTAL PARKING 5PAGE5 471 EASEMENT _-- — -- --- PARKING SPALES/GLA. RATIO 4.61 GREEN AREA COVERAGE 621621 SP 14.8 % 6UARDRAII,..-_........�a�_.��.�..s...��...va...-_d —_ WILDING AREA COVERAGE MA70 SF CHAIN LINKED FENCE i.----x---x -- *----- -x--- '.�,. PAVED'OR CONCRETE COVERAGE 201.409 IF 6US X PARCEL AREA 424,554 5F 100.0 X x. �4i_�-^, ��� -"'"-_ - ..�. _•'- .„.,_,...� IRON PIPE FOUND IIPFI O _ FRONT YARD COVERAGE FARRELL STREET 130% MAX.1 611 X REBAR ND (tBFI FRONT YARD COVERAGE SFELDURNE ROAD 130Y. MAX.) 40.0 X FOUND 2 - Ili- CONCRETE MONUMENT FOUND IGMFI , a UTILITY POLE WITH GUY WIRE 2]� LIGHT '4 H� ITE, Y OFAE R SERVIC ANFROM D THETVffHANDICAP PARKING SPACE /•"�' T ECITY F INTERCONJEGTED ENTLL/ ELECTRIC TRANSFORMER EXISTINGb" CAS TO OW IDE OR OIfTSIDE THE BUILDING. OUTFALLVALONG .I_ 189 RAMP UO MOrvITOR wELL A G P 55 EX. 18"amp ��..,��,•,®" ��� FIN15H SPOT GRADE INSTALL 2- SMALL SILT FENCE /' n INSTALL 2-4" SG1-1.40 EXISTING GRADE CONTOUR 1YP.-1 I'ti PVC CONDUIT5 TO �^ REPLACE OVERHEAD FIN15H GRADE CONTOUR 4bCr Y' POWER. OR SILT FENCE I VNDERDRAIN WITH GLGM-OUT o--------------- 1' 1 i ELECTRICAL VAULT IK30.51 W/2-4' PVC CONDUITS ------- THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM D r ' VERM NT NAV 88 GMI 31 ON SHOT {/5460 SHOWN AT LEFT f 1 i ,-1 _ I_ I I I I 'I u I TI J _Z Y / 9 N < I i �I% I L,7-1 LZZi?5:t:: :r rr z m -- EXI -- — 5TlN6 MALL 151 SIGNS - ""'�+,;,�•� -. .—" —'. '�'. - --�—�. .. <C m s U.S. ROUTE 7 SHELBURNE ROAD DRANT TO :MAIN 'i ^f171 TRIPE PARKING tyauY LL5, TYP, JUN 15 F AININ_+ .I. („ J So. Borf"19tor +I(AP uPn,ER GRAPHIC SCALE ( INFEET ) NOTES 1 Incn = 40 It I. EXISTING SITE INFORMATION WAS ODTAINED FROM A GROUND SURVEY COMPLETED DY O`LEAKY-DUKKE CIVIL A550GIATE5 DETWEEN 8/17/aM AND 2. EXISTING UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE BEST AVAILABLE INFORMATION INCLUDING PHYSICAL PULLING OF COVERS, SURVEY LOCATED VALVES. HYDRANTS AND v OTHER PERTINENT ADOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE +' UTILITIES PLAN REVISED; "ALTERNATE' e3 DY FITZPATRICK LLEWELYN DATED MARCH 1989 P'1 3, THE VERTICAL DATUM ON THIS PLAN WAS E5IADLISLED ON VERMONT NAVE) 86 USING MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FRANKLIN. 4, THE GONTRAGTOR SHALL REMOVE ANY EXCESS OR IMPORT ANY REOUIKEP MATERIALS AS _CFI I NEEDED. 5. THE LONTKAGTOK SHALL REMOVE ALL THE EXISTING PARKING LOT LIGHTS AND BASES F�1 6, THE CONTRACTOR MAY, WITH THE OWNER'5 PERMISSION, RECYCLE THE EXISTING ASPHALT AND/OR C„ONC.RETE FOR REUSE IN CONSTRUE.TING THE NEW PARKING AREAS. M 7, THE PAVEMENT CONTRACTOR SHALL INGLUE)E ALL STOP BARS, PARKINGSTALL LINE5TKIPING, w HANDICAP PARKING STALLS, CROSSWALKS, "FIRE LANE" AND 'NO PARKING' MARKINGS, AND PAINTED J..i ARROWS IN THE BASE DID 111 CONTRACTOR FH 00 I-888-DIC-SAFF PRIOR TO ANY EXCAVA ION? # Ne' 5477 p` .'Y. Planning & design c�cKNID.o •: � n w_ atllaeIov. Vanmw45,OI ..,... � ��� Fwax— (fn2} CF ('_Al1T TD BEA ❑ Rr<ol+o �RArer,� o PAn,wNAAY ❑ NeAI IN a i a ccvr %KKR OTEARY—BURKE Go KM CIVIL ASSOCIATES, PLC 0 5 ANOAVENUE, SUITE 5 ESSEX JOT. IT PHONE: 8J8-9990 f AX 8]8-4989 THE GATEWAY SITE PLAN 1—,2,1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PI-41NNYNG & Z®NP4G 575 DORSET STREET SOUTH BUYRLINGTON, VERMON7 05403 (802) 846-4106 FAX (802) 846-4101 February 16, 2001 Mark (Cane SE Croup 156 College Street Burlington, VT 05401 Re: Final Plat Application, 516 SI°,ciburne Road Dear Mr. Kane: Enclosed is the agenda for next Tuesday's Development Review Board meeting and comments from City Arborist, City Engineer Bill Szymanski, the Fire Department, Chittenden County Water Department and myself. Please be sure someone is present on Tuesday, February 20, 2001 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, ✓( 17 Li' � l Raymond J. Belair, Administrative Officer RJB/mcp Encls E J NAF 2/20/01 MOTION OF APPROVAL ACADIA REALTY TRUST — FINAL PLAT 516 SBELBURNE ROAD I move the South Burlington Development Review Board approve final plat application #SD-01-04 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of. 1) razing a 75,667 square foot portion of the building, 2) constructing a 65,000 square foot addition resulting in a total square footage of 119,774 square feet, and 3) minor boundary adjustments with adjoining properties, 516 Shelburne Road, as depicted on a 15 page set of plans, page two (2) entitled, "The Gateway Route 7 South Burlington, VT Site Plan," prepared by O'Leary - Burke Civil Associates, PLC, dated 12/6/99, last revised on 1115101, with the following stipulations: 1) All previous approval and stipulations which are not superseded by this approval shall remain in effect. 2. The plat plans shall be revised to show the changes listed below and shall require approval of the Director of Planning & Zoning (hereinafter Director). Four (4) copies of the approved revised plat plans shall be submitted to the Director prior to recording. a) The plans shall be revised to realign the curb cut, pedestrian crossings, and curb bump -out on Farrell Street with the Ben Franklin access as discussed at the meeting. b) The landscaping plans shall be revised to substitute a mixture of tree species for the 100 proposed green or white ash in coordination with the City Arborist. c) The landscaping plans shall be revised to substitute river birch for the proposed paper birch trees. d) The plans shall be revised to relocate the proposed Fraxinus Americana "Empire" trees along the east side of the parking lot further back from the edge of the lot in coordination with the City Arborist. e) The plat plans shall be revised to include a survey plat of the property stamped by a licensed land surveyor. f) The plat plans shall be revised to add two (2) 70 watt building mounted lights to the eastern end of the north fagade. g) The plat plans shall be revised to change the name of the street from O'Dell Parkway to Farrell Street. 3) Prior to issuance of a zoning permit, the applicant shall post a $77,500 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 4) The applicant shall upgrade Farrell Street (formerly O'Dell Parkway) from Shelburne Road to the northeast corner of the property to City standards. The design details for the upgrading shall be the same as was approved for the O'Dell Parkway P.U.D. The applicant shall bear the expense of improving Farrell Street from the easterly sideline of Shelburne Road to the northeast corner of applicant's property. Applicant's obligation hereunder shall be conditioned upon issuance of all local permits or other approvals required for improvement of Farrell Street, and shall be performed in accordance with all such local permits or other approvals. Applicant shall provide to the City a performance bond sufficient to secure its obligations hereunder. 5) The Development Review Board, pursuant to Section 12.406(b) of the zoning regulations, modifies the front yard coverage along Farrell Street such that it does not exceed 67.5%. 6) The Development Review Board, pursuant to Section 26.406(b) of the zoning regulations, waives the front yard setback requirement for the addition and allows it to be 15 feet from the Farrell Street r. o. w. 7) The Development Review Board, pursuant to Section 26.256(b) of the zoning regulations, approves a total of 572 spaces which is a 27 space or 4.5% shortfall. It is the Board's opinion that adequate parking will be available. 8) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the reduction in overall size will generate zero (0) additional vehicle trip ends during the P.M. peak hour. 9) The Development Review Board, pursuant to Section 25.113(c) of the zoning regulations, approves the addition at 45 feet in height. It is the Board's opinion that this taller structure will not adversely affect the essential character of the neighborhood or district in which this property is located nor will it detract from the important scenic views from adjacent public roadways and other public rights -of -way. 10) The relocation and water mains shall be reviewed and approved by the Water District. Any and all proposed changes to the water supply system shall be constructed as per the "Specification and details for the installation of water lines and appurtenances for all water distribution systems owned by the Champlain Water District, the City of South Burlington, and the Village of Jericho" manual, published January 2001, unless otherwise specified by the Water District. 11) Trees shall not be planted on top of water and sewer mains. 12) The poured concrete shelf in sewer manholes shall be for the entire diameter of the sewer pipe. 13) Drainage pipe shall be plastic or concrete, not metal or aluminum. 14) Concrete sidewalk base material shall be gravel. Thickness shall be eight (8) inches minimum. 15) The base material for bituminous pavement may be recycled crushed cement concrete or bituminous concrete. 16) The building shall be sprinklered and include a fire alarm.. 17) The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to the use of the addition. 18) Any change to the plat plans shall require approval by the South Burlington Development Review Board. 19) The final plat plans (survey plat and page 2) shall be recorded in the South Burlington land records within 90 days or this approval is null and void. The plans shall be signed by the Development Review Board Chair or Clerk prior to recording. Prior to recording the final plat plans, the applicant shall submit a copy of the survey plat in digital format. The formal of the digital information shall require approval of the Director. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 February 9, 2001 Kevin LaRose, E.I. O'Leary -Burke Civil Associates 5 Andrew Ave., Suite 5 Essex Jct. VT 05452 RE: The Gateway, South Burlington, VT Dear Kevin: We have reviewed the final plans on the above referenced project. Below are my comments: I. Acceptable hydrant models shall include Waterous Pacer. All new hydrants shall have drains plugged prior to installation. All new hydrants shall include hydrant ,flags. 2. The SBWD shall be contacted in writing at least 7 days before the start of actual construction, and shall arrange a meeting to discuss the project. 3. The SBWD shall be informed of any changes associated with this project prior to construction. 4. The SBWD shall be notified in advance to inspect all joint fittings, mainline taps, appurtenances, and water line crossings before prior to backfilling. 5. The SBWD shall be notified at least 2 days in advance of any proposed testing, and must be present to witness and accept all tests. 6. A hard copy set of As-Builts as well as one electronic copy. in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system construction. 7. Final acceptance, after a one-year warranty period, shall not take place until this department has received the required As-Builts and all required improvements after a walk through inspection have been satisfactorily completed. Barring any other changes to the format or infrastructure of this project the SBWD accepts the plans as shown. If you have any questions, or I can be of further assistance, please call me. Sincerely Supe ' tendent Jay Nadeau Cc: Sara McCullum DEVELOPMENT REVIEW BOARD 18 JANUARY 200� - The South Burlington Development Review Board held a regular meeting on Tuesday, 18 January 2000, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset Street. Members Present: J. Dinklage, Chair; Gayle Quimby, Garrison Roth, Roger Farley, Eric Schmitt, George Chamberland, Dan O'Rourke (arrived late) Also Present: R. Belair, Administrative Officer; Peter Doremus, Joel Braun, Eric Farrell, Mark Smith, John Rooney, J.J. Hamilton, R. McEwing, Alex Halpern, John Lidwall, John Dowling, Chris Dunn, Jim Carroll 1. Other Business No issues were raised. 2. Minutes of 7 December 1999: Ms. Quimby moved to approve the Minutes of 7 December as written. Mr. Roth seconded. Motion passed unanimously. 3. Report on recent site plan decision issued by the Director of Planning & Zoning: a. Site plan application of Lee Graham, South Burlington Police Chief, to amend a previously approved plan for a municipal building containing a City Hall, Police and Fire Department offices, 575 Dorset Street. The amendment consists of constructing a 2400 sq. ft. fenced auto storage area. APPROVED. No issues were raised on this decision. 4. PUBLIC HEARING: Preliminary plat application, #SD-99-85 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of 1) razing a 75,667 sq. ft. portion of the building, 2) constructing a'05,000 sq. ft. addition resulting in a total square footage of 119,774 sq. ft., and 3) minor boundary adjustments with adjoining properties, 516 Shelburne Road: Mr. Dunn showed where existing buildings are located. He noted that from the edge of the Radio Shack north would be torn down and a new building would be built further DEVELOPMENT REVIEW BOARD 18 JANUARY 2000 back. He said the changes are being made to address problems on the site including circulation, aesthetics, and the street edge of the property which has never worked. At the street edge, the 8 ft. landscaping strip would be enlarged by eliminating a row of parking. There would be an ornamental wood fence on the parking side of that area. Mr. Dinklage stressed that it is important to confirm that what is being proposed is what the developer would actually build. Mr. Dunn said that is the case and this developer is used to doing projects of this size. Mr. Dunn then indicated that there would be landscaping along the front on both sides of the main entrance. Circulation in front of what is now Grand Union would stay essentially the same, but there would be a pedestrian walk that lines up with the walkway across Shelburne Rd. There would also be more space between the rows of parked cars. The cross road in front of the current Grand Union would also continue straight across and would provide access points to the new Grand Union parking lot. Trees have been introduced on some islands in the parking areas to break up the mass of cars. Along the back property line, there might be an earthen berm and a privacy fence with extensive landscaping. Ms. Quimby expressed concern with safety in the crosswalk at the corner of the Grand Union building and asked about a STOP sign. Mr. Dunn said they are proposing a 3-way stop at that intersection. Mr. Farley asked if there would be an interior connection between the two buildings. Mr. Dunn said there would not. Mr. Dunn said lighting would be done by the same company that did the lights on Church Street and also in the Judge development on Market Street. Mr. Dinklage stressed that lighting must conform to all aspects of the ordinance. Mr. Dunn showed the two access points into O'Dell Parkway. Mr. Dinklage noted that staff recommends reducing the front yard coverage along O'Dell. It is at 67.5% and the maximum allowable is 30%. Mr. O'Leary noted that it had been over 80%. Mr. Dinklage said the Board recognizes the improvement but asked if there could be more. 0 DEVELOPMENT REVIEW BOARD 18 JANUARY 2000 Mr. O'Leary said they have a problem being slightly under in parking. He cited the importance of up front parking and also noted the problems in the development across the road where there is total adequate parking but where people don't use the side and rear parking. Mr. Dinklage suggested not paving the parking spaces in one area. Mr. O'Leary said they can do that, but it won't reduce the coverage by very much. Mr. Dunn added the project will benefit from a piece of green space on the adjoining property, and he felt that was a mitigating element. Ms. Quimby noted the City Engineer's comment that trees are shown being placed over the sewer line which is not permitted. Mr. O'Leary said they would consider moving the sewer line to accommodate the trees. Mr. Dinklage noted the applicant is asking for a 27 space shortfall, and staff is comfortable with this. The applicant is also asking for a building height waiver to allow going beyond 35 ft. Mr. Rooney then showed the building design. He showed the fagade that will face Shelburne Rd. and noted they are trying to break down the scale of the buildings by use of columns, overhangs, use of different materials, and the pyramidal elements and metal truss above the market (which go above the 35 ft. limit but are strictly decorative). He then showed the fagade that faces O'Dell Parkway. There would be no entrance to the market on this side. Mr. Farrell indicated he had met with the applicant over a number of issues including boundary adjustments, which allow for buffers. He stressed that he would want that section of O'Dell Parkway to be active and has asked for varying of colors in the building but nothing too artificial. He said he would work closely with the applicant as his project and theirs move forward. Mr. Rooney noted there has been talk of continuing the street tree rhythm on the Farrell property. Mr. Belair noted that staff has made some suggestions for breaking up the bulk of the building look on O'Dell. One idea is to step the addition back to the south and allow for a row of shops along O'Dell. The applicant said this couldn't be done because it would block the entrance to Radio Shack. Mr. Dinklage suggested creating shops that did not have to be 35 ft. high. Mr. Rooney said they can look at that but it could become a square footage issue for tl,- market. Mr. Dunn said they are willing to continue to pursue this and see what can be done. He noted there is also an issue of truck maneuvering. 3 DEVELOPMENT REVIEW BOARD 18 JANUARY 2000 Members agreed that they would like to see something to break up the "bulk" of the look on O'Dell. Mr. Dinklage suggested the possibility of handing plants half .,,ay up, at lease for part of the year. Mr. Schmitt noted that half the height of the building "disappears" for pedestrians and suggested that if they densely landscape the area and have color changes, it could be OK. Mr. Dinklage suggested taking advantage of the expertise on the Design Review Board to get some ideas. Mr. Belair noted that the project would need extra sewer allocation from the City of Burlington. The applicant has talked with Burlington and has been told that is not a problem. Mr. Doremus, representing the applicants, said because the applicant does not own O'Dell Parkway, it will be constructed in conjunction with the landowner across the street. The applicant will share in the cost. He wanted the language of the motion to state that the applicant "will enter into an agreement with the landowner" to building O'Dell Parkway. Ms. Quimby moved the Development Review Board approve the prel*►ninary plat application #SD-99-85 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of. 1) raising a 75,667 sq. ft. portion of the building, 2) constructing a 65,000 sq. ft. addition resulting in a total square footage of 119,774 sq. ft., and 3) minor boundary adjustments with adjoining properties, 516 Shelburne Road, as depicted on a 16 page set of plans, page two entitled "The Gateway Route 7 South Burlington, VT Landscape Plan," prepared by O'Leary - Burke Civil Associates, PLC, dated 11/16/99, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised prior to final plat submittal as follows: a. The building elevation plans shall be revised to show the building mounted lights. b. The plans shall be revised to label all dumpster/compactor storage areas which shall be screened. The type of screening proposed shall be noted on the plan. c. The plans shall be revised to accurately show the location of the C.O. District boundary line along the interstate ramp. M DEVELOPMENT REVIEW BOARD 18 JANAURY 2000 d. The plans shall be revised to show green space between the sidewalk and curb along both sides of O'Dell Parkway west of the on -street parking. 3. Prior to issuance of a zoning permit, the applicant shall post a $77,500 landscape bond. The bond shall remain in effect for three years to assure that the landscaping takes root and has a good chance of surviving. 4. The applicant shall enter into an agreement with landowners to upgrade O'Dell Parkway from Shelburne Road to the northeast corner of the property to City standards. The design details for the upgrading shall be the same as was approved for the O'Dell Parkway P.U.D. The applicant shall bear the expense of improving O'Dell Parkway from the easterly sideline of Shelburne Road to the northeast corner of applicant's property. Applicant's obligation hereunder shall be conditioned upon issuance of all local permits or other approvals required for improvement of O'Dell Parkway, and shall be performed in accordance with all such local permits or other approvals. Applicant shall provide to the City a performance bond sufficient to secure its obligations hereunder. 5. The Development Review Board, pursuant to Section 12.406(b) of the zoning regulations, modifies the front yard coverage along O'Dell Parkway such that it does not exceed 67.5%. 6. The Development Review Board, pursuant to Section 26.406(b) of the zoning regulations, waives the front yard setback requirement for the addition and allows it to be 15 feet from the O'Dell Parkway r.o.w. 7. The Development Review Board, pursuant to Section 26.256(b) of the zoning regulations, approves a total of 572 parking spaces which is a 27 space or 4.5% shortfall. It is the Board's opinion that adequate parking will be available. 8. For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the reduction in overall size will generate zero additional vehicle trip ends during the P.M. peak hour. 9. The Development Review Board, pursuant to Section 25.113(c) of the zoning regulations, approves the addition at 45 feet in height. It is the Board's opinion that this taller structure will not adversely affect the essential character of the neighborhood or district in which this property is located 5 DEVELOPMENT REVIEW BOARD 18 JANUARY 2000 10. nor will it detract from the important scenic views from adjacent public roadways and other public rights -of -way. 11. The relocation and water main shall be reviewed and approved by the Champlain Water District. 12. Trees shall not be planted on top of water and sewer mains. 13. The poured concrete shelf in sewer manholes shall be for the entire diameter of the sewer pipe not .6 as plans show. 14. Drainage pipe shall be plastic or concrete, not metal or aluminum. 15. Concrete sidewalk base material shall be gravel not sand as shown. Thickness shall be eight inches minimum. 16. The base material for bituminous pavement may be recycled crushed cement concrete or bituminous concrete. 17. The building shall be sprinklered and include a fire alarm. 18. The final plat application shall be submitted within 12 months. Mr. Farley seconded the motion which was then approved unanimously. Mr. O'Rourke arrived at this point in the meeting. 5. Site plan application #SD-99-72 of Burlington International Airport to construct a 25,165 sq. ft. addition to an existing 85,400 sq. ft. airport terminal, 1200 Airport Drive: Mr. McEwing said the addition will be to the south end of the existing terminal and will provide much additional seating. There will also be additional gates with jetways to get passengers to aircraft. Mr. Halpern discussed the landscaping at the northeast corner. They will terrace the existing berm to create planting areas. They would also integrate a stone wall with lettering identifying the Airport. rol T., PANTED STEEL Tft56 EIPCSEC STEEL ft- I-Tec! S.OREF.". FRAMgs PARTIAL WEST ELEVATION c C9) 11 .,ALI --- - ----------- ------------ AND FACED, 3 SP,-.T PA�6 �o �00�. FACE 0,CGK '7 c7 3 1 Of *A MW 9 — rT I J I I (c) NORTH ELEVATION THE GATEWAY ELEVATION STUDY - NEW GROCERY STORE 11-101-0* JANUARY 18, 2001 4W5 5-405 FACEBI:ANC ,CTAL &il -AcE SL--,DK t �zo , i 'w REC E l�''. City of so. Burl, Violl &:-,0TT + PARTNERS A A R C H I T E C T S 20 main street essex ;:;nctionvermont,05452 8012-879.5153 f. 802.872.4764 architf c4ure p I a n r, in g t n t e r i o r 9 MEMORANDUM To: South Burlington Development Review Board From: South Burlington Fire Department Re: February 20, 2001 agenda items Date: January 29, 2001 1. SKETCH PLAN. 1545 HINESBURG ROAD The proposed units associated with phase one should be sprinklered if Old Cross Road East is not built connecting Hinesburg Road to Old Cross Road and providing two forms of access. 2. FINAL PLAY, 516 SHELBURNE ROAD The building should be sprinklered and include a fire alarm. • 'r To: South Burlington Development Review Board From: William Jo Szymanski, South Burlington City Engineer Re: February 20, 2001 Agenda Items Date: February 12, 2001 THE GATEWAY - SHELBURNE STREET The City's Water Department shall receive a set of play is showing existing and proposed water lines. MARCEAU MEADOWS - HINESBURG ROAD 1. The complete plan should have contours with elevations. 2. The retention ponds shall be built first. 3. Plan shows trees very close to water mains. They should be at least eight (8) feet away. 4. Construction of the gravity line on the former Calkins property and upgrading of pumping station at the Brand Farm Development will have to be addressed before more sewage can be discharged into the Butler Farm system. 403 Queen City Park Road South Burlington, lam' 05403 Phone: (302) 864-4361 Pax: (302) 864-0435 February 9, 2001 Kevin LaRose, E.I. O'Leary -Burke Civil Associates 5 Andrew. Ave., Suite 5 Essex Jct.. VT 05452 RE: The Gateway, South Burlington, VT Dear Kevin: We have reviewed the final plans on the .above referenced project. Below are my, comments: 1 Acceptable hydrant models shall include Waterous Pacer. All new hydrantsshall have drains plugged prior to installation. All new hydrants shall include hydrant flags. 2. The. SBWD shall be contacted in writing at least 7 days before the start of actual construction, and shall arrange a meeting to discuss the project. 3. The SBWD shall be informed of any changes associated with this project prior to construction. 4. The SBWD shalfbe notified in advance to inspect all joint fittings, main line taps, appurtenances, and water line crossings before prior to backfilling. 5. The SBWD shall be notified at least 2'days in advance of any. proposed testing, and must be present to witness and accept all tests. 6. A hard copy set of As-Builts as well as one electronic copy. in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system construction. 7. Final acceptance, after a one-year warranty period, shall not take place until this department has received the.required As-Builts and all required improvements after a walk through inspection have been satisfactorily completed. Barring any other changes to the format or infrastructure of this project the SBWD accepts the plans as shown. If you have any questions, or I can be of further assistance, please call me. Sincerely /Supe'tendent Jay Nadeau Cc: Sara McCullum DEVELOPMENT REVIEW BARD MEMO FERRUARY 6, 2001 MEETING on the preliminary plat application. Staff requests typical elevations of the proposed multi -family units at preliminary plat. The preliminary plat application should include street numbers. The preliminary plat survey should be stamped by a licensed surveyor and note base flood elevations. Section 412 of the Subdivision Regulations should also be addressed concerning preservation of site amenities such as trees, drainage ways, historic sites, and other features. Section 417(g) of the Subdivision Regulations should also be addressed concerning potential views and wildlife habitat. A report should be submitted addressing the PUD criteria under Section 26.151 of the Zoning Regulations. The preliminary plat plan should show the entire 99.77 acres involved in this P.R.D. 5) ACADIA REALTY TRUST — FINAL PLAT, 516 SHELBURNE ROAM This project consists of amending a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of. 1) razing a 75,667 square foot portion of the building, 2) constructing a 65,000 square foot addition resulting in a total square footage of 119,774 square feet, and 3) minor boundary adjustments with adjoining properties, 516 Shelburne Road. The Development Review Board approved the preliminary plat for this property on January 18, 2000 (minutes enclosed). This property located at 516 Shelburne Road lies within the C 1 and C.O. Districts. It is bounded on the north by a retail building and restaurant, on the east by undeveloped land (currently proposed for development), on the south by the I-189 off -ramp, and on the west by Shelburne Road. Access/circulation: Access is provided by one (1) 40 foot curb cut on Shelburne Road and a shared r.o.w. (Farrell Street) which runs along the north side of the property. Three (3) curb cuts are proposed on Farrell Street (formerly O'Dell Parkway). The applicant will be required to upgrade Farrell Street from Shelburne Road to the northeast corner of the property to City standards (including street lights). The design details for the upgrading should be the same as was approved for the O-Dell Parkway P.U.D. The site circulation system raises one concern that staff has addressed with the applicant related to the alignment of curb cuts onto Farrell Street. The applicant presented the Director with a revised design for the curb cut pedestrian crossings and curb bump -out that should be incorporated into the approved design. Coverage/setbacks: Building coverage is 28.2% (maximum allowed is 30%). Overall coverage is being reduced from 92.8% to 89.9% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced from 75% to 62.7% and front yard coverage along Farrell Street is 67.5% (maximum allowed is 301/6). The Board may modify the front yard coverage along Farrell Street under Section 12.406(b) of the zoning regulations. 4 DEVELOPMENT REVIEW BOARD MEMO FEBRUA Y 6, 2001 MEETING Setback requirements are not being met for the addition. It is proposed to be 15 feet from the Farrell Street r.o.w. Farrell Street is designated as a future street which has a 40 foot setback requirement. The Board may modify this requirement under Section 12.406(b) of the zoning regulations. At preliminary plat, staff recommended that this front yard setback be waived provided the applicant designed the north end of the building to provide a strong pedestrian and human scale connection to the public street as recommended by the Design Review Committee. The applicant has revised the elevations for the north end of the building and staff recommends that the Board modify the front yard coverage along Farrell Street if the Board is satisfied that the north end of the addition provides a strong pedestrian and human scale connection to the public street. Building Height: The proposed addition is a flat roofed structure which has a maximum permitted height of 35 feet. It will be constructed with a maximum height of 45 feet. Section 25.113c of the Zoning Regulations allows the Board to approve a non-residential structure in excess of the limitation, provided the Board determines that a taller structure: (i) will not affect adversely the essential character of the neighborhood or district in which the property is located; (ii) will not detract from important scenic views from adjacent public roadways and other public rights of way. Section 26.113 of the Zoning Regulations requires a taller structure to have increased setback requirements. The additional setback required along O'Dell Parkway is not being met (see discussion under setbacks). At preliminary plat, the Board recommended that the applicant redesign the north end of the building to provide a strong pedestrian and human scale connection to the public street as recommended by the Design Review Committee. The applicant has revised the elevations for the north end of the building and staff recommends that the Board approve the height waiver as the north end of the addition now provides a strong pedestrian and human scale connection to the public street. Parking_ A total of 599 spaces are required and 572 spaces are provided including 13 handicapped spaces. This represents a 27 space or 4.5% shortfall. This waiver was granted as part of the preliminary plat approval. A bike rack is being provided as required. Landscaping: The minimum landscaping requirement, based on building costs, is $77,500 which is being met. Proposed plantings include Serviceberry, Maple, Ash, Spruce, Burning Bush, Spirea, and Yew. Traffic: The applicant submitted a traffic impact analysis with the preliminary plat application. This study concluded that the reduction in overall size of the shopping center will result in zero (0) additional P.M. peak vtes. Sewer: This property is connected to the City of Burlington sewer system. Lighting: Exterior lighting consists of the following: - Twenty-seven 250 watt metal halide lamps mounted on 20 foot poles - Four 250 watt metal halide lamps mounted on 15 foot poles - Fourteen 100 watt metal halide building mounted lamps DEVELOPMENT REVIEW BOARD MEMO FEBRUARY 6, 2001 MEETING - Twenty-four 70 watt building mounted metal halide The Director of Planning and Zoning has reviewed these lights and found them to be acceptable with the exception of the building mounted lights. The Director recommends that two 70 watt lights be added to the eastern end of the north fagade of the building so as to provide adequate and even lighting across the northern fagade. All lights must be downcasting and shielded. Any changes to the lights shall require approval of the Director prior to installation. Dumpster: All dumpster/compactor storage areas are labeled and screened. Other: A survey plat stamped by a licensed land surveyor must be submitted. In addition, the name of O'Dell Parkway should be changed to Farrell Street. 6 & 7) TECHNOLOGY PARK PARTNERS — PARKING AMENDMENTS - SITE PLAN & CONDITIONAL USE APPLICATIONS, 30 COMMUNITY DRIVE This project consists of amending a previously site plan for a 276,566 square foot building used for: 1) 122,030 square feet of general office use, 2) 35,600 square feet of warehouse use, and 3) 118,936 square feet of light manufacturing use. The amendment consists of utilizing 220 parking spaces of a 1057 space parking area as a private parking facility for Fletcher Allen Health Care employees, 30 Community Drive. The Director of Planning and Zoning last approved the site plan on December 16, 1999. This property is located within the Mixed Industrial and Commercial District, Conservation and Open Space District, and the within the Airport Approach Cones. Access/Circulation: The proposed changes will not affect access or circulation. Parking: The applicant has requested designating 220 parking spaces as a private parking facility. The applicant should be prepared to explain how these spaces will be designated on the site for Fletcher Allen employees. Landscapin. The minimum landscaping requirement is not applicable. Li tin : No additional lighting is proposed. Traffic: The July 9, 1996 Planning Commission approval of the Technology Park subdivision allocated 647 P.M. peak hour vehicle trip ends (vtes) for the entire 14 lot subdivision. The Planning Commission requested that a traffic study be conducted if the P.M. peak vte's exceed 647 for the entire subdivision. This has yet to be done. ITE estimates that the approved use on Lot #7 will generate 96.85 P.M. peak vte's. The approved use for Lot #2 is estimated to generate 71.52 P.M. peak vte's. The current use on Lot #8A is estimated to generate 243.4 P.M. peak vte's. ITE estimated that the proposed private parking use on Lot # 8A will generate 141.928 additional P.M. peak vte's. This will result in 93.3 trip ends available for the other undeveloped lots. Traffic j CF N, 'I CI E Aivl "H JIII,HID EiRL-iHG ON F SE GROUT February 9, 2001 pianniog & design anwir "MOntal market & eGono-ks nppralaais geographit syatORIS Jae Canoga street gupnngtan, VT 05404 Gozasa.00av rwx.960.9440 mvw.segrP.tom Mr. Ray Belaire Zoning Director Department of Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 Re: Acadia Realty Trust Planned Unit Development- -916 Shelburne Road Dear Ray: Here is a quick note following up our conversation of earlier regarding staff colriments on our Final Plat submission. 1. With regards to the CO District boundary, I believe that Kevin LaRose of O'i.eary-Burke Civil Associates has spoken with Sara McCallum regarding this and has indicated the location of this boundary on his civil site plan. 2. As to the second comment, I had a short meeting with Julie Beth Hoover earlier in the week regarding relocation of our western -most access. At this meeting I presented an option for revising the Ben Franklin access slightly and realignment of that crosswalk. Since that (meeting I have had several conversations with Terry Boyle, landscape architect for the Farrell project. They have agreed with our proposal and we will work to update our plans accordingly, I have attached an 8.5" z 11" version of the sketch showing the new alignment for your records. If you have any general questions regarding this project please call. Any technical engineering questions can be addressed to Kevin LaRose, E.I. at O'Leary -Burke Civil Associates (878-9990). Sincerely-, a a. *` Marla D. Kane Planner cc: Joel Braun, Acadia Realty Trust uItiston, W4 + Hanover, NH • 8ur11ngton, VT 4 Gfst"Wlah, Cr • Frlsco, CO • park City, UT " Bo--11aVice, WA I I i " I . - ') I I LJ t U' i. U, I F,F 3 - 1 "', -l", I I vi'0 1,11 10: " �.Vl ISE 7`1'�JP FFRI SHELBURNE ROAD I I. !RELOCATED WALK 2. REDUCED CURB 3, SMALLER RADIUS THE GATEWAY 516 SHELBURNE ROAD SOUTH BURLINGTON, VEPMONT NORTH SCALE: V - 40 CIVIL ENGINEER = O'LEAKY — 6UKKE G I V I L A550G., PLC. 5 ANDREW AVENUE, SUITE 5 E55EX JGT. VT 05452 (802) 876 — 9990 THE C-7ATEWAY U.S. ROUTE 7 9 SHELBURNE ROAD OWNER = AGADIA REALTY TRUST 803 THIRD AVENUE, 9TH FLOOR NEW YORK, NY 10022 — 7513 PLANNER + LAN05CAPE ARGHITEGT = SE GROUP 156 COLLEGE STREET OUKLINGTON, VT 05401 (802) 862 —0098 ISM ARGHITEGT SGOTT a- PARTNERS 20 MAIN STREET E55EX JCT., VT 05452 (802) 879 — 5153 73 �� AKN4E 9URIJNGTGN RADILY RoA PROJECT =ea S�rH BURUNcrpy SITE SOUTH Rm ROb(5 PARK a4fN y 9URlINGTGN UIWpNM� +� r UNE d1AMP . LOCATION PLAN rvTs ---- RECEV.. .4 Clty of So. Burlington 5HT. 4 PLAN DE5GR IPT I ON 1 LAND5GAPE PLAN 2 SITE PLAN 3 LIGHTING PLAN 4 O'DELL PARKWAY DETAIL 5 GROSS 5EGT I ON5 6 EX 15T I NG GOND I T I ON5 PLAN 7 DEMOLITION PLAN 6 PAVEMENT PLAN 9 5TOKM + 5ANITARY SEWER DETAIL5 + 5MC-IFIGATIONS 10 ROADS + PARKING TYPIGAL5 AND DETAILS 11 WATER DETAIL5 + 5MGIFIGATION5 Al ELEVATION STUDY — MEGA5AVE STORE A2 ELEVATION STUDY — EXISTING 5TRUGTURE A3 ELEVATION STUDY ��yoba - ri NOTE: PLAN NORTH OF THE GATEWAY PPRROPER UE IS8 PROPOSED BY NEW ENTER- PRMES ON A P�J.N ENTITLED DELL PA"- WAY BY CIML ENGINEERING ASSOCIATES. TO BE DEVELOPED IN COOPERATION ODELL PARKWAY PUD APPLICATION APPROVED BY THE CITY OF SO B N. ._ I i � I E EXISTING MAPLE TO REMAIN GATEWAY PLANT LIST KEY BOTANICALNAME COMMON NAME OTY. SIZE REMARKS TREES AF Am x freemanii'Auhuvu Blaze' Aut ura Blaze Maple 21 212.3" CaL B&B, 0 Branching HL (Mht) FP Fexinus pennsylvanin Tatmore Gram Ash 17 212-3" CaL B&B, 6' Branching HL (MwJ FS Fexioos pomsylvanica'S,m,mie Green Ash 50 212.3" CaL B&B, 6' Benching HL (Mio.) SHRITSS EA Euanymus alatus'Comp hw Cooped B,_g; Bush 261 24.30" B&.B, Hoary, Plant 30" o.c. SJ Spiess japonim'Little Princess' Japaoaso Sphna 254 18-24" C.G., FaR, Ptmt ZV o.c. TC Texus—pldata dmeifmmis Speadiog YOW 189 24-30" B&B, Full, Plant 30" a.c. EASTERN BERM PLANTINGS (IN COOPERATION WITH ODELL PARKWAY PUD) KEY BOTANICALNAME COMMON NAME SIZE REMARKS TRIPS AL Amelamhia c ..dear. S—obarry 5 5' champ B&B AS Ater saeebatm'Greeu Mm' Green Mt. Sugar Maple 12 2 12-3" Cal. B&B BP Beach papyr th.. Papa Birch 7 8.10' Single Stem Collected FE Fexinua amcrica T-pue Pin Oak 14 2 12-3" CeI. B&B PG Pi— glauca White Spnm 28 6-V Ca laced PS Pima strobue While Pi. 69 6.8' CoR.Aed. R 't �d alAW 1P�y a • .Ss;K rt ;i"a` 8f5 n^T��q'V{A � p°B� a &&Y73,I�R �'y/ a' a t •• 3 3r aa9 7�� 1�F��i1 • say1 •�_ N,� elk .al�daa. � .a..''•a'a • ��qq E1OSTiNG NAIL 18D U.S. ROUTE 7 SHELBURNE to - ,N( PENCI' !a blg CC g el [N:nul.) I IB OUhIPST hH �� ee RFPNING DEP (tier T Smcer's fkvwJ' ) GRAND MOM \I J I, CK V-0, O.C. 1 Y .I SECTION ELEVATION (2�)WOOD FENCE 1 SCALE: 1/2"=1'-0" Vii A��•.�'i�T� •i�.� 4�.��I 'i� �• � � �' �' �z�� .III �� i ,, •,. hr-Ati0! •. I 0�9.0�00.00OOyOOA% 1`.00`'90?O:O.O.O.O.OYO.O.O.� �`.0 r2_� LANDSCAPE DETAIL 1 SCALE: 1"=10' GRAPHIC SCALE ( BT FEE, ) I tnoh = 40 IL plamieg&deNgR apex Tsec"n.a. sea.. NmX ,a�a�Mae.vumouovn, ebwa: (80TI 96x-0ma /L6A9 SE GROUT a;HRnN O atcaao aeANrTc ❑ IortAnNxer THE GATEWAY are �,•,G B O•LEARY-BURKE CIVIL ASSOCIATES, PLC`dhk � PLAN LANDSCAPE PLA `/ ouw srcxr A -I 8 AND REW A6ENUE. SUITE a VT ESSEX JCT.• PHONE: 878-9990 1 FAX 878-9989 JI-`'-.. _ t_ EXI57IPARCEL INFORMATION LEGEND ANDM ' y�Nas I - J_L �Nfi SITO PARKING SPACES 5 TOTAL PARCEL rP �YI 424,554 a .ft. � � II --- _ _ CONVEYED FROM CONVEYED TO AREA HANDICAP SPACES Dd1NDMNE Y LINE TOTAL PARKING SPACES 5II 9D I p AREA A FORKFUL ALADIA REALTY OASJ AC I--_ -- -_-- \ PARKNI[a SPACE5/1000 S.F. GLA RATIO 4,52 ---- AREA D ACADIA REALTY NEW ENTER/R15E5 -O.M6 At - AREA RA ZONING DOINDMT --- L NEW ENTERPRISES ACACIA REALTY O.MJ AC -- "' GREEN AREA COVERAGE 30,373 5F 0.7 X EXISTING SEWER PIPE-_--_ -._-__ It PAV DING AREA COVERAGE U0441 SF 62.1 X PAVED OR CONCRETE COVERAGE 263.740 5F 6T.1 Z P I EXISTING LINE. PIPE NET O AC PARCEL AREA 4T4.S54 5F 100.0 i _ _ _ _ ST EX GAS LINE. VALVE. METER 6 I I !9.. s6O COVERA X �. 6 NP Iw Xj141' I LTO MAXJ 00SS E%ISTINfi WATER LINE I ,y '. g 1 MP �Ut p28_J FRONT YARD -__- •�i,yR _ PROPOSED AC PARCEL INFORMATION551 --- ---- -- -- --- �d --�-�� INST i ISI T STANDARD PARKRRi SPACES 579 OVERHEAD WIRE -CN 1 q IOR TO DEGINNINIG 1 115 RELOCATE HYDRANT CONSTRUCTION P!n XA rR RTT 8 I ♦ GATE VALVE ') Ih aeln OSED OPE EASEMENT_._.- ..,...�._.,.®. �, i8 .M JV hiJ IT PROP LINE COMMERCIAL DIS7RR;T2 - ' I •`�- I 1 Lx c _ " .78 GUARDRAIL ._.��. ._....�,_.._�.�._...�.�._,._.. - :_�"'"'•'"'- s EX PROPERTY LNE� , P� AREA RATIO 4TA4945F p.l Z l� DUILD W, AREA COVERAGE I 5F 78 Z COMMERCIAL fiai%f -- --- - --- -- IMPVCx 1"' 6C.: s'" CHAIN LINKED PENCE - - -___ /fW - - T - --- - _ / of/ ;- PAVED OR CONCRETE COVFRAC£ T6t9J1 SF 6L7 Z r x x r x PARCEL AREA 424,554 SF 100.0 Z IRON PIPE FOUND (IFF) Q - -- "` FRONT YARD COVERAGE ODELL PARKWAY 1302 MAXJ 67.SZi. I I I Nh FRONT YARD CVEFOUND RDFI •�I RDM CONCRETE MONUAENT FOUND 14MFI • %A I�� � � '- � L- GREASE TRAP i. p - VPOLE WITH WY WIRE I i Q ' �. • _,' LIGHT ICHT SEE DETAIL SHEET 9 ") P- -.,I --' - -_ - ? WATER SERVICES FROM T I' - .. -..._ ,. _ -_ . HANDICAP PARKING RACE r 1y 0" INV 0UT•]0730' OF DUIRLINGTON AND THE DURL• CITT OF SOUTH INGTCN SHALL �` I - _ yI _ _ __ ___ _ _ _ ,11•I ; '' WMl NOT DE INTERCONNECTED EITHER ELECTRIC TRANSFORMER (Pfj "�8 F/ EXISTING D' CMr TO 2 INSIDE OR OUTSIDE THE DUILDING. J d1TFALl ALONG -q9 R S MONITOR WELL ((�jjj _ AS, AkEA/ FINISH SPOT GRADE 2127 z , -I NEW SIAHI2 I '� I II - '-I f • • +• • '1' r''iY�' _ Ts _ _ LONfRACTOR SHALL CARP I f AMf ,. u °_ - I„ - TYIT FENCE INSTALL 2-4" SLH.40 EXISTING GRADE CONTOUR EN. 1 RIM•2L1 5. .- ._ E SDR35 IN107.S4' I / •:`ne_. _ _ REPLAC4! OIVERLEAD FINISH GRADE CONTOUR (•� g I I POWER •27A4 : SILT PENCE Q.o bE REM)VfJS IN0S4 6SD]TINDERDRAIN O --o- �O -o- --0 -- WITH CLEAN OUT nNSF ELECTRICAL VAULT K305W/],Rccw, I -4' PVC, COND/ITS-�yE-clwrrar N4 ARE�ne� T >T{I N^I YF A -•i _ THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM ELONT NAVD 88 GMI-31 ON SHOT f5460 SHOWN AT LEFT lr � I I I - wATER LINE I�(Y PROPOSH) S1/IPh114RRETl�� w 2 5 .{-il. l TO ee REMOVED p S wlin 6AI NEW STORM DRAIN ' I -DIKE KAGK SANEW T VALVE 'Y' D7 RANTO IN T AGE STRUCTURES I r. r alas T L �• �L may-. T^ �/' OUT•207.-W a C;NICIS0' 5 NWT 2 Q6 / I `i ^ 1 �I a cTl� l � V V AL 1 x_ �__ W rE IN (CDOF2029T' h, NEw T129 , � n I RIM•] tl• CIF OVr TD20T.97 __ Ci)NTRA ', - AL T •d I 2, 4 E%1511NV :,ILANGU 1' SS1k n,. I I i tl• M IOUT OM-IM LD6 _._.._i...- _-- _ _- STALLS. TYP. ING 6 3D IN Y w:03.7.00 �. 7 P /.F . , I 707.35' ZIT .' I FI-� tl Pe5 _j,,,•1_„^,l_„ .6'"" 211 llj. Uv I. _LL_L_l. - al a RESTRIPE PARK RlW3Tp.9' tl• INT-203. MI J nrvuvY _ n NOTE, rLAN.'. 1 •4I V _ k, NEW LONE.RETE 212bx REl ()LATr EXISTING h w - tl' PE IN204.0f �&1.0' LINE IS ARELOCATE 1 1 � .. ING MD JE W�L .k11Nr. nN) /I . q' rE OIIT•2DJ.9f D rE OVT•�4.6r NORTH OF Tyr. PARK CURD THE GATEWAY - Y' 15LANCI SIDEWALK VE OL INE15PROPERTY, \ I 203l6 3I Err_ _ PROPOSED DY HYDRANT UMPSTER W NEW ENTER- VALAND GATE x Witn TALI I W CI Nr. q PE OVT 20]26 tl re OUT 206.50 PRISES ON A VALVE A n -. .� �.`at(I, KAFX rENLE PAI�2 fOFNAI':II.K A.. � R ROOF ' 0' RIM•7p0ptFY 0 W X Je IN s'�'^ WITH 6 TALL PLAN ENTITLED .,LE,. IhI .-._--} - --.-. rI - J4 ACES J4 CE5 '�TOGKAOE TLNGL 5TMH2 IN206b0 IN206 IN ) ,?ETA q' PE IN•20J )0' ODELL PARK - H.I A\n,. H.- I I J4 ACES ,_ RIN2M.0' WAY OY CIVIL �� I (ANIKALIfiP SHAI L_ PROvIDE. \ 6" ROOF DRAIN IN•705.29 ENGINEERING ^'�� _ ' I NEW 4 CpNGREI'I WALK 1'KOM �C� \ q' PE IN2(Y.T4 ASSOCIATES r t'+E5 I Ek15I INC. bOGM'i 10 PAM.K ING l01 NEW LORD TYP. \ H`NDICA^ D•ME ,�.y,ff wF „ -� 2I2.2ORME GRAPHIC SCALE a12A z GMI 31 • .__. .-_ C,k'aNJ INlIt,N' I III \jI P, DEN FRANKLIN �ELEV TIJ.7]' I ` I II CDZ D PE Y l IN III= T 1Cls iK� T T AI `f ii ( JU U_ 59 ! TI A:Ji; - I �I+ _ r 0 ii 1 Ian . 40 n. PAARRKINNG I ,n 41 `� I NO O Fx Mi I yl ? L STING SITE INFORMATION WAS 06TAINED FROM A GROIINJ SURVEY COMPLETED DY 6 Y M '2 s9a .� I I� # � ` 1 __ p� I o1_Enrtr-ewce CIVIL ASSOCIATES DErwEEN emrM AND vtlrv9 I J e6 1 s G% 1 2, EXISTING UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE DEST AVAILABLE 1 I I I S I 1, I11 I ILFdtMAT10N INCLUDING PHY5IGAL rLLLRIG OF COVERS, SURVEY LOCATED VALVES, HYDRANTS AND OTHER reKT INENT ADOVE GROLND UTILITIES AND A PLAN ENTITLED FACTORY OUTLETTER CEN51TE L n J f UTILITIES PLAN REVISED 'ALTERNATE' /J DT FITZPATRICK CLEW 1 DATED MARCH Met v �Y tt 0 I ^ J. THE VERTICAL DATUM ON THIS PLAN WAS E5TADLI5HED ON VERMONT NAVO 66 USING moNuENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FKANKLIN 4. THE CONTRACTOR SHALL REMOVE ANY E%LESS OR IMPORT ANY REWIRED NIA-1AL5 Al 20-1 21aa -_ _ _ - _ ,•I�N��!}H NEEDED. {II- + W 5. THE CONTRACTOR SHALL REMOVE ALL THE EXISTING FARKING LOT LIGHT5 AND BA5E5. z ATE HYDRANT TI�Oy 2137%5 2tl.x \�� \ DIKE RACK -_�-I --'� -S To r .KG RANT TO O\\ rYell LWIT OF NEW __ _..___ R_MAIN _ _-._ _ _ .�-� 6. THE CONTRACTOR MAY. Willi THE OWNER'S MKMIS510K RECYCLE THE EXISTING ASPHALT pC ATE VALVE �v._ � \ I - % N ^/ SIDEWALK - - - -7I� AHD/OR CONCRETE FOR REThE IN (.ONSTRIX.TING THE NEW PARKING AREAS. I I co7. TIE rAVEMENT LOMRACTOR SWILLSINLLIAE ALL STOP DNS, rARKING STALL LINESTKIPINCi. I 1 I - _-_ -- _ ARROWS IN TLKi DOSE DID. CROSSWALKS. LAW AND NO PARKING ANRK 1%5. AND PAINTED .n t I HADDICAP PARKING STALLS. LR " HANDICA .._. ._ -. �i. - III / NEW Ll1RB. TYP. ---- j OR SHALL NOTIFY "OIGSAFE• AT 1 11 T I _`_.. -. / � j _..._;� 9h ,,,-_ I _ .� _.-. .__ --- - ----- .._ - -- - -- son A �•� vW+ndotadsp IG SAFE PRIOR TO MY E%CA A. - -�_u _- ,/1 __ - - ~ , _ - - _ ir.Pf '4n,vo .•.• NdmpW, v.,.ml mnl �� -_ II I I � ' i/ 1` I % ,% I- - /•�tI I � I � I 1 - - r � � 1" ,"r/ -- OI / MITI, NEW CURB.TYP. RESTRIPE PARKING W M/ aM MNIRwN+lslaOoxIsS5 AAoaSf PrwQ aSl,OfliIvI➢RaIIArYIMaCoROuNM,xuSttveMuiASu Mnc,FmNN ®mSA.EKoAElGrs Nr ROUP (RIII aM-Ma 1115ll STALLS. Tyr. NES/2./wILL O At'cpm owAra O ntuawlMr anrz O a¢wAo GPr TBE GATEWAY 0/21/99 V, L .IILLaT3� C L l::iSI TZ1Z SL7'_C'�Tt L7.. - .___ .. -. . _ - i^••-_ M - - .( �yZ"i zi_ri-1 �^�..��,,jJQ. PJO RL ONE - 17 V 1�.11L ROUTE 7 SOUTH 6URLINGT N VT J �s _ _.--- KL CH M A A"C•���"I•� P�• MIL ASSOC 99fIeh52A 5 ANOREW AVENUE SIN TE 5 EONE. JCL, SITE PLAN 2 U.S. ROUTE 7 SHELBURNE ROAD 1"-40' PHONE: 9 78-99990 FAX: 878-9989 a >ee , �Ik I i i II JI B e ar \ B \ I'HOPZ7TsiS �UPl R.tiT.ARK77� /B�--- C A A / A _ ---- _ �r1 - ,� A C i C — — -- Ii C I i I D / D — — — — — C I zz � , f I r ^.."'"'" ^*.---"'-_-.-` .."."•....••M` E*STIN0 MALL 189 U.S. ROUTE 7 SHELBURNE Llamn GIEBY / ,TP01cAnzc9 \ LABEL: A TYPE: G4RDC0H4RDTOPCA-22 SBBQLS I I CONFIGURATION., DOUBLE-2@180- WA'ITAM, 2M WATTMETAL HALIDE I I OPTICS: TYPEIB \ / MoUN77NaREIGBT. 2Y / QUANTITY Il uArof7 ww+1a - / \ LAM. 8 TYPE: GARDC0AARDTOPCA22$MVV$ CONFIGURATION.- SINGLE WATTAGE., 2M WATTMETAL HALIDE OPTICS: TYPEFMWIROUSESMESBRLD 1 } MOUN77NGfIP,IOHT° 20' QUANTITY 10 —la.007arsre— / LABEL: c ' 1 TYPE, GARD00 HARDroPCA22SERBS coMQOURATION SINGLE * WATTAGE- 210 WA7'TMETAL HALIDE \ / OPTICS: TYPEE7 MOUNTWOHEIOHT. 20' \ / QUANTITY 6 i LABEL: D TYPE, LuAwcooso1&S t CUWGURA770N. SRVaLEWATTAGE: 250 WA TTMETAL IULIDB MOUNTING moff7`. 15, — QUAN777Y 4 LABEL: E v�,00mw+sra TYPE, MCPHE.EEN 101 SQUARE WEDGE /1 \ CONFIGURATION., SINGLE WATTAGE.- IWWATTMETALHALIDE OPTICS: WT MOUNITNOBEIVRr I$ QUANTITY 10 LABEL: F ,aroO,rANns TYPE. : ARC7H EC7L'RALAREAUGB7ZVa-ALSSERIES CONFIGURATION.• SINGLE _ �l WATTAGE' IWWATTMRTALHALIDE tao>rANOu� OPI7GS: WT MOUNTWamuoin, 15, QUANTITY 4 LABS.G TYPE: ARCTBTECTURAL AREA LIGFPTLNG-BSCONCE BSI-W) CONFIGURATION.. SINGLE WATTAaB: 70 WATT METAL HALIDE OP77m, ACMYT-NARROWBEAM MOUNI7NGHEW17:• 8'-10' QUANTITY 24 GRAPHIC SCALE I inoh - 40 IR Ploenieg & deem ®ar 1Bn,INV�imm,Maul a p�as(p2J Bb2a091i 124" SEGAOUP m'iBM ... ,ems vlwl Arz ur9m w O urnm wuwne O oxunruxr ® 0 9rz�N, THE GATEWAY OTEARY-BURKE IKW CIVIL ASSOCIATES, PLC TE 7 Tx vr MIRWGTNT 89064-dhk «m T 7, GHTING PLAN :DX 8 ANDWW AM:NUE SUTE 8 ESSEX ,ICI., Vf �•�p8• PNCNE: 878-9890 FAN: 818-9989 -g- PARK BEN FRANKLIN \ 0 E n FUTURE COMMERCIAL BUILDING y Of �k �' �� s yy ' Note: Work west of the Gateway property on O'Dell Parkway is to be done in concert with O'Dell Parkway PUD improvements and through a mutual agreement for such work. PARK THE GATEWAY ! ; FUTURE RESIDENTIAL BUILDINGS Proposed Superrnarket _ � 4 W 1 I I� I GRAPHIC SCALE 4 if sp ce )n t I=b- 30 H#- oKAw O Armm � rxnrwe n e m'� o .atX... TGATEWAY IC Existing Building i �,.. O LEARY-BURKE >, T� 9D06hMk lncrti cc �+t♦mac C Y IL ASSOCIA 1 ES. PLl - I K-A 3'w0RE" AVENVt SLNTE 3 O'DELL PARKWAY DETAIL 12 ep ce I t-�Je' ESSEX ., Vf -Ow. eye-troso FAX: e7e-..CTS4eG 4 A✓7AZ Tom'-' '-?- EXISTING CONDITIONS V71 '6 —+ PROPOSED IMPROVEMENTS !E3 f 7-Z>7 Z- L�► Nl� SGA en'E N/F CHEERS RESTAURANT PAVED AREA s L______________J I I jODELL PARKWAY 1 5 3 I I I it S 4 jl / � e ! I I s I I I / Q["Hxl I MI 44d Q 'jam I e'I rvc I� 1�I• Dex � Ir rvc oJt ,•�' J _ ex SARI, RJM TU.04' 4 CI IN T09.S3' 6• CI OUT •TOe.D> of T.J. Y1�'�IG WT •406.,R3)W, L�F o"UT 'TI"R ST C TOTAL PARCEL 424,554 sq.ft. 9.74 acres GRASS AREA TYPICAL Mx DUMPSTER TYPICAL ROOF - OVCR NNG , - -- DUMP`TER \ --- \\ I I A TRANSFORMER AID PAD. TYP. 1D � I p( sw TYPICAL \ 2 14.15' GAS METER 3 CI IN •207.73' CI OUT •207,37' c EXISTING SHOPPING ARF�A ELECTRIC 15OXES TRANSFORMER GATE VALVES NOT ACCOUNTED FOR ON FITZPATRICK LLEWELLYN PLAN N. SW � Rle%2 D Am •20.15 H. 4' PVL IN .210.,6& C LI IN •T07.67' i LI IN •T06.74 'A D• PVC OUT •T09.90' W o i CI OUT-2%.74' GATE VALVES NOT ACCOUNTED J V` j I, ' FOR ON FITZPATRICK LLEWELLYN PLAN • CLEAN -OUT. TYP. x212532 H. (I RIN 4• LI IN •TO'LJT' > �.• p' PVC T09: - T e LI OUT •70'LOJ ANO UNION / so so 3 _ n / - L i /2T 7 PRO TQR AVpgE BURLINGTON NAgEy RGM p/� "�A4EMIE I `E N PROJECT lea >� SITE BU161N0= Rm Rocns PWx avi. " w. swrr WOOD DMI r vxc tIANHAR LOCATION PLAN N TS EXISTING PARCEL INFORMATION STANDARD PARKING SPACES 579 HADICAR SPACE5 II TOTAL PARKING SPACES S90 FARKING 5PACES/ID00 SF (SL.A RATIO 4.52 &KEEN AREA COVERAGE 30.373 5F 77 I DVILDIN& AREA COVERAGE 130.441 5F 30.7 I PAVED OR CONCRETE COVERAGE PARCEL AREA 263,745_SF 4T4,S54 SF 62I I 100.0 I FRONT YARD COVERAGE 1301 MAX.) • DO.SI 15O1RDAKY LINE SEWER PIPE 5 STORM PIPE ST 'AWING GAS LINE, VALVE. METER R N G J WATER LINE. VALVE, HYDRANT W OVERHEAD WIRE EASEMENT >IC AP GUARDRAIL .......... . . ..... . ...... . 45FORWR CHAIN LINKED FENCE X-X-X-X-X-X IRON PIPE FOL1K> Q KEDAR FOUR CONCRETE MONUMENT FOUR UTILITY POLE WITH GUY WIRE r l LIGHT j7[ HANDICAP PARKING SPACE ELECTRIC TRANSFORMER 0 MONITOR WELL N� W NOTES /A!�S L EXtSTIN& SITE INFORMATION WAS ODTAINED FROM A GROIMD SURVEY COMPLETED DY VMJV OLEAKY-DUKKE CIVIL ASSOCIATES DETWEEN 6/17/99 AND 9/D/-M. W T. EXISTING UDEK&KO.N0 UTILITY LOCATIONS WERE DERIVEO FROM THE REST AVAILASI.E --4 INFORMATION INCLUOIN& PHYSICAL PLI_LNG OF COVERS, SURVEY LOCATED VALVES, HYDRANTS AND OTHER PERTII NEW AISOVE GROUND UTIL TIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE UTILITIES PLAN REVISED- 'ALTERNATE' 43 DY FITZPATRICK LLEWELYN DATED MARCH MI69. ~� 3. THE VERTICAL OATUM ON THIS PLAN WAS ESTA15I.I5HED ON VERMONT NAVD 66 USING MONUMENT &MI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FRANKLIN GRAPHIC SCALE ( 8r FRCP ) 1 Ince - 40 N. V+e/a xX„9ol,s As xX an � eou>w aXe4w•,aR ca44Xn w sn+/�9 PLxsoxs � FHX sX„« sMX,1„oR +uRR ovAXrorr Xa 4X,F,/„ro, R�aN XXw9a,5 AS .LA .�.�,.•. �.an a. XIX swHRY MCA O XEmlaf [BXXwt O va[Uw,NNr 10 21 99 o THE GATEWAY99064 K�A X"KI G OrLEARY—BURKE ROUTE 7 OUTH BURL T VT qgp 4,..54 CIVIL. ASSOCIATES, PLC N N PJO auN 9,FFT A 5 ANOESS AVENUE. SMITE 5 ESSEX EXISTING CONDMONS PLAN 6 78 VT 1•�40• PHONE: 878- FAX 878-99899990 TOTAL PARCEL 424,564 tlq.R. 9.71 ease GREASE NEW 6" WATER LINE TO DE REMOVED ODELL PARKWAY , NEW 5WdT I � VALVE C-ONOKETE �LEp TO ISE REMOVED I �..-... ELECTRIC DOXE5 / TO neMOVED / WF III I MAN i. e.s' DEN FRAWLIN M I b > r E%. �MH I I &MI-31 EV•219.73' � IRENCrMARKI I IW�AI RIMIOVEO I fi �e '. gi NOTE- CONTRACTSHALL PLM& AND LAP RWAINNG EN:) OF ALL SEWER LINES THAT ARE REMOVED. NOTE, CONTRACTOR SMALL REMOVE ALL THE EXISTING PARKIN& LOT LIGHTS AND EASES. CURD TO DE C6 TO DE REMOVED REMOVED MYPJ 1 EX C 5 TO DE REMOVED D" CIF TO E REMOVEDMT 1 fTTJ CD3i \ W R PE I DI R �• W I NEWSHOPPIN TO I YP.I I e WATER LINE TO M REMOVED/ I 1 co TO De REMOVED1 L-Al 1 I SW TO DE REMOVEDI 1 WATER LINE TO OE REMOVED— FOR CONSMUCTION OF NEW SEWER LINE �- EX 5W TO OE REMOVED / �l i .Kl4'1 /N(; UU/I ri/No 10 fdE 01,A401I57IF9 ' �T IJr rV 1, I'I r nl r f E 40 Ertl &A5 LINE TO OE REMOVED FOR NEW 5OF M , SEWER LINE STORM PIPE KE OE TO Ew'D i AN FOR LINE WATER LINE TO OE REMOVED r. CONCRETE 510EWALK 'yI KANGRE7C (�N�RETE _-- TRelSLto I TO DE R�IOV el REMIOVEO. I"re O OCATE HYDRANT / " GATE VALVE H� I - I _...__ �.. _�__ F � CONCRETE go gvc TO W CLT DOWN AND WITH Ar SOLID COVER MATCH PINI5H &BADE I AREA TO / --DE REMOVED NOTE, UTILITY POLES "" DE S� SHt�T 6 ADADONED AFTER ME KM. POWER 5WITC4 0K11 4. g' I UTILITY POMP To C'm D Pe_ " TO MTpRAM{ 71 II TO OE MRa1DVLD I LIGHT TO DE ATE EXISTING [_t R�IOVRD ITTPJJ � J.� LIME AND E OLD _RETAINING TO WALL _GOlYJ[EiE PADS STAVE BUILDINO TORPAL41N GRAND UNION TO EE REMOVED -LIMITKX w GOI1fISEfE SIDEWALK TO De REMOVED DE GaMCRETE C.RD RYFILALJ _ OL SM TO Off on AUD w IR (07 TF- p '�riugeD� TO DE RDADVm - I _ J/ PAVCD REAi - I u tuL�_ r rrr r — r U.S. ROUTE 7 SHELBURNE ROAD v j CZNYkAC LANTE[TOR DPOSE 5 •• EX. 5MH H — I I ItlSE] W LEGEND DOUNDAKY LINE - - EXI5TING SEWER PIPE SEWEt FNE TO DE MOVED E EXI5TIN& 5TORM PIPE STORM FIFE TO EC REMOVED EX &AS LINE. VALVE. METER OAS LINE TO DE REMOVED EXI5TIN& WATER LINE W ------------ WATM LM TO DE REMOMDVRELOLATED W OVERHEAD WIRE EASEMENT GUARDRAIL CHAIN LIWCEO FENCE x----x—x--- x---x—x IRON PIPE FOUND IIPFJ 0 REDAR FOUND IROFI CONCRETE MONUMENT FOUND ICFI ■ UTILITY FOLE WITH &UY WIRE ` , LIGHT MONITOR WELL " ELECTRIC TRANSFORMER k; EXISTING HYDRANT TF NEW OR RELOCATED HYDRANT y' LI&FITS TO DE REMOVED IQ THE VERTICAL OATUM - THIS PLAN WAS ESTABLISHED FROM VERMONT NAVE 88 CMI-31 ON SHOT /5460 SHOVM AT LEFT ELEV =213.73- GRAPHIC SCALE ( IN 17.2E ) I Inah - 40 Tt NOTES I EXI5T ING 517E INFORMATION WAS ODTAINEO FROM A GROUND 5LRVEY COMPLETED DY OLEAKY-DIRKS CIVIL A550GIATE5 DETWEEN 6/17/99 AND 9/5/9 2 EXISTING UMDERGROUD UTILITY LOCATIONS WERE DERIVED FROM THE DE5T AVAILADLE INFORMATION MNCLIDING FHY5ICAL FIALIMG OF COVERS. SURVEY LOCATED VALVES, HTDRANT5 AND OTHER PERTINENT ADOVE GRCNUD UTILITIES AND A MN ENTITLED FACTORY OUTLET CENTER 51TE ♦ UTILITIE5 PLAN REVISED ALTERNATE• 13 DY FITZPATRICK LLEWEI_YN DATED MARCH N69 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTADLISHED ON VERMAONT NAVO 66 USIM, MOM ENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FROM OF DEN FRANCLIN 4. THE CONTRACTOR SHALL REMOVE ANY EXCESS OR IMPORT ANY REQUIRED MATERIALS AS NEEDED 5. THE CONTRACTOR SHALL REMOVE ALL THE EXISTING, PARKIM, LOT LIGHTS AND 15ASE5. 6. THE CONTRACTOR MAY, WITH THE OWER'5 PERMISSION RECYCLE THE EXISTING A5PHALT AND/OR CONCRETE FOR REUSE IN CON5TRUCTIN& TFE NEW PARKING AREAS HNE CONTRACTOR SHALL No"EE •DIGSAFE" AT I-S-DIG-SAFE PRIOR TO ANY EXCAVg110N. ,/15/RI rRVgWS AS FMR ffTY R SaIM BM411CMW NMRNR IYLL "�,/m/Mro "�19I" R:ARaxs As rMR AcwAs MxAueNrs eY lar O Aaam MwAlloc FRmroMx °"� aA Oo THE GATEWAY .'p 0990154 R RL OILEARY-BURKE ROUTE 7 50U H WKLINrTON, VT 990E4—D A vEaM9 CIVIL ASSOCIATES, PLCJo , 5 ""DREW A E85EX JOT., VT VENUE, SUITE 5 DEMOLITION PLAN PAN 7 I•mgO PHONE 878-9990 FAX: 878-9969 BASE BID REQUIREMENTS: 1. AREA I REQUIRES A DA5E GOAT OF 2 1/2" OF TYPE 1 AND A 1 1/2" TOP GOAT OF TYPE III DITUMINOU5 PAVEMENT. 2. AREA 2 REWIRES A PAVING GEOTEXTILE AND 1 1/4` OVERLAY OF TYPE III DITUMINOU5 PAVEMENT, 3. AREAS 3 + 4 WILL REQUIRE A PAVING GEOTEXTILE AND A 1 V4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 4. AREA 5 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4" OVERLAY OF TYPE III 15ITUMINOU5 PAVEMENT. 5. AREA 6 REQUIRES A PAVING GEOTEXTILE AND A 1 1/4- OVER LAY OF TYPE III DITUMINOU5 PAVEMENT. 6, AREA 7 REQUIRES A I 1/2" DA5E OF TYPE II AND A 1 1/4" TOP OF TYPE III DITUMINOU5 PAVEMENT. 7, AREA 6 REQUIRES A 2 I/2" DA5E OF TYPE II AND A 1 1/2" TOP OF TYPE III DITUMINOU5 PAVEMENT, 8. AREA 9 REQUIRES THE EXISTING ASPHALT TO BE REMOVED IN ITS ENTIRETY, 9, ALL PAVEMENT MARKING5 SHOWN ON THE 51TE PLAN SHALL DE INCLUDED IN THE BASE DID. PAVING, GEOTEXTILE NOTE, THE CONTRACTOR SHALL PROVIDE AND INSTALL FADRIG IAMOGO PETROMAT 4599 OR EQUAL) FOR INSTALLATION UNDER ASPHALT OVERLAY ON AREAS 2-6, THE FADRIG SHALL DE INSTALLED OVER AN UNCUT ASPHALT CEMENT TAGKCOAT, THE CONTRACTOR SHALL FOLLOW THE MANUFACTURERS RE_OMMENDATION5. ALTERNATE BID: THE SITE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR AREAS 3 AND 4. THE ALTERNATE BID SHALL INCLUDE RECYCLING THE EXISTING ASPHALT IN PLACE AND REGRADING AREAS 3 AND 4 TO PROVIDE FOR A 3" 51MWALK REVEAL AFTER THE PLACEMENT OF A 2 1/2" DA5E OF TYPE I DITUMINOUS PAVEMENT AND A 1 1/2" TOP COURSE OF TYPE III BITUMINOUS PAVEMENT IN AREA 4 AND A 1 1/2" DA5E OF TYPE II DITUMINOU5 PAVEMENT AND A 1 1/4" TOP COURSE OF DITUMINOUS PAVEMENT IN AREA 3. GAR - AGGE5515LE PARKING NTS RESERVE PARRNINO B' TO FLANGED CHEL CRWND STEEL POST VT. SHT, E-12ANN1 HANDICAP SIGN NTS 1B" RESE PARNINO N VAN ACCESSIBLE B' TO STE LEO CHANNEL GROUND STEEL POST W. SHT. E-121 VAN AGGE551 P LE SIGN MIS NOTE5, STANDARD PAINT SHALL DE USED FOR ALL LINE5TKIPING AND HANDICAP ACCESS AISLES THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP DAK5, PARKING STALL LINE5TRIPIN6, HANDICAP PARKING 5TALL5, CRO55WALK5, "FIRE LANE" AND "NO PARKING" MARKINGS, AND PAINTED ARROWS IN THE DA5E BID. VAN - AGC.E5516LE PARKING NTS & — 1 31E r, STOP NEW ttPARKIN6 s nc s ,,,+rrYtt FLANGED P CHANNEL IT ° STEEL POST ,._.L�^ NEW ARROW TYP TO JWND VT. SHT. E-121 "� CROSSWALK, T P._ / I Y U..S. ROUTE 7 SHELBURNE 1W 411 5TOP SIGN APEA 9 NTS VT.SHT.E-143 w. I PAVING PLAN DURABLE ARROW 111=C01 NOTE5 V 1 I I EXISTING SITE INFORMATION WAS OBTAINED FROM A GROUND SURVEY COMPLETED BY OLEARY-BURKE CIVIL ASSOCIATES BETWEEN 6/17/99 AND 9/15/99 2. EXI5TING U'IDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE BEST AVAILABLE INFORMATION IW-L-LOING PHYSICAL PULLING OF COVERS. SURVEY LOCATED VALVES. HYDRANTS AND q I OTHER PERTINENT ABOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER 517E f + UTILITIES FLAN REVI5E0, "ALTERNATE` {3 DY FITZPATRICK LLEWELYN DATED MARCH M69. DURABLE STOP IETIERB— 1 ( Q AND STOP BAR 3. THE VERTICAL DATUM ON THIS PLAN WAS E5TABL15HED ON VERMONT NAVD 68 U51N MONUMENT NOTE ARROW SHALL BE 6MI-31 LOCATED ON THE SOUTH 15LAND IN FRONT OF BEN FRANKLIN. 91PEECIFIC.ATIC15T STATE 4. THE CONTRACTOR SHALL REMOVE ANY EXGE55 OR IMPORT ANY REQUIRED MATERIALS AS NEEDED. TY3EGA'IEWAY �. IPAINTED ARROW �� 5. THE CONTRAGTOR SHALL REMOVE ALL THE EX15TING PARKING LOT LIGHT5 AND BASES.�® NOTE, STOP LETTER5 SHALL NTS MEET STATE WEGIR&TION5 6. THE CONTRACTOR MAY, WITH THE OWNER'S PERMISSION, REGYGLE THE EXISTING ASPHALT tAND/OR CONCRETE FOR REUSE IN CONSTRUCTING THE NEW PARKING AREAS. i e - 7 THE PAVEMENT CONTRACTOR SHALL INCLUDE ALL STOP BARS, PARKING STALL LINE5TRIPIN, S r ` 12" WHITE STOP BAR HANDICAP PARKING 5TALL5, CRO55WALK5, FIRE LANE" AND "NO PARKIN" MARKIN5. AND PAINTED Q I M)NMGM C BACK ARROWS IN THE BASE BID. M FROM CROSS SWALK STOP SIGN GAR, + LETTERING oaIrllnr THE rl�. PRIOR TRACiOR SHALL NOTIFY 'bIGSAFE" AT NTS ; S`� A�(�� 1-BBB-DIG-SAFE TO ANY EXCAVATION. i j MUST s ' ssn Planning & daigR LAN E NE =:f ACo ySaE . - �rrrlr111A ,�.',6"� moe:1(eviT emoovR �—LETTER5 SHALL BE 2 FEET Mc Nm186s-va HIGH WITH A WIDTH OF a• FLANGED CHANNEL 6 SPOST SE GxOOP „MM. .�, v 1 t/1B/0, gENn0119 A9 PER C1T'6 MNRI BIIRUNcrOu CONMENIS irra sxsiecxna mrnn BY TEEL BAR : 1/2B/W AYTW0E1 RENa0N5 A9 PFA AGpiA'9 W,Iafi15 TO GROlINO ° VT. SHT. E-121 NOTE PAINT SHALL BE DURABLE Mi TYPICAL E WIDEOBOA"°"'""` """NR'""" THE GATEWAY DURABLE CROSSWALK ANAL O m[.M,/cpx..E,FT TKUGK5 MUST TURN LEFT SIGN CK055 - WALK PAVEMENT MARKINGS 7777 TT� PAVEMENT REMOVAL PLAN NTS NTS NfS K.1 OTEARY-BURKE ROUTE 7 SOUTH DURLINGTON, VT 9E 1"=100' — CIVIL ASSOCIATES, PLC ,, POURED IN PLACE 35M PSI CONCRETE OR A PRECAST CONCRETE RING BETWEEN BOTTOMON FRAME.. MAXXIIMOP UM III BE 8 INCCHES. (BRICK SHALL NOT BE USED). FRAME ffi GRATE LEGLA, NON -SHRINK ll( 121 (OR EWALI ---� OR LKI20A IF DOPEE GROUT OR NEW CURB SHALL BEST ON TOP BT. CO.C. BASIN COVER - ADJUST HEIGHT EXCEEDS S% �OF I OF CURB AS REWIRED FINIS GROUT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH THE CATCH BASIN TOP WITH NO OVERHANG. %:;:K` ALL STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL ENGINEER TO WITHSTAND AN 1-24—�� H2O LOADING REWIREMENT ALL BACKFILL�./-FLEXIBLE SEE MECHANIC ABLE RUO ALL PIPE OPENING SHALL HAVE A WATERTIGHT PIPE SLEEVE OR GASKET. THOROUGHLY COMPACTED • IN 6' LIFIG� PIPE I" 4000 P.S.I. CONCRETE TYPICAL ON ALL OUTLET PIPES J8' 12- MIN. '«= -UNDISTURBED 6ql (EDGE PAYMENT UM 3' EXTEND BEDDING TO ORUSHED STONE BEDDING'`^ LIMITS OF EXCAVATION PREGA5T CATCH 6A51N NTS CATCH BASINS SHALL BE SIZED SUCH THAT: 1. AT ANY ELEVATION, A MINIMUM OF 60R OF THE CIRCUMFERENCE SHALL BE CONCRETE. 2. THE MNIMUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE, BETWEEN TWO OPENINGS SHALL BE 6". 3. THE BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS: CATCH BASIN DIAMETER LARGEST PIPE DIA. ALLOWED SIDEWALL ICKNESS CONCRETE COVER ICKNESS 36 10 4 6` 46 30 5 10 00 36 6 12 72 48 ]' 18 III 9�N � III MANHOLE_ CHANNEL FINISH GRADE NT5 19W, UNDISTURBED SOIL BACKALL WITH APPROVED EXCAVATED MATERIAL THOFOUGHLY COMPACTED N 6 LIFTS APPROVED ROCK FREE �) 0 _� PERFORATED PE PIPE BACKFLL THOROUGHLY D/2+12 ')" /- SEE PLAN FOR DIAMETER COMPACTED IN 6' S ((NO STONES UFTWO ��_. O LARGE IIAN 1 1/2" ,G THE CONTRACTOR SHALL WRAP TX E PERFORATED PIPE AND STOLE 31/4 TO 1-1//2" CRUSHED S70NE �ODIf1G ,�4 D INA 140N OR EQUAL DRAINAGE FABRIC D/2 + 6" o�� O (j t L'. o^. C ------UNDISTURBED SOIL -EXTEND BEDDING TO LIFTS OF EXCAVATION UNDISTURBED SOIL D +2' STORM SEWER TRENCH NTS LOBARON LC226 OR EQUAL GRADE _MORTAR FRAME TO 1000 GALLON MANHOLE RISER SECTION HEAVY-DUTY CREASE TRAP WITH --� FULL LENGTH BAFFLE PRECAST REINFORCED NN NONSHRGROUT \ u HEAVY-DUTY CONCRETE RISERS AROUND ALL PIPE-T OPENINGS (TYP). 3" VENT- _._.�. } b" IIVI I I -. - LIQUID 6" OUTLET LEVEL NOTES I. CONCRETE: 4000 PSI AFTER 28 DAYS 2. REINFORCING: 6X6/TO%IO WELDED 'WIRE MESH 3. HEAVY DUTY TOP REINFORCED WITH N5 BAR 0 12- O.C. EACH WAY 4, KEYED JOINTS SEALED WITH O-RING GASKET OR BUM RUBBER ROPE 5. PRECAST CONCRETE SECTIONS SHALL BE IN ACCORDANCE WITH ASTM C-478 C6REA5E TRAP FOR-11TARY LINES, IF COVER IS LESS THAN S 1/Z. RACE 2` THICK INSULATION BOARD WINCH IS SUITABLE 1. 6UPoAL OVER PIPE. IN NO CASE SHALL THE COVER BE LE55 THAN 3 1/2' OVER THE CROWN. BACKFlLL IN APPR EXCAVATED MA 1. IxOROUY' LY -A, 6' LETS THE SIDES . TFENLND DF Rroo E APPROVED ROCK fAFf 6ACKFlLL THgRWgRLY COMPACIEO IN 6' Ufa (NO THAN , to 2R 1 1/z• dAMElpi) 115E 4' DIA. PVC WE TO MARK LOCATION AND DEPTH OF SERMCE CMNECRCNDTQH_ PHOVEERw PLUG FINAL —TO 2 T`,,— PLUG - 5WEEP FlT11NG SOR 35 vVC WYE EEE SEWIIR TRENCH DETML FOR SEWER MAIN AND SERNCE BEODINC DETAKS SANITARY SEWER 5ERVIGE CONNECTION NT5 UNOS1URBN Sat COVER 5 LER THAN ] 1JY LACE x' -A - "I MI"OW[A OeNfA�P'YTAE- LSE 91ALL THE - ov�ER DvERm11IE a °F n IAN'S GUTSIDE PE) HE -1IUCTCR SHALL AT I DARES KEEP THE 1PENDIES NTNELY FREE Di WATER LNI WDREADY� RACKFlITHLp�iC UNp SIINDFJ uN. --! \ }/, STONE BEDDING TYP I GAL SANITARY TRENCH NT5 MANHOLE FRAME & COVER NEENAH R1642, LEBARON LC266 OR EQUAL. FINISH GRADE RAISE FRAME & COVER TO FINISH ELEVATION WITH CONCRETE GRADE RINGS NO BRICK SHALL BE ALLOWED A.S.T.M. C478 PRECAST REINFORCED GONG' MANHOLE CONE AND RISER COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2" GRADE 60 STEEL REINFORCEMENT OR EWAL. To O.C. MAX. 6` O.C. MIN. MANHOLE OR APPROVED EQUAL CLASS B CONCRETE SHELF 2-4' RISE- CAST IN PLACE RUBBER GASKET FOR SUITABLE CHANNEL BACKFILL N LEDGE PAVEMENT 12" LIMIT --- PRECAST MONOLITHIC ,'1- � , CONCRETE BASE MIN. HEIGHT. EACH W O.C. EACH WAY LEDGE PAYMENT LIMIT SHALL BE 3' OUTSIDE OF THE MANHOLE STRUCTURE TO A DEPTH OF 24' BELOW THE INVERT. --I NO PARGING OF INTERIOR JOINTS KITH MORTAR SHALL BE ALLOWED GROUT FRAME TO BRICKS zu aMP s1RAFs IXPAxMOx ftESDNeIT NYLON ROPE, Y MT WASHERS) INSTALLATION DETAIL BAG DETAIL INLET SEDIMENT CONTROL DEVICE NTS i- COAT EXTERIOR OF CONCRETE AND BRICK WITH TWO (2) COATS OF WATERPROOF SEALANT 3'-0' SEE SPECIFICATIONS FOR MH 1ESTING REQUIREMENTS 0 RING RUBBER ��- GASKET IN ACCORDANCE WITH A.S.T,M. C-443 AND A.S,T.M. C-361 OR 8VTYL ROPE -WELDED STEEL WIRE FABRIC VARIABLE STANDARD LENGTHS (1,2,3 & 4 FT.) VARIABLE STANDARD PLUG LENGTH 6 8" 6" 3/4' TO 1 1/2' CRUSHED STONE BEDDING DO NOT USE LIMESTONE EXTEND 8EDDING TO UNITS OF EXCAVATION TYPICAL PRECA5T STORM/SANITARY MANHOLE NT5 �: w aPaaT I I I III lly III _ L III 1 1 �. veRumt'C�Aipi � I I I II 111 1'I I NIL1P fAANC xAwAmo PmT OGTE: USE ONLY MAN- METHODS TOP V�If 3BC1'[ON JOR77' F INSTALL4TON AND CLEAMNO — WETLMS AND BUFFER ZONE. SILT FENCE DETAIL NT5 GENERAL 5ANITARY SEWER 5PEC5 0 SEE OTHER SPIEETS FOR ADDITIONAL INFORMATION. 21 CONTRACTOR SHALL CONTACT ALL UTILITIES DEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. UTILITIE5 INFORMATION SHOWN HEREON WERE OBTAINED FROM THE BEST AVAILABLE SOURCE AND MAY OR MAY HOT DE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL DE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY. FUBLIC OR PRIVATE, SHOWN OR HOT SHOWN HEREON. 31 THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINE5 SHALL, DE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'TEN OM N STATE STANDARDS - RECOMMENDED 5TANDARDS FOR WATER', 41 PRIOR TO CONSTRUCTION. ALL MATERIALS SHALL DE APPROVED DY THE ENGINEER. 51 STORM 5EWER PIPE UP TO W IN DIAMETER SHALL DE PVC 5DR 35 CONFORMING TO ASTM D-3034, A5TM 0-3212, AND ASTM F-4T7. STORM SEWER PIPE W AND GREATER IN DIAMETER SHALL DE PVC 509 35 CONFORMING TO ASTM D-30J4, A5TM 0-32M AND ASTM F-477. 01 ALL SANITARY SEWER FIFE SHALL DE PVC $OR 35 CONFORMING TO A5TM 0-3034, ASTM 0-3212, AND A5TM F-477, 71 ALL TRENCH FILL SHALL DE PLACED IN 6" LIPT5 AMC) THOROUGHLY COMPACTED TO 951 OF MAXIMUM DENSITY OF OPTIMUM M015TLRE AS DETFJRNINED DY A5TM D9 STANDARD PROCTOR. 61 ALL NEW GRAVITY SANITARY SEWER MAINS SHALL DE LEAK TE5TED DY A LOW PRE55UKE AIR TEST AND OEPLECTION TESTED. THE LOW PRE55IL RE AIR TEST WILL BE USED TO SIMULATE INFILTRATION OR EKFILTRATION INTO OR OUT OF ALL GRAVITY SANITARY SEWERS. ALL TESTING WILL DE CONDUCTED VOFR THE SUPERVISION OF THE ENGINEER. AIR TE5TING SHALL DE PERFORMED IN ACCORDANCE WITH ASTM C628-60. THE MINIMUM ALLOWED TIME FOR A PRESSURE DROP FROM 3.5 PSI TO 2.5 P51 SHALL DE L2 MENUTE5 PER 100 FEET OF 8" SEWER. AFTER THE FINAL OMKFILL HA5 BEEN IN FILACE AT LEAST 30 DAYS. THE DEFLECTION TEST MAY BE PERFORMED. NO PIPE SHALL EXCEED A DEFLECTION OF FIVE PERCENT DM. IF THE DEFLECTION TE5T 15 RUN U51NG A RIGID BALL OR MANDREL. IT SHALL WAVE A DIAMETER EQUAL TO 95Z OF THE INSIDE DIAMETER OF THE PIPE. THE TEST SHALL BE PERFORMED WITHOUT MECHANICAL FULLING CXZVICKS. 9! ALL SANITARY SEWER MANHOLE5 5HMLL M TESTED PRIOR TO CONSTRUCTION OF THE INVERT DY THE VACUUM TEST METHOD DESCRIBED IN THE TECHNICAL SPECIFICATIONS. THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM 10' OF MERCURY TO •F OF MERCURY SHALL DE 2 MINUTES. KA ANY 5LRFACES. LINES, OR STRUCTURES WHICH HAVE DEEM DAMAGED DY THE CONTRACTOK'5 OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WEEKS FOUND IMMEDIATELY PRIOR TO THE DEGINJING OF COSTRUCTION 11) THE CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF THE INDIVIDUAL LOT SEWER LINE SERVICES WITH THE OWNER AT THE TIME OF CONSTRUCTION. l-U W L u IMP<D°4 AS xAIe.YD wY oW DUMP5TER FENCING (SECTION VIEW) W •Au or xw _� Ifl -' ## wY caz��p N RR041 Cu / ➢ ° $ � Ce corc aaT IT. PIAet eucw Tas rr roe» w ragnl' E{ a carureo 4u�/ r: El >; .r. worn mLDr4o .sue wP v wlLs V xWef MY X .e caw. d PRNhr� L-vY wA M DUMP5TER FENCING (PLAN VIEW) DOLLAKE) DETAIL NTS THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 641 1-800-225-4977 PRIOR TO ANY EXCAVATION. :® vYNXs u oR4v 6aLTa GATE DETAIL NT5 cLY NA. 1W1 AeL�icslT� GATE DETAIL (SECTION) NT5 NT5 f ALL JOINTS SHALL BE THOROUGHLY 1. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL UEVICES. CLEANED AND EXISTING 2, RESHAPE HOLE AND PATCH AREA BY CUTTING WTH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. COATED WTH SMOOTH CUT EXISTING BIT. 81T. PAVING CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOLID EMULSIFIED ASPHALT PRIOR _. ...._.. .__..___..—_____-_ _..__-___ ____ _ PAVEMENT PRIOR TO PAVING ON ONE BOTH SIDORES PAVEMENT - TO PAVING i / 3. BACKFILL TRENCH IN 6" LIFTS AND COMPACT EACH LIFT TO 95X OF MAXIMUM DENSITY OF OPTIMUM MOISTURE - A MINIMUM OF 1 1/2' OF TYPE III DETERMINED BY ASTM 0698 STANDARD PROCTOR. OVER 2" OF TYPE II BASE COURSE 4, REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. W BIT- "_CONS \��\\\\\\\\ 5. ID EM HL� (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON O�Y�RUa "SS OF EXISTING GRAVEL 6. PLACE TYPE II BASE COURSE PAVEMENT A MINIMUM OF 2" THICK. EXISTEXIE)TINMINIMUM DENSE GRADED I �I37-�VSHED � - FILL TOP OF HOLE WITH TYPE III BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2". FINAL I04.06 STONE PER VR. STATE7. LET SHOULD BE 1/2° TO 1" ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION - THE PATCH IS LEVEL WITH WE EXISTING PAVEMENT. EACH LIFT SHOULD BE THOROUGHLY COMPACTED WITH A VIBRATORY PLATE COMPACTOR VI A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 20 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A TEMPERATURE ABOVE 250 DEGREES F ARE TRENCH O HE TO ENSURE GOOD COMPACTION. HANG TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS EXCAVATION THAN 1 S.F.). 8. CLEANUP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNS AND DEVICES. REPLACEMENT OF EXISTING DITUMINOU5 PAVEMENT S" THICK 35M P.SI. CONCRETE WAIX 4'TOPSOL 1�5 — ALL EXPOSED SURFACES TO RECEIVE 2 COATS MIRAfI OF AN ANTI -SPARING COMPOUND. FABRIC OR TYPICAL 51DEWALK SECTION NTS CONCRETE CURB CGNOMTE 4T, FIRE LANE SEE SHEET 8 FOR -LETTERS SHALL 15E 2 FEET PAVING REOUIREMEN7$ TOPSOIL HIGH WITH A WIDTH OF 4" SEE SHEET 8 FOI SEE SITE PLA PAVING REQUIREMENT, FUR ORADIN SHOV NOTE' PAINT SHALL DE DURABLE A92' DENSE CRADFD�CW15HF4D':STONE PAVEMENT MARKINGSNTS r.INIMUM 12' FABRIC OVERLAP NOTE: DETAIL APPLES TO AREA 7 AS SHOWN ON SHEET 8 MINIMUM WDTH 6'4 PIPE DIA.-�� PARKING AREA DETAIL NTS 4.-0. t /q. LIMPER - FlNSN- •• QN INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMINATES TYPIr_Al TAPrPrn I'A IQg NTS S' THICK 3500 24' SAND HH��1..2��" ///--- 4'TOPSOIL . BASE (V?VARIES / SPEC. I SEE PLAN / 703,03) 1 e' CRUSHED �, (� �/ ;/ YR ' 2" THICK DOVE STYfROFOAM SM GRAVEL BASE OR EQUAL INSULA710N BOARD (VT. SPEC. 704.05-FINE) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANT -SPARING COMPOUND. TYPICAL 51DEWALK SECTION ADJACENT TO DUILDING NTS - _..... _..� .._ MIRAFI "OX FABRIC OR AP. 1/2- RADIUS EMULSIFIED ASPHALT- 1/4' RADIUS 3,500 PSI CONCRETE I F- END AREA . 0.94 S.F. 4" PERF. PVC SDR 35 (ASIM F758 OR AASHTO MISS) 5' BELOW FINISH GRADE OFFSET PIPE 18' FROM FACE OF CURB UNOERDRAIN WITH 3/4" TO i '-11I- -I'[- GLEAN STONE IN MIRAFI IRON FABRIC I I I I I I I ill.WRAPPED TYPICAL 8' VIDE DURABLE CROSSWALK CRO55 -WALK NTS NOTES i) CURBING WITHII/8"—JOIN BETWEEN RE RUCTED IN 10' SECTIONS SECTIONS. 2) CURBING EXPANSION JOINTS SHAD. BE CONSTRUCTED EVERY 20 AND 5HALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 ( 1/2' SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPALUNG COMPOUND. GONGRETE C.URP NTS CONCRETE VERB SEE SHEET 8 FOR PAVING REQUIREMENTS I TOPSOIL SEE SHEET 8 FOR RING REQUIREMENTS-'T SEE SITE PLAN / _ \ FOR GRADING % ASS' LIAISE GRADFU.CRUSI%D SHJNEA(,// "Sf TI 704,06 aML CONTRACTOR SHALL NOTIFY ENGINEER TO INSPECT SUBGRADE SOILS BEFORE PLACING ANY GRAVEL NOTE: DETAIL APPLIES TO AREAS 1 AND 8 AS SHOWN ON SHEET 8 MINIMUM WIDTH 6"4 PIPE DIA,--F -I ROADWAY AREA DETAIL NTS DURABLE ARROW NOTE, ARROW 5HALL DE SIZED TO MEET STATE SPECIFICATIONS PAINTED ARROW NTS SIDEWALK RAMP r TEXTURED N� 1/e" REVEAL /ROADWAY SURFACE 8.3 X MAXIMUM Section A —A CURB 2' CURB iRANSI ION SIDEWALK RAMP (TEXTURED) Section B—R n STOP P FLANGED CHANNEL 8' ,.STEEL POST TO GROUND VT. SIT. E-121 STOP SIGN N.T.S. VT, SHT. E-143 GAR-AGGE55_IDLE PARKING NTS SEE MANUFAG7URERS DETAIL SHEETS / FOR KEO'D / BOLT PATTERNS 70" 2.1 FINISH GRACE 44REDAR 4 ORtZ. 3 VE RS W 3 VERT. 5TI STIRRl.1'S 48 2" 5CH 40 CONDUIT IN 12" FABRIC OVERLAP 4• PERT. PVC SDP 35 (A TM F758 OR AASHTO M195) 5' BELOW FINISH GRADE OFFSET PIPE 18' FROM FACE OF CURB +I 24 J -- 6' LONG COPPER UNDEROWITH GROUND ROD WITH COPPER WIRE FOR C ONJECTION TO POLE 1 1 3/4" TO 7 1/2' --CLEAN STONE WRAPPED IN MIRAFI WRAP FABRIC TYPICAL LIGHT POLE FOUNDATION 115LAND1 NTS 24' 5EE MANUFACTURERS DETAIL SHEETS FOR RFq'D DOL7 PATTERNS RESERVED PARKING 8' TO `—•-fWIGED CHANNEL OROUND STEEL POST VT. SHT. E-"I HANDICAP 516N NTS 18" RESERVED PARKING iv VAN ACCESSIBLE RANGED CHANNEL GROUND STEEL POST SHT. E-121 VAN ACCE55If5LE 516N NTS VAN-K,GE551DLE PARKING NTS MOEWAIJ( RAMP WTH TEXTURED FINISH W SDEWMK RAMPS MAIL BE INSTALLED AT AIL STREET INTERSECTQIS WHERE NEW SIOEWMNS AND OIRBS INTERSECT. .0.:., I MAXIMUM DESIRABLE RAMP SLOPE - 1'/FT. V4_111 SINGLE RAMP ON TAN( EIT, NARROW OR NO GRASS STRIP 51DEWALK RAMP NTS GENERAL G0N5TKUGTI0N 5FEGIFiGATION5 —_ 1) UNITY INFORMATION SHOWN HEREON WAS OBTAINED MOM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE CONTRACTOR SHALL VERIFY EXACT LOCATION OF EA NO UPUTIES AND SHALL BE RESPONSBLE FOR ANT DAMAGE TO ANY UTIUTY. PUBUC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY NEW TAP LOCATONS AND SHALL CONNECT ALL UTUTIES TO NEAREST SOURCE THROUGH 00 INAT(RI WTH UTILITY OWNER. 2) WE CONTRACTOR SHALL BE RESPONSIBLE FOR UEMOMTON AND REMOVAL OF ALL EXISTING VEGETATGN, PAVEMENT, AND STRICTURES NECESSARY TO COMPLETE THE WORK UNLESS NOTE) W THESE PLANS, CONTRACTOR SHALL REMOVE ALL TRASH FORM SITE UPON COMPETIOM OF CONSTRUCTION. ANY SURFACES, LWES OR STRNCTNIBM WHICH HAW BEEN DAMAGED BY THE CONTRACTORS OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOND ILWEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION. 31 SEE OTHER DETAIL SHEETS O THESE PLANS FOR ADDITIONAL DETAILS, REQUIREMENTS AND WECIREATONS. 4) ALL WORK SHALL BE N ACCORDANCE WTH WE 1990 VERMONT AGENCY OF TRMISPORTATW STANDARD SPECMTCATONS FOR CONSTNCTIN, WE TOWN WBUC WORKS SPEOFICATION% AND THESE PLANS. S) NEW PAVEMENT MARMNGS SHALL BE IN ACCORDANCE WW NOT #4 WITH THE ANEW BOVE. All EXt"M PAVEMENT IMPROVEMENTS MN BE JREMOVt:TUMARKINGS BY "DING OR BURNING 8) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MMNTABOD AT ALL TTME% GONTHUOGS TWO-WAY TRAFFIC MU_ BE REQUIRED AT NIONT. PEAK-HOURA AND WRENEWR POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES IF DEEMED NECESSARY BY THE OWNER. MUNICIPALITY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER SHALL DIRECT TRAFFIC WRING PEAK HOURS TEMPORARY COISIRUCTON SIONS AND TRAFFIC CWTRUL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WTH STATE AND MO STANDARDS. 7) WE CWTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF WNSTRUCTON DOES NOT MEATE A NUISANCE OR SAFETY HAZARD. WHERE AND WREN DEEMED NECESSARY, THE CONTRACTOR WILL BE REQUIRED TO NET SECTIGNS OF THE CONSTRUCTION AREA W. WATER, APPLY GALCflM CHLORIDE OR SWEEP WE ROADWAY WITH A POWER BROOM FOR OUST CONTROL 8) THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, CUTTING PAVEMENT, BEGINNING WE INSTALLARO4 OF ANY UTUTIES. BWNGING N ANY NEW MAVEL. OR STONE FOR THE NEW BASE. PAVING. ALL TESTING AND FINAL INSPECTION, IN ODBE TO ASSURE COMPLIANCE WITH THE PLANS 9) PRIOR TO BEGNNNG CONSTRUCTION. ALL MAMMALS 5HALL BE APPROVED BY THE ENGINEER. 10) ALL FILL SHALL BE EII N 6 INCH LIFT, AND WOPOUCH_Y COMPACTED TO 95X OF MAXIMUM DENSTY O OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASM W96 STANDARD PROCTOR, AND SHALL BE TESTED AT 500' INTERVMS, UNLESS OTHERMSE SPECIFIED. 11) BACKEU UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY O OPTIMUM MOISTURE OQVTENT. A MINIMUM OF TWO (2) OOM ACTION TESTS SHALL BE TAKEN AT THE CONTRACTORS EXPENSE, UNDER EACH RUN OF PIPE PROR TO INSTALLING THE PIPES. WE PIPES SHALL ONLY BE INSTALLED OWTt ADEWAMUY COMPACTED SOILS 12) THE HAYBALE DAMS, SILT FENCES. AND DITCHES MAIL BE MAINTAINED AND REPAIRED BY THE CWiRACTOR AFTER EMRY RAINFALL OR AS ORDERED BY WE ENQNEER UNTIL ALL DISTURBED AREAS HAVE BEEN PAVED OR GRASSED AND APPROVED BY THE EMI M. THE MAINTENANCE O WE EROSON CONTROL O"CES WLL INCLUDE WE REMOVAL O ANY ACCUMULATED SEDIMENTATION. 13) THIS DESIGN MUST BE INSPECTED BY OVARY-BURKE OWL ASSOCATES, PLC, ESS X J """ OERMONT. TO ENSURE CdAPIJANCE WITH THESE PLANS. AI!ARY-BURKE WAIVES ANY AND ALL RESPWSIBNTY AND LABILITY FOR PROBLEMS THAT ARISE FROM FALURE TO FOLOW THESE PLAN% SPECIFICATIONS AND THE DESGN INTENT THAT THE PLANS CONVEY, AND FROM FAILURE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT THE WORKS AM TESTS IN PROGRESS. 14) ALL SLOPES. DITCHES AND DISTURBED AREAS STALL BE ORADET SMOOTH, CLEAN AND FREE OF POCKETS WTR SUFFIOENT SLOPE TO ENSURE DRAINAGE, 15) SEE ARCHIMCWN. PLANS FOR BUILDING, _Z FINISH GRADE DURABLE STOP LETTERS AND STOP BAR 44 REDAR �} 4 HORIZ. DABS /- W 5 VEKT. STIRRUPS NOTE, STOP LETTERS SHALI Ci MEET STATE SPECIFICATIONS 2' SCH 40 PVC /- CONDIJI'T �I 12" MITE STOP BAR MINIMUM 4' BACK FROM CROSSWALK STOP 516N, GAR, + LETTERING GROUND ROD�WITH NTS I6 COPPER WIRE FOR COHNECTION TO POLE I ..,".,.. 1 .. TYPICAL LIGHT POLE FOUNDATION (PAVEMENT) NTS GRADATION RRQUUMWNTS PASYR;lo 9Am cu.- - Y SPEC 1...DI Y 1. z t t/t 9o-IBo x t/y o-tdd % 04 Io-1 w x ryw o-Mx Rm 0-M4 QAWL FOR SUBBASC - vR SPEC IOI.M y4 2O-BO x ryoo o-u x }900 0 Wx K SPEC ,M OF SUBBASE 2' „2 W W x -1.X H aobo x ryM -2: ROB 0-4 x W OPECOIoi.aBaNSNm TTBNE i t/Y r 100 z Bo-tamc Y 75-tDOz m-9ta OH trs-DX "I 0" x 3477 F i, ff 4EBrstEPT9 `\,� ,, AWAIIiI� z4z 1 WATER D15TRIDUTION 5PEGIFIGATION5 LI GEERK THIS ITEM 5HA . lF THE LABOR, cQVIN , AND HLA REwMw FME GOMLCre LCNSTRU ON OP- A-1. ND SERVICES WHICHT SHALL INLLIDE E%LAVATION BACKIKLIN6, PINE VALVES. TEES. HYDRANTS. ELBOWS. RLC%K.ERS. AND ALL 0- ARURTIOA NELE5SAKY FOR A COME WATELAN 5YSTEM AS IDI(.ATEO ON THE ALLERED DUWIN65. All .mK-S AND INSTNLAT.- SHALL DE ARROVED DY M LOCAL -I.- WATER NTTOUI L2 Wnra rim WraIKsTHC DULT�iPEI�Ww.Lr A.lTeR OP EINrt nRwls A} AHD AWWA NSI SPCGFICwiIW�n3LD.l FAWN -ON JOINT Plrt SHALL t; 4IN1MAl� ILKNE55 MAPS W55 52 PI AN-dN JORR AGEESSOILCs SHALL Ld4°ORM TO APLIGADLE REQUIKF]ENTS d: nwwA cm oR ANSI xEuflLT,nox A]LR SAT PFE WALL DE !ANENT l4ORTM_LINFD ON M MDIDE IN ALLORDAII(L WITH AWWA GOI M AN51 9. 11CATON Al. (1. THAT M CELEM-LINING TXICKNE55 SHALL NOT DE LEAP THAN NEE- 51%TEEMHS HIGH IJ/01 A FL1D TOLERANCE OF ONE -EIGHTHS INCH IV6} WILL DE PERMITTED fR Nc PIPE DO 11" SHALL U A MM DIALEra d EIGHT INUEa 01 AND LOFOtN. T G SrELFILATION I- GLASS q0 WITH A SOR RATIO OF 16 PIR JOINS SMALL DE M FUSH-ON TYR WITH KiJb R RINGS EXLCPT FOR JOINTS AT FITTIN55 AND VALWHIW SHALL DE LELHANILAL vAL JOINT5.IWATER SYSTEMS WA.IEGT TO ROUTINE rR@SS 1 E%LEFDIN6 ]00 P51 SHALL USE CLASS ]OO PIPE U FITTIN65� D1 OULTML RON FITTIIK» STALL DE CEINI -Lllw. HAVE JSfi IOIRD' WO MS fRESWRE. L, ND [NE IN AGGORDANLE - AWWA G-MT4. L-III. AND L-1D OR G-[E FOR LOI 1 FITTINGS. LELWNI(.AL NOWT M)TS AD EOL.15 SHALL DE HI- STRNGTH LOW ALLOY S_ PER AN51 A- ]Ln C%1GTILE IRON III- LARGER THAN TWELVE NNNES Ili SHALT. HAVE A ITAMARD BODY LENGTH EwK TO LLA55 250 LAST IRON FITTINGS. LAST IRO CLAS5 2SO FITTIH55 WILL BE NIOWw IN LIEU OF -1- IRw FITTINGS IN SIZES LARGER THAN TWELVE 1-1 IM W AL- RETAINER GLANDS Oc . APPROVED EQUAL SHALL ISE USED ON ALL VIMTI REND TO AND A$ SHOWN ON M RAMS. rRE IA GATE VALVE RESILIENT SEAT, ALVES WWJ- DE MNRJFAGTl1RED IN NORM ANER ILA TO LEFT ALL RtOTIRMNTS Of AWWA PER SFEGIf1UTIOW L-SO'1. VALVES TWIS V 1-1 101 AND 5uu i ce SMN.L K DIGd.E-TI6M. 7FJR0 VJRAGe AT ]5O RI WORKING PRE- SHNL VNVE NON -RISING STEMS. OfEI w LdNraCLOLKWISE. ADN PKOTIOED W TWO INCH IT) SQUARE OPERATING WT WITH Aft - IN METAL TO INDICATE DIRECTION OF ORNING. EACH VALVE WALL NAVE INKER'5 NNE FRLSSUK RATING. AND YEAR IN WHICH MARMALTURID CAST ON M BODY. FRIER TO SNhOR _ M FACTORY. EACH VALVE WALL Of .1­1 NYOROSTATIL m"URE EQ1- TO TWICE M SrtLFICD WORKING PRESSURE Buew VALVE SHALL BE NDTALIl1J WITH A - CO% IS VALVE 150.1� LAST IRw 11REE-PIELE SLIDE -TYPE WITH A TOP FLANGE FIVE AND ONE-FOLKTHS INCH D V41 STAR, 6' -M OF TRENCH DAIRY. OR LAST IRw LOVER. NARKED 'WATER' AND INDICATING DIRECTION OF OPENING. 16 FIRE HYCR I- D ALL HYDKANI5 ARE TO DE ]-WAY. Y MNIMM DIN,Era AMO LIWTFD 10 M FOLLOWING YN(ES• HRELLER A-421 lK REMEDY GUARDIAN K-bW LAIN VALVE OFENNNG• S VI INCHES D15 NpLEl IRRAMGEIEHT, Two I V] IIILII IHOSC NOZZLES WITH W rHRLA05 FER Dls INCH ONE • v] MRJN Pura NPzzLe wlm NI THREADS PER I - LCNCGTION MNUI KLNWNl JOINT ORRATION HTi• STANDARD 1 V] MX.N FENTAbLN OHtELT10N a ORNYHG• LOARERGLOLKWISC WA o"Th ENAMELD RFD DerTH w rJutn rvx HYDBJM ION! IT INSTALLED TO TE MAMA'ALT FINISH O INSTRUCTIONS WITH NOLZLEa ADwT 0' ADOVC FININI bItAOE. LT HYDRANT DRANGFIE5 NVOR.AR A>SEIOLIO WALL CONSIST OF A 11% NON 01 AEGHWIGAL JOIN BATE VALVE CONFORMING TO AWWA L-505. A FOUR FOOT 141 LENGTH OP SIX RICH 01 CLAY+ W DUCTILE IRON rim WITH A LEENT-LIN AND M FAKE HYDRANT. TIE HYOKANT SHALL HAVE AT LEAST CNNRQN INUES IEl DETWEEIN M BOTTOM W M STEALER GAr AHD M GROUND. FOR 11--F,WR.Y HIOViE SIADI HIONS. nLOK WMl DE AT LUST CK H1TOU11T AT EACH ITV RSCLTON AID A U%IMAJ O SOO - 15001 EETWTON HYDRANTS WITH A MINIMA WATER PLOW OF SOO GALLOP M MINRE WITH A 20 M MIOUK rIRESWRE rcw [AGM HYOtNNT U COhIRUT.TICN -MODS A. �IECTION AND -- ALL PIR MID FITTINGS SHALL DE INSRLTEO AND TESTED IN ALLORDANLC WITH M IANFALTURERS SRLIFILATIONS AND TIE AFCRLNEMI AWWA SRLIFICATIOIS. M LONTRALTOR SHALL PUWISH POR AROVAL LERTFILAYId! FROI M PIPE MA4XAGTURER TOUT Ill TESTIS HAVE DEER PERFORMED WITH SATISFACTMY ROTA-T5. PIR SHALL NOT OR INSTALLED WIYHDUT THE EWUN JrS Ot WAM AUMOKIT S AmIKOVK. INSTALLATION rm. FITTINGS. AD ALUSSOIt1E5 SHALL DE CARVLALY HWDLm TO AVOID DAMAGE. PRIOR TO M DATE OF AGGEfTNTCE OF M rROELT WORK DY M OWHtlL M CONTRACTOR WALL RPfL, ANY KW FIFE OR ACCESSORY FOUND TO BE DERELTIK AT ANY TIME. RVLUDING AFTER IWTNLATION AT NO EXRJCC TOM OWNER. All IIDTALLATION AID TESTING SHALL DE OOHE IN ALGORDNK,E WITH AWWA STADMD L-60p AND ANSI 5PECVWATON .1.1 ALL PrES SHOWING CRACKS WALL DE REJCCTRD IP LRAORS IX.CIR w M rim M 'ACTOR MAY, AT HIS OWN EIVCN5E A WITH TIE ARROVAL a TK ENGINEER, CUT OPF THE CRACKED PORTIONS AT A POINT AT LEAST TWELVE WOES Ilr ROM M VISIIXL LIMITS a M CRACK AND US@ THE SOAR PORTION OF TIE PINE ALL FIFES AD F 11- -1 DE CLEM® OF ALL FOREIGN MATTER AND DEDRI5 PRIOR TO INST-T10N AND SHALL DE KER CLEAN UNTIL M TM OF ALCEFTANCE DY M OWNER. AT All TIRES, wHN THE PLR LAYING 15 NOT ALTUKLY IN r0 5% THE O ENDS OF THE rim SHAG DE CLOSED DY TELPORNLY WAIM116NT FLW5 OR DY 011ER _,lVED LEANS. IF WATER IS IN M TREMN WHEN WORK IS RESUEp. M PLW SHALL NOT CE RPAOVED UNTIL Nl OANGFR OP WATER ENTERING M PIE S PASSED. M PIPE SHALL DE INSTALLED IN TRENLHCS AHD AT TC LIE AND GRAD¢ SHOWN w M CONTRACT 1; WI;: ANY DLPL[GTIOH JORR5 HALL DE WITHIN 1K LMLITS SRLIFw DY M MNRFALTIRER. NJ. IrING AND IrP11RTFNANC[SwLCNEGTEO TO THE EQUIPLONT SHALL-FSVrgtTED 50 THAT STUN WILL DE VELD M EwIPYElI. IF M 15OV r ALttRPRS SRLFKATIONS INCLUDE THAT rrING WADS ARE NOT TO CE TRA!A RXE .. M LOMR.YCTOR SHALL 5LEIIIT CERTrILAT10N aF LOW.IINLE cdNLKEre THI1 CLOCKS SHALL DE INSTALLED w ALL RWS. TEE5. ND BEDS DEFLELTINS, n 1/4 OESKIRI OK MORE LAKE SHALL DE TAKEN TO ENSURE THAT CONCRETE WRJ. NOT GONE IN COM'ACT WITH PL~I, JOINTS. OR DOLTS, M RQUI AREA OF MUST DWCKS ARE IHDIGATED ON M PLANS OR SHALL DE AS ARROYED DY THE ENGINEER WHENEVER SEWERS LR055 UNDER WATERMAIN5. M INATEtL N SHALL BE LAID AT SUCH AN EILVATION THAT M BOTTOM OF M WAIRKNAIN 15 AT IEAST 0 INLHLS ABOVE ME TOP a M SEWER. MI5 VERTICAL SI A TILW WALL K HMINTAIIED FOR THAT rORTION ar M WATERIRIN LOLAmD WITHIN 11IN FEET (ID) HORIZONTALLY OF AR' SEWER IT - SHALL }HERE DE NO PNYSWAL COIlEG- EETWEEN M DISTRNNRIw SYSTd AND ANY rlrt5. f1Af5. HYOtANT5. OR TARS WNILH ARE WRFI_EO OK WY DE SIFII.W WITH A WATER THAT IS, - IMY DE YWNTNNI .. IN ROTACG5 WHERE M USE a OFFEtEE I- OF Ilm RCQUIRE JOINMN6. M GOHTRACTOK SHALL FURNISH ND WSTAL NL NELESSMY ADAfTHH. ALL TKENGHING SAFETY 5TADARD5 SFNLL DE IN LaFaKLvaiTL WITH ALL ARLILKTL STATE AO FEDERAL f�UlDfl APES AND AS SRl.Fw ON M BANS. M LOMRALTOR SMMLL AT NJ- TINES, KEEN M TRfJNUES EMNtELY FREE OF WATER UNTIL All. WORK IS 1I41SHED AND RUBY FOR DAC%IILLINb AFTER THE VMIOUS PFELIES HAVE BEEN INSTALLED. M TBENOES AID M- AREAS TO -FILLED SHALL DE DALKPILLED TO SVN KAO, W1m. WHEREVER POSSIBLE. NAra E%LAVATCD ROM M TRENCH. W DKKFILLI WILL DE ALLOWED UNTIL ANY LONC.RETE MASONRY HAS SET SLFFICICNTLY. AS DETERMINED DY THE ENGINETR. ALL MATERIAL FOR DAURPILUING 5HAL DE FREE OF ROOT$, STUBS. AND FROST. MATERIALS USED OR DALIVILLINb TRPJTLNES WALL DE FREE OT 4TONE5 W NW- OVER RT POWOS. NO STONES SIRING OVER ONE AND ONE__ 1— II I'll IN M LONGEST DILOOIOA SHNJ.. DE PLMLO WITHIN IXE FOOT ID Of M PIPELINE -1. IS L FILL@D. BALKFILL FOR ALL rIPE.11E5 WALL DE MGEO W SIX HIGH 01 LAYERS. UGH LAYER DEMb Y LOPALTED TO NOT - THAN ^D PFRGEH ar LH _ LWY -ITV AS OETPRMiHw BY M MSHTO-T-1 STANDARD PROCTOR -I- PIIL,MTTIOD WWLL DE FIRE CONNECTON A%E1N IN M PVl.OBNT AND COYPAGTNd OF M DALKFILL ._1AL IN ORDER NOi TO DAWGE TO SPRINKLER TwLTI.We M DACWRL WLLLL OE dtOUNW v evEN.Y. .SIC wwrptWlxs WALL DE SYSTEM iALIID WITH A MNM4M TQMR CEPON OF 51% 0) SLRlLUa E%GAVATEJ WralALS NOT USED FOR BACKFn1 STALL DE DISPOSED OF IN A MANNER ISFALTORY To M FH6IHEEL ALL SU"L-U5 MATERIAL OR SrOIL SOUL- EE REMOVED FR TLY AND DISPOSw - SO AS NOT TO BE ODJECTN%ADLE TO ADUTraS OR TO M GENERAL PUBLIC. VALVE DOXO ARE TO DE INSTALLED pN ALL DIAw VALVES. M DO%ES 5HALL DE LAST IRON Y11T A MINIM. FIVE AND ONE-FO1RT15 INCH D V41 DIA.ETER AND LONG 1ENOL I TO E%1@ID OM THE VALVE TO rINI GRADE M BONES SHIN-L ENd.OSE M OPERATING NIT AND STUN- % OF M VALVE. VALVE DOES SHALL NOT TRANSFER WADS INTO M VALVE. LOVeR5 SHALL DE LOSE FITTOIS ATD DIRT-TIGH1 WITH M TOP OF M LOVER PLUSH WITH M TOP O' M DOX RILL OVEK SHALL OE MARKw 1NAT V W AN ARROW INDICATING M DIRECTi OF OPENING. V@ E0XE5 SHALL DE TRY PIECE 15Lif M GONTKALTOR SHALL PROVIDE A ITADIF, TEPORARY PVL IIARKtR AfHROVc'D DY M EN6NEER AT NL GATE VALVES. LLWD STCF5. AND AT M ED OF WATERLRES TO A POINT SIX INKS ABOVE FINIWT GRADE M LIARKER SHALL DE SEATED SEGUtPLY INTO M GREBES. FIELD -TI. EXXP AS OTHERWISE ONRELIED. ALL rFEL11E5 SHALL DE TESTED PFELINES LAID IN AVATON OR BEDDED IN COIKRETE SHALL DE TES1ED RIOR TO DAGKPRLING OR M PURGING OF Gp1LRETE, AND ANY E%POSW rrING SHALL DE TESTED PRIOR TO FN]D rMMNK. M GONTRALTOK WALL FUUIISH ALL GAUGES. TOTING M1.UFA. CAR. AND ALL OTHER NECESSARY iwU. T AJD LABOR � 11" L@AKAC AM rR@SSIItE TEST IN SEGTICNi OF AN APMWED LENGTH EAUI VALVED SECTION OR A MAX- OF ONE TMwSAW F@ET 1wom OP M rim WALL DE TE5TEO ALL SCNGE OF THC ENGINEER. FOR M PR ff TEST. M GCNTRALTOK SHALL DEVELOP AHD MAINTAIN 200 POUNDS PER SWARE IHK.II f TWO HIXIRS. FAILURE TO HOD M DOIENATED PRESSURE FOR THE TWO-NOUt NOD LON5T(TVTES A FAILURE OF M SECTION TESTED. M LEAKAGE TEST 5HAl DE RRFOEAKO LOXLRRENTLY WITH M PRESSURE TEST. -INS THE TOT, M COMRAGTOR SHALL MEASURE M AJNTITY OF WATER RwI TO IANTAIN M TEST PRO%Rt. LEAKAGE SHALL NOT EXCEED M OUNITITY b1VII1 DY, L SO DOMRK ROOT OF D A 00.]OO WIEItEL LLAXAGE IN GALLOISAOI.R 5 LENGTH W PIPELINE TEST® I OIAAETER �Tr1 5N CINGES • vERAGE rsl ALL TESTING SHALL DE (.OIDULTED IN ACCORDANTE Wim AWWA L-600 LATEST REVISION SHdILD ANY SECTION OF THE FINE FAIL ETiER M PRESSURE OR L[AXA6E m5T5. THE CONTRACTOR SHALL 00 EVERYTHING NECESSARY TO LOCATE AND R®AIR M KSFI.V M DEFECTIVE PIPE, FITTINGS, JOINTS AT W E%RNSE TO M OWHISR aslNecnoN UEORINAI.. ar M WA_.. SHALL ec _TlD ONLY _TEK M MAIN HAS CtEN PLUSNED AND A LLCM STREAM 15 OBTAINED AS DETER. DY M ENGINEER M LONRACTOR WALL FIRNIWN ALL LABOR, Jlli)-T. YAI 1.1 AND TOOLS NECESSARY TO IHYEGT M rim AND APRRTEANCES IN ACLORDACE WITH M AWWA 5TAEDARD FOR IN2LTIIG WATQM -. 1- WITH M OICVTION OF M TADILT 1ETIOD. M IETOO a DISINFECTION SHALL DE DY M LdTTMTOIS RFD YETFI00 LTLE55 ORERWISE APPROVED DY M [NGIMFJL AFTER FILLING. FLUSHING. AND THE ADDITION W -TIE SO,VTOI4 M FREE LIEORME LONLfN1RATON WITHIN M rIR SHALL. DE AT LEAST SO - M -1. TER SHALL RERIN W THE W.IN FOAL A RRIOD OF AT LEAST 24 HIXIKS AT M ENO YlF M TOO. - TREATED WATER IN ALL PORTIONS OP TINE LAIN SHALL NOT HAVE A K 1lUAI- OP LOS THAN MCA. OF RE! CH.LKINE. ALL DISH-11ON SHALL DE RRFCR- UNDER THE SUSRVISION Qr FIE CN6INEFR. M DISINFECT' LW PROCESS SHALL DC -.A. ALGEPT_ ONLY .- 12 M1ES Cr WATER FROM THE FLA D. D151MECTED MAIN TAKEN DY M ENGINEER MO TE51ED AN APPROVED LABORATORY SHOW W EVIDENCE a DALTERIOLWILAL COMAMINATION IN°ELTIOI SHAI_ CONFORHN TO M LATEST AWWA 4- 1 REV1510N M FIFO NNE AD APPURTENANCES SHAH DE NMIMAIIED IN . UNLONTNINATQD CONDITION K F1NN. A—DISLVFEGTICN SHALL BE BERATED WHEN ND WHERE REQUIRED AT NO FED[ To THE OWNER UNTIL FIAL ACGEPTANLE DY M OWKJt. FROST EROTI.TION OF SNALLOV WATeJ.IKS ERE WATERL Wlm LC55 MAN 51% FEET Ili OF COVER OVER THE CRO'M( HOIGATED ON M PLANS. S EC PROTECTED AGA T FREEZING DY M STNIATION aF FOR N M1 THNLR 5TVROFOAAN Sid 1F Xilb SMJETS WITH A TOTAL WIDTH OF FOUL FEET 14) Dt TLC THE, flrt DIMCTR WNIOEVEi IS GREATER M -IS SHALL BE ri-ACTH SIX WOES ABOVE TE CROWN OF M WIN AFTEM GO-T10N M TIE SIN( INLN NS} LIFE MAEDIATE.Y OK M CROWN LAKE SHALL DE E%__ DY M CONTRA . DURING DALKFILL AND 'TIM Oven M STYROPOAN WEFTSENDAWTAE TO MVT TO M YEET5. STYROIONI N.1 BETS WWI LEFT THE LOAFRC — STRENGTH REQUIREMENTS OF A5TM 0WI-73 AD WALL AS MAAFACILRFD DY DOW GEMILAL LOMAINY. MIDLAD, MILHIGAN, OR EQUIVALENT. 5E SHALL M WATERLINE$ HAW LESS MAN FIVe FELT 0'1 OF GOVOt OVER M TIM OPTTF FIR. P. HYDRA. PLOW TeSTNNG A HYDRA. SHALL BE FLOW TESTED UPON LOMRETI AIO ALTJUTANCE OF M MI.M LOISTEULTION DATA WAIL DE OBTAINED AND SUBMITTED TO M TOWN TO ALLOW M M O-INATION -PEE PLOW AT . 1. OF ROIDIJAL PRESSURE FNNSI GRADE BACKNLL WTN EXCAVATED YAIEAiu MORWUILY CWPACTED ME SOEB O TMNDEB 4 Ff. OR MORE IN DEEM DVIERENY PERSONNEL S - SHuI. RE SHEETED OR BLORED t0 THE ANGLE Of REPOSE .PROVED ROCK FREE 0-F1 M01000HLY COMPACTED IN e^ LIFTS (NO STONES LARGER THAN 1 1/2' dAAeTER) UNdSTIRBFD SOIL BPHNNLR BYSIEM RPoNG WlE YALV£ CECN 6AOff1OR BOURNE OEIX P Ew+TKMI vusE 9ALwLow PREWN1nRl vul£ IIfdIOR DolESTG WATA LWE G]IICAETE SAB � O S] D.I. WATER SE . SIZE FITRN --- Ilk &22 It3 4 9 4W 4 8 17 90' 9 16 J5 END CAPS a 11 25 SO FT BEARING AREA BASED ON 100 PSI WORKING PRESSURE PLUS 100 PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 1000 LBS/SO FT WATER / 5PKINKLER CONNECTION NTS NOTE: CURB STOPS AND/OR GATE VALVES SHALL NOT BE PLACED IN PAVEMENT, CURB OR SIDEWALK. (R011fm - VALVE FOlt 6 MINiMUN UMd51URSED MINWUM 6 HtIYY SOIL E' GATE VALVE BOLiFO HYdLNNT NEE �' ` , � I :•. , CONCRETE T I LI SEE TMRUST hVi BLOCK SDIEDULE J/4' CRUSHED BEE WAIERTREINCH SIYINE DETAL FOR BEOdNC REWIRFAENTS 0 dA. D.I. PIPE CRUSHED AREA D I GNDUMD RNIATT S m A.OFF HYDRANT DETAIL �rlir_.;LI PLACE 4• DV[K M9AAlIDN eonw. WMLN Is ENABLE ((T' IB WT9DE - MAMETER OT PIPE) THE CONTRACTOR STALL AT ALL TME5 REEF TIE TRENCHES ENTIRELY FREE U WATER UNRL ALL WORK IB NNISHED AND READY FOR BAIXFlLUNC BELDINc SHALL BE MORW.11 COIACTED GRAVEL DR SAND FOR D.I., OR 3/4' STONE FOR PVC TYPICAL WATER TRENCH NTS 3500 PSI 3500 PSI CONCRETE CONCRETE END AREA BEARING END AREA J a AGAINST BEARING SOIL J URBFA AGAINST SOIL UNDISTURBED SOB. TYPICAL TEES-DEADENDS-CAPS TYPICAL BENDS NOTE: PLACE 4 ml POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST 6L0GK END AREA ri Is /4 REe. 1Y dJ CENTER EACH D SECRON 1]• VARIES MIN. SEE PLAN • • --- B" TMUR, 4000 PS CONCRETE PAD rl da TY CRUSHED ORMEL BAg 1:)UMP5TEK/REGYGLIN& PAD DETAIL , NTS THRUST (9 S.F (9 SF.) ALL NJ CLINGS SHALL M NOTET WATER LINE SEPARATION WGAWC' M APPROVED EMAIL SEWERS SHALL BE LAID AT LEAST p' HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN AS MEASURED EDGE 70 EDGE. WHERE IAPOS5I5LE OR IMFRAGTIGABLE TO MAINTAIN THE 10' SEPARATION, THE WATER LINE MAY DE INSTALLED IN A SEFAKATE TRENCH OR ON AN UNDISTURBED EARTH SHELF IN THE SEWER TRENC�i PROVIDED Cb RAINACE . FT.) SHOULD THAT THE DOTTOM OF THE WATER LINE 15 AT LEAST ABOVE THE TOP OF THE SEWER LINE. Ndn"` E45T. UST W _.. WHEREVER IMP05S15LE TO MAINTAIN THE IC VERTICAL SEPARATION, HE A- THE SEWER LINE SHALL DE CONSTRUCTED TO NORMAL WATER LINE STANDARDS AND PRESSURE TESTED TO 50 M FOR e5 MINUTES PRIOR TO DAGKFILLING. NO LEAKAGE SHALL BE ALLOWED. NTS NOTE, WATER LINE GR0551NC75 SEWERS GROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER MAIN WITH AT LEAST W OF VERTICAL C.LEARANGE BETWEEN THE OUTSIDE OF THE WATER LINE AND THE OUTSIDE OF THE SEWER. WHEN IT 15 IWO551CLE TO MAINTAIN THE CUPVERTICAL SEPARATION- 11 THE GROSSING SHALL DE ARRANGED 50 THAT ONE PLAT LENGTH OF SEWER 15 GENTEKED ADOVE OR DELOW THE WATER LINE WITH THE SEWER JOINTS AS FAR AS 1-0551OLE FROM THE WATER JOINTS, 21 THE SEWER PIPE MUST DE GON5TRUC.TED TO WATER LINE STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET EITHER SIDE OF THE GR05SING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER 15 (,REATER, 31 THE SECTION G01,15TRUIC, D TO WATER MAIN 5TANDARD5 MUST DE PRESSURE TESTED TO MAINTAIN 50 P51 FOR D MINUTES WITH NO LEAKA&E PRIOR TO DAC"ILLING BEYOND ONE FOOT ADOVE THE PIPE TO ASSURE WATER 1`I6,HRNE55, 4) WHERE A WATER MAIN GROSSES UNDER A SEWER, ADEgJATE STRUCTURAL SLfFMT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. CENTER ONE LENGTH OF PIPE i OVER SEWER NEW WATERLINE 1B" MIN. NEW SEWER PIPE (ONE LENGTH CENTERED ON WATERLINE) IB' MIN. NEW WATERLINE CENTER ONE LENGTH OF PIPE UNDER SEWER SEWER / WATER 5EPAKATION DETAIL FOR CK0551 N&5 THE CONTRACTOR SHALL NOTIFY "DIGSAFE° 1-800-225-4977 PRIOR TO ANY EXCAVATION. ffrN111IISZ NTS .......... .... soon= A mill 0 m NEEM mob. rin�mmua. I 9 ww mTY a FETAL VAFCT THE GATEWAY ELEVATION STUDY - EXISTING STRUCTURE 1-10-0, JANUARY 18, 2001 17 18 � 21 Q $T T� KW CONC. BLOCK -w 71 ERM �§A::Y: L IMMORWi :1 A it IPA 7 MAFIB M� JO MAND6 �17 FAG! AND _ _ '- KW METAL ROGIINO _ --- -___ __ SCOTT + PARTNERS ARCHITECTS 20 main etreet essex junction vermont 05452 p. 802.879.5153 f. 802,872,2764 architect a planning interiors I lk I SOUTH ELEVATION - EXISTING BUILDING EAST ELEVATION - NEW GROCERY STORE THE GATEWAY ELEVATION STUDY 1-10-0, JANUARY 18, 2001 r PTCEP- SE GROUP January 18, 2001 City of So. Burlington Mr. Ray Belaire Zoning Director Department of Planning and Zoning 575 Dorset Street planning & design South Burlington, Vermont 05403 Re: Acadia Realty Trust Planned Unit Development- 516 Shelburne Road environmental Dear Ray: market & economics In January of this past year, the proposed PUD at 516 Shelburne Road (##SD-99-85) was granted preliminary plat approval. As specified by the final February 1, 2000 decision of appraisals the Development Review Board, the applicant was required to submit a final plat application within 12 months. Enclosed is our final plat application. geographic Systems Highlights of the new plans include: The addition of an integrated outdoor pedestrian shelter onto the north side of the complex along with outdoor space, landscaping improvements and a new canopy. This area now has direct access to the canopy/arcade that fronts the entire complex, in fact, this feature now wraps around this corner. Integration of the O'Dell Parkway bicycle and recreation path along the properties north side, including its integration into our pedestrian "park" at the north -end canopy. Additional landscape improvements along the western (rear) property line, matching improvements approved by the Development Review Board in association with the O'Dell Parkway PUD application (Farrell project). Please find attached two reduced sets and five full size sets of the final plans for the proposed renovations to The Gateway project (formerly Mall 189) on Shelburne Road in South Burlington. In addition, a separate color rendering of the north elevation is also provided (reduced size). Included are a Landscaping Plan, Site Plan, Lighting Plan, Existing Conditions Plan, Architectural plans, and the associated detail sheets. 156 College Street Burlington, VT 05401 802.862.0098 FAX.865.2440 www.segrp.com Littleton, NH • Hanover, NH • Burlington, VT • Greenwich, CT • Frisco, CO • Park City, UT • Bellevue, WA SE GROUP As per the Findings of Fact and Decision dated February 1, 2000, we offer the following modifications: 2a. The building elevation plans have been revised to show the building mounted lights. Please see lighting plan (Sheet 3). In addition, copies of the proposed building light fixtures ("F" and "G") have also been provided. 2b. The plans were revised to show the screening around the dumpster and recycling pads and a detail of the screening fence is provided on sheet #9 2c. The location of the Conservation and Open Space District boundary line has been moved to 50' off from the Route 189 right-of-way 2d. The alignment of O'Dell Parkway has been modified pursuant to the approval of the O'Dell Parkway PUD (Farrell project). This has resulted in widening of the road and the addition of a 10' bicycle/recreation path to the south side of the roadway. This makes the addition of more green space on the westerly side of O'Dell north of the Mall 189 parking lot impossible. 3. A Landscaping bond of $77,500 will be posted 4. Acadia Realty has entered into an agreement with the landowners to upgrade O'Dell Parkway to city standards 5. The front yard coverage along O'Dell Parkway does not exceed 67.5% 6. The front yard setback along O'Dell Parkway will be 15 feet 7. There will be 572 parking spaces 8. There will be no additional vehicle trip ends during the P.M. peak hour 9. The building additions will be a maximum of 45 feet in height 10. The plans have been reviewed and approved with stipulations by the South Burlington Water District in regards to the water main relocations and details on connections 11. Trees will not be planted on top of water and sewer mains 12. The poured concrete shelf in sewer manholes will be for the entire diameter of the pipe 13. All drainage pipe will be plastic or concrete, not metal or aluminum 14. The base material for the concrete sidewalk will be gravel SE GROUP 15. The recycled concrete or asphalt may be used for the base material for the asphalt 16. The building will be sprinklered and include a fire alarm We have and are continuing to work closely with the developers of the adjacent property to coordinate the two projects. As shown on the plan, a land swap is being proposed for the benefit of both properties. We have also shown all relevant improvements that they have indicated as approved by the City of South Burlington. If you have any general questions regarding this project please call. Any technical engineering questions can be addressed to Kevin LaRose, E.I. at O'Leary -Burke Civil Associates (878-9990). Sincerely, (7).v7L4A Mark D. Kane Planner cc: Joel Braun, Acadia Realty Trust CITY OF SOUTH BURLINGTON Subdivision Application - FINAL PLAT 1) Name of Applicant Acadia Realty Trust 2) Name of Subdivision The Gateway 3) Indicate any change to name. address. or phone number of owner of record. applicant. contact person. engineer, surveyor, attorney or plat designer since preliminary plat application N/A 4) Indicate any changes to the sub -division. such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: N/A 5) Submit five copies and 2 reduced copy (I I x 17) of a final plat plus engineering drawings and maintaining all information required under Section 202.1 100 the Subdivision regulations for a minor subdivision and under Section 204.14a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision -regulations for a minor subdivision and under Section 204.1(b) for a major Subdivision. City of So. Burlington ��f- g_-), / elan (signature) applicant or contact person Date S71 C G i ,� �G�r�sCc�.`w� lko /cam.. sp•L+z [� G..�,� r r;�J---�F� G5= V S 4,-� f'f - <on -5�-% 8.S9 2, �G / 9, c0�162s— rz lc.r P,, ��(c �2.L-3 �i. Ib�-S� 23�� 2Y f-�) 6Sl.�j s, 2352 6- 4- klv , t k. P, 8J 0 k 79 •mod �► S` t 4S �".5' To: Applicants From: Sarah MacCallum, City of South Burlington RE: Project Staff Notes Date: January 26, 2001 SD-00-04 Final Plat, 516 Shelburne Road Previous Action: Preliminary plat approval on January 18, 2000. Overview: This project will amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of. 1) razing a 65,667 square foot portion of the building, 2) constructing a 65,000 square foot addition resulting in a total square footage of 119,774, and 3) minor boundary adjustments with adjoining properties. Issues: ■ The applicant should revise the plans to move the western most point of access along O'Dell Parkway (Farrell Street) further west so as not to conflict with the Ben Franklin point of access (please consult with staff). ■ The C.O. District and C1 District should be fully illustrated on the site plan (i.e. parking lot area adjacent to Interstate boundary is not clearly shown). Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the final plat application with the exceptions noted above. Additional information should be submitted no later than February 9, 2001. Recommendation: Staff recommends that this application be authorized to proceed for final plat consideration at the February 20, 2001 meeting. PUBLIC HEARING is SOUTH BURLINGTON DEVELOPMENT---". I REViEWWAhD The South Burlington Development Review Board will hold a putNic hearing at the South Bur- i linyton City Hall Confer- ence Room. 575 Dorset I Street. South Burlington. t �iVermont on Tuesday, } February 20. 2001. at 7:30 p.m. to consider the i fotlowinc. 11 Final plat application #SD-00-04 of 4caoia Realty. Trust to amend a previously approved , planned unit develop- i ment consisting of a 130,441 square foot shopping center. The amendment consists of: 11 razing a 75,667 square foot portion of the build- ing, 21 constructing a 65,- 000 square foot addition resulting in a total square footage of 119,774 square foot, and 31 minor boundary adjustments with adjoining properties, 516 Shelburne Road. 21 Application #CU-01- 02 of Technology Park Partners seeking condi- tional use approval from Section 26.05. Condi- tional Uses. of the South Burlington Zoning Regu- lations. Request is for permission to utilize 220 parking spaces of a 1057 space parking area as a private parking facility for Fletcher Allen Health Care employees, 30 Community Drive. — Copies of the applica- tions are available for public inspection at the South Burlington City j Hall. i John Dinklage, �. Chairman South Burlington Development Review Board February 3, 2001 proposed use consisting of 4010 sq. ft. of medical office building and 2 apartments generates 22.92 vte's during the P.M. peak hour. This represents an increase of 11.82 vte's or 106%. The applicant should be made aware that the road impact fee is ....... Floor Area Ratio (F.A.R.): The F.A.R. for this property is 0.23 (maximum allowed is 0.5). Lighting: The applicant should provide details (cut -sheets) of exterior lighting. Parking: -The location of surface parking on the property does not appear to comply with Section 14.402 of the zoning regulations. This section allows surface parking to be located within the 80' building envelope if it is hidden by a building OR the parking meets the following two standards: 1) no more than 25% of the building envelope area is taken up by surface parking, and 2) no more than 25% of the total parking required for the property is located within the building envelope. The second standard does not appear to have been met. The total parking required is 30 spaces. Therefore a total of 7 full and one half space or 25% of the total are permitted within the building envelope. The plan shows 11 full and 3 half spaces within the building envelope. The plan should be revised so that only 7 full and 1 half space are within the building envelope. -The on street parking spaces and the parallel parking spaces do not meet the minimum size requirements under Section 26.251 of the zoning regulations. They should be increased to 22' in length. -The angled spaces do not meet the minimum requirements for a 60' parking angle as required by Section 26.251 of the zoning regulations. Design Review: This application was reviewed by the Design Review Committee on October 25th, 1999 (see enclosed minutes). The Design Review Committee approved the application subject to a number of conditions. The applicant has not met the conditions imposed by the Design Review Committee: 1. Prior to review by the Development Review Board, the applicant shall submit a report which addresses in detail how the proposed plan complies with all design review criteria (Sections 24.401(a)-(i) and 24.402(a)-(i)). The report shall include details and specifications of all proposed materials, lighting, windows/doors, etc. 2. Prior to review by the Development Review Board, the Design Review Committee required the applicant to revise the plans as follows: 'co PC � plao �; o -�o �,)a �-1 ll V ✓ �-� r Bld CoS $7, Gc�O, 000 �. '7 �e�oli. , -&-tQo iCal �000 C�ubn o) c�OD&OlD I's Servix- berry i Ace( X euanQ= �v��;n , �c�c�n daze Poele • Gt\ev Ash 17 � van(((�ju►AMt raki��s nr�s �j ��e.e^ ,�Sh L4 1a aCQ P\Ce a ..-.__.... E)p()VrOco5 a6+-us \Cotlr(�)�)Cu C� &0() L beck CCA �l OHM a q .3Q„ I(:?-Vq If jp,_ 30 rCa. S� Squares • 0 s SMALL LARGE ALS 176A - 70MH ALS 178A - 10OMH ALS 176A - 10OMH ALS 176A - 175MH ALS 176A - 70HPS ALS 176A - 100HPS ALS 176A-150HPS ALS 178A - 175MH ALS 178A - 25OMH ALS 178A - 100HPS ALS 178A - 150HPS ALS 178A - 250HPS ® a d 6 SMALL LARGE ALS 176B - 70MH ALS 178E - 10OMH ALS 176B - 10OMH ALS 178E - 175MH ALS 176E - 175MH ALS 178E 250MH ALS 176E - 70HPS ALS 178E 100HPS ALS 176E - 100HPS ALS 178B-150HPS ALS 176B-150HPS ALS 178E - 250HPS '..SqWre Cast GLia.rd Squares SMALL LARGE SMALL LARGE ALS 176BG - 70MH ALS 1786G - 10OMH ALS 176D - 70MH ALS 178D - 10OMH ALS 176BG - 10OMH ALS 178BG - 175MH ALS 176D - 10OMH ALS 178D - 175MH ALS 176BG - 175MH ALS 178BG - 250MH ALS 176D - 175MH ALS 178D - 250MH ALS 176BG - 70HPS ALS 178BG - 100HPS ALS 176D - 70HPS ALS 178D - 100HPS ALS 176BG - 100HPS ALS 178BG - 150HPS ALS 176D - 100HPS ALS 178D - 150HPS ALS 176BG - 150HPS ALS 178BG - 250HPS PS ALS 178D - 250HPS �i• � klw� Specifications HOUSING The lamp housing shall be extruded 6061 T-6 aluminum. The removable end caps shall be cast 1356 aluminum sealed with a silicone gasket. Guards are heavy cast aluminum. The mounting plate shall be cast #356 aluminum with a minimum wall thickness of .250 inch- es. All hardware shall be stainless steel. Lenses shall be tempered glass on the square units and formed opal acrylic on the round units. Reflectors shall be formed specular aluminum. ALS 176/8A LOUVER The louver assembly shall have a formed frame with four adjustable louver blades. The blades shall be spring tensioned and held parallel in place with a positioning strap. The socket shall be mounted to an adjustable yoke for lamp positioning. Louvers are finished in matte black. ELECTRICAL All electrical components and materials shall be U.L. recognized. Ballasts are high power factor rated for -300 starting. Medium base porcelain sockets are 4KV rated. Mogul base porcelain sockets are 4KV rated. The electrical assembly shall be prewired with quick disconnects for servicing. MOUNTING The cast mounting plate shall attach to the wall through two CONVERSION FACTORS LAMP TYPE 8' 10' 12' 14' 16' 70 w MH .81 .52 .36 .26 .20 -Too wMH w MH 2.25 1.44 250 w MH 3.53 2.26 1.57 1.15 .88 70 w HPS .92 .59 .41 .30 .23 100 w HPS 1.53 .98 .68 .50 .38 150 w HPS 2.56 1.64 1.14 .83 .64 250 w HPS 4.41 2.82 1.96 1.43 1.10 To substitute a lamp and/or mounting height, multiply the values on the charts by the conver- sion factors. ALS 176A-450 -175MH Horizontal footcandles 12' mounting height 2 3 4 5 2 1.5 .2 0 1 2 DISTANCE IN MOUNTING HEIGHTS ALS 176E -175MH Horizontal footcandles 12' mounting height 3 a holes, 12.375 inches on center. The fixture shall slip over a lip along the top edge of the mounting plate. The fixture is then secured at the bottom with two stainless steel screws. FINISH Fixture finish shall consist of cleaning, etching, and rinsing followed by a protective chromate primer, deionized water rinse, oven dry off and top coated with a thermoset TGIC super polyester powder coat finish. The finish shall meet the AAMA 605.2 performance specification which includes passing a 3000 hour salt spray test for corrosion resistance. RELAMPING The lamp is accessed by loosening three set screws and removing the end cap. CERTIFICATION Fixtures shall be listed with U.L. Laboratories for wet location use. WARRANTY Fixture shall be warranted to be free of defects for three years. Ballast components shall carry the ballast manufacturer's limited warranty. WARNING. Fixture must be grounded in accordance with local codes or the National Electric Code. Failure to do so may result in serious personal injury 5 2 1.5 .2 0 1 2 DISTANCE IN MOUNTING HEIGHTS ALS 176A-600 -175MH Horizontal footcandles 12' mounting height 2 3 4 3 ALR 176BG - 175MH Horizontal footcandles 12' mounting height 5 2 1 .5 0 1 2 3 3 4 0 1 2 3 DISTANCE IN MOUNTING HEIGHTS ALS 176A-700 - 175MH Horizontal footcandles 12' mounting height 5 2 1.5 .2 0 1 2 3 4 5 2 1.5 .2 0 1 2 3 0 1 2 3 DISTANCE IN MOUNTING HEIGHTS DISTANCE IN MOUNTING HEIGHTS A Visual Palette of Fascias The eSconceTM in its standard form has a luminous glass square on the front face. Additional fascia elements add interest and compliment the buildings architecture. STANDARD ESCONCE WITH A LUMINOUS FRONT LENS ADDED COLOR TO THE FRONT LENS WITH A GEL FILTER GFH OPTION EDGE LIT ACRYLIC RIBS LAG OPTION Standard Door with Center Overlay Panel PERMANENTLY ATTACHED AND PAINTED TO MATCH THE FIXTURE PERFORATED SMP OPTION 4- SQUARE SM4 OPTION BLANK FRONT SMB OPTION 6 A r c h i t e c t u r a l A r e a L i g h t i n g I eSconceT" Ordering Information FIXTURE LAMP COLOR OPTIONS FASCIA BALLAST OPTIONS 1. FIXTURE 2. LAMP BALLAST ES1 UPLIGHT OR DOWNLIGHT - HID HID BALLASTS FOR ES1 OR ES2 CAT NO. DESCRIPTION 50MH 50 watt metal halide 120/277 ES1-2 type 2 distribution volt ballast ES1-3 type 3 distribution 70MH 70 watt metal halide ES1-4 type 4 distribution 120/208/240/2 77 volt ballast ES1 lighter narrow beam distrion buti 10OMH 100 watt metal halide 120/208/240/277column 120/208/240/277 volt ballast 150MH 150 watt metal halide ES2 UPLIGHT AND DOWNLIGHT - HID 120/208/240/277 volt ballast CAT NO. DESCRIPTION 175MH 175 watt metal halide ES2-2 type 2 distribution, 90% primary - 10% secondary light ratio 120/208/240/277 volt ballast ES2-3 type 3 distribution, 90% primary - 10% secondary light ratio 50HPS 50 watt high pressure sodium ES2-4 type 4 distribution, 90% primary - 10% secondary light ratio 12 120/277 volt ballast 70HPS watt high pressure sodium 120/277 volt ballast ES3 COMPACT FLUORESCENT - ballasts are 120/277 volt 100HPS 100 watt high pressure sodium CAT NO. DESCRIPTION 120/277 volt ballast ES3-CF1 up or down light, one 42 watt, 4 pin lamp 150HPS 150 watt high pressure sodium ES3-CF2 up or down light, two 42 watt, 4 pin lamps 120/208/240/277 volt ballast ES3-CFX up and down light, two 42 watt, 60% - 40% light ratio Note: Use medium base, clear E-17 lamps only. Lamps not included. All ballasts are factory wired for 277 volts. 3. COLORS MM= WHT BLK DBZ MAL white black dark bronze matte aluminum Standard AAL colors are provided at no extra charge. Powder coat finishes in RAL and custom matched colors are available upon request. 18 A r c h i t e c t u r a l A r e a L i g h t i n g . OPTIONS QRS Quartz restrike controller and socket for a T-4 mini -and halogen lamp maximum 150 watt, HID version only. QL Socket for a T--4 mini -and halogen lamp. Must be field wired to a separate 120 volt circuit. Maximum 150 watt, HID version only. PSB Pulse start ballast for 150 MH (120/277/347 volt) and 175 MH (120/208/240/277 volt) metal halide lamps. Provides faster reignition of the lamp, longer life, and better color rendition. SCB Surface conduit box. 1/2" NPT inlets on each side. Gasketed cover. LDL Lightly_ diffused glass lens to conceal the reflector and decrease visual brightness. BBU Battery backup for ES3 only. Mounted inside the fixture with a test switch and light. Provides 60% of the lumens for one lamp for up to ninety minutes. 347 120/240/347 volt ballast for HID lamp/ballast except the 50 HPS which is a 120/347 volt ballast. GFH Gel filter holder to add color to the luminous front lens. The holder can be field installed. Filter size is 9.5"/240mm x 2"/50mm. A template of the filter size and shape is provided. The filters are not supplied . or installed by AAL. Standard gel filters are available from Lee Filters (Burbank CA), ROSCO (Stanford CT) or others. 5. FASCIA OPTIONS Luminous Acrylic Ribs Edge lit acrylic grill assembly fits over the front lens. Can be combined with the gel filter holder option (GFH) to add color to the edges of the acrylic ribs. LAG Metal Finishes On Full Panel Fascias The stainless steel fascia panels have a #4 brushed finish with horizontal grain direction. The copper fascia panels are cleaned and finished with a protective water based coating to prevent fingerprint marks during installation. The copper will age and patina over time. SK4ALL CENTER PANEL SAME COLOR AS THE FIXTURE SMP SM4 SMB PERFORATED 4 SQUARES BLANK COVER FULL PANEL WITH A PERFORATED CENTER FPP FPS PAINTED FINISH BRUSHED STAINLESS STEEL FPC NATURAL COPPER FULL PANEL WITH A 4 SQUARE CENTER F4P PERFORATED Arc h i t e c t Ural A r e a EIR F4S BRUSHED STAINLESS STEEL L i g h t i n g F4C NATURAL COPPER 19 LAMP TYPE CONVERSION FACTOR 50 MH, CLEAR E-17 3200 LUMENS .38 70 MH, CLEAR E 17 5200 LUMENS .61 CLEAR E 17 8500 LUMENS 1.00 150 MH, CLEAR E-17 12,500 LUMENS 1.47 175 MH, CLEAR E-17 14,000 LUMENS 1.65 ES1-W 10OMH VERTICAL FOOT CANDLES ON THE WALL \� I J5.0 \ 10'/3.1M \ MOUNTING 2.5 HEIGHT �.50�.25 ES2-2 10OMH c. VERTICAL FOOT CANDLES ON THE WALL 10'/3.1M )5.0 MOUNTING 2.5 HEIGHT 1.0 \l .50.25 1 r ES2-4 10OMH n VERTICAL FOOT CANDLES ON THE WALL 5.0 10'/3.1M MOUNTING 1.0 HEIGHT .50 \ / .25 � 1 LAMP TYPE CONVERSION FACTOR 50 HPS, CLEAR E-17 3600 LUMENS .42 70 HPS, CLEAR E-17 6400 LUMENS .75 100 HPS, CLEAR E-17 9500 LUMENS 1.12 150 HPS, CLEAR E-17 16,000 LUMENS 1.88 42 CF COMPACT FLUORESCENT, 3200 LUMENS .38 HORIZONTAL FOOT CANDLES ON THE GROUND 16' 14' 12' 10' 1.95 2.55 3.45 5.00 .78 1.02 1.38 2.00 .39 .51 .69 1.00 .20 .26 .35 .50 .08 .10 .14 .20 ONE SQUARE I ' GRID EQUALS ONE MOUNTING HEIGHT 0 1 2 3 4 5 HORIZONTAL FOOT CANDLES ON THE GROUND 16' 14' 12' 10' 1.95 2.55 3.45 5.00 .78 1.02 1.38 2.00 .39 .51 .69 1.00 .20 .26 .35 .50 .08 O E .10 .14 .20 N SQUARE GRID EQUALS ONE MOUNTING HEIGHT 0 1 2 3 4 5 HORIZONTAL FOOT CANDLES ON THE GROUND 16' 14' 12' 10"1� 1.95 .78 .39 .20 .08 2.55 1.02 .51 .26 .10 3.45 1.38 .69 .35 .14 5.00 2.00 1.00 .50 .20 ONE SQUARE GRID EQUALS ONE MOUNTING HEIGHT 0 1 2 3 4 5 ES3-CFX 10OMH HORIZONTAL FOOT CANDLES ON THE GROUND VERTICAL FOOT CANDLES ON THE WALL 16' 14' 12' 10' 1.95 2.55 3.45 5.00 5.0// � 1 .78 1.02 1.38 2.00 10' / 3.1 M .39 .51 .69 1.00 \\I 1.0 / MOUNTING .20 .26 .35 .50 i HEIGHT .50/ /.25 // � ONE SQUARE GRID EQUALS ONE MOUNTING HEIGHT 0 1 2 3 4 5 A r c h i t e c t u r a I A r e a L i g h t i n g 23 11 DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 4, 2000 Mark Kane Dunn Hamlin Kane 156 College Street Burlington, VT 05401 Re: Shopping Center Redevelopment, 516 Shelburne Road Dear Mr. Kane: Enclosed is a copy of the Findings of Fact and Decision for the above referenced project preliminarily approved by the Development Review Board on January 18, 2000. Please note the conditons of approval including the requirement that the final plat application be submitted within 12 months. If you have any questions, please give me a call. SincOely, yt r kaymond J. Belair, Administrative Officer RIB/mcp 1 Encl cc: Joel Braun 1 The Gateway Lot Coverage Analysis August 31, 1999 TOTAL LOT Area (Square Feet) Acreage % of Total Lot 424,274 9.74 100 % EXISTING CONDITIONS Parking Areas 248,400 5.70 58% Sidewalks and Walks 18,227 0.42 4% Buildings 130,285 2.99 31% Subtotal 93% Open Space and Lawn 28,033 0.64 7% % of Front Yard Front Yard (40' setback) 25,962 0.60 100% Front yard (40' setback) — Impervious Surfaces 19,609 0.45 75% PROPOSED CONCEPT P LAN (L-2 dated 8-19-99) Parking Areas 237,316 5.44 56% Sidewalks and Walks 15,574 0.36 4% Buildings 119,452 2.74 28% Subtotal 88% Open Space and Lawn 51,932 1.19 12% % of Front Yard Front yard (40' setback) — Impervious Surfaces 16,433 0.38 63% MEMORANDUM To: South Burlington Development Review Board From: Raymond J. Belair, Administrative Officer Re: January 18, 2000 agenda items Date: January 14, 2000 3) DIRECTOR OF PLANNING & ZONING'S REPORT Enclosed are the Findings of Fact and Decision for the following site plan application: a) Site plan application of Lee Graham, South Burlington Police Chief, to amend a previously approved plan for a municipal building containing a City Hall, Police and Fire Department offices, 575 Dorset Street. The amendment consists of constructing a 2400 square foot fenced auto storage area. APPROVED 4) HEATHCOTE ASSOCIATES L.P. - REDEVELOPMENT - PRELIMINARY PLAT This project consists of amending a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of: 1) razing a 75,667 square foot portion of the building, 2) constructing a 65,000 square foot addition resulting in a total square footage of 119,774, and 3) minor boundary adjustments with adjoining properties. The sketch plan was reviewed on 11/2/99 (minutes enclosed). This property located at 516 Shelburne Road lies within the C1 and C.O. Districts. It is bounded on the north by a retail building and restaurant, on the east by undeveloped land (currently proposed for development), on the south by the I-189 off -ramp, and on the west by Shelburne Road. Access/circulation: Access is provided by one (1) 40 foot curb cut on Shelburne Road and a shared r.o.w. (O'Dell Parkway) which runs along the north side of the property. Three (3) curb cuts are proposed on O'Dell Parkway. The applicant should upgrade O'Dell Parkway from Shelburne Road to the north east corner of the property to City standards. The design details for the upgrading should be the same as was approved for the O'Dell Parkway P.U.D. Memorandum - Development Review Board January 18, 2000 agenda items January 14, 2000 Circulation on the site is adequate. Coverage/setbacks: Building coverage is 28.2% (maximum allowed is 30%). Overall coverage is being reduced from 92.8% to 89.6% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced from 75% to 62.7% and front yard coverage along O'Dell Parkway is 67.5% (maximum allowed is 30%). The Board may modify the front yard coverage along O'Dell Parkway under Section 12.406(b) of the zoning regulations. Setback requirements are not being met for the addition. It is proposed to be 15 feet from the r.o.w. O'Dell Parkway is designated as a future street which has a 40 foot setback requirement and an additional ten (10) foot setback requirement for the taller structure for a total setback of 50 feet from O'Dell Parkway. The Board may modify this requirement under Section 12.406(b) of the zoning regulations. Staff recommends that this front yard setback be waived provided the applicant designs the north end of the building to provide a strong pedestrian and human scale connection to the public street as recommended by the Design Review Committee (see enclosed memo). Parking: A total of 599 spaces are required and 572 spaces are provided including 13 handicapped spaces. This represents a 27 space or 4.5% shortfall. Applicant should be prepared to justify this shortfall. A bike rack is being provided as required. Landscaping_ The minimum landscaping requirement, based on building costs, is $77,500 which is being met. Proposed plantings include Serviceberry, Maple, Ash, Spruce, Burning Bush, Spirea, and Yew. Traffic: The applicant has submitted a traffic impact analysis (see enclosed). ITE estimates that no additional vehicle trip ends (vte's) are expected due to the overall reduction in the size of the shopping center. The report indicates that existing and future levels of service (LOS) at project intersections appear to be adequate. Sewer: This property is connected to the City of Burlington sewer system. Lighting_ Exterior lighting consists of the following: 2 Memorandum - Development Review Board January 18, 2000 agenda items January 14, 2000 — 42 250 watt metal halide lamps with downcasting shielded fixtures mounted on 24 poles of 20 feet in height and four (4) poles of 15 feet in height. Applicant should explain whether the Lumec light is a downcasting shielded fixture. — 10 100 watt building mounted metal halide lamps with downcasting shielded fixtures. The building elevation plans should be revised to show the building mounted lights. Building height: The proposed addition is a flat roofed structure which has a maximum permitted height of 35 feet . It will be constructed with a maximum height of 45 feet. Section 25.113(c) of the zoning regulations allows the Board to approve a non-residential structure in excess of the limitation, provided the Board determines that a taller structure: (i) will not affect adversely the essential character of the neighborhood or district in which the property is located; (ii) will not detract from important scenic views from adjacent public roadways and other public rights -of -way. The applicant should be prepared to address these criteria at the meeting. Section 26.113(d) of the zoning regulations requires a taller structure to have increased setback requirements. The additional setback required along O'Dell Parkway is not being met (see discussion under setbacks). The applicant has not addressed the recommendations of the Design Review Committee or staff in terms of the design of the north end of the building. Staff recommends that the height waiver and setback waiver not be granted until the applicant revise the design of the north end of the building in accordance with the recommendations of the design review committee. This building is going to have a significant aesthetic impact on the street and therefore should be designed so that it relates well to the street and is of a human - scale. Dumpster: All dumpster/compactor storage areas should be labeled on the plan and screened. Other: --- the zoning district boundary between the C.O. District and the C1 District along the interstate ramp is not accurately shown. The C.O. District extends 50 feet to the north of the ramp. The plans should be revised accordingly. Memorandum - Development Review Board January 18, 2000 agenda items January 14, 2000 --- the plans should be revised to show green space between the sidewalk and curb along both sides of O'Dell Parkway west of the on -street parking. 5) BURLINGTON INTERNATIONAL AIRPORT - TERMINAL EXPANSION - SITE PLAN This project consists of constructing a 25,165 square foot addition to an existing 85,400 square foot airport terminal. The last expansion of the terminal was approved on 2/11/97 (minutes enclosed). This property located at 1200 Airport Drives lies within the Airport and Airport Industrial Districts. Access/circulation: Access is provided by the three (3) curb cuts on Airport Drive and via White Street Extension. The three (3) curb cuts on Airport Drive from south to north include a 28 feet ingress only curb cut, a 28 foot egress only curb cut and 16 foot ingress only curb cut. White Street Extension will provide ingress and egress access to the long term parking area. No changes proposed. Circulation on the site is adequate. Coverage/setbacks: Due to the vast size of the airport property, building and overall coverages were not calculated. Front yard coverage along Airport Drive is 28.6% (maximum allowed is 30%). Setback requirements are met. Parking: There are no minimum parking requirements for an airport terminal in the zoning regulations. There are 2179 spaces available including a bike rack and 16 handicapped spaces. No additional spaces proposed. 4 CIVIL ENGINEER = O'LEAKY - BUKKE C, i V IL ASSOC, PLC, 5 ANDREW AVENUE, SUITE 5 E55EX JCT. VT 05452 (602) 878 - 9990 THE C-7ATEWAY U. S. ROUTE 7 - SHELBURNE ROAD � � 4- �r OWNER AC,ADIA REALTY TRUST 803 THIRD AVENUE, 9TH FLOOR NEW YORK, NY 10022 - 7513 PLANNER + LAN05GAPE ARCHITECT = DUNN HAMELIN KANE 156 COLLEGE STREET 6URLINGTON, VT 05401 (802) 662 - 0098 ARGHITEGT SC,OTT + PARTNERS 20 MAIN STREET E55EX JCT., VT 05452 (802) 679 - 5153 BURUNGTON NCME A4A'NUE sov eua-�, PROJECT , T++BURLINGiON SITE REO POCKS PARK �N qry PARk,�--1 MAPLE A4£ tA1cE g1AMPUNI Q � UNM LOCATION PLAN NTS 5HT. # PLAN DE5GR I PT I ON 1 LAND5GAPE PLAN 2 51 TE PLAN 3 LIGHTING PLAN 4 O'DELL PARKWAY DETAIL 5 GR055 5EC.T I ON5 6 EX 15T I NG GOND I T I ON5 PLAN 7 DEMOLITION PLAN 8 PAVEMENT PLAN 9 STORM + SANITARY SEWER DETAILS + SPEGIFIGATION5 10 ROAD5 + PARKING TYNGALS AND DETAILS it WATER DETAILS + SPEGIFIGATIONS Al ELEVATION STUDY - MEGA5AVE STORE A2 ELEVATION STUDY - EXISTING STRUCTURE A3 ELEVATION STUDY I = 8E14CH THE GATEWAY ODELL PROPOSEDSUPERMARKE� ARAWA PF8-21.3,30• BUS--- SFQ;LTER 0 I lipGkb(N- rsax� 22 i4— 22 sera U.S. ROUTE 7 SHELBURNE GRAPHIC SCALE o to ( IN ruT I Imh - 40 rt 17 GATEWAY PLANT LIST KEY BOTANICAL NAME. COMMON NAME QM SIZE REMARKS AC Antelutchier carted.- Servtceherty 8 2.2 1/2" Cal. B&B Single Stem AF Am x 6cesnenli'Auomm Him' Autt®n Blau Maple IB 2 1/2.3" Cal. H&B 6Branching lit. (Nim) FP Fnxinus pennsyl—ce'PMmore' Green Ash 17 2112.3" Cal B&B, 6' Bnnchiug Ht. (Min.) PS F—m. pennnf, n .'Summit' Green Ash 48 2 1/2-3" CA B&B, 6' Bmnehing HL (Min.) PG•1 Pi —III— White Spence 30 8-10' B&B, Full PG-2 Pi —ghats White Spno,e 44 6-V B&B, Full cimiym1Iac FA Euonymus nlams'Cnmlrnatus' Compact Burning Bush 205 24-30" B&B, Heavy, Plant 30" o.c. S1 Spires jeprmica'LisM Princeea' J.P—e Sp — 254 I8-24" C.G., MI, Planl 24" o.c. TIC us Tax. cpidate denaiformia Spreading Yew 189 24-30" B&B, Full, Plant 30" ox. NOTe: •ALL MATeR1AL TO Be 100X NORTHERN WHITe CEDAR •ALL MATERIAL PRE-STAINeD, WHITe (THRee COATS) CAP PITS OVeR POST PRAMe RAIL PASCIA 1 1/2"K3 5/8" 8/8"K3 5/8-1(Reul•a edge.) IRout•a eegosl PICKETS 7"xT' POST 1 8/8"at S/8" 7a pC IBulla UP Pool w/ Sella Core, Sq— BOTTOM RAIL BOTTOM PASCIA 1 1/2"x3 S/8" IR-1•4 Top ea • 8/8"x8 5/6" ouNa Top Cog•) B'-O" O.C. \ SECTION ELEVATION FA C %\*Ar1�WOOD FENCE 1 SCALE: 1/211=11-011 WOODFBNCE 2 LANDSCAPE DETAIL 1 SCALE: 111.10' THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM VERMGNT NAVD SB GMI-31 ON SHOT 8'5460 SHOWN AT LEFT NOTES ELEV-213.73'STING SITE 1. EXE INFORMATION WAS OBTAINED FROM A GROUND SURVEY COMPLETED BY 0%EARY-SURKE CIVIL ASSOCIATES BETWEEN 8/17/90 AND 9/le/89. 2. EXISTING UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM ME BEST AVAILABLE INFORMATION INCLUDING PHYSICAL PULUNO OF COVERS. SURVEY LOCATED VALVES, HYDRANTS AND OTHER PERTINENT ABOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY CUBIT CENTER SITE & UTILITIES PLAN REVISED: "ALTERNATE" /3 BY FITZPATRICK LLEWELYN DATED MARCH 1982. 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED ON VERMONT NAVD SS USING MONUMENT GMI-31 LOCATED ON ME SOUTH ISLAND IN FRONt OF BEN FRANKUN. Q 4 Q O -1Ywc- i E 41000FIIJp i I I I ELEVATIONlrR,.,i '!MF7-. WEST i L I !II II . __._ L_j_�_____-____. TOTAL PARCEL 426,654 sq.ft. '.::-� 9.74 acres MArNATIC —PROPOSED PROPERTY LINE �E%15TING PROPERTY LINE 2 Q a a F_XI41SiN< TR AN510I.GRS � , - .9.14d, � PARKING TYF. LEGEND BOUNDARY LINE ZONING BOUNDARY EXISTING SEWER PIPE EXISTING STORM PIPE ------------ST--------------- EX GAS LINE. VALVE. METER EXISTING WATER LINE---------w—'— --- OVERHEAD WIRE EASEMENT __._ .__.__ ..—_.._ ____.... ..... ..... GUARDRAIL.....d_e...._,.....�.-<._�_._,-A......d... a._.._._...._ CHAIN LINKED FENCE x--- --. x..._—.x----- .__-.x--_____.-x.-._—_. IRON PIPE FOUND OFF) 0 REDAR FOUND (RISE) CONCRETE MONUMENT FOUND ICMFI ■ UTILITY POLE WITH GUY WIRE u, LIGHT (/ HANDICAP PARKING SPACE IY, ELECTRIC TRANSFORMER C1 MONITOR WELL FINISH SPOT GRADE ZL2.7 x EX I5TING GRADE CONTOUR FINISH GRADE CONTOUR SILT FENCE DATUM ON THIS PLAN WAS ES-SUSHEO FROMONTNA88 �[�EVERTICAL GMI-31 ON SHOT #5460 SHOWN AT LEFT =213.73' NEW STORM DRAINAGE STRUCTURES CDI CD6 KIM-211.4' b- FE OUT-207-W RIfA41L5' b PE IN•203.7u b" PE OUT-203.60' RIM•211.4' b• PE IN-207.35' CD7 RIIA-209.0' 15• PE OUT•207,25 b FIE OUT-204bf C153 5TMHI RIM•2K),9' b" PE IN•204.OT KIf1,213.6' IS PE IW206.00' 16• FE OlT•203.9T D" FE OUT•206.50' CD4 ST. R1M•209.T RI,�A•214.6' 16" PE IN-203.36' IB" PE OUT•103.28' KI PE IN•205.29' b" PE OVT•205.I9' CD5 RIM•206.2' 6' PVC 1*205.00' 18. PE IN (OD61.202.42' b• FE IN (ODe).202.92 b" CM° OUT-20267 GRAPHIC SCALE 1 inch 40 fL NOTES L EXISTING SITE INFORMATION WAS ODTAINEO FROM A GROUND SURVEY COMPLPTED BY OLEARY-DUKKE CIVIL ASSOCIATES BETWEEN 5/17/99 AND 9/15/99. 2 EXISTING UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE DEST AVAILABLE INFORMATION INCLUDING PHYSICAL PULLING OF COVERS, SURVEY LOCATED VALVE5, HYDRANTS AND OTHER PERTINENT ADOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE UTILITIES PLAN REVISED- "ALTERNATE- i3 BY FITZPATRICK I_LEWELYN DATED MARCH 1989. 3. THE VERTICAL DATLAI ON THIS PLAN WAS E5TADLI5HED ON VERMONT NAVD 66 USING MONUMENT 6MI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF BEN FKANKLIN. ♦t� 011PIZ!" "•� T• °Lek is nninnl��� i4 3 Ne. i THE CC:NTRACTOR SHALL NOTIFY-DIGSAF'E" AT 6477 `� i-868-pIG-SAFE PRIOR TO ANY EXCAVATION. ,A � ff 4.bI51b® � � L ,A fA! 11111 ♦ U.S. ROUTE 7 SHELBURNE ROAD-= GRAPHIC SCALE u ( INFM F I I I Y , 1 1111 r11• g11..�.1. ��� �i/� .(��4 �IIt.114)NI�IIIM 1�1j u:N000rrouorr:aiF�r0000rrrrrNwMOWN oruww EMS MAPLE TREE .. F I , i LIGHTINGKEY raPorilOAA�LB / TPGGTCANULH LABEL: A TYPE, GARDCO HARDTOP C4-22SERIES I Z I CONPIQURATION: D0UBLE•20180° WATTAGE: 250 WATT METAL HALIDE OPTICS: TYPEHI M0UN77NGMGRT: 20' QUANTITY 11 >rasuosANnae_ LABEL: B r.�oo�ANrrea TYPE. GARDCO HARDTOP C4-22SERIES I CONFIG(JPATION, WATTAGE 250 WATT METAL HALIDE 0P1TCS: TYPE PM W/HOUSESIDE SHIELD f MOUNTINOHBIGHT.• 20' QUANTITY - rnraomANvte ' LABEL: C r 1 TYPE: GARDCO HARDTOP CA-22 SERIES CONFIOURATION SINGLE t WATTAGE' 250 WATT ANAL HALIDE / OPTICS: TYPE PM W/HOUSE SIDE SHIELD MOUNTINO HRIGHT.• 20' \ QUANTITY 6 LABBL: D TYPE' LUAMC80SERIES fPP0 1 UR4770N• SINGLE WATTAGE: WATTAGE, 250 WATTMETAL HALIDE i OPTICS.• RACEJD MOUN'TEVG HEIGHT. 15' -_ QUANTITY 4 LABEL: E ra FOOTCANDUS TYPE; McPHB.BEN 101 SQUARE WEDGE CONPIGURATTON SINGLE WATTAGE: 100WATTAIE'TALHALIDE OPTICS: WT M0UNTDNU HMORT. 15' '. QUANTITY 10 7HERTTICAl DATUM ON THIS PLAN WAS ESTABLISHED FROM ND BE GMI-31 ON SHOT #5460 SHOWN AT LEFT NOTES ELEV-213.73' 1. EMSTING SITE INFORMATION WAS OBTAINED FROM A GROUND SURVEY COMPLETED BY O'LEARY-SURKE CINL ASSOCIATES BETWEEN 8/17/99 AND 9/t5/99. 2. CASTING UNDERGROUND UTIUTY LOCATIONS WERE DERIVED FROM THE BEST AVAILABLE INFORMATION INCLUDING PHYSCAL PULLING OF COVERS, SURVEY LOCATED VALVES, HYDRANTS AND OTHER PERTINENT ABOVE GROUND UTIUTIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE W: UTILITIES PLAN RENSED: "ALTERNATE" #3 BY FITZPATRICK LLEWELYN DATED MARCH 1989. 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTABUSHED ON "MONT NAND 80 USING MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FROM OF BEN FRANKLIN. NOTE: PLAN NORTH OF THE GATEWAY PROPERTY LINE IS AS PROPOSED BY NEW ENTER— PRISES ON A PLAN ENTITLED o DELL PARK— WAY BY CIVIL ENGINEERING ASSOCIATES. HOME AVENUE LIGHT BEN FRANKLIN - EXISTING BLDG. W/ ADJACENT PARKING. OFFICE/WAREHOUSE 1.1 fi :I � . I I :i►1�1 Open Space Green x(o I C i sa cai�eseceeI Cw . - tW,m�B�.vennone osaot DA, L­ ARO--. AND i•I.AMJNG .. El o-°°""""` C3 r THE GATEWAY ",'°' 99054 O'LEARY-BL KE Ra,TE souTM Bwtt, 99094 CIVEL ASSOCIATES, PLC a ;.- 5 ANDREW AVENUE, SUITE 5 ODELL PARKWAY DETAIL 4 ESSEX JCT.. VT PHONE: 878-9990 fie- 4 7-e VA 10 EXISTING CONDITIONS GREEN ASH BURNING BUSH SPREADING YEW JAPANESE SPIREA - WOOD FENCE Guwr fi.hlm6u KANF. 1%cdkgeS—t �_86:� LANDSCPR, ApcHnF ouar ,o Ptsn- PROPOSED IMPROVEMENTS 1 \I m I ��N89'IC � I 8� O 3 3 /I 4.... RESTAURANT IN 777/ I � 1 -� 21( Tj•�5 r / , I 1 MIS- ' I I t/ / _ _ PAVED AREA I13pp _ Ex Still w RfM •2004' 4 CI IN •2095J' H 6" r OUT •208.8T .I D! ODELL PARKWAY o - 60' ®-- ; T.J. MAX I I L_____________J 4® ` ;l 117 - -1 6jMwp9IVV•2116b1' TOTAL PARCEL 424,554 sq.(t. 9.74 acres 11 GRASS AREA 1 19 Dix TMCAL DUM`TER I TYPICAL ROOF -_ OVERHANG _ 9 PA -- TYPICAL -- F4. ,LQ 5� FORMER ANDDFAD F.,....::, -� � 4.v"� .._' A A EX. SMk1 TICAL RIM •214.W YP1 I 3 6' CI IN •207.7. GAS METER 6' CI OUT •20737'/>_ ;,Rs. EXISTING SHOPPING .AREA IN C1VT GATE VALVES NOT ACCOUNTED — FOK ON FITZPATRICGK LLEW4ELLYN PLAN MANDILAP SIGNS - 4lj�a -- —•/ 3 _ — I k E1 i — — — - I _ " I !1J EX. SMH I EX SWi Ej RIM •2U. D' RAM •213.D 4 LI IN •2076Y 4" PVC IN •210,& 6° PVC, OUT •209.90 6" LI IN •206.]4' GATE VALVESNOT V q" LI OUT •206.74' F ONLLEWELI- tTYN ZP BRICK % �`; h RIMEx1i25 1' 1 4" CI IN •209.32' §" PVL IN •209.q' 000 .�:• �' �'1 / e CI OUT •209.07' Q GRAND UNION I , — � F y P �00 PROJECT y 189 SITE B�RLINCTCW � sounl AED ROIXs PNu yg� 13URUNGT M AM:' 2T `MxN- itAXE CNAMPIAIH LOCATION PLAN NTS --- EXISTING PARCEL INFORMATION STANDARD PARKING SPACES 579 HANDICAf SPACES II TOTAL PARKING MACES 590 PARKING RACES/1000 5F OL.A. RATIO 4,52 GREEN AREA COVERAGE 30.373 SF 7.2 X DUILDING AREA COVERAGE 130,441 5F 30.7 X PAVED OR CONCRETE COVERAGE 263,740 5F 62.1 _X PARCEL AREA 424454 5F 100.0 X FRONT YARD COVERAGE 13OX MAX.) • &011 'IXORAIL LEGEND DOUNDAKY LINE SEWER PIPE S STORM PIPE- ST AINING GAS LINE. VALVE. METER -w G L WATER LINE. VALVE, HYDRANT W OVERHEAD WIRE EASEMENT JICAP GUAKDKAIL VSFORMER CHAIN LINKED FENCE X—X—X—X—X—X IRON PIPE FOUND O KEDAR FOUND CONCRETE MONUMENT FOUND 0 UTILITY POLE WITH GUY WIRE 93a LIGHT Q r , v HANDICAP PARKING SPACE R ELECTRIC TRANSFORMER Q, MONITOR WELL Mty W NOTES �9� I. EXISTING SITE INFORMATION WAS OBTAINED FROM A GROUND SURVEY COMPLETED DY OLEARY-OURKE CIVIL AS50CIATES BETWEEN 8/T7/99 AND 4/5/99. co v`� 2. EXISTING UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE REST AVAILADLE r.{ INFORMATION INCLUDING PHY5ICAL PULING OF COVERS, SURVEY LOCATED VALVES, HYDRANTS AND OTHER PERTINENT ABOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE s UTILITIES PLAN REVISED, "ALTERNATE' 43 DY FITZPATKICK LLEWELYN DATED MARCH P189 ~I 3. THE VERTICAL DATUM ON THIS PLAN WAS E5TA151,I5HED ON VERMONT NAVO 68 USING MONUMENT GMI-31 LOCATED O1 THE SOUTH ISLAND IN FRONT OF DEN FRANKLIN GRAPHIC SCALE IN FEET 1 t ii„h = AO ft OECA 0 rtcmo MARac O vw41Z 10 21 99 . RNA o�)�JP=� THE GATEWAY CIRCA NR, OHT L+ A nv'D l.lj!"ll� 1 KL c CH P'° 17 l/l�lll:9084 II. CP ASSOCIATES, PLC ROUTE 7 SOUTH BURLINGTGN, VT 99o9a sa _ EXISTING CONDMONS PLAN 6 5 ANDREW AVENUE, SUN- 5 ESSEX XT., VT 1"�90• PNONE: 878-99N1 FAX 878-9989 rA U.J'. KUUTEI' 7 J'HLI'LHUKNLS KUAU LEGEND BOLNOARY LINE — EXISTING SEWER PIPE xwelt rME To OE Ra aveD f EXISTING STORM PIPE STORM FWK TO DE REMOVED EX. GA5 LINE VALVE. METER 6AS LDK TO DE REMOVED C EXI5TING WATER LINE WATER LR! TO 06 RIIE.10VED/KELOGATED w OVERHEAD WIRE _. _..... .___all ..... ...... .. .._ EA5EMENT GUARDRAIL ..a�.�... ��_��... �_.. �.._�..........._....��_ CHAIN LINKED FENCE IRON PIPE FOUR IIPFI O REHAB FOUND SAFE CONCRETE MONUMENT FOUND ICMFI • UTILITY POLE WITH GUY WIRE ,. LIGHT MONITOR WELL ELECTRIC TRAN5FORMER P.I eX15TING HYDRANT v NEW OR RELOCATED HYDRANT Y LIGHT5 TO DE REMOVED Q THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM N VERMONT NAVD 88 GMI-31 ON SHOT 5460 SHOWN AT LEFT ELEV =213.73 GRAPHIC SCALE m ( IN veer ) I inch - 40 rt. NOTE5 L EXISTING SITE INFORMATION WA5 ODTAINED FROM A GROUND SURVEY COMPLETED DY OLEARY-DUKKE CIVIL A550CIATE5 DETWEEN B/1]/99 AND 9/L5/4% 1. EXISTING UDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE DE5T AVAII.ADLE INFORMATION ING.UDING PHYSICAL PULLING OF GOVER5, SURVEY LOCATED VALVE5. HYDRANT5 AND OTHER PERTINENT ADOVE GROUND UTILITIE5 AND A PLAN ENTITLED FACTORY OUTLET CENTER 51TE ♦ UTILITIES PLAN REVISED ALTERNATE 43 DY FITZPATRIGK LLEWELYN DATED MARCH P154, 3. THE VERTICAL OATUMI ON THIS PLAN WA5 E5TAOLISHED ON VERMONT NAVD AB USING MONUMENT GMI-31 LOCATED ON THE SOUTH IN -AND IN FRONT OF DEN FRANKLIN THE CONTRACTOR SHALL NOTIFY-DIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. BASE BID REQUIREMENTS: I. AREA I REQUIRES A 15A5E GOAT OF 2 1/2" OF TYPE I AND A 1 1/2' TOP GOAT OF TYPE III BITUMINOUS PAVEMENT. 2. AREA 2 REQUIRES A 1 1/4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 3. AREAS 3 + 4 WILL REQUIRE A 1 1/4" OVERLAY OF TYPE III BITUMINOUS PAVEMENT. 4. AREA 5 REQUIRES A 1 1/4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 5. AREA 6 REQUIRE5 A I V4" OVERLAY OF TYPE III DITUMINOU5 PAVEMENT. 6. AREA 7 REQUIRE5 A 1 I/2" DA5E OF TYPE II AND A 1 1/4" TOP OF TYPE III DITUMINOU5 PAVEMENT. 7. AREA 6 REQUIRES A 2 1/2" DA5E OF TYPE II AND A 1 1/2" TOP OF TYPE III DITUMINOU5 PAVEMENT. 6. AREA 9 REQUIRES THE EXISTING ASPHALT TO DE REMOVED IN ITS ENTIRETY. 9. ALL PAVEMENT MARKINGS SHOWN ON THE 517E PLAN SHALL DE INCLUDED IN THE RASE DID. ALTERNATE BID: THE 517E CONTRACTOR SHALL PROVIDE AN ALTERNATE DID FOR AREAS 3 AND 4. THE ALTERNATE DID SHALL INCLUDE RECYCLING THE EXISTING ASPHALT IN PLACE AND REGRADING AREAS 3 AND 4 TO PROVIDE FOR A 3" SIDEWALK REVEAL AFTER THE PLACEMENT OF A 2 1/2' DA5E OF TYPE I 15ITUMINOU5 PAVEMENT AND A 1 1/2" TOP COURSE OF TYPE III DITUMINOU5 PAVEMENT IN AREA 4 AND A I I/2" DA5E OF TYPE II DITUMINOU5 PAVEMENT AND A 1 1/4" TOP COURSE OF DITUMINOU5 PAVEMENT IN AREA 3. U.S. ROUTE i SIIF[.Ul'RNA MAD PAVEMENT REMOVAL PLAN 1 "-66' _ T- 11.1 ROUTE : INRLMIRNERI'All PAVING PLAN :J a, x �r G) POURED IN PLACE 3500 P9 CONCRETE OR A PRECAST CONCRETE RING BETWEEN THE C.B. TOP AND BOTTOM OF CAST IRON FRAME, MAXIMUM HEIGHT SHALL BE 8 INCHES. (BRICK SHALL NOT BE USED). FRAME & CRATE LEBARON NON -SHRINK tK 121 (0R EWAL OR LK12IF SLOP GROUT OR NEW CURB SHALL REST ON TOP EX SX BIT. CONE OF BASIN COVER - ADJUST HEIGHTCEE05 I OF CURB AS REQUIRED FINISH GRAD B. GROUT FRAME TO CONCRETE —� THE FRAME OPENING SHALL MATCH THE CATCH BASIN TOP WITH NO OVERHANG. ALL STRUCTURES SHALL BE DESIGNED BY A STRUCTURAL ENGINEER TO WITHSTAND AN H2O LOADING REQUIREMENT SEE BIIITTABLE .e MECHANIC, PLUG ALL PIPE OPENING SHALL HAVE A WATERTIGHT ALL BACKFlLL 77 THOROUGHLY COMPACTED / ',', FLEXIBLE PIPE SLEEVE OR GASKET. IN 6' UFIS,"I� PIPE yL 4000 P.S.L CONCRETE j" TYPICAL ON ALL OUTLET PIPES T 6. iI�%;�XTER 1N01STURBED SqL LEDGE PAYMENT LIM C(?�?�.': EXTEND BEDDING TO 3J74- VSHED STONE BEDOIN8" UNITS OF EXCAVATION PRECAST CATCH 15A51N NTB CATCH BASINS SHALL BE SIZED SUCH THAT: 1. AT ANY ELEVATION, A MINIMUM OF SOX OF THE CIRCUMFERENCE SHALL SE CONCRETE 2. THE MINIMUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE. BETWEEN TWO OPENINGS SHALL BE 6". 3. 'ME BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS: CATCH BASIN DIAMETER LARGEST PIPE DNA.THICIONESS ALLOWED 9 EWAU CONCRETE COVER MICKNESS 36" 10" 4' 6` 48" "', 5 10' 60 SB" 6 12' 72' 46 7 6" FINISH GRADE ELL XCAVATTED MATAEPl PROVED THOfjOVSIT. COMPACTED IN 6 SIT. UNDIMMED SOIL I I I I I I 2'-0' I MANHOLE RADILO I WALL (MIN.) I i I I t MANHOLE CHANNEL NTS .M., CKME .ACKBIL EMTH APPROVED EXCAVATED MATERIAL WON Is, GNLT COMPACIm g 8WT6 UNDISTURBED -1 aRIN Imo' THEADES OF TRNPMES 4 I'L OR MORE IN OEP1H IISHIq( INSUUIFDT/Y ENiflROD BY PERSONNEL SHALL BE SNEETED OR BOMID A— IS 511TABLE pML OVER PA'i. SLOPED TO TIE ANSE------„ - - - - OF REPOSE W NO CASE —THE %PE PoVWEA -R THE 1 Ya OF APPROVED ROCK FREE tY (•D' R WTSDE BACKFlLL TV—" DIAMETER OF %FE) COMPAMED IN B' LK'IS (NO STONES LARDER THAN 1 1/2' DIAMETER) THE CONiRACTP SHALL AT ALL IE KEEP THE 1RENlME6 o - MOVIE FREER WATER U ALLWORN FINISHED LREAOT UNDISURBED SpL ---/ AND FOR BAd(FplYMG a SJ4' STOVE REDOING TYPICAL SANITARY TRENGH_ NT5 UREPO INANO­ LC266 OR EQUAL. O APPROVED ROCK FREE rn �• - PERFORATED PE PIPE FINISH GRADE _# JOINTSRGNG OF INTERIOR BACKFlLL MOROIIGiLY ('? SEE PLAN FOR DIAMETER COMPACTED IN 6 0/2+12" C?- WITH MORTAR 5HALL. UFIS ((NO STONES "�i I BE ALLOWED LARGER THAN i 1/2" DIAMETER) THE CONTRACTOR SHELL WRAP THE PERFORATED PIPE AND STONE 3 4` TO 1-1 2' CRUSHED D INAFl FA OR EQUAL RAISE FRAME &COVER GROUT FRAME // /O' p DRAINAGE FABRIC TO BRICKS S70NE BEDDING D/2 + 6" -�� i TO FINISH ELEVATION I� &. �i o]�. ..�.---�--UNDISTUR8EO SOIL WITH CONCRETE GRADE RINGS T NO BRICK SHALL BE ALLOWED EXTEND FEEDING TO TI UNITS OF EXCAVATION ,I- 24 D +1' AST,M. C478 MIN' COAT EXTERIOR OF CONCRETE AND UNDISTURBED SOIL-- ----►I PRECAST REINFORCED - BRICK WITH TWO (2) COATS OF CONC, MANHOLE WATERPROOF SEALANT CONE AND RISER 3•-0" STORM SEWER TRENCH LOTS COPOLYMER SEE SPECIFICATIONS POLYPROPYLENE FOR MH TESTING PLASTIC RUNGS PATH �� REQUIREMENTS i/2" OR 60 STEEL I REINFORCEMENT OR EQUAL. CAST ORION MANHOLE FINISHED GRADE 12" O.C. MAX. i, 0 RING RUBBER • 8" O,C. MIN. GASKET IN ACCORDANCE Le84RON RLC226AOR EQUAL WITH A.S,T.M. G-443 AND I 48" A.S.T.M. C-361 OR I„ I I ,.I 6 -I I BUT - ROPE _ MORTAR FRAME TO S.T. GRISVNLD 1060 GALLON MANHOE RISEN SECTION PRECAST 48" �^ WELDED STEEL WIRE FABRIC HEAVY-DUTY ••--24"-- MANHOLE OR GREASE TRAP WITH -- APPROVED EQUAL ------ FULL LENGTH BAFFLE 'L PRECAST REINFORCED n HEAW-DUTY CONCRETE RISERS CLASS B CONCRETE CAST IN PUCE VARIABLE NONSHRINk GROUT 'N SHELF RUBBER WATERTIGHT M FOR STAND R AROUND ALL PIPE OPENINGS (TYP)CCNNST. (TYP. ALL PIPES) (1,2,3 & 4 FT.) __ -3' VENT. .-.. 2" RISE (MAX.)(MA%)_.-- ..(e INLET -, - - CHANNEL - LIQUID D 8" OUTLET SUITABLE — ` VARIABLE VEL BACKFlLL 1 STANDARD 3—L, PLUG LENGTHS 0.80 _ ;D". % (2,3 & 4 FT.) LEDGE w PAVEMENT 12" 4" I I; LIMIT _..._.__�. " 8^ i-.� 6 4 - PRECAST MONOLITHIC /„ 58' / CONCRETE BASE MIN. 2' HEIGHT, 3/4' TO i 1/2" NOTES O.G CRUSHED STONE BEDDING EACH WAY DO NOT USE LIMESTONE 1. CONCRETE: 4000 PSI AFTER 28 DAYS LEDGE PAYMENT LIMIT SHALL 2. REINFORCING: 6x6/1Ox10 WELDED WIRE MESH EXTEND BEDDING TO 3. HEAW DUTY TOP REINFORCED WITH/5 BAR 0 12" O.C. EACH WAY BE 3' OUTSIDE OF THE MANHOLE UMITS OF EXCAVATION 4, KEYED JOINTS SEALED WITH O-RING GASKET OR BUTYL RUBBER ROPE STRUCTURE TO A DEPTH OF 24' BELOW 5. PRECAST CONCRETE SECTIONS SHALL BE IN ACCORDANCE WITH AS1M C-478 THE INVERT. GREA5E TRAP TYPICAL PREC A5T 5TORM/5ANITARY MANHOLE NT5 NT5 2 EACH DUMP STRAPS EXPANSION RESTRAINT (71'e NYLON ROPE, 2" FLAT WASHERS) INSTALLATION DETAIL BAG DETAIL DUMP STRAP 1' REEMR FOR BAG REMOVAL FROM INLET DUMP STRAP SIl15ACK INSTALL 'SILTSACK' W EACH BASIN WMEGAT0.Y AFTER INSTALLATION AND MAINTAIN UNTIL VEGETATION IS FULLY ESTABUSNED INLET 5ED IMENT CONTROL DEVICE NTS USE V DIX PVC PIPE TO MARK LOCATION AND DEPTH OF SERVICE CONNECTION FOR SANITARY LINE% IF COVER EXTEND FROM PING LO Y IS LESS THAN 5 T/2.. FAABOVE FINAL GRADE FACE 2' — MCK INSRATON BOARD WHICH IS SWTABLE FOR EUBIAL OVER 10' PIPE, IN NO CASE SHALL THE COVER BE LESS THEN 11(2' PRG'ERTY NNE OR EPSEMOIT OVER THE CROWN. BOUNDARY —ARY 6' MINIMUM LUC SERVICE SUR 36 PVC SEWMAIER UN ]o°SDR 35 PVC NOTED SWEEP FITTING SOR 3S PVC V,T SEE SEWER TRENCH DETAIL FOR SEWER MAIN AND SERVI. BEDDING DETAILS 5ANITARY 5EWER 5ERV I GE CONNECTION NT5 GENERAL 5AN I TARY 5EWER SPEC I F I GAT I ON5 4 SEE OTHER SHEETS FOR ADDITIONAL INFORMATION. 21 CONTRACTOR SHALL CONTACT ALL. UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION CF ANY UNDERGROUND LINES, UTILITIES INFORMATION 5HOWN HEREON WERE OBTAINED FROM THE BE51' AVAILABLE 5CURCE AND MAY OR MAY NOT BE EITHER ACCURATE CR LOMPIFTE. I- CONTRACTOR SHALL BE RE51`01451DLE FOR ANY DAMAGE TO ANY UTILITY. PUBLIC OR PRIVATE, SHOWN OK NOT SHOWN HEREON. 31 THE HORIZOINTAL AND VEKTIGAI. SEPARATION FOR 5EWER AND WATER LINES SHALL BE IN5TAL. E IN ACCORDANCE WITH THE LATEST EDITION OF THE 'YEN 51ATE 5TANDARD5 - RECOMMI'.NDED 5TANOARC5 FOIL WATER". 4) MICK TO CONSTRUCTION ALL MATERIALS SHALL BE AFPROVED BY THE ENGINEER. 51 STORM 5EWER PIPE UP TO B' IN OtANETER SHALL BE PVC SDR 35 CONFORMING TO A5TM D-3034, ASTMM C-321Z AND ASTM F-477. 5TORM 5EWER PIPE E• AND GREATER IN DIAMETER 5HALL BE ASPHALT COATED GOK"ATED METAL CONFORMING TO AA5HTO-M-M, 61 ALL 5ANITARY 5EWER PIPE SHALL BE FVC, 50K 35 CONFORMING TO A5TM 0-3034, ASTM 0-32M ANO A5T1A F-477. 71 ALL TRENCH FILL 5HALL DE PLACED IN 6" LIFT5 AND THOROUGHN.Y COMPACTED TO ` % OF MAXIMUM DENSITY CF OPTIMUM MOISTURE A5 DETFRMINEO BY A5TM 1>966 STANDARD PROCTOR. 61 ALL NEW GRAVITY SANITARY 5EWER MAIN5 5HALL BE LEAK TESTED BY A LOW PRE55LRE AIR TEST ANJ DEFLECTION TESTED. THE LOW PRESSURE AIR TEST WILL BE U`FD TO SIMULATE INFILTRATION OR EXFILTRATION INTO M OUT OF ALL GRAVITY SANITARY SEWERS, ALL TESTING WIU. BE CONCOCTED LINGO" THE SUPERVISION OF THE ENGINEER. AIR TE5TIN& 5HALL BE PERFORMED IN ACCORDANCE WITH A5TM C626-50. THE MINIMUM AL.QWEO TIME FOR A PRESSURE CROP FROM 3.5 P5I TO 2.5 P51 5HAL1­ BE U MINUTE5 PER GO FEET OF B $EWER. AFTER THE FINAL BACKFILL HA5 BEEN IN PLACE AT IEA5T 30 DAYS, THE DEFLECTION TEST MAY DE PERFORMED. NO PIPE 5HALL EXCEED A DEFLECTION OF FIVE PERCENT ISZI. IF THE DEFLECTION T95T 15 RUN USING A RI&10 BALL OR MANDREL, IT 5HALL HAVE A DIAMETER EQUAL TO 95Z OF THE INSIDE DIAMETER OF THE PIPE, THE TE5T SHALL BE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. 91 ALL SANITARY 5EWER MANHOLES 5W BE TESTED PRIOR TO CON5TRUCTION OF THE INVERT BY THE VACUUM TEST METHOD DESCRIBED IN THE TEUBNICAL SPECIFICATICH5. TFIE MINI" ALLOWED TIME FOR A VACUUM DROP FROM 10" OF MERCURY TO 9' CF MERCURY 5HALL DE 2 MINUTES 101 ANY SURFACES. LINES, OK STRUCTURES WHICH HAVE BEEN DAMACi50 BY THE COINTRACTOR'5 CPERATION5 SHALL BE KE5TORED TO A C,ONOITION AT LEA5T EQUAL TO THAT IN WHICH THEY WERE FOlAO IMMEDIATELY PRIOR TO THE BEGINNING OF CON5TRUCTICtt III THE CONTRACTOR 5HALL COORDINATE THE LOCATION AND INSTALLATION CF THE INDIVIDUAL LOT 5EWER LINE SERVICES WITH THE OWNER AT THE TIME OF CONSTRUCTION. HARDW000 POST (MAX. 8' D.C.) 111 _ �' i 14" MIN. 1 1 MIRAFl IOOX FHLTERi �' I I i l _ _ FABRIC OR EQUAL 1 1 I, � r l I I II � ITV GROUND I 6" ) "f I I T 12" MIN. �f�� 1 I STAKES TO BE DRIVEN MIN. 12" V/ INTO GROUND I FABRIC TO BE I I KEYED 6' INTO FILTER FABRIC GROUND HAROWOOD POST NOTE: USE ONLY MANUAL METHODS TOP VIEW SECTION JOINT OF INSTALLATION AND CLEANING WITHIN WETLAND AND BUFFER ZONE. `A4®FIFT/A��. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 5477 m 1-800-225-4977 PRIOR TO ANY EXCAVATION.' 5 I LT FENCE DETA I L NT5 ALL JOINTS SHALL 1, SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. BE THOROUGHLY CLEANED AND EXISTING 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. COATED WADI EMULSIFIED L...... _.. _ .._.___ BIT. PAVING SM00TIH CUT EXISTING BIT_ ON ONE OR ___.._.__.. .. ..____.._. CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND MOUND HOLE TO SOLID PAVEMENT. ASPHALT PRIOR TO PAVING L_1'- PAVEMENT PRIOR TO PAVING BOTH SIDES THICKNESS OF EXISTING PAVEMENT OR 3. BACKFIN TRENCH IN LIFTS AND COMPACT EACH LIFT C 95X OF MAXIMUM DENSITY OF OPTIMUM MOISTURE STANDARD PROCTOR. MIN. . " A MINIMUM OF 1 1/2" OF TYPE III IN CONTENT AS DETERMINED BY AS1M DBBB OVER 2' OF TYPE 11 RASE COURSE I I 4. REMOVE ALL LOOSE MATERIAL MD THOROUGHLY SWEEP THE HOLE AREA CLEW OF MUD AND STANDING WATER. U'0\\ \\ ��\, 5. (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON BOTTOM OFI THE HOLE. IMICKNESS OF EXISTING GRAVEL t 5. PLACE TYPE II BASE COURSE PAVEMENT A MINIMUM OF 2' THICK. - EXISTING OR 1B' MINIMUM DENSE GRADED 7. FILL TOP OF HOLE WITH TYPE III BITUMINOUS CONCRETE AND COMPACT IN UFTS OF NO MORE MAN 2". FINAL GRAVEL BASE (CRUSHED STONE PER VL STATE - LIFT SHOULD BE 1/2' TO 1' MOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION SPEC- THE PATCH IS LEVEL NTH THE EXISTING PAVEMENT. EACH UFT SHOULD BE THOROUGHLY COMPACTED WITH A VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS TRENCH I•..____ ..... ..._..___-..__� THAN 1 S.F). EXCAVATION 8. CLEANUP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNSAND DEVICES. REPLACEMENT OF EXI5TING 61TUMINOU5 PAVEMENT TUTS CONCRETE CURB S" THICK 3500 SEE SLEET N FOR P.S.I. CONCRETE PAVING REOIREMENTS 4' 1TDPSOIL WALK SEE SHEET a FOR 12" 4"TOPSOIL PAVING REQUIREMENTS ESEES, S(RMRA LAN SHOULDER 12'SAND BA SIATF 11114 BASE (VT. ` , r ' 152' pEN$L CRAOGDCRUSHF�D , S10NF N , - - r'/ ' .N/I r'/ . �. a ., d CUSHION SPEC STkiE SPF�. All EXPOSED SURFACES TO RECEIVE SAND E 2 COATS Tp3:03 / OF AN ANTI-SPAUUNG COMPOUND. MIRAFI 500X SEPARATION CONTRACTN SHALL NOTIFY ENGINEER TO INSPECT TYP I GAL 51 DEW ALK 5ECT I ON FABRC OR APPROVED EQUAL SW: DETAIL SOPS BEFORE AREA ANY GRAVELNON _ NOTE: DETAIL APPLIES 1V AREA T AS SHOWN 0Al SHEET 6 NTS :PER 1/2- RADIVs LTr T FINS '" INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURING TERMINATES TYPICAL TAPERED CURB NTS 5' T141CK 35M P.S.I. CONCRETE OR OTHER APPROVED TREATMENT 12' 4"TOPSOIL FFI...._......���---- VARIES SEE PLAN 24" SAND (, 2' WICK ODW STYROFOAM SM BASE (Vi.� OR EQUAL INSULATION BOARD SPEC.03.03) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN AITI-SPAWNG COMPOUND. TYPICAL SIDEWALK 5ECTION ADJACENT TO BUILDING NTS PARKING AREA DETAIL NTS 1/2- RADIUS 8" EMULSIFIED ASPHALT 1/4' RADIUS —T �6 . I 3,5GO PSI CONCRETE END AR 0.94 S.F. 18' L9• NOTES I) CURBING SHALL BE CONSTRUCTED IN 1D' SECTIONS WITH 1/8" JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASSNT0 DESIGNATION M-153 ( 1/2" SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPA.LLING COMPOUND. GONGRETE CURD NTS CONCRETE CURB SEE SHEET 6 FOR PAWNG REQUSREMENI5 SEE SHEET 8 FOR SEE SIR PUN PAVING REQUIREMENTS, OR GRADING 7 CONCRETE CURB SIDEWALK RAMP TEXTURED o 1/B" REVEAL wa / ROADWAY SURFACE 8.3 X MAXIMUM 5ection A -A \CURB 2 CURB TRANSTION RAMP (TEkiUREO) �SDEWAII( AAMP WITH TOOURED FR4SH • SIDEWALK RAMPS SHALL BE INSTALLED AT ALL STREET INTERSECTIONS WHERE NEW SIDEWALKS AND CURBS INTERSECT. • MAXIMUM DESIRABLE RAMP — - 1"/FT. FIRE LANE rA �-LETTERS SHALL DE 2 FEET HIGH WITH A WIDTH OF 4' NOTE- PAINT SHALL DE DUKADLE SINPAVEMENT MARKINGS NARROW OR NO GRASS RAM ON TANK NTS SIDEWALK RAMP NTS TYPICAL V WOE rAFWA » m » nme DURABLE CROSSWALK NITS -WALK NTS DURABLE ARROW ---\\- r AVMw cane u wO GAR - AGGE5518LE PARKING NTS NOTE, ARROW SHALL DE SIZED TO MEET STATE 5MCIF ICATIONS SEE MANUFACTURERS DETAIL IgEETS FOR eg PAINTED ARROW -� DOLT PATTERN5 NITS SEE MANUFACTURERS DETAIL SHEETS /- FOR READ DOLT PATTERNS 71 FINISH GRADE 4' TOPSOIL > f4 REDAR 4 HMIZ. DM5 W 3 VEKT. STIRRUPS W Wa4 ' 46" 2' 5CH 40 PVC. CONDUIT sa' �- O LONG COPPER 0cop ? WIREIT ROD 6FOR CONNECTION TO POLE TYPICAL LIGHT POLE FOUNDATION (15LAND) NTS RESERVED PARKING w 8' TO FLANGED CHANNEL GROUND STEEL POST VT. SHT. E-121 HANDICAP 516N NTS 18" RESERVED PARKING VAN ACCESSIBLE B' 10 FLANGED CHANNEI GROUND STEEL POST VT. SHT. E-121 VAN ACCE550LE 516N NTS VAN - ACGE551 BLE PARKING NTS JFSITEEL NGED CHANNEL 8'POSTO JOUND SHT. E-121 STOP SIGN N.T.S. VT. SHT. E-143 DURABLE STOP LETTERS AND STOP BAR FINISH GRADE V7 NOTE STOP L.ETTER5 SMALL MEET STATE SPECAFICATION5 GENERAL GON5TRUGTION 5FEGIFIGATION5 1) UTIUTY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACOJRgIE OR COIPLEIE CONRU,CTM SHALL WIFY ENACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY URUTY PUBLIC OR PRIVATE SHOWN OR HOT SHOWN HEREON. CONTRACTOR SHALL VERIFY NEW TO LOCATONS AND SHALL CONNECT ALL URURES TO NEAREST SOURCE THROUGH COORDINATION WM UTILITY OYINER. 2) THE CONMACTM SNNi BE RESPONSIBLE FOR OEMONION AND REMOVAL OF ALL EXISTING VEGETATION, PAWMENT, AND STRUCTURES cESSNRY TO ON UETE THE WOM ONLE55 NORTH W THESE PLANS CONTRACTOR SHALL REMOVE ALL TRASH FORAM SITE UPON CO.IPEIION OF CONSTRUCTION. ANY SURFACES, UNES OR STRUCTURES WIIOH HAYS BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO MAY IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION. 3) SEE OTHER DETAIL SHEETS OF MESS PLANS FOR AWINONAL GETNLS KOWNEAIENTS AND $PEOFICARONS 4) ALL WORK SHALL BE IN ACCORDANCE WITH THE 19W VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTON, ME TOWN PUBUC WORKS SPEDIFICATIONS, AND THESE PLANS. 5) NEV PAVEMENT MARKINDS SHALL BE IN ACCORDANCE WITH NOTE N ABOVE ALL EXISTING PAVEMENT MARKINGS CONFMCTION WITH ME NEW IMPROVEMENTS SHML BE RENOWD BY GRINDING OR B URNING. B) MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINVOUS TWD-WAY TRAFFIC WILL BE REQWRED AT NIGHT, PEAK -HOURS, AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTW WS. IF DEEMED NECESSARY BY THE OWNER, MUMCIPAUTY OR ENGINEER. A UNIFORMED TRAFFIC CONTROL OFFKXR SHALL DIRECT TRAFFIC WRING PEAK HOURS. TEMPORARY CONSTRUCTION SUNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY ME CONTRACTOR IN ACCORDANCE WITH STATE AND TOWN STANDARDS )) ME CONTRACTOR SHALL BE HESPONSISIE AT HIS OWN EXPENSE FOR ENSURING THAT ME DUST CREATED AS A RESULT DF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY, ME CONTRACTOR WILL BE REQUIRED TO WET SECTIONS OF THE DONSTRUCTKN AREA WM WATER. APPLY CALCIUM CHLORIDE. M SWEEI+ ME ROADWAY WITH A POWER INN— FOR DUST CONTROL. B) ME CONTRACTOR SHALL NOTIFY ME ENGINEER 24 HOURS IN ADVANCE OF STARTING MY WORK, CUTTING PAVEMENT, BEGINNING ME INSTALI OF ANY UTIUTES. BRINGING IN ANY NEW GRAVEL OR STONE FOR ME NEW BASE, PAVING, AIL TESTIND, AND FINAL INSPECTION, IN ORDER TO ASSURE OONPLIMOE WM ME BANS 9) PRIOR TO BEGNHING CONSTRUCTION, ML MATERIALS SHALL BE APPROVED BY ME ENGNSEA. 10) ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THDROUGHLY COMPACTED TO 959 O MMIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETTRMINED BY ASTM M98 STANDARD PROCTOR, AND SHALL BE TESTED AT 300' INTERVALS, UNLESS OTHERWISE SPOOFED. 11) BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95x OF MAXIMUN DENSITY OF OPTIMUM MOSNRE CONTENT. A MINIMUM OF TWO (2) COMPACTION TESTS SHALL BE TAKEN AT ME CONTRACTOR'S EXPENSE, UNDER EACH RUN OF PIPE PRIOR TO INSTALLING THE PIPES. ME PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS 110 THE HAY9ALE DAMS, %T FENCES AND DITCHES SHALL BE MAINTANED AND REPNRED BY ME OUNMACTOR AFTER EVERY RAINFALL OR AS ORDERED BY ME ENGINEER UNM ALL DISTURBED AREAS HAVE BEEN PAYED OR GRASSED AND APPROVED BY ME ENGINEER. ME MAINWNANCE OF THE EROSION CONTRO DEVICES WLL INCLUDE ME REMOVAL OF ANY ACCUMULATED SEDIMENTATION, 13) THIS DESIGN MUST BE INSPECTED BY OtEARY-BURKE CIVIL ASSOCIATES PLC. ESSEX JUNCTION. VERMONT. To ERSDRE OONPLANCE WTI THESE PLANS O'LEARY-BURKE WAVES ANY AND ALL RESRONSIBIUTY AND .—TY FOR PROBLEMS THAT ARISE FROM FAILURE TO FOLLOW THE. PLANS. SPECIFICATIONS AND ME DESIGN INTENT THAT ME PLANS CONVEY, AND FROM FAILURE M NAVE BEEN NOTIFIED BY ME CONTRACTOR TO INSPECT ME WORKS AND TESTS IN PROGRESS. I.) ALL SLIME". DITCHES AND DISTURBED AREAS SHALL RE GRADED SMOOTH CLEAN AND FIBS OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE MANAGE iS) SEE ARCHITECTURA PUNS FOP BURDINC. GRADATION REQUIREMENTS MAINWH PFpcENT UQ A59N0 SAND WSWON - VT SPEC TW.OI 2' 11/r Iw x 9o-lw x IN ID-,w x nw D-To x faw 9_Bx GRAVEL FOR wBBASI: - yr 4rtc m4.w 14 2o-eD x nw o-ux 4200 b ex — W 9'm TaAw SASE Y tw x N wmx Ilw o-12 x Mow 0-x x yr SPEC Tw.w elm sTONC l l/Y 1' 9M1,9M 1/Y T5-1wx w-e9x w-emN N 1l-AOF 42w o-s x f 4 REDM ` 4 HOKIZ. 15AR5 W 5 VERT, STIRRUPS 12' WHILE STOP BAR 46 �. 2' 5CH 40 PVC MINIMUM 4' BACK CONDUIT FROM CROSSWALK "I STOP 51GN, BAR, + LETTERING''"tip ., F NTS _a 3 Ha. 1% 3477 ,W l� +{ 24' 1 6 LONE COPPER �114.1 I0% GROUND ROD WITH f6 COPPER WIRE FOR CONNECTION TO POLE TYPICAL L I C,,HT POLE FOUNDATION (PAVEMENT) IJ L5 WATER D15TRIPUTION 5PEGIFIGATIO 11 GEIOUL• _. _ TAP. ITp1 IPALL -11T d TK LABOR. E'WIPKM. AND wTR1AL KWIKD FOR M LOM'LCIt LONSTRULTION B M WATRwIN5 AND SERVICES WHICH NtALl RILLUDE E%CAVATIOK DNEFRLNI6. IIPE. VALVES. TEES HYDRIM1, ELBOWS. RFDULRS. AIO AL OTHER ATIRTF]M 1 KLE»MY MDR A CQf1Ett WAT[RWIM SYSTEM As INDIWT[D ON M ACCAfm CIUWMGS. ALL MATOIIAL> AND NDTNLATIONS SHALL M APIROVID DY M LOCAL MM. WAl WAIT NTNOtIII L] WATIE PIM MA-1- CULTILE IRON PINS NM SHALL OR A MINMM CXNIFT- d IFIGHT 1.LHES 1.1 AND LOISORM TO GIRRENT A- LO OR ANTI SFECNCATION All PIA5H1-ON JOINT PIPE 511AL1 M NNINM ­— AWWA I]. IUSH-ON JTIO AGLESSORI[5 SHNi LOM(KW To AM1LILADLE KWIIKI,EMS d AWWA LIII OR ANSI XE .1-TION A]lk f1M SMNL. M COENT MORTAR -LINED ON M INSILE IN Al- WIT. AWWA LW OR NISI XRL 6IW ION Al4 EXCEPT THAT M Lt•IOlT-LINING THILRAESS SMALL NOT M LESS AIIN T1RIL- sl%TlOT1S A ILUS TOLCRACC d OE-EIGHAS NCH IVD1 WILL DE PERMITTED. PVL PIK At AW SKCIIIWTION LN00. LEA» DO W A NOR RA M JOIMffYMLLTeC M R_ _ - 101-T IrOR JOINTS A ♦ITTINO5 AND VAL wHICH SHALL DE KCHMILAL JOINTS. WATT sY5T0a SIIDJECI TO ROrtIK MESSUK> II -MG ]00 nl SNAL UX CW» AO rIM u PrtnNGs• OULTXE IRON F NGS SHILI. DR LEANT -LIMB. HA OWDS WONTING M!»LWE, Al0 DE x ALLOItDNRE w D+. L-NL AMD L D OR L_p,T fO[ COIfALT I LINNILAL JO AID BOLTSA SHALL DE M STRONGM LOW ALLOY STEEL PER AM ]Kit GA 1- IRON FITT- LARDER THAN TWELVE I-- ID1 SHALL .AKA >TANDNRD DODT LENGTH [WAL TO GLASS -GAIT IRON FITTIN». WIT I- GU» 90 IITTIMGS WILL M ALLOWED N LIM B DU _ IRON FITTINGS IN I_ LARGER THAN TWELW INLKS IM AND AS 5MOWTN ON M PLANS U GAtt VALVE RlSUIENT SEAT VALVES SMNL M -ALTERED N NORTH AMRIGA TO ME ALL REWIRFAENI, d AWW SKLIFILATIQD C-SOS VALVES TWCLW NWJES IIYI AO SwLIOt SIWL DE BUBBLE -TIGHY, TORO LGRAGE AT ]SO n1 wOUKINb fRE>NE[. VALK> SMNL HAVE NON-R15MNG >iCMS, QY!N GOINTERCLOGRWISE. ACIN DE MOVIDED WITH A TWO INCH M SWAK OIRATING NIT WITH ARROW WST IN SIR TO BDICATE DIRECTION B BCNRNG. LALH VALW SISAL HAVE MMK `S NAYS ME5'wARE RATANS, AMP YEAR IN WHICH MWIIALTIRIID LAST ON M BODY. MIOR TO SHIPKNT TRW M FAGTOtT, EACH VALVE SHALL M IRSYRO DY HYDROSTATIC PRESSURE EWAL TO TWICE M SMGIFWD WOKINS ME55UK. DLEIED VALVES NIN.L DC IMTALLLD WITH A VALVE BOX. KS VALVE BORES• GAIT IRON MR-IIECC ILO!-TYM WITH A TOF FLANGE INK NO OE -FOURTH INCH D V+1 SHAFT, O OPIN d TKNUi BURY. GAIT IRON COVER MARKED 'WATER' AND INDIWTING DIRECTION d OPENING. 16 IRK HYOR I- ALL HYDRANTS ARC TO M 3-WAY. S' MINIMUM ClMWRR AND LWITED TO M FOLLOWING MAX[5• w)ELLIJR A-4]3 OR KOEEOY -1. K-DIN. MAIN VALVE BONING• S v4 INLKS DE ARRAxfiOOR- TWO ] V] RCH HOSC NOZSLfY WITH KNW1HKAp5 POR iNlHOIR V] INCH fIMQ NDZILE MI THIS M 1NLH IHLCT LOMELTIpi D INCH MI 1/2 IN JOINT OICRATING NUT• STAD/JRD 1 W INCH P0ITHON DIRLLTION d OIWING GOLNTERCLOGRWISE 0.OR. CHAKLCD Y IS CVT. d DIARY HYDRANT SMALL DTM STALLED TO M MNAfiAGTL I.- INSTRWTIONS PXS ApOVT a- ADOK GRADE. LT HYDRANT MAIICK'.• .YDRNlr ASSDOLICS SHALL LOM15T B A SIR INCH K, .-I- JOIN GATE VALVE CON INS, TO AWWA C-SON A IOUK IOOT Al LENGTH d 11. 1- al GLASS IS AOx PINE WITH A LOOT -LINING• - TTE INK HYDRANT. M WCRARNT SNLL INK AT LEAST EIGHTEEN WOES Ia1 BETWEEN M BOTTOM d M M AND THE GROUO. NOR >NOE-IMCY HOUSE SLOOIVI51ON5. ARC WILL BC AT LEAST CK HTOIUNIT AT EACH INIIA-ION AND A MAXIMUM d I00 ITT MODI BETWEEN HYDRANTS WITH A MINIMUM WATT FLOW B SOD GALLONS TER MINUTE WITH A D nl K5ICXAAL FRESKEE IKOM EMIT .YCWANT. MDTRULIION K11N005 NDMLTION AND TUTIWi ALL rIM NID I TTNGS SHA 1 M INSMLTED AD tt110 IN AGCORDACC WITH M MAMIFALTURCIRS ":IT AO TK AFORPKRIIOED AWWA > 10ATIONS. M CONTRACTOR IWV.L FURNISH F ATMOVAL GORTWIGATIOH MOM TIE INK MAXii' UWOR THAT ALL TESTS HAVE DEON rfRPORAED W H SATI>FALTORY K%ATS. PIM SHInLL NOT M WSTALCD WITHOUT M RINSIKR`5 OR WATT AUTHOKITYS AIROVAL. D. xrfTALL.ATIdN fIMS. F HN6'.. AND ALLE S.AIl DC GNR 1 .AAXEO i VOID DAMAGE. TO TIE DAtt ION AGCEP- OF - 1RO I WORK DY 1;:, owKR. - GO -TOR 9RW lltel.ALE ANY NEW I'ME OR ACCESSORY POLIO TO DE DEMLTIK AI- INLLIDING AFTER IMTALWTION. AT NDAOSOAE TO TIR OWNI AL INSTALLATION AND T! SHALL M DOVE IN ACCORDANCE WITH A ITAIOARD c-000 AND AHSSMAIIIWT -IK ALL - SH 1. CRAGRS SMALL M KJECTQO. IF LRAGK9 OCCUR IN TK PIM. TK CONTRACTOR MAY, AT H15 OWN EM°ENSE AND WITH M AMROVAL d M ENGIE LUT dF M CRA4IK PORTIONS AT A POINT A LEAST TWELVE INCKS IM MOM TK VI51IXE LIMITS d THE LRAU AND USE THE SOAO r ION B TIE PIM ALL F1M5 AND FITTINGS SH L M CLEARCD d ALL I-- MATTE AND DEDR15 MIOR TO IIti-ATION ND SHALL DE - CLEAN UNTIL M TIME d AI,LEPTAIKL BY M OWNR. AT ALL TIK>. WHEN M PIM LAYIISS IS NOT AL-1 IN MOGK>5. 11♦C OPEN RNOI d TK PIM MIALL M CLOSED DT TWOURY WATRYNNT FLWS OR BY OTHER AMR OKD KRIS If KSUWR TK MIAI SHALL EAIOWe UNTIL ALL DNKR d Ww1F]R OITRING M rRNORX rMSfD, r- SWIM. M NATALED IN TROCHES ND AT TK LINE AID GRIN! i11oAY1 ON M GOTRA,T DUWINGS ANY OVLECTIOI JOINTS SMALL M WITNIN M EMITS SKCIFIm DY M MANIPACTEER. ILL WING AND APIKIRTOEACES COMRlIM TO M 9iAA- SHNL M SLFrptTM SO THAT NO STRAIN WILL DE IM05ED ON MEWVAOIT. M CWIPLONT MAMVALTURlR'> SFEL4ICATIONS INCLLAX THAT LOADS ARE NOT TO DE RAADFeRN9. AE LONMIKL7aR WALL SUBMIT LNBGIFIWHON d c°vLI— CON M MINT DLOGRS SHALL M INSTALLED ON ALL 1-1, TES, AND DOID5 OFFLELTING V4 M4WERI OR MORE CARE SHALL OC TAR�N TO RNSLRE TINT LONTElTC WILL. NOT LOAF IN LONTAGT WITH FLANGCS, JO S. OR DOLTS. TK REWIRED AKA d MUST BACKS ARC IWIWTED ON M RAM d SHALL M AS AFAR- DY --I- ­1 . WHOCKR GRO» - WAT-11,15, TK WATERLIIN SNA LAID AT SUCH AN lIEVATIOI THAT TM BOTTOM d M WAT N I> AT -I E WOES LADOK M TB O" THE SlWR. 5 VERTICAL WARATIM HALL BC WINTA1NCD IOR ANT IO I- d M WATERLINN LOCATED WITHW TIN ITT 101 HORI]OTALLY OF MY 5EWR IT GROSSES TIOK SMALL DC IND FHn1CA. LOE! T BCTW[DM M DISTRIDVflO1 SY>TOI NO NH' TINES. A,RWS. HYDRATS, d WHION AK MAIL WD d W SUIPLED w T IS. OR MAY M. COTAMINATm TIE U R d DIMR[M T IK2 REWIAR JOININS. M LO IO` SHALL ILKNISHSAND INSTALL AL NIL SSRI ADATR5 °I AL TAP NIW >NEMY STANDARDS SMNi Ix N LOIFORMANLE WITH NL MRIC STATE AN FICRN. WIOCLIKS AND AS SMC W ON M PLANS. MC CONTRACTOK SMALL, A TIKS. KCR AE TRENUEs CNTUFLY IK! d WATER UNTIL AL WORK IS IINISHED " KAOY rM DAORIILLIN°. ALTER M VMIOUS PIMLNES HAW MM INSTALtID. M TRCNOE5 AO OTHR AREAS TO M FILLED SHALL M 5-1 M TO SUDGRADE WITH WKKVR PO»IBLE, XA RIAL M VAIM /ROT M TRENCH NO D 1`1LLINS WILL M ALLOWED UNTIL ANY LO W MASONRY HAS SET-GIOIT.T, AS OERA1NIHlEO DY THE O161MER. N5 ALL MA Iqt II-ILLING SHALL M FREE d ROOT5, 5 UTA'S AND MOST. wTIRIALS II]fD SOIL TYPE - CLAY/SILT FOR D iLL NNI TRCNDFS - DE FREE d 5TOK5 WEIDHIN6 OVER 3D POUNDS. NO STOVES 3600 PSI M.ASIAKNG OVER ON, ANO ONE-HNF 1— 11 vn IN M LONGCST DI1ON51OI SWILL ISE �i NLµ Y51FY SIZE 3500 PSI CONCRETE R.ALCO WITHIN pE FOOT ID d M fIPdM! MMG DALKPUL[D. ;1T 6' 8• 1 ' CONCRETE —PILL FCR N1 fIRLRES SHALL M RAG® IN SIR 1— B1 WYRS, EACH LAYER BEING I.A.1(8L 2T 3 4 9 TNBOUGHLY LOIACI® TO NOT 12» THAN 15 PROANT d MMxAM CRY —11Y AS VALVE •' I _ O¢TFJRYIIED DT M MSHYO-T-N1 STANDARD MOLTOE rMTIULM MELMTION> SMALL M FIRE CONNECTION DWAE t]EGt 45' 4 8 17 TO SPRINKLER C E]R BAGxM1OW ��pACNTOY PITEVIINnOx vALSE END AREA IAKRN M M f1.AClIONT AID CWACTION d M DALKFRLL ARTERIAL IN ORDER HOT TO DAMAGE REYONTON VALVE v M fIM OK >TRLCIIK. M DK.RFRL SIIAI.I DE dROIGHIi M NEVFiA.Y. ARL wATETONIM STALL M SYSTEM 90' 9 16 35 BEARING END AREA INSTALLED WITH A MIHIUM COVOR OVTH d 51X M AEnLKR TEES OR AGAINST BEAPoNC DpINEBIIC WATER LNE END CAPS 6 11 25 UNDISTURBED AGAINST >LRPLN E%LAVATlD w1RIAL5 HOT US® IB DACRfILL SWM1 M DIXOSED B IN A GAITER SOIL UNDISTURBED SATISPALTORY TO TH! ENGNlLIt. ALL SLRILLS MATRIAL OR MOIL SHALL ISE REMOVED PROKTLY VALVES 3 3 3 SOIL AND DISfOXD OF SO AS NOT TO DE 00.EGTIOIHLG TO HITTERS M TO M GOERN rLaL CONCI6.T YAB VALVE DO%!5 ARE TO M MST ALPD ON AIJ- DVALVES. M D LRIM OVESHALL S M LAST 1RON SO FT BEARING AREA WITH A MINIMUM 11. AND O OUKTHS 1- D V41 DINCTR AND LONG ENOUGH TO EXTOD BASED ON 100 PSI WORKING TYPI 1 TES D A HIND - PR TYPICAL BHNDS M04 M VA.W TO IIWN NSRADe. M DOKRI f11A1 ENOASC M -AIING NUT AHO -MIS -•W------------ PRESSURE PLUS 100 PBI SURGE NOTE: PLACE 4 mN POLYETHYLENE BETWEEN RT11NG AND THRUST BLOCK VALVE DOVES SHALL NOT TRANNI LOADS INTO M VALVE LOVERS SHALL M ALLOWANCE AND BEARING eDX d TK VALVE 1 �. 405E I TTIN6 AND ONKT_ T1ONT w TB d M GOVR FLUSH WITH M_ M BO% RIM. - A n v ol. wATM 2RMO CAPACITY d 1000 LBS/SD FT OIGN¢R AT AL -re VALVES. RAID stun. AID AT M END d WAtt NI!S TO A MT SIX MGEs W1 ADOK FINISH fiRApE M HARPER SHALLM SUTEO SI L Y INTO M GROTTO. IIX- AS OTIERW.. DIRELY®. ALL rIMLRES SIWL M - PIIELNES -IO IN E%LAVATION OR MDDED IN GONLRL'T! SMALL M TESTED PRIOR TO D KLING OR M RAG1N6 d LONLRETR, AID ANY EWOSED %PING - M TESTED MIOR TO 11- PAINTING, TK CONTRACTOR 5141E FLRNIS. AL -1, TCSTING 1LUGS. CAS. AND ALL OAR KLE»MY EWIPKNT AND LABOR O PRFORY LEAKAGE AND IRESSUK TEST IN SECTIONS d AN AMROVFD LEIKaTHN CAL. VALVED SRl ON Ot A MMIMM d OK THOUSND FEET 11.00p1 d M FIR SIW.L M TESTED ILL ME'XJNLE d M IIAIKR. POR M MCI- 1EST. TK GONTRALTCR S11Idl DEVeLB AIND MAINTAIN - PONDI rR 5OMARE IKH FOR TWO HOES. FA— TO HOLD M DESIGNATED MEYEWE FOR M TWO -HOE PERIOD CO STITUTES A FARURE OF M SECTION TE5T .. M REMAGE TEST >HAL M PQFORIED co1E,uKmTLY WITH M MlSSURE TEST. DLWRNS M TEST, M uwMALTd SNNLL M lm, M WATITY d WATT KWMED TO LAAINTAN M TEST rREYER[. LEMAM SHALL NOT ExL£PD M lA rT IT GIVEN DY• L 5D ISOIAK ROOT d N / I30.]00 WIRE• GALOSINOE L LONGTH d fIPELRE TESTED I DIAAETR d P M . WOES P AVRAGE TEST PKSSLIKE IN nl AL TESTING SHAD. M GOOULTID IN ACCORDANCE WITH AWWA G-AGOG LATEHM LATEST REVIS SHOUD ANY S I'- d M PRE IIR.- M FK>SURE ORM LEA(ADE -11, <,OTRILTd SHALL DO EVRTTHING NCCE>SAO TO LOCATE AND K AIR OR ItVLAU M OEFECTIW PIM. /ITTINGS OR -RITS AT NO ERR TO t OWNR. D. .11-TIOA LWlMII I B TIE WATOUNM NNODKI SHALL M GLTEO -1 AFTER M MAN -1 DV FLJMAED AND ULM STRENI OBTAIN®AS -TERIN- OT M - R M LONPRALTGR SISAL rIARMSN AL MEDOK. EWIART. MATERIALS. AND TOOLS KLE55MY TO T TIi LNON E AND ~TARL5 IN ACCORDANI WITH THE FOR STAN- F DISYIECTIN6 -INS, -WL WITH ­ONM - KTHI00. M KTgD p DISIHVELTICTI INNING M D COI'- - KTHNOD LADE» OTN 11 AMROV® DY M CMSIN'R. AFTR EGGING. RUSHING. AND THE ADDITION d -ORINP SOLUTION M FREE _HALL LONLEMRATIOI WITHIN M ri SHALL- DC AT LEAST SO ARGIL. M LKOUNATED WATT SHALL ROAAIN IN INS MAN FOR A PRIOR B AT LEAST N HOES. AT MEND OF THIS PRIOR, M- TFD WA- IN ALL -TIO5 d TK MAIN SHALL NOT !UK A -I- d LE» THAN q MCA. B FREE -IK ALL 0111-TICK IMAGE M PRIORIED UOR MW -IIIOM d M OIGINSEW. M DISIMECTION COLEY. SIiAILL M Cil E ACLVTABLE ONLY MTR D SA1E d WATT MW M FLUSHED. DISIMELTED MAIN TAKEN BY TK ENSIEOR AND TEST O AT AN AFMOVED LABORATORY SNOW NO IVDEWLE d DALTIRIO.OGICAL GOITANINATIO, DI>NPEGTION SHALL LOMOKM TOM LATEST -A L-631 KVISIO. M -SE AND A YCNA RE SHAl. W MAMTAVeD IN M UVCONTIMINATFD lODITION ACKOTAKC. DISIMEGTON SINLL M RCMAT WKN AD WIRE R-1- AT NO F)RODE 10 TIE OWNR UNTIL FMNL ALTETTNY2 DY M OWIR. R. MOST Mott 011 d UHALLOW WATERLIKS WATERL.- WITH LE» TWIN SIX -1 wl d COVER OWN M CROWN OR WHORE VOI— QM M TAD, SMALL IfE MOTCCTFD AGAINST ITRFQRNG BY INSTALLATION d IWR uW.H AI MICR M50AI wIAT4Ya SHRTI WITH THd OFPE41 OR TWK,E SMALL M RAGED .1 a1 ADOVE M CROWN d M MAIN AFTER COKALTIW B M 51X INCH (51 LIFT IMKDIATLLY HOVE TK CROWN LAKE SHNL DC I.-SED DY THE LOIN 0-OR CIUK- DACRFILL AND C0mi,_11 I OVER M STMdOAM SHIRTS TO MEVRT DANCE TO THR SHEETS. IT- IM >HEETI SHALL MET M COMRES5IK STRENGTH KOI__ d A". OS]I-T3 AIO MALL M AS -AL1URED DY DOW GIOIIGAL LOMAMY...�. 41CHIGNL GR EOUIVAINT. IN NO WSI SHALL M WAT-MR5 HAVE LEIS THAN FIVE TER D7 d LOUR OVR M Td d THS PIR F. HYDRAMT FLAW TESTING A HYDRANT SMALL DE FLOW T175D I COEIETION AID ALEPIACE OF RE MAIN COHSTRUCTId DATA SHALL M ODTAI AND SIID41TTE0 TO THETOWN TO A I -OM M M D .11 ATIOI d FINE FLOW AT ]O - d KSIWAL FKS%RE. RMSH O ADE WATER / SPRINKLER CONNECTION - UNDISNRBED SOL B-1E. VATED MM MCCAIXK'.HLYIOOMPACTED IN 6' 11TSME SIDES O TRENCESIs LSS THAN E4 R. DR MOTEIN0`, E B SONNNEL THE M1iE ___- ' INOF R°REPOSE `mfSIRANS aAPPROVED ROCK FREE('D' IS W15DE ;D/2,61' BACNHLL MORWOILYOAMfIEII COMPACTED IN e-LETS O PIPE) (NO STONES LARGER MAN1 1/2•ALL --- THE COI TRACTOR SHALL AT TIMES KEEP ME TREMORES OAMEIER)UNTON RLLLAU_ WIAYFREE N IS FlNISHFD AND READY FOR BAMFILINGSHALL BE TRWDIIOILYmAKl OR SANDTOt D.1., DR 3/4' BRINE FOR UNDSTUROID SOIL. TYPICAL WATER TRENCH NTS NTS NOTE: MAN CURB STOPS AND/OR GATE VALVES ' RETAIL NOT BE PLACED IN PAVEMENT, CURB OR SIDEWALK. L- HYDRANT MANUFACMflER ^,l TO RE APPROVED BY THE ENONEER AND MUST \J"� 111 LLL YEET TONN STANDARDS, GROUND le' -]I' - VALVE BO% �-� 6 wN1RW �RED, HRR1111M B' BUIIY SOIL DATE IN UST VNLS SLOG( B.- HYDRANT TEE NUCWEIE !MAIN I�.,.' Ili ;WATIER / Al, .1 ITS GRITSSNA APPROVED EQUAL BIOG SEE THRUST BLOCK SOIEDULE ANOTOi OC (] SFE WATER TENGI SF.) DETAIL FOR BEDDING 4' GA D.I. POE CRU9RD STONE DRAINAfE REOUIR.F.IS AREA (YIN. 18 Ol. IT.) SHMID WIND WAAR ­-SEMIT. NroRANT DEAN MUST BE PLUGGED AS ORDERED BY ME ENGINEER. HYDRANT DETAIL THRUST BLOCK END AREA NTS NEW SEWER PIPE (CENTER ONE LENGTH OVER WATERLINE AND ENCASE ENDS IN CONCRETE) 1V.N NEW WATERLINE CENTER ONE LENGTH OF PIPE UNDER SEWER CENTER ONE LENGTH M PIPE OVER SEWER NEW WATERLINE _ le• MIN. NEW SEWER PIPE (CENTER TYPICAL 6" THICK ONE LENGTH UNDER WATERLINE— ITEACH SIDE OF JOINT AND ENCASE ENDS IN CONCRETE) SEWER / WATER SEPARATION DETAIL FOR CK055IN65 ° Lf4 ems: THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 5"7 N 1-800-225-4977 PRIOR TO ANY EXCAVATION. : rw J 'kpNaD® E4EI �A�R I I I NTS THE GATEWAY ELEVATION STUDY - EXISTING STRUCTURE , . _ , 0 . _ 0 DECEMBER 3, 1999 - SCOTT i PARTNERS ARCHITECTS 20 main st, eel essex junction vermont ob4r 2 p.802.879.51,53 f.802.872,2764 architecture planning i n i e r t o r a 12 11 10 9 � 6 5 0 � 3------- � v ®-- — -- r_..... ..__11 CONCrETE DLGCK PIL SiER9 PND WPLI! -� . 9ARY ING 6M1D9 Oi 5 IT FGLE PND NORTH ELEVATION — MEGASAVE STORE cT� cR� CO) �Pr (;N) Q <� Q Q �) CH) I I I SOUTH ELEVATION — EXISTING BUILDING THE GATEWAY ELEVATION STUDY 1-10 a. DECEMBER 3, 1999 SCOTT + PARTNERS A R C H I T E C T S 20 main street essex junction vermont i7W2 p.802.879,5153 f.802,872,2764 architecture planning interiors No Text CA/MA Arm Mount t% The Gardco Round Arm Mounted Form 10 products are cylindrical (CA) or semi -spherical (MA) sharp cutoff luminaires using high intensity discharge lamps up to 400 watts. Housings are one piece seam- less spun aluminum and finished with either Architectural Class I anodizing or electrostatically applied polyurethane. Luminaires accept 5 interchangeable rotatable precision segmented optical systems. • • a . Example: CA 17 1 3 250 MH 120 BRA HF PHOTOMETRIC HOUSING DIAMETER CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS 17" 1 (Horizontal Lamp) See Below 120 BLA ° �c ,," HF CA 22" 3 (Horizontal Lamp) "` 208 BRA LF - Q (Horizontal Lamp) 240 NA MF MA 2 FM (Horizontal Lamp) 277 BLIP PC f Qo VS' (Vertical Lamp) 347 BRP PCR Y; 480 NP POLY 4 WP: v xSC (speclty} WATTAGE FINISH OPTIONS NOTES CA' CA22 1MA22 BLA : Black Anodized HF : In Head Fusing 1. Standard with Polycarbonate _ BRA : Bronze Anodized LF : In Line Fusing Sag Lens NA : Natural Anodized MF : Mast Arm Fitter 2. Medium Base Lamp 70 HPS 70 HPS 250 HPS 250 HPS BLP : Black Paint PC3 : Receptacle and Photo Control 3. Not Available in MA Units 100 MV 100 HPS 250 MV 250 MV BRP : Bronze Paint PCR3 : Photo Control -Receptacle Only or 480V 100 HPS 100 MV 250 MH 250 MH NP : Natural Aluminum Paint POLY : Polycarbonate Sag Lens (standard on VS) 5OW MHz 50W MHz 400 HPS 400 HPS WP : White Paint 70W MHz 70W MHz 400 MV 400 MV SC : Special Color (specify) 100 MHz 100 MHz 400 MH 400 MH 150 HPS 150 HPS 175 MV 175 MV 175 MH 175 MH 250 MV 250 MH CA Gardco L3ghhng EPA'S Approx, Wt. EPA'S Approx. WI. Single Twin Single Single Twin Single CA Style Size A B C D Arm 180' Quad Fixture MA Style Size A B C D Arm 180' Quad Fixture 17' 17' 8' 5' 5' .7 1.5 2.1 26lbs 17' 17' 11' 5' 5' .8 1.6 2.3 27lbs 432mm 203m 127mm 127mm 11.8 kgs 432mm 279mm 127m 127mm 122 kgs 22' 22' 11' 7' 5' 1.2 2.3 3.3 43lbs 22' 22' 14' 7' 5' 1.3 2.7 3.7 43lbs 559mm 279mm 178mm 127T,m 19.5 kgs 559mm 356mm 178mm 127m 19.5 kgs L� IB TQ* t3 I 415 I— C .F. A 11 I- — C - A Note: C =Arm Length D = Arm Height • • 4 5/16" 101 SQUARE WEDGE 102 ROUND WEDGE DIMENSIONS Square Wedge I MOE -1 41.3 cm Round Wedge ---- 16 1/2" ---- ---- 41.9 cm 7' 17.8 cm 22.9 cm T 8 1/4' 20.9 cm i -- 9' i 22.9 cm ORDERING INFORMATION 102 WT 150 MH 277 BRP PCB LUMINAIRE DISTRIBUTION WATTAGE VOLTAGE' FINISH OPTIONS 101 FT 35 HPSZ 120V BRP F Square Forward Throw Wedge 50 HPS 277V BLP PCB 102 WT 100 HPS WP OR Round Wide Throw Wedge 150 HPS NP OEM 70 MH BGP SL 100 MH SC UT ' Contact factory for other voltages t 120Vonly 150 MH3 3 ANSI Spec #M102 175 MH FINISH OPTIONS BRP = Bronze F = Fusing BLP = Black PCB = Button Type Photocell WP = White OR = Quartz Restrike NP = Natural QEM = Emergency Quartz Socket (DCB) BGP = Beige SL = Solite' Diffusing Lens SC = Special Color UT = 50 Uptilt (Specify) Solite is a registered trademark of AFG Industries, Inc. 15 No Text l a � 'iy SDI St, The L80TM luminaire consists of'a one ,# piece cast -aluminum cage with four(4)' double-ar'm ribs and four (4) medallions mechanically assembled on a castg aluminum decorative pole -top adaptor_' An injected satin cleat polycwbonate globe is assembled inside the cage on the pale top adaptor. An aluminum hood complete with deco- rative finial and band is attached to the cage'sintegrated hinge and is secured by a stainless steel screw. EPDM gaskets are used at the globe's base and'atthe hood's edge to ensure t- weatherproohng , The L81" luminaire isidenticalto the L80-but comes w th'two (2) double -arm ribs and medallions. PCCS Satin Clear Polycarbonate f Y S � K •� � rjiV„�� r r < r � r i � � Y }• �r tM,��fi7� 0: �. e rra9 To achieve a high level of customer satisfaction Lumec';-1 designs and manufactures products according to the.:,": most stringent standards. ISO 9002 RegistereG The quahtymanagementyi: �` system of Lumec is ISO 9002 94 � registered with OMI 640 Cure Boivin Boisbriand,'Quebec Canada,XG 2A7 Tel: (514) 430-7040 Fax: (514)430 1453' `As of mid -June 1998`r the area code will be 450.E Printed in Canada 1_80/1.81 16 Standard Colors Available opk RR,RACEse Om,, RR OptICS 70 MH — Round borosilicate refractor The specially -formulated textured (TX) ^ 100 MH Lumital powder coat is available in a \� RR5: Symmetrical (V) Y range of 16 standard colors. This unique 150 MH coatingofthermosettin g polyester resins ns MH --- - RR3: Asymmetrical (III) provides ahighly-durable UV -resistant 250 MH • N/A 3 symmetrical III) with exterior finish as per ASTM G7. 35 HPS -- _ deflector Lumital coatings are specially formulated 70 HPS — — SE optics for outstanding salt -spray resistance 100 HPS — — Segmented cut-off reflector according to ASTM 6117 standards. 150 HPS — — system set in faceted arc- All surfaces are chemically treated using 250 HPS • N/A image duplicating patterns a four -step (aluminum) or seven -step • Remote ballast in mounting or pole base. SE5: Symmetrical (V) (steel) process prior to painting. Consult SE4: Asymmetrical (IV) Lumec for complete specifications. The L80TM and L81TM' lantern series accommodate H.I.D. or incandescent SE3: Asymmetrical (III) SCL Special Color (liquid) lamps up to 250W. SCP Special Color (powder) optics Provide a 4" (102 mm) square color chip. The UL orCSA-recognized CWA-type ballastfeatures a -30-F (-34'C) lamp u7,gTRACE Round acrylic (100W max) or It is possible to order smaller minimal starting capacity, a power factor of 90% borosilicate (150,175 and 250W) quantities of powder paint at a pre - or better and a regulation of lamp power refractor with segmented mium.-Your representative will be able within ±10% of rated input voltage. HPS uplight recovery dome to tell you if a powder coat paint can ballasts operate within ANSI trapezoidal RACES: Symmetrical (V) be developed for your project. limits. RACE3: Asymmetrical (III) An optional (CHR) zinc chromate The ballast is integrated in the luminaire's RACEM Asymmetrical (111) with deflector coating should be applied on alumini- base, or is remote in the mounting or um parts that are subject to extreme pole base. Other optical systems available salt -spray corrosion. Consult Lumec LN: Nickel -plated louvers for complete specifications. t 0 LB: Bronze -plated louvers Please note that where quantities FS Luminaire integrated fuse LMP: Lamp without optical system do not warrant it, Lumec reserves the right to use an oven -cured liquid Consult Lumec folurthions. details and the com- (lamps not included) polyurethane finish. p/ete list of available options. For further information, refer to the Photometric Guide. S F80 Iff SFO SFS W. SF70 SF72■r A 7/ SF73 �1 1 O -O O—O W 1 1A 2 2A 0-00 B + & u- 5 M Forinformation regarding available mountings and poles, refer to the Pole Guide. Ordering Sample 171/2" (445 mm) e 41/8" (105 mm) Interior diameter of the adaptor 171/2" (445 mm) E M � �] o 41/8" (105 mm) Interior diameter of the adaptor L80 on SF80 pole- Luminous Center L81 on SF80 pole- Luminous Center top adaptor with from the adaptor's top adaptor with from the adaptor's SE optics base: RACE optics base: EPA:1.32 sq.ft. SE: 24" (610 mm) EPA.1.32 sq.ft SE: 24" (610 mm) Weight 45 Ibs RACE: 21" (533 mm) Weight 46 Ibs RACE: 21" (533 mm) (21.4 kg) RR:18" (457 mm) (21.9 kg) RR:18" (457 mm) The LBO and L81 luminaires are UL and CSA approved 1 150 HPS I L80-PCCS I SE3 I 120V I SF80-CRAlA I APR4-12 I BK-TX I FS Lumec reserves the right to substitute materials or change the manufacturing process of its products without prior notification. Registered Lumec inc. modifies the front yard coverage along O'Dell Parkway such that it does not exceed 67.5%. 6) The Development Review Board, pursuant to Section 26.406(b) of the zoning regulations, waives the front yard setback requirement for the addition and allows it to be 15 feet from the O'Dell Parkway r.o.w. 7) The Development Review Board, pursuant to Section 26.256(b) of the zoning regulations, approves a total of 572 spaces which is a 27 space or 4.5% shortfall. It is the Board's opinion that adequate parking will be available. 8) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the reduction in overall size will generate zero (0) additional vehicle trip ends during the P.M. peak hour. 9) The Development Review Board, pursuant to Section 25.113(c) of the zoning regulations, approves the addition at 45 feet in height. It is the Board's opinion that this taller structure will not adversely affect the essential character of the neighborhood or district in which this property is located nor will it detract from the important scenic views from adjacent public roadways and other public rights -of -way. 10) The relocation and water mains shall be reviewed and approved by the Champlain Water District. 11) Trees shall not be planted on top of water and sewer mains. 12) The poured concrete shelf in sewer manholes shall be for the entire diameter of the sewer pipe not .6 as plans show. 13) Drainage pipe shall be plastic or concrete, not metal or aluminum. 14) Concrete sidewalk base material shall be gravel not sand as shown. Thickness shall be eight (8) inches minimum. 15) The base material for bituminous pavement may be recycled crushed cement concrete or bituminous concrete. 16) The building shall be sprinklered and include a fire alarm. 17) The final plat application shall be submitted within 12 months. 2 O 1/18/00 MOTION OF APPROVAL ACADIA REALTY TRUST I move the South Burlington Development Review Board approve the preliminary plat application #SD-99-85 of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 square foot shopping center. The amendment consists of: 1) razing a 75,667 square foot portion of the building, 2) constructing a 65,000 square foot addition resulting in a total square footage of 119,774 square feet, and 3) minor boundary adjustments with adjoining properties, 516 Shelburne Road, as depicted on a 16 page set of plans, page two (2) entitled, "The Gateway Route 7 South Burlington, VT Landscape Plan," prepared by O'Leary - Burke Civil Associates, PLC, dated 11/16/99, with the following stipulations: 1) All previous approval and stipulations which are not superseded by this approval shall remain i n effect. 2) The plans shall be revised prior to final plat submittal as follows: a) The building elevation plans shall be revised to show the building mounted lights. b) The plans shall be revised to label all dumpster/compactor storage areas which shall be screened. The type of screening proposed shall be noted on the plan. c) The plans shall be revised to accurately show the location of the C.O. District boundary line alone the interstate ramp. d) The plans shall be revised to show green space between the sidewalk and curb along both sides of O'Dell Parkway west of the on -street parking. 3) Prior to issuance of a zoning permit, the applicant shall post a $77,500 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of survivin . ter/ ' -fvw 4) The applicant shall, upgrade O'Dell Parkway from Shelburne Road to the northeast corner of the property to City standards. The design details for the upgrading shall be the same as was approved for the O'Dell Parkway P.U.D. The applicant shall bear the expense of improving O'Dell Parkway from the easterly sideline of Shelburne Road to the northeast corner of applicant's property. Applicant's obligation hereunder shall be conditioned upon issuance of all local permits or other approvals required for improvement of O'Dell Parkway, and shall be performed in accordance with all such local permits or other approvals. Applicant shall provide to the City a performance bond sufficient to secure its obligations hereunder. 5) The Development Review Board, pursuant to Section 12.406(b) of the zoning regulations, PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, Jan. 18, 2000, at 7:30 p.m. to consider the following: 1) Preliminary plat application of Acadia Realty Trust to amend a previously approved planned unit development consisting of a 130,441 sq. ft. shopping center. The amendment consists of: 1) razing a 75,667 sq. ft. portion of the building, 2) constructing a 65,000 sq. ft. addition resulting in a total square footage of 119,774 sq. ft., and 3) minor boundary adjustments with adjoining properties, 516 Shelburne Rd. 2) Application of So. Burlington Realty Co. seeking conditional use approval from Section 26.05, Conditional Uses and Section 26.65, Multiple Structures and Uses on Lots, of the South Burlington Zoning Regulations. Request is for permission to use an expanded building for a multiple number of uses, 364 Dorset St. Copies of the applications are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board 01-01-00 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & Z0NR'4G 575 DORSET STREET SOUTH BliRLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 16, 1999 Mark Kane Dunn Hamlin Kane 156 College Street Burlington, VT 05401 Re: Sketch Plan/516 Shelburne Road Dear Mr. Kane: Enclosed is a copy of the November Z, 1999 Development Review Board minutes on the above referenced project. If you have any questions, please give me a call. Sincerely, - Lisa Mahoney, ' Planning & Zoning Assistant LM/mcp cc: Joel Braun 10/27/1939 12:23 8028789939 OLEARV BURKE 1 PAGE a2 EX15TINC-7 PARCEL INFORMATION 5TANGAKC) PARK INCH 5PAGE5 5711 HANDICAP 5PAC.E5 11 i TOTAL PARKIN& 5PAGE5 5190 C"REEN AREA COVERAGE 30,373 5F 130IL.C)ING AREA COVERAGE 130,441 SF P'.AVED OR C.ONC.KETE COVERAGE 263,740 5F PARCEL- AREA 424,554 5F f ROP05ED PAR(ZEL_ INFOKMATION 5TANDARD PARKINC-7 5PAC.E5 552 HANC)IGAP SPAC,E5 13 TOTAL PARKING 5PAC E5 565 GREEN ARFA G0VERAC7E 41,Cr03 5F 5UILDING AREA COVERAGE 111,774 5F PAVED OR CONCRETE COVERAGE 263,177 5F PARCEL AREA 424,554 SF 7.2 y 30.7 x _62.1 % 100.0 Y. 9,6 % 26.2 % 62.0 X 100.0 % CITY OF SOUTH BURLINGTON Subdivision Applicaton — SKETCH PLAN #1: NAME, ADDRESS AND PHONE NUMBER OF: a. OWNER OF RECORD Heathcote Associates, LP 20 Soundview Marketplace Port Washington, NY 11050 (212) 421-8830 b. APPLICANT Same as Above C. CONTACT Joel Braun Acadia Realty Trust 805 Third Avenue, 91h Floor New York, NY 10022 (212) 421-8830 #2: PURPOSE, LOCATION AND NATURE OF SUBDIVISION OR DEVELOPMENT, INCLUDING NUMBER OF LOTS, UNITS OR PARCELS AND PROPOSED USE(S) The proposed project includes the renovation and improvement of the existing Mall 189 retail center located at 570 Shelburne Road in South Burlington; relocation of the existing grocery store and general site improvements. The site (Tax Parcel # 35-01-10) consists of 9.74 acres and is located entirely in the C1 (Commercial 1) district. Retail uses consist of 130,000 +/- square feet and include a grocery store and indoor mall as well as small retail stores. The proposed improvements will reduce overall lot coverage, enhance visual and landscape appearance and improve onsite pedestrian and vehicular circulation. #3: APPLICANTS LEGAL INTEREST IN THE PROPERTY (FEE SIMPLE, OPTION, ETC.) Fee Simple LANDSCAPL ARCH] I LC L URE AND PLANNING September 1, 1999 Mr. Joe Weith City of South Burlington Planning and Zoning Department 575 Dorset Street South Burlington, Vermont 05403 Re: Mall 189 Project — South Burlington, Vermont Dear Joe: Enclosed please find a copy of our sketch plan application and copies of the latest sketch plans (5 full sized, 1 reduced) for the redevelopment of the Mall 189 property on Shelburne Road in South Burlington, Vermont. As you are aware, this existing urban shopping center is largely vacant, is poorly connected with its surrounding community and is in dire need of rehabilitation. To that end, the new owners of the property have asked our firm to develop a concept plan for reconfiguration of parking and open spaces and integration of a new grocery store, replacing a smaller and out-of-date facility. As you requested, we have also prepared the "Application for Site Plan Review", although we are only submitting for sketch plan review at this time. As such, we have not included a fee. We are providing your office with this plan for the purpose of having a discussion with the Development Review Board to determine what will be necessary for successful re -development of this property. We certainly expect some ,feedback during this process and are continuing to refine this plan. Once notified of a hearing date, we will be sure that the City is provided well in advance with any new information collected or generated that could be helpful in this review process. Please call if you have any questions. Sincerely yours, Mark D. Kane Planner Enclosure 156 COLLEGE STREET, BURLINGTON, VERMONT 05401 VOICE: 802/862-0098 FAX: 802/865-2440 TWO LAFAYETTE COURT, GREENWICH, CONNECTICUT 06830 VOICE: 203/863-9079 FAX :203/625.5304 CITY OF SOUTH BURLINGTON 5 % , L l �45�, Subdivision Application - SKETCH PLAN 1) Name, address, and phone number of: a. Owner of record Heathcote Associates, L.P. 20 Soundview Marketplace Port Washington, NY 11050 (212-421-8830) b. Applicant Same as above c. Contact Joel Braun / Acadia Realty Trust 805 Third Avenue, 9th Floor, New York, NY 10022 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). See Attached 3) Applicant's legal interest in the property (fee simple, option, etc. Fee Simple 4) Names of owners of record of all contiguous properties See Attached 5) Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. See Attached 0 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, water supply, streets, storm drainage, etc. None - See Attached 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affects the proposed subdivision, and include the dates of such actions: None - See Attached 8) Submit five copies and one reduced copy (81 x 11, 8} x 14 or 11 x 17) of a Sketch plan showing the following information: a) Name and address of the owner of record and applicant. b) Name of owners of record of contiguous properties. c) Date, true north arrow and scale (numerical and graphic). d) Boundaries and area of: 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and -proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing water courses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. i) Location of existing septic systems and wells. j) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) All applicable information required for a site plan, as provided in the South Burlington Zoning Regulations, shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential development. a��--D.�� Mark D. Kane for Joel Braun 8/31/99 (Signature) applicant or contact person Date MEMORANDUM To: South Burlington Development Review Board From: William J. Szymanski, South Burlington City Engineer Re: January 18, 2000 Agenda Items Date: January 11, 2000 SOUTH TERMINAL EXPANSION PROJECT - BURLINGTON AIRPORT - AIRPORT DRIVE 1. Sewer main extension shall be 8 inch drain pipe. Sewer service for facility shall be shown on the plans. GATEWAY - SHELBURNE ROAD 1. The City of Burlington supplies water and sewer services to this property. An increase in usage should be approved by the City. 2. The relocation and water mains shall be reviewed and approved by the Champlain Water District. 3. Trees must not be planted on top of water and sewer mains. The new sewer main along the north side of the new building has several trees planted on top of it. 4. The poured concrete shelf in sewer manholes shall be for the entire diameter of the sewer pipe not .6 as plans show. 5. Drainage pipe shall be plastic or concrete, no metal or aluminum. 1 Memorandum - City Engineer January 18, 1000 Agenda items January 11, 2000 Page 2 6. Concrete sidewalk base material shall be gravel not sand as plans show. Thickness shall be eight (8) inches minimum. 7. The base material for bituminous pavement may be recycled crushed cement concrete or bituminous concrete. 1. The proposed parking lot layout for the lot where the convenience store stood should be shown on the site plan. 2. The 105 foot curb cut should be reduced and if the house on lot 42 is to remain a curb opening serving it and parking lot constructed. 3. The sidewalk should continue across the entire frontage of lot 4D. oil MEMORANDUM To: South Burlington Development Review Board From: South Burlington Fire Department Re: January 18, 2000 agenda items Date: January 11, 2000 1) Burlington International Airport 1200 Airport Drive Dated 12/1/99 The addition should be sprinklered and have a fire alarm. 2) David Taber 40 Airport Road Acceptable 3) Acadia Realty 510 Shelburne Road Dated 12/3/99 Dated 12/7/99 The building should be sprinklered and have a fire alarm. The plans should be revised to show the hydrant locations. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 14, 2000 Mark Kane Dunn Hamlin Kane 156 College Street Burlington, VT 05401 Re: Shopping Center Redevelopment, 516 Shelburne Road Dear Mr. Kane: Enclosed is the agenda for next Tuesday's Development Review Board meeting and comments from City Engineer Bill Szymanski, the Fire Department and myself. Please be sure someone is present on Tuesday, January 18, 2000 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, , Raymond J. Belair, Administrative Officer RJB/mcp Encls cc: Joel Braun DEVELOPMENT REVIEW BOARD NOVEMBER 2, 1999 Mr. O'Rourke moved the Development Review Board approve the final plat application of Homestead Design, Inc, to amend a planned residential development consisting of 298 residential units and an 18-hole golf course. The amendment consists of revising the plat for the footprint lots along Golf Course Road by providing survey tie lines for the next phase of development (unit 137) as depicted on a plan entitled "Final Plat for Fifth Amendment Inverness at Vermont National Country Club," prepared by Krebs & Lansing Consulting Engineers, Inc, dated 11/20/98, last revised 9/28/99, with the following stipulations: 1. All previous approvals and stipulations, which are not superseded by this approval, shall remain in effect. 2. The plat plans shall be revised to show the changes below and shall require approval of the Director of Planning & Zoning. Four copies of the approved revised plat plans shall be submitted to the Director of Planning & Zoning prior to recording: a) The final plat plan shall be revised to include a surveyor's stamp. 3. Any change to the final plat plans shall require approval by the South Burlington Development Review Board. 4. The final plat plan shall be recorded in the land records within 90 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the Director of Planning & Zoning. Ms. Quimby seconded. Motion passed unanimously. 8. Sketch plan application of Heathcote Associates to amend a previously approved planned unit development consisting of a 130,285-sq. ft. shopping center. The amendment consists of 1) razing a 75,833 sq. ft. portion of the building, and 2) cvnJtructing a v5,vvv sq. ft. a"'ditior� resulting in total. square iiotage of ii9,452, 5iv Shelburne Road: Mr. Dunn showed the existing plan. He said they are trying to take a long-term view of the property. They would eliminate the building north of Radio Shack and replace it with a 65,000 sq. ft. building. 12 I DEVELOPMENT REVIEW BOARD NOVEMBER 2, 1999 Mr. Dunn noted the project is on a difficult site. Buildings are close to the road, preventing adequate circulation and parking. Parking is split between front and rear. There is a lack of pedestrian circulation and also a lack of green space. The building itself is very dated. This problem would be addressed by placing the new building further back with parking in front. There would be 11,000 less square footage on the site. Circulation would flow better. The developer would also contribute to the upgrade of O'Dell Parkway. They would also provide a better T intersection access to Shelburne Rd. They will pull the parking back 9 feet to allow additional green space up front. There will be a sidewalk along the side of the new building for better pedestrian access. The number of parking spaces has been reduced. The project would be called The Gateway instead of Mall 189. A land swap is planned with the owners of O'Dell Parkway land to help circulation and to square off the building. This will also allow tractor -trailers to move in and out. There will be a landscaped berm or a fence behind the property as a buffer to future development. Mr. Dunn showed a suggested prototype for the building with awnings over a walkway. He also showed the side of the building with landscaping to soften the mass. The roof peak would be 45 ft. The limit is 40 ft. but there is a provision to allow 45 ft. if certain criteria are met. Mr. Dinklage asked what overall coverage would be. Mr. Dunn said 90.2%. It is now 92.8%. Mr. Dinklage asked if this can be reduced even more. Mr. Dunn said the owners feel this is as far as they can go. Mr. Belair noted that staff recommends eliminating one row of parking north of the main access. Mr. Belair noted that the development would be considered a shopping center. A4r. Braun uuid They �,vuld r %,mu v i, a ji vM par king spaces and add mior, a gr een space. They could also work with rear parking, if that would be of value. Mr. Schmidt felt the property needs parking and that this plan was an improvement. Mr. Dinklage said there is always the option of reducing the size of the building. Mr. Belair noted the applicant is asking for a setback waiver. Staff is OK with this but wants to be sure that the end of the building has a human, "inviting" scale. 13 DEVELOPMENT REVIEW BOARD NOVEMBER 2, 1999 Mr. Farrell said they are working with Dan Morrissey on the projects on the adjacent land. They are trying to dovetail these plans with that project and have an agreement in principle. When the boundary is adjusted, there can be a park in the rear in conjunction with other development. This would provide a buffer from the residential area. They are working to have the western section of the road open when Grand Union is built and open. Mr. Dinklage suggested using the services of the Design Review Board to see how to make the north end of the building more attractive. Mr. O'Rourke said he had no problem with the extra height as long as there is more green space near Shelburne Rd. He also felt the traffic impact will be very important. Members were firm on wanting more green space near Shelburne Rd. north of the entrance. 9. Site plan application of the Alpine Shop to amend a previously approved plan to: 1) construct a 5410 sq. ft. addition to the Alpine Shop, and 2) allow off -site parking for the Alpine Shot on the Cheesetrader property. The amendment consists of 1) removing the condition requiring the building to be sprinklered, 2) removing the requirement that two street trees be planted in the front yard, and 3) revising the estimated trip generation for the addition, 1184 and 1186 Williston Road: Mr. Dickinson said the developer met with the Fire Chief and came up with a plan that will allow elimination of the sprinklering requirement. With regard to the trees, the applicant is concerned they will obstruct vision of the sign and the building. They are adding landscaping in the front yard and would provide trees on the westerly property line further back from Williston Rd. They also feel the trip generation number staff used are excessing. They are agreeable to 18 trip ends during the p.m. peak hour. Mr. Belair said they came up with 29 trip ends using a combination of the specialty retail a a s tore n a�_ t _: r a: t 1: .. a F A� agreed a store and the expanded Store. toter a yr rer dirt ussion, the applicant and stair agreed on 23 trip ends. Ms. Quimby felt that at least one tree should be up front. Mr. Belair suggested a way to put one tree behind the sign and the other where it won't block the sign or building. Members agreed they wanted the trees up front. Mr. O'Rourke moved the Development Review Board approve the site plan application of the Alpine Shop to amend a previously approved plan to: 1) construct 14 CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Heathcote Associates, L.P. - 20 Soundview Marketplace Port Washington, NY 11050 212-421- 30 (212-421-2290 FAX) 2) APPLICANT (Name, mailing address, phone and fax #) Same 3) CONTACT PERSON (Name, mailing address, phone and fax #) Joe 1 Braun Acadia Realty Trust / 805 Third Avenue, 9th Floor, New York, NY TEL: 212-421-8830 / FAX: 212-421-2290 4) PROJECT STREET ADDRESS: Mail 18 9 / The Gateway 516 Shelburne Road, South Burlington, VT 5) TAX MAP NUMBER (can be obtained at Assessor's Office) 3 5 - 01-10 6) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) SEE ATTACHED b) Proposed Uses (include description and size of each new use and existing uses to remain) SEE ATTACHED c) Total building square footage (proposed buildings and existing buildings to remain) SEE ATTACHED d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) SEE ATTACHED e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees (existing and proposed): SEE ATTACHED g) Other (list any other information pertinent to this application not specifically requested ahnvPl- SEE ATTACHED - LOT COVERAGE ANALYSIS 7) LOT COVERAGE a) Building: Existing 31 % Proposed 28 % b) Overall (building, parking, outside storage, etc) Existing 93 % Proposed 8 8 % c) Front yard (along each street) Existing 7 5 % Proposed 63 8) COST ESTIMATES a) Building: $ 7,000,000 (includes renovations) b) Landscaping: $ $ 7 0 , 0 0 0 +/ - c) Other site improvements (please list with cost): 9) ESTIMATED TRAFFIC a) Average daily traffic (in and out): 7,649 (existing) / 9,586 (proposed) b) A.M. Peak hour (in and out): ill (existing) / 267 (proposed) c) P.M. Peak hour (in and out): 720 (existing) / 952 (proposed) 10) PEAK HOURS OF OPERATION: 10 : 0 0 AM - 3 : 0 0 PM 11) PEAK DAYS OF OPERATION: Saturday 12) ESTIMATED PROJECT COMPLETION DATE: December 2000 13) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). I CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW #1 OWNER OF RECORD Heathcote Associates, LP 20 Soundview Marketplace Port Washington, NY 11050 (212) 421-8830 #2 APPLICANT Same #3 CONTACT PERSON Joel Braun Acadia Realty Trust 805 Third Avenue, 9th Floor New York, NY 10022 (212) 421-8830 (212) 421.2290 — FAX #4 PROJECT STREET ADDRESS Mall 189 / The Gateway 516 Shelburne Road, South Burlington, Vermont #5 TAX MAP NUMBER Tax Parcel # 35-01-10 #6 PROJECT DESCRIPTION a) EXISTING USES ON PROPERTY The existing uses on the property are entirely retail with 130,285 s.f. of total area. Of this total, approximately 30,000 s.f. is used for an existing grocery store, with the remaining 100,000 s.t divided into separate retail uses. Presently the center is occupied by eight retail establishments b) PROPOSED USES All existing uses on the site will be retained with the exception of the indoor mall. A new 65,000 s.f. grocery store will occupy most of the space used for the indoor mall. c) TOTAL BUILDING SQUARE FOOTAGE The project anticipates construction of a new 65,000 s.L grocery store and renovation of approximately 54,452 s.f. of existing retail space. d) HEIGHT OF BUILDING AND NUMBER OF FLOORS All existing and proposed buildings are or will be one-story. Final architectural design is not complete as of this submittal of this sketch plan. It is anticipated that all final designs will comply with height restrictions for the Cl district. e) NUMBER OF RESIDENTIAL UNITS No residential units currently exist or are planned for this project. f) NUMBER OF EMPLOYEES Presently, the eight (8) retail establishments have 52 full time and 71 part time employees. Final employment figures with new uses has not yet been determined and will be submitted before site plan approval. g) OTHER The applicant has attached a lot coverage analysis showing present and anticipated values. #7 LOT COVERAGE a) Buildings: Existing = 31%, Proposed = 28% b) Overall: Existing = 93%, Proposed = 88% c) Front Yard: Existing = 75% , Proposed = 63% #4: NAMES OF OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES New Enterprises, Inc., Vol. 264, Page 267. The State of Vermont, Vol. 218, Page 329. Farrell Corporation, Vol. 61, Page 92. Thomas Farrell #5 TYPE OF EXISTING OR PROPOSED ENCUMBERANCES ON PROPERTY SUCH AS EASEMENTS, COVENANTS, LEASES, RIGHTS OF WAY, ETC. The attached site plan identifies several easements on the property. These include easements for utilities (Green Mountain Power, City of South Burlington) and easements associated with retaining walls on I189 and for road maintenance on US Route 7 (Shelburne Road). #6 PROPOSED EXTENTION, RELOCATION OR MODIFICATION OF MUNICIPAL FACILITIES SUCH AS SANITARY SEWERS, WATER SUPPLY, STREETS, STORM DRAINAGE, ETC. Presently, the site is connected to municipal sanitary sewer and water supplies and it is anticipated that all proposed uses will tie into the same systems. The applicant does not anticipate that extension of any of these services will be necessary for this project. #7 DESCRIBE ANY PREVIOUS ACTIONS TAKEN BY THE ZONING BOARD OF ADJUSTMENT OR BY THE SOUTH BURLINGTON PLANNING COMMISSION WHICH AFFECTS THE PROPOSED SUBDIVISION, AND INCLUDE THE DATES OF SUCH ACTIONS. The applicant is not aware of any actions taken by the Zoning Board of Adjustment or other commissions that may affect this project. #8 SUBMISSION OF SITE SKETCH PLAN A sketch plan is attached to this application. #8 COST ESTIMATES a) Building Costs: 7 Million +/- Includes renovations (approximate) b) Landscape Costs: $ 70,000 +/- c) Other improvements: #9 ESTIMATED TRAFFIC a) Average Daily Traffic = 7,649 (existing) / 9,586 (proposed) b) A.M. Peak Hour =111 (existing) / 267 (proposed) c) P.M. Peak Hour = 720 (existing) / 952 proposed) #10 PEAK HOURS OF OPERATION It is anticipated that the peak hours of operation will be 10:00 AM to 3:00 PM 411 PEAK DAYS OF OPERATION The anticipated peak day of operation will be Saturday. #12 ESTIMATED PROJECT COMPLETION DATE December 2000 #13 SITE PLAN AND FEE Information on this application is provided along with an application for sketch plan approval. This information was provided at the request of City Planning and Zoning staff and may require amendment or modification as the preliminary design of the project gets refined. Additionally, several responses indicated "To Be Determined" are presently under review or analysis and will be completed before submittal of formal site plan documents and drawings. At this time no fee is required. I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. ��2'/IgR.G, �.C%G�-e- �-z- . Jac.-( �-�,�►� SIGNATURE OF APPLICANT SIGNATURE OF CO -APPLICANT Do not write below this line DATE OF SUBMISSION -- REVIEW AUTHORITY: ® Development Review Board ® Director, Planning & Zoning I have reviewed this site plan application and find it to be: ❑ Complete ® Incomplete Director of Planning & Zoning or Designee Date (Apfrmsp) CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 14, 2000 Mark D. Kane, Planner SE Group 156 College Street Burlington, VT 05401 Rea Acadia Realty Trust Planned Unit Development - 516 Shelburne Road Dear Mr. Kane: This is in response to your letter of November 10, 2000 requesting a one (1) year extension for the submission of the final plat application. A condition of the preliminary plat approval required the submission of the final plat application within one (1) year. The only way you could extend this time period would be to amend this condition. You would have to submit the preliminary plat application before the 12 month period ended. If you have any questions, please feel free to contact me. Sincerely, �.� 4— Raymond J. Belair, Administrative Officer RJB/mcp SE GROUP November 10, 2000 Mr. Ray Belaire Zoning Director Department of Planning and Zoning 575 Dorset Street planning & design South Burlington, Vermont 05403 environmental Re: Acadia Realty Trust Planned Unit Development- 516 Shelburne Road Dear Ray market &economics In January of this past year, the proposed PUD at 516 Shelburne Road (#SD-99-85) was granted preliminary plat approval. As specified by the final February 1, 2000 decision of appraisals the Development Review Board, the applicant was required to submit a final plat application within 12 months. As we approach this deadline, several factors associated with this project have made achieving this requirement unlikely. geographic systems The applicant formally requests an extension of one year for the final plat application to February 1, 2002. This extension will allow for the resolution of these issues and preparation of the final plat application, addressing the required conditions. If you have any questions regarding this request please feel free to contact me. I look forward to your response. Sincerely, Mark D. Kane Planner cc: Joel Braun, Acadia Realty Trust 156 College Street Burlington, VT 05401 802.862.0098 FAX.865.2440 www.segrp.com Littleton, NH • Hanover, NH • Burlington, VT • Greenwich, CT • Frisco, CO • Park City, UT • Bellevue, WA No Text CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 February 9, 2000 Mark Kane Dunn Hamlin Kane 156 College Street Burlington, VT 05401 Re: Acadia Realty Trust planned unit development, 516 Shelburne Road Dear Mark: Enclosed is a copy of the January 18, 2000 Development Review Board Minutes on the above referenced project. Please note the conditions of approval which include the requirement that the final plat application be submitted within 12 months. If you have any questions, please feel free to give me a call. Sincerely, Sarah MacCallum Planning & Zoning Assistant Encls CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 December 16, 1999 Mark Kane Dunn Hamlin Kane 156 College Street Burlington, VT 05401 Re: Sketch Plan/516 Shelburne Road Dear Mr. Kane: Enclosed is a copy of the November Z, 1999 Development Review Board minutes on the above referenced project. If you have any questions, please give me a call. Sincerely, ' Lisa Mahoney, Planning & Zoning Assistant LM/mcp cc: Joel Braun THE GATEWAY OWNER t AGADIA REALTY TRUST 803 THIRD AVENUE, 9TH FLOOR NEW YOKK, NY 10022-7513 CIVIL r=NCvlN5lFft i PLANNER + LAN05CAF'E ARCH ITECT - O'LEARY—f5URKE CIVIL A550C,., PLC, DUNN HAMELIN KANE: 5 ANDREW AVENUE, SUITE 5 156 r—OLLE:C7E: STREET E55EX JGT. VT 05452 DUKLIN&TON, VT 05401 (802) 578 — 9990 (802) 862-0098 -XI'Mferry tr-N, r4p- Am ROUYT 7 SHELBURNE ROAD ARC, HITE CT : 5CIOTT + PARTNERS 20 MAIN STREET E55EX JCT., VT 05452 (602) 679 —5153 LOCATION PLAN MS ,qml , A taNOlm 5HT. # PLAN DE5CKIPTION I LANC)5CAPE PLAN 2 SITE PLAN 3 LIGHTING PLAN 4 EX15TIN& GONDITION5 PLAN 5 ROADS + PARKING TYNGALS AND DETAILS 6 WATER DETAIL5 + 5MC—IFICATIONS 7 STORM + SANITARY SEWER DETAILS 4 spEr-IFICATIONS / I I I I I I I I i I i I i I I I � � I I I I I (/1 P.RIM' MAPLE IRB f/ F"ORENMI _--- -------- — — �Ry.T,c FMKOREEN6 ENWO TRF.9S U.S. ROUTE 7 SHELBURNE ROAD \) P R E L/ M/ N A R Y I, _40' I 1 LEGEND DOIINDARY LINE EA5EMENT GUARDRAIL CHAIN LINKED FENGE IRON PIPE FOUND REDAR FOUND CONCRETE MONUMENT FOOD UTILITY POLE WITH GUY WIRE LIGHT HANOIGAP PARKING SPACE EXISTING PARCEL INFORMATION TOTAL PARKING 5FACE5 516 HAN7IGAP SPACES 13 GREEN AREA GOVERAGE 30.100 SF 7.1 Z WILDING AREA COVERAGE L30.160 5F 30.7 Z FAVED OR CONCRETE COVERAGE. 264.274 SF 62,? Z FAKG AREA 424,554 5f 100.0 Z PKOP05ED PARCEL INFORMATION TOTAL PARKING 5PAGE5 -1 HANDIGAP 51 AGE5 12 GREEN AREA COVERAGE 43,665 5F 10.2 Z DUILDING AREA COVERAGE In774 5F 27.9 Z PAVED OR GONGRETE COVERAGE 265.414 SF 61.9 Z PARCEL AREA 426,673 5F 100.0 Z GRAPHIC SCALE ( IN PEET 1 Inch - 40 fl NOTES ELEV=213.73' L EXISTING SITE INFORMATION WA5 ODTAINED FROM A GROUND SURVEY COMPLETED DY O'LEARY-DUKKE GIVIL A55000IATE5 DETWEEN 8/17/19 AND 9/15/99. 2 EX15TING UYJERGROLINO UTILITY LOCATIONS WERE DERIVED FROM THE DEST AVAILADLE INFORMATION INCLLDING PHY5ICAL PULLING OF COVER5, SURVEY L.OGATED VALVE5. HYDRANTS AND OTHER PERTINENT ADOVE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER 511E ♦ UTILITIE5 PLAN REVI590� "ALTERNATE' 13 DY FITZPATRIGK LL.EWELYN DATED MARCH 1969. 3. THE VERTICAL UM DATON THIS PLAN WAS E5TA15LI5HED ON VERMONT NAVO 88 USING MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FKANKLIN [7UNN HAMLI,I\ KA4F LANDSCAPE ARCHn6CTURE AND PLANNING 156 CAle9e Street B oinggm v__t 05401 802-862-0098 o AEG�9�RAWR� . P4aA�,W. OTLEARY-BURKE CIVIL ASSOCIATES, PLC 5 ANDREW AWWO& SUITE 5 ESSEX JCT, VT PHONE. 878-99W FAX 878-9989 THE CONTRACTOR SHALL NOTIFY "OIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION, THE GATEWAY 9904A ROUTE 7 50LITH DURLINGTON, VT LANDSCAPE PLAN j EE TOTAL PARCEL 424,55A sg.R 9.74 acres T, �­P AP A 6" WATER LINE / TO DE REMOVED I ODELL PARKWAY 111 CONVEYED FROM I CONVEYED AARARARREEEEAAAA PAPAAALCRRAARRDDEEIILLLAA RREEAOTY APPALAACRRAARRDDCEIILLLAAI 0SF RREEAALLTTYY F 555 DADC L A S. ROUTE 7 SHELBURNE ROAD LEGEND BOUNDARY LICE EXISTING SEWER PIPE EXISTING STORM PIPE EX. GAS LINE, VALVE. METER G - — — — - EXI5TING WATER LINE OVERHEAD WIRE -- — --OIi--'- -- ---" EASEMENT GVAKOKAIL .��...._.��.�.�.�..�.�.�..._... o....._a_a._ CHAIN LACED FENCE IRON PIPE FOUND UPFI G REDAK FOUND IROFI CONCRETE MONUMENT FOUND ICMF) • UTILITY POLE WITH GUY WIRE ., LIGHT } HANDICAP PARKING SPACE ELECTRIC TRANSFORMEK If2 MONITOR WELL ° SPOT GRADE 06,30x EXISTING GRADE CONTOUR FINISH GRADE CONTOUR THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM VERMONT NAVD 88 GMI-31 ON SHOT #5460 SHOWN AT LEFT ELEV-213.73' STORM DRAINAGE STRICTURES DI CD6 R IM•211.4' IS PE OUT•207.-15 KIM•201I' b" PE IN•203,36' 16" PE OUT•203.28' RIM211t4' D" FE IN•207.35' CD7 RIMY2082' . D" PE OUT•2072D e" PVL IN205.6D IB" PE IN (CD61.202.92 CD3 RIM•2U.8' D' PE IN ILD61.202.92' D• c' O/T•202.62' D" PE IN•206.60' 15" PE OUT•205.50' CAB RI,M•21I.S' C64 KIW2W.8' 15 PE IN•203,70' 15" FE OUT•203.60' IS, PE IN•205.29' D' PE GUT•205.PY GB9 CDS RIf.H2(M.0' D PE OUT•204.6f KIM•2D.Y D" FE I1+20401' W PE OUT•20391' GRAPHIC SCALE { IN Fnr ) 1 teen - 4e it NO t EXISTING 51TE INFORMATION WAS ODTAINEO FROM A GROUND SURVEY COMPLETED DY OLEAKY-DUKKE CIVIL A5501-IATE5 BETWEEN 8/17/" AND VMM. 2. EXISTING UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE DEST AVAILABLE INFORMATION INCLIUDING PHYSICAL PULLNG OF COVERS, SURVEY LOCATED VALVES, HYDRANTS AND OTHER PERTINENT ADOVE GROUND UTIL TIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE ♦ UTILITIES PLAN REVISED ALTERNATE" /3 BY FITZPATRICK LLEWELYN DATED MARCH 1969. 3. THE VERTICAL DATUM ON THIS PLAN WAS ESTADLISHED ON VERMONT NAVO 66 U51NG MONUMENT GMI-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF DEN FRANKLIN DUNN HAMC Ih KAM1E �`� y6 L��i ' -A 3 No. tr� �'. 61]] f w` THE CONTRACTOR SHALL NOTIFY 1_686DIO-SAFE PRIOR TO ANY "DIGSAFE' AT EXCAVATION. I �Nl�scnaF. APCHIIFI'N12! nno R��wrviNc 156 College 6tr°°l ♦� J B.HhgM 05401 602-862-0 OCA �G" O rsrnro aaaNc PPnwmrA O rN.0 O srcmVcwmr ROUTE 7 THE GATEWAYKr21 5OUTH URLINGTON VT 1 99 9t , 89064 MJO L ""M CH OILEARY-BLIRKE CIVIL ASSOCIATES, PLC 99064_U 0 SrrJ: PLAN 5 ANOAENUE, SUIE 5 ESSX JCT, VT PHOr•.v9890 2 N f . TOFU`rUREROAD 1 1 1 LANDSCAPE. BCRIIAIMO I ? I / I / I / I I I / I I / I I I I I ' I I I / I I I 4 0 EXISTING MAPLE THE N TO REMAIN - 4--------.-------------- " \r-rL.�-CT C7-= R i TO RP.MAI! � �' �, .. New sheer �US. ROUTE 7 SHELBURNE ROAD ° LEGEND BOUNDARY LINE EA5E ENT WAKDRAIL CHAIN LINKED FENCE IRON PIPE FOUND O KEDAR FOUND CONCRETE MONUMENT FOND • UTILITY POLE WITH WY WIRE LIGHT HANDICAP PARKING SPACE EXISTING PARCEL INFORMATION TOTAL PARKING 5PAGE5 5' HANDICAP SPACES U GREEN AREA COVERAGE 30,100 Sf 7.1 X WILDING AREA COVERAGE 1301160 5F 30.7 E PAVED OR CONCRETE COVERAGE 264,274 5F 619 % PARCEL AREA 424.554 SF *0.0 Z PROP05E0 PARCEL INFORMATION TOTAL PARKING SPACE5 565 HANDICAP $FACES 17 GREEN AREA COVERAGE 43,685 5F 10.2 2 WILDING AREA COVERAGE IFL774 5F 27.9 R PAVED OR CONCRETE COVERAGE 205,414 5F 61-1 % PARCEL AREA 426,673 5F 100.0 k 7V7AL PARCEL 424,664 Np.fl. 9.74 Nln•R .. ,� � . .....,E 4,. .. ....._„t GRAPHIC SCALE ( IN FEET ) 1 Wn b - 40 IL THE VERTICAL DATUM ON THIS PLAN WAS ESTABLISHED FROM VERMONT NAVD 88 GMI-31 ON SHOT #546C SHOWN AT LEFT NOTES ELEV-213.73' L EXISTING SITE INFORMATION WA5 OBTAINED FROM A GROUND SURVEY COMrLETW DY alEARY-DURKE CIVIL A550CIATE5 DETWEEN 6/17/99 AND 2. EX15TIN6 UNDERGROUND UTILITY LOCATION5 WERE DERIVED FROM THE DEST AVAILABLE INFORMATION INCLUDING PHT5ICAL PULLING OF COVERS, SURVEY LOCATED VALVES. HYDRANTS AND OTHER PERTINENT ADO VE GROUND UTILITIES AND A PLAN ENTITLED FACTORY OUTLET CENTER SITE M UTIL I TIE5 PLAN REVI5ED1 'ALTERNATE" 43 DY FITZPATRICK LLEWELYN DATED MARCH 1969. 3. THE VERTICAL DATUTA ON THIS PLAN WAS E5TABL15HED ON VERMONT NAVD 66 U51NG MONUMENT G4I-31 LOCATED ON THE SOUTH ISLAND IN FRONT OF BEN FRANKLIN. nUTr NA.1 i 7AN¢ I.--Al'i ,QRCri111.l.lURE hND I h ANNIN[ 156 Cdlege Street Bu'ingl— v--t 05401 802-882-0098 llgw! PRELIMINARY 0 — qT — m P R�XN AT 0 — o •� �re aPT OTEARY-BURKE CIVIL ASSOCIATES, PLC RFW AVENUE, SUITE 5 E55EX JCT., VT Pi,-18-9990 THE CONTRACTOR SHALL NOTIFY-OIGSAFE' AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. By THE GA7EWAY22 99064 ROUTE 7 50UTH L5VRLINGTON, VT 99684 LIGHTING PLAN �W 3 1 / � I 3 I Q�u V 3 I I N/F CHEERS / RE5TAURANT PAVED AREA i L_____________I I PAVEDPAVE:G6 / N�N�iG F\\ r M, I I / I I / 7 Afr 5 "II�jII _ IIj fI� / 9' PVLL IIryM�l���1yr��.�g; % j 4 CI IN •209.53' 1 e" CI our •20e.e7' V� OD1sLL PARRWAY m anvlaMz -awM N.oR — T.J. �. ... TYPICAL TRANSFORMER AND PAD .. EX. 5dtli RIM •21IN i OUT 202.62 / C ST L=.0TALPAR'CE' &KA55 AREA � W OVEIR AH , ROOF ^ I 1741 5 EXISTING SHOPPING AREA &ATE VALVES NOT ACCOUNTED — FOR ON FITZPATRICK LLEWELLYN PLAN JJJJ/li/JJ77�77%7711//r � "� EX. \\ EX SMH I'3T 4" PVG �N •2p.06' {' 'I RIM 21IN B° PVG OUT .209.90' 4" CI IN °207.62` CI IN GATE VALVES Ll S q" '0 T -204 CI OUT •200.74' NOT ACCOUNTED FOR ON YN rL.ATRICK LLEWLLYN PLAN E w EX. S' �( RIM 2I2.57 4" CI IN-209.32' J a` PVC IN •209.p' O •�1 � / GRAND IV BAP W - S 5 _ .. °, .�i7Yliii�j5i�a.r """. ' `z#:�v�, '.:II ��;'r''I: _. _.. a2.v",.ee,,.g._�. � ��A• u000�o�����•.������=r�ii������a�i����P � � 1 �r�i1.��1��� ..�.r���.�T.�.i a�il����w,.��.������R��.��i��rl f ,.ass~ ��iv.�•� I!ll�i �.r-- I / SULtUNGTON PRaCTpR A�MOE HAD4EY ROAD HOME AtENHF I PROJECT +6s Sa/TN T� SITE sa/TH RED HCXXS PARk pO 6URUNGT MAPLE At . taR` SVAFT �J STREET All eN UNDENWOOO OwyE p LAKE a1AMPux+ LOCATION PLAN N TS PARCEL INFORMATION TOTAL PARKING SPACES 566 HANDICAP 5PACE5 12 6REEN AREA COVERAGE 30,100 5F 7.1 X DUILDIN& AREA COVERAGE L90A41 5F 30.7 X PAVED OR CONCRETE COVERAGE 264.013 5F 02.2 X PARCEL AREA — -- _ 424,554 5F - 1000 X LEGEND DOUNDAKY LIRE 5EWER PIPE S 5TORM PIPE _ ST GA5 LINE, VALVE, METER ^�G WATER LINE, VALVE, HYDRANT W OVERHEAD WIRE EAR NT _._.__. __..... _.__ __. — GUARDRAIL CHAIN LINKED FENCE X—X—X—X--X—X IRON PIPE FOUND 0 REDAR FOUND CONCRETE MONUMENT FOUND ■ UTILITY POLE WITH GUY WIRE •Q. L1&HT { HANDICAP PARKIN& 5PACE ELECTRIC TRANSFORMER 13 MONITOR WELL law NO L EXI5TIN& 51TE INFORMATION WAS ODTAIWD FROM A GROUND 5URVEY COMPLETED DY O'LEAKY-DUKKE CIVIL A550CIATE5 DETWEEN 6/17/99 AND P/15/9 2. EXISTtN& UNDERGROUND UTILITY LOCATIONS WERE DERIVED FROM THE DE5T AVAILADLE INFORMATION INCLUDING PHY5ICAL PULLING OF COVERS. SURVEY LOCATED VALVES, HYDRANTS AID OTHER PERTINENT ABOVE GROUND UTILITIE5 AND A PLAN ENTITLED FACTORY OUTLET CENTER 51TE t UTILITIE5 PLAN KEVI5ED ALTERNATE" 43 DY FITZPATRICK LLEWELYN DATED MARCH 19e9. 3. THE VERTICAL DATUM ON THI5 PLAN WA5 ESTADLI5HIE0 ON VERMONT HAVD 66 U51N& MONUMENT GMI-31 LOCATED ON THE 5OUTH 15LAND IN FRONT OF DEN FRANKLIN. GRAPHIC SCALE IN FEET ) I i-h - 40 It. oATE E CAA ❑ wxp mAwuc L• PntllMwu+r 10 21 99 0 0 9kdpW PT THE GATEWAY MCA 999064 OTLEARY-BURKE ROUTE 7 5OUTH DURLIN6TON VT 99064-S4 L G CH CIVIL ASSOCIATES, PLC PLAN,rFET, 5 ANOREW AVENUE, SUITE 5 EXISTING CONDITIONS PLAN 4 ESSIX JCT., VT 1'e40' W10it-9990 ALL JOINTS SHALL BE THOROUGHLY CLEANED AND EXISONG COATED ON SMOOTH BIT. PAVING EMULSIFIED OTH CUT EXISTING BIT. ON ONE OR ASPHALT PRIOR PAVEMENT Pfl1OR TO PAVING BOTH SIDES O PAVING 1•-0' J, THICKNESS OF EXISTING PAVEMENT OR \ MIN. I "- A MINIMUM OF 1 1/2" OF TYPE III / OVER 2" OF TYPE 11 BASE COURSE THICKNESS OF EXISTING GRAVEL EXISTING OR 7B' MINIMUM DENSE GRADED _ GRAVE. BASE 1 CRUSHED STOIJE PER W. STATE - 1 1 SPEC. 1 TRENCH EXCAVATION REPLACEMENT OF NTS 5' THICK 3500 P.S.I. CONCRETE WALK 12' .-TOPSOIL 'Ej 12' SAND BASE (VT. 77 I _ SPEC. y' 103.03) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPALLING COMPOUND. TYPICAL 51DEWALK 5ECTION NTS _o. 1/2" R,ON9 TAPER ]- 10'-T— _ 0 ta•J INSTALL TAPERED CURB AT ALL LOCATIONS WHERE CURBING TERMINATES TYPICAL TAPERED CURD NTS 1. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. CU7 SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AN TO D AROUND HOLE SOLID PAVEMENT. 3. SACKFILL TRENCH M 6" LIFTS AND COMPACT EACH LIFT TO 95%OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR. 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. S. APPLY LIQUID EMULSION (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON BOTTOM OF THE HOE. 6. PLACE TYPE II BASE COURSE PAVEMENT A MINIMUM OF 2" THICK. 7. FILL TOP OF HOLE WITH TYPE RI BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN Z'. FINAL UFT SHOULD BE 1/2• TO 1" ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION THE PATCH IS LEVEL WITH THE EXISTING PAVEMENT. EACH UFT SHOULD BE THOROUGHLY COMPACTED WIN A VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE RUBER. EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSES ARE REGUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS THAN 1 S.F.). B. CLEANUP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNS AND DEVICES. EX15TIN6 61TUMINOU5 PAVEMENT CONCRETE CURB t' NICK TYPE W WABNG GORIEST 4' IOPSOx 1 1/2" TWCK TPE p SEE STE RAN 22BASE COURSE FOR DNA OING ULDE wL. AMS' DENSE OEpbb ACRUSHSO',STONE]0 d OMMACTOR SHALL NOTIFY ENONEEA TO INSPECT SUBRADE SOLS BEFORE PLACING ANY TRAVEL PARK I NC7 AREA DETAIL NTS 1/2- RADIUS EMULSIFIED ASPHALT 1/!' RAD1115 6' 6' 7, 3.500 PST CONCRETE END AREA . 0.94 S.F. 1B' L_9•-I NOTES 1) WINWIRDI1/8- —JOIMTCONSTRUCTED BEIWEE ESN DI lo' SECTORS S. 2) CURBING EXPANSION JOINTS SHAM BE CONSTRUCTED EVERY 20AND SMALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASMO DESIGNATION M-153 ( 1/2• SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPALUNG COMPOUND. GONGRETE CURE NTS 5' NICK 3500 P.S.I. CONCRETE OR OTHER APPROVED TREATMENT I t2 . VARIES 4'TOPSOL I I SEE PLAN 24" SAND �G(VT. 2' THICK DOW STYROFOAM SM OR EQUAL INSULATION BOARD �( ;/ / ALL EXPOSED SURFACES TO RECEIVE 2 COLTS OF AM ANTI -SPRUNG COMPOUND. TYPICAL SIDEWALK 5ECTION ADJACENT TO DUILDIN6 NTS CONCRETE FIRE LANE "—LETTERS SHALL DE 2 FEET HIGH WITH A WIDTH OF 4" NOTE, PAINT 5HALA. DE DURABLE PAINT PAVEMENT MARKINGS NTS CONCRETE VERB 1 1/4" TI9d( TYPE III WEARING COURSE 4' 1CTSOIt 2 1/4' THICK TPE I SEE .PLAN BASE COURSE FOR DR. ULD A95' DENSE ORAD�rOflU511�D:SIOC STA7O .� d CONTRACTOR SHALL NOTIFY ENONEER TO ASPECT SUBGRADE SOILS BEFORE PLACING ANY GRAWL ROADWAY AREA DETAIL NTS III'�III1B TYPICAL 8' WIDE DURABLE CROSSWALK CAR055 - WALK NTS DURABLE ARROW NOTE, ARROW SHALL DE SIZED TO MEET STATE SPEGIFIr ATION5 PAINTED ARROW NTS 'SEE MANUFACTURERS DETAIL SHEETS FOR ftOCI DOLT rATT PATTERNS FINISH fiRADE 44 REDAR 4 HDRIZ. DAIS, W 3 VERY. STIRRUPS 40' 2" SCH 40 PVC CONDUIT 6' l.O1K COPPER GROLBO ROD WITH PO COPPER WIRE FOR CONNECTION TO POLE TYPICAL L16HT POLE FOUNDATION NTS SIDEWALX RAMP $ TEXTURED SY 1/8' REVEAL "ta /ROADWAY SURFACE 8.3 % MAXIMUM Section A -A \CURB 2 URB ANSIDON SIDEWALK _ RAMP (TIE%NRED) Section B-S SOEWAII( SIDEWALK RAMP WIM TE%TUREO FINISH • SMWAUc RAMPS SNALL BE INSTALLED AT ALL STREET INTENSE TONS WHERE NEW SIDEWALKS AND CURBS MTERSECi. • MAXIMUM DEWABLE RAMP SLOPE - 1"/FT. B r SINGLE RAMP ON TANGENT. NARROW OR NO GRASS STPIP SIDEWALK RAMP NTS _ GAR - A( CE5516LE --.._PARK---I N6 ---_...-.-- NTS I?� 1 RESERVED PARKING W e' TO--iIANGED CHANN0. GROUND STEEL POST VT. SHT. E-121 HAND I GAP 516N NTS 18" RESER PARKING VAN ACCESSIBLE VAN ACGE550LE 516N NTS WIN VAN-ACCE551f5LE PARKIN& NTS D.. - M STOP 6, FLANGED CHANNEL STEEL POST TO GROUND VT. SHY. E-121 STOP SIGN N.T,S. VT. SHT'. E-143 DURABLE STOP LETTERS—\ AND STOP BAR NOTE• 5TOP LETTER5 SHALL v MEET STATE SPEGIFIGATI01,15 , 12" WHITE STOP BAR --/ MINIMUM C BACK FROM CROSSWALK STOP 516N, 6AR, + LETTERINC7 NTS 6ENEKAL G0N5TKUC.TI0N WEGIFICATION5 1) UTILITY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE EITHER ACWRATE OR COMPLETE OM]RACTOR SHALL WiRfY —CT LOCATION OF ..TING UTUlIS AND SHALL BE NESPONSBE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE. SHOWN OR NOT SHOWN HEREON "N "Y" SHALL VERIFY NEW — LOCATIONS AND SHALL COKIECT ALL UTIUB S i0 NERVIEST SOURCE THROUGH COOUONADON WIN UTILITY 01N1EIR 2) ME—MACIOR STALL BE RESPONSIBLE FOR DEMWMIN AND REMOVAL O ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES E—Y TO COMPLETE THE WORK UNLESS NOTED ON MESS PLANS. OONOtALTDR SHALL REMOVE ALL TRASH FORAM STE UPON COMPFTON OF CONSTRUCTION. ANY SURFACES UNES OR STRUCTURES NINON HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHIOH THEY WERE FOUND IMMEXATE.Y PRIOR TO BEGINNING OF CONSTRUCTION. ON R DETN SHEETS OF THESE PLANS FOR ADMTONA }) SEE TE AILS,REQUIREMENTS AND SPECFCATIONS. 4) ALL WORK SHALL BE IN ACCORDANCE ON THE 1990 VERMONT AGENCY OF TRANSPORTATION STANDARD SPEGFlCATIONS FOR WNSTRUCDON, ME TONAL PUBIC WORKS SPECIFICATIONS AND ESE BANS. 5) NEW PAVEMENT MARK IDS SLML BE IN ACCORDANCE WIN NOTE //{{ ABOVE ALL EXISTING PAVEMENT MARKINGS CONLIC FTION BINfHE NEW IMPROVEMENTS STALL DE REMOVED BY GRINDING OR BURNING. 6) A MINIM M OF ONE-WAY MA71C SHALL BE MMNTAMED AT ALL DYES CONONUOUS TNO-WAY TRAFTIC WILL BE REWIRED AT NIGH. PEN( -HOURS. AND WHENEVER DOUBLE DURING ACTUAL CONSTRUCTION ACTIVITIES IF DEEMED NECESSARY BY THE OWNER. MUNICIPALITY OR TNONEER. A UNIFORMED TRAFFIC CONTROL OFFICER L DIRECT TRAFFIC WRING— HOURS, TEMPORARY LDNSDAUCTION SIGNS ANO N—O CONTROL SONS STALL BE ENECRD BY THE CONTRACTOR IN ACCORDANCE WN STATE AND TOW STANDARDS. 7) ME CONTRACTOR STALL BE RESPONSIBLE AT HIS 00 EXPENSE FOR ENSURING THAT ME DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND MEN DEEMED NECESSARY, ME CONTRACTOR WILL RE REQUIRED TO WET SECTIONS OF ME CONSTRUCTION AREA WITH WATER. APPLY CALCIUM CHLORIDE, OIL SWEEP ME ROADWAY WITH A POWER BROOM FOR DUST CONTROL. B) ME CONTRACTOR SHALL NOTIFY ME ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WqB, WTONC PAVEMENT. BEGINNING ME INS MANOR OF ANY DRUMS, BRINING IN ANY NEW GRAVEL OR STONE FOt ME NEW BAST, PAVING, ALL M.D. AND FlNAL SPECTION, IN ORDER 10 ASSUPE COMPLIANCE WM ME PLANS. 9) PRIOR TO BEONNING CONSTRUCRON, ALL MAI A!.S SHALL BE IPPROWD BY THE ENONEER. 10) ALL FILL SHALL B PLACED IN 6 INCH DENSITY AND MORW ST COI" A TO TER K MAXIMUM DENSITY TA DARD " MOISTURE SHAM B AS DETERMINED BY ASm D69B STANDARD PXOCIOR. AND SHALL BE lESNO AT SW' INTERVALS, LINIE55 OTHERWISE SPECIFIED. 11) BAOKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 95x O MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. A MINIMUM OF TWO (2) COAPACROM TESTS STALL BE TAKEN AT THE CONTRACTOR'S EXPENSE, UNDER EAON RUN OF PIPE PRIOR TO INSTALLING THE PWES. ME PIPES SHALL ONLY BE INSTALLED OVER ADEOUATELY COMPACTED SOLS. 12) ME HAYNALE DAMS, SILT FENCES, AND ITCHES SIAL. BE MAINTAINED ANO REPAIRED BY THE CONTRACTOR AFTER EWRY RAINFALL OR AS ORDERED BY ME ENGINEFR UNTIL ALL DISTURBEDW AREAS HABEEN PAW➢ OR DRASSED AND APPROVED BY ME ENDJNEEN. ME MANTENANOE OF ME EROSION CONTROL DEVIES C WLL INCLUDE ME REMOVAL OF ANY ACCUMULATED SEDIMENTATION. 13) THIS DESIGN MUST BE NSRCIED BY O'ILARY-BIXME LIVL ASSOCIATES, RC, ESSEX —c'., vE m' To EN — COMPLIANCE WITH THESE PLANS OLEARY-BURKE WAVES ANY AND ALL RES—BALTY AND UABDITY FOR PROBLEMS THAT ANSE FROM FAEURE 10 FQLOW MESE PLOPS. SPEOFTCATIONS AND ME DESON INTENT THAT ME PLANS C011—. AND FROM fALURE TO NAME BEEN NOTIFIED BY THE DONTRACTOR M ASPECT ME WRNS AND TESTS IN PROGRESS. 14) ALL SLOPES, DITCHES AND DISTURBED AREAS STALL BE GRADED SMOON, CLEAN AND FREE O POCKETS WITH SDFFIOENT SLOPE TO ENSURE DRAINAGE. 15) BE ARCHITECTURAL PLANS FOR BUILDING. GRADATION REQUIREMENTS MRE °Epa"yLxi SAID CUSNON - N mFc ros.m r 1 tpr tm x 9o-1m x I/Y ]o-tm x too x N M1m o-m x Rm o-ax DRAVL FIR 9JWAff - N SPEC 7o4N N Pm 29a0 i o-12 x Rm D-ex N mE< A W'BAff r t t/r Im x 9o-lm x Do-eO x N nm o-1: x Rm : TIED CRUSHED —Y Vf 9POI�> 3 1/r T i' x 1mD4.m Wo-tmx ]YtOLLS r 1/I' sa-rox Do-BOx 04 b Ox Rao o-a x •�, ,EIIn11", SW WY �®{ It 1, MCA LJ =.NMWNG . RMLAHMlwr C nNN, o /CMDEIT � PJ O'LEARY-BURKE 54 %. CIVIL ASSOCIATES, PLC ,� i- 5 ANDREW AVENUE.. SUITE 5 xxxESSEX JOT.. VF NTS PHONE: 878-9990 FAX: 876-9969 THE GATEWAY ROADS & PARKING TYPICALS & DETAIiS WATER D15TKIDUTION 5PEGIFICATION5 H THIS ITEM KNEE CONSIST OF THE LABOR. EWIPAYNT. AND AUT RIAL REQUIRED FOR THE ALL MAlER1AL fqt DALKFILLIN6 SHALL DE FREE OF ROOTS. SHERDS. AND Flf IMTRIPlS USED ST.NO GOMPIFTE LO9TRUC.TION M tYY WA-1. AND SERVICES WHICH SHALL INCLUDE EXCAVATION, FOR DALI:iILLING tRENCFES SHALL DE FREE OF STOES WEIGHINS OVER 30 PO8D5. STOES DACKFILLING. PINE VALVES. TEES HYCR 1 ELBOWS, EEC -MI, AND ALL OTHER MPURTDNNCKS NECESSARY FOR A CQMLETE WATE NI SYSTEM AS INDICATED ON THE ACCEPTED-AWINGS. ALL MEASURMW OVER ONE AND OPE-HIP NKlES it VM IN THE LONGEST DILENSION SHALL BE FLAGED WITHIN ONE FOOT IT OF THE FIPELNE REIN$ OALKFILLED, MATERIALS AND INSTALLATIONS SHALL DC APPROVED BY THE LOCAL NUNI WATER AUTHORITY. -CXIFOR L IIIELINEI SWd.L IN FLACED 11. INCH III LAYERS, EACH LAYER BEING t? WATEE FIFE NATERIAL5� OROUGHL— EE THOROUGHLY GO T. HOT 1 THAN ARGENT OF —I— DRY —111 5 FIRE CONNECTION DUCTILE IRON PIPE DETERMINED DY THE AASHTO-T-M STANDARD PROCTOR. PMTIGULAR PRECAUTIONS SHAL DE TAKEN IN THE n. QUINT AHD C-110N OF THE ­1­MATERIAL IN ORDER NOT TO DAMA6¢ TO SPRINKLER FPE SHALL DE A MINIMAI DIAMETER OF EIGHT INCHES W1 AND COFORM TO CURRENT AWWA THE PIPE OR STRUCTURE. THE DAGKPILL SHALL DE BRW6HT UP EVENLY. ALL WATERMANB SHALL BE SYS.fEL/ Lip OR ANSI SPECIFICATION AZLD. -ON JOINT PIPE SHALL DE MINIMUM THICKAE55 INSTALLED WITH A MINRS.M COVER DEPTH OF SIX 16T. GLA55 5G. FUSH-dJ JOINT ALLESSOKIES !HALL CONFORM TO APFLILADLE R QVI EATS OF AWWA 1111 OR ANSI SPECIFICATION A2111 PIPE SHALL DE GP 1 MORTAR_LINED ON THE AC(ARD - WITH AWWA GKw SURPLUS EXCAVATED MATERIALS NOT USED FOt DACKFILL SHNL BE DISPOSED OF IN A MANNER SATISFACTORY TO THE —HEM. ALL SURPLUS RATER OR SPOIL SHALL BE REMOVED PROMPTLY AND D15FOSEP OF SO AS NOT TO DE ODJECTIOHABI.E TO AAvfT@R4 dl TO THE bP1E1411 DURING. OR ANSI SP¢LIPICATION A11 E%LEPT THAT IANT-SLANG THICANESS SHALL NOT DE tg THANTINKER- SIXTEENTH INCH WE'I. ATFLU! T—ANCE OF CUE-11-1 INCH 1111 WILLSBE VALVE FOXES ARE TO DE INSTALJFD ON ALL ELINED VALVES. THE BOXES SFW.L DE GAIT IRON PERMITTEp. WITH A NINIMUI FIVE AND ONE-POURTD INCH B V41 CIIANISTM AND LONG ENWSH TO E%TEHD PROM TFE VALVE TO FINISHED GRADE. THE BOXES SHALL ENCLOSE THE OPERATING NIT AND STIFFING ISO% OF THE VALVE VALVE DOXE5 SHALL. NOT TRANSFER LOADS INTO THE VALVE. GOVER5 SHALL BE PVG IFE PIL DE A MINIMUA 1­OF EIGHT —1E1 AD LOUDEN T SHALCATION CLOSE F NS AND ­T-TIGHT WITHOF OF THE COVER FLUSH WITH THE 00% RIM SPECIFIPE GS00. CLASS ISO WITH A SOW RATIO OF PIPE JOINTS SHALL DE THE FU -ON TYFE WITH XLEXIE RINGS EXCEPT FOR JOINTS AT FITTING5 AND VALVES WHICH SHALL DE LIECANILAL JOINTS. WATER SY5TEM5 SUEJELT TO ROUTINE FRES6CME5 EXGE IS GOO P51 SNALL USE CLASS 300 PIPE. CO�'�'E,RS SHALL BE MAKKED ^WAtER'WITH AN INDICATING THE DIRECTION OF OFENINGT� VALVE BOXES SHALL DE THREE PIECE SLIP -TYPE ITINGS. DUCTILE IRON fITTItKfS SHALL DE CEAENT-LINED, HAVE 3SO POUDS WORKING MESSUIE. N.R. DUCTILE IRON FITTIN65 LARGER THAN TWELVE INCHES (D1 SHALL HAVE A $TABARD DORY LENGTH EQUAL TO CLASS 250 CAST I" FITTINGS CAST IRON CLASS = FITTINGS WILL BE ALLOWED IN LIEU OF DUCTILE IRON FITTINGS IN SITES LARGER THAN TWELVE INCE5 DI MEGALVG RETAINER GLAD$ OR AN APPROVED EQUAL SHALL DE USED ON ALL VERTICAL 15MC AND AS SHOWN ON THE M1HIS. 14 SATE VALVE RESILIENT SEAT VALVES SHALL BE MAN/PACTUIPD IN NORTH AAERICA TO MEET ALL REQUIRDATRTS OF AWWA I HE5 Im AND SHNJ. BE BIUBeLe-rIGHi, zERo LEAKAGE AT 2A PS WORKING PRESSURE. VALV¢S SHALL HAVE NON -RISING STEMS, OPEN LOUfPE__WISE. AGIN BE PROVIDED WITH A TWO INCH OF SQUARE —AT- HUT WITH ARROW GAST IN NETAL TO INDICATE OREGTION OF OPENING. EACH VALVE SHALL HAVE MAKER'S NANE, PRESSURE RATING. AND YEAR IN WHICH MANUFACTURED LAST ON THE BODY. PRIOR TO SHIPMENT FROM THE FACTORY. EACH VALVE SH ALL BE TESTED BY HTTCAOSTATIL PRE55U[E CWAL TO TWILL THE SPECFIFD WORKING PRESSLREBURIED VALVES SHALL DE INSTALLED WITH A VALVE PDX 13 NAIVE _Il SNAFTCT IRON;!.E-PURL¢ SLCE- WITH A 11 FLANGE FIVE AND ONE-POIAt— INCH D 111 SFNIT. DS DEFTI a TRENCH —Y. CAST IRON LOVER MARKED 'WATER' AND INDICATING DIRECTION OF 0­­ US DIRE HYDYIANTS, ALL HYDRANTS Me TO ISE 3-WAY. 5' MINILLM DIAMETER AND LIMITED TO THE FOLLOWING MAKES, EARL— A-49Y OR KQEEDY -NTXAN K-GN N VA LK M04NG, CY 4S NOZZIF ARRANEEMDNT. TWO 9 VO INCH HOSE NOZL.ES WITH 0) THEA05 PER I— ONE 4 I/O INCH PAPER NOZZLE WITH W THREADS PER INCH, INLET CONNECTION 6 INCH MEGHANI— JOINT OPERATING NUT. STNDMD I V] INCH PENTA60N OIRECTIW M OPENIKKr LOUNTERGLOGKWI. COLC'R. FNAI LED Y4.LOW O TH OF dRY. HYDRANT SHALL BE INSTALLED TO THE MAILFAC —A'I IN5TRULTIONS WITH NOZAES ABOUT WABOVE FIN15H GRADE. I.T HYDRANT HMMKkEs, HYDRANT A44ELOLIES SHALL CONSIST OF A SIX INCH WI LECANICAL JOINT SATE VALVE CONFORMING TO AWWA L_.0 A FOR FOOT 41 LGRSTH OP 11% INCH bl CLASS 52 OJLTNF IRGN PIFC WITH A C.ELIBVT-LINING AND THE (ERE HYDRANT. THE HYDRANT SHALL. HAVE AT (FAST EIGMEEN I—, NET DETWCCN THE DOTTOI OP THE STGM[R LN AND THE S UND. "' SINGLE-FAMILY HIXBC SUBDIVISIW>. THERE WILL P¢ AT LEAST ONE HTCRAT AY EACH INTERSECTION AND AMA%IU.M OF 500 PEST 8001 BETWEEN HYDRANT5 WITH A MW WATER FLOW OF — SALLGNS PER MINUTE WITH A .'10 F51 RESIDUAL PRC55LR¢ .A. EACH HYDRAH. US CONSTRUCTION .1-1 A INSPECTION AND TESTING ALL PIPE AID FITTINGS SHALL DE INSPECTED AND TESTED IN ACCORDANCE WITH THE MANJFALTURERFS SPEGIFIGATIOH AND TINE AFORHRNTIOED AWWA NECIIICATIdNS. CONTRACTOR SHALL iU1N FOR APPROVAL GMTIFILATION PROM THE PIPE MALFACIURGE THAT ALL TESTS HAVE DEEM PERFORMED WITH SATISFACTORY RESLLT5. PIPE SHALL NOT DE INSTALLED WITHOUT THE —1—WI OE WATER AUTNKRITY'S AJTROVAL. D. INSTALLATION PIPES. FITTINGS, AND ACLE55 05 5HN.L DE CAEEFULT HANDLED TO AVOID ONA6E PRIOR TO M DALE OF ACCEPTANCE OF THE PROJECT WORK DY THE OWKR, TIE CONTRACTOR SHALL RQI.ALE MNY fEW PIPE OK AGGESSOILI' FOUND TO ISE DEFECTIVE AT ANY TILE. INCLUDING AFTER INSTALLATION WITH AWWA STADARD C-600 AND —1 SPECIPI CONTIRAGTOR LSA AT HIS OWN EWPNX AND WITH THE APPROVAL O EN61NeQ, GUT CRACKED PORTITONS AT A POINT AT LEAST TWELVE INCHES IM FROM THE VI5IDLE LMITS OF THE GRAT.IC AND USE THE SOUND PORTION OF THE FIFE. ALL PIPES AND FITTINGS SHALL DE LLEMED OF ALL FORE LATT¢R AND DFPRI5 PRIOR TO INSTALLATION AND SHALL DE KEPT GLEAN I.NTUL THE TIME OF ACCEPTANG¢ DY TIE OWNER. T ALL TILES. MEN THE PIPE LAYING 15 NOT ACTUALLY IN PR061tE55, THE MEN ENDS OF THE PIPE SHVI-1. DE CLOSED DY TP.LWORM.Y WATMTIG,HIT PL.U69 OR DY OTHER AR ROVED LREANS If W WA THE DAN6QIM WATERTEMEAING YIE 5 MSSED. THE PIPE 5H L DE INSTALI.®D IN TrtP1NCIE5 AND AT THE LINE AND GRADE SHOWN ON THE CONTRACT DRAWINGS. ANY DEPLEGTION JOINTS SHALL DE WITHIN THE LIMITS SPECIFIED BY THE MNAVAG'RRFJ[. ALL PIPING AID AFPUETENMNGE5 CONNECTED TO THE EWIPAMT SHALL DE SUPPORTED 50 THAT NO STLAIN WILL De IMbSED ON THE eWIPKNr. P M EWIPTENT NAAFALTLR[R'S lPEGIPWATIONS INfLIDE TNT AN'Il LOADS ARE HOT TO DE TRANSFERRED, THE CONTRACTOR 1-1 SLEMIT GERTIFIGATION OF COLPLIANLE, GONCINF THRUST BLOCKS SHALL DE INSTALLED ON ALL M1lW1. tees. AND DEMOS DEFLECTING II 4 DEM-5 OR LORE CAft SNAL BE THEN TO DNS— THAT LONGREM WILL NOT GOY IN CONTACT WITH FLAH6 JOINTS. OR DOLTS. TE REQUIRED AREA OF THRUST ­1 ARE INDICATED LOCATED WITHIN TEN FEET 1101 HORIZONTALLY OF ANY SEWER IT CROSSES, THERE SHALL DE NO PHYSICAL GOWECTiON BETWEEN THE DISTRIDUf10N 5Y5T¢M AND ANY PIPES, PUNS. HYORANA, OR TANKS WHICH ARE 5-11SO OR MAY DE SUPFIED WITH A WATER ALL TRENCHING SAPETT STANDALS SHALL BE IN CONFORMANCE WITH ALL I'n.ICABLE STATE FEDERAL WIDELINES AND AS SPECIFIED ON TY PUNS. ALLED, TIE TRENCHES AND OTHER AREAS TO BE FILLED SHALL OE DAGKFI TO SUD6RADE WITH WHEREVER POSSIBLE. MATERIAL EXCAVATED FROM THE TRENCH NO 6MKFILLIHRS WILL BE ALLOWED UR IL ANY (ANGRETE MASONRY HAS SET SUFFICIENTLY, AS DE—IED DY THE ENGINEER. ENGINEER E CCNTIt TOR AL SHL FROVICSE A STNNN TD,PORART FVC MM1RKER APPROVED OY THE AT ALL GATE VALVES, CURD STOPS, AND AT THE END OF WATERLIN3 TO A POINT SIX INCHES ISI ABOVE (MUSH GRADE. THE MARKER SHALL DE SEATED SECURELY INTO THE GROUND C. FIELD TESTIW EXLEFT AS O SE DIRECTED. ALL PIPELINES SHALL BE TESTED, FIFELNES LAID IN EXCAVATION CR BEDDED IN COIDEETE SHLALI. DC TESTED FRIOR TO DAGKFILLINE, OK THE PLACING OF CONCRETE, AND ANY MFO5ED PIPING SHALL 8C TESTED PRIOR TO FIELD PAINTING, THE CONTRACTOR SHALL —1. ALL GAU6E5, TESTING FLUSS, LAPS, AND ALL OTHER NECESSARY SWIFMENT AND LABOR TO PERFORM LEAKAGE AND PRESSURE TEST IN SECTIONS M NI NPROYED LENGTFL ERGS YALW_D SECTION OR A NAJONANd OF ONE 'THOUSAND FEET 0,0001 OF THE PIPE SHALL DE TESTED, ALL PRE$_ OF THE ENGINEE, POt THE PRESSURE TEST. THE GOHRAGTGE SHALL DEVELOP AND MAINTAIN .0 POUNDS PER SQUARE INCH FOR TWO HORS. FAILURE TO HOLD THE DE516W.TED NESSUE FOR THE TWO-HOUR P 00 CONSTITUTES A PAILUtE OF THE SECTION TESTED. THE LEAKAGE M51 SHALL ISE FEOPFORIEP GONw.RIRENTLY WITH THE PFE55URE TEST. PLR TEST. THE CONTKALTOK SHALL QUANTITY OF WATER REWIRED TO MAINTAIN THE TEST PRE55LRE LEAKAGE SHALL NOT EXCEED iFE Wnxn1Y GIVEN Br. L 50 DWARE EOOT OF n I T93.500 WiYRE� L LEAKAGE IN 6ALL0115/14OU[ LENGTH OF PIPELIK TeSTED D - DIAMETER OF PIPE IN INCHES I. AVERAGE TEST PRESSURE W P51 ALL TESTING SHALL ISE CONDUCTED IN AGGORDANGE WITH A G-DOD L RN151O1. $HOLD ANY SECTION OFTHE PIPE FAIL EITHER THE PEESMRE Ot LE.— -111 THE GOMRAGTOR SHALL 00 EVEAYTHING NECEnMY TO LOCATE AND REPAIR OR REP -ALE THE CEF¢GTIVE FIR. PITTINGS, M JOINTS AT NO E%FRNSWNER. E TO THE O D. DISINFECTION C 010 TION OF THE WATEI M SHALL DE GODUCTED ONLY AFTER TE MAIN HAS DEEN FLUSHED AND A CLEAR STREAM IS OBTAINED AS DETERMIND BY THE —- THE CONTRACTOR SHALL FURNISH ALL LABOR, EOUIFLENT, MATERIALS, AND TO NECESSARY TO DISINFECT THE PIPE AND APFUR'2NAR:ES IN ACCORDANCE WITH TIE AWWA 5TADAR0 FOR OISINFEGTING WATMNAIW L-6SI, WITH THE EXCEPTION OF THE TABLET METHOD, THE METHOD OF DISINFECTION SHALL BE DY THE GONTIMIOUS FEED METHOD UNLESS OTHERWISE APPROVED DY THE ENGINEER. AFTER FILLING, FLUSHING. AND THE ADDITIW OF CKARNE SOLUi'ION, THE FREE CLOT- GOX ­ WITHIN THEIR All EllAT LEAST 50 -1 THE GN.91INATEO WATER SHALL REMAIN IN THE LAIN FOR A PERIOD OF AT LEAST R4 HORN. AT THE END OF THE, PERIOD, THE TREATREMAINED WATER IN ALL FOIT OF TEE MAIN SHALL NOT HAVE A RESIDUAL OF LE55 THAN D NGIL OF FREE CHLORINE. ALL DISINFECTION SHALL DE PERFORMED UNDER THE —IS.. OF THE ENGINEER. THE DISINFECTOO4! ncpcEri SHALL BE DEEMED ACCFPTADIF ONLY AFTER 101 SAMPIFS OF WATER FROA THE FLUSHED, DISINFECTED MAIN TAKEN DT THE ENGINEER AND TESTED AT AN APPROVED LABORATORY SHOW NO EVIDENCE OF BAGTERIOLOSICA. CONTAMINATION DISINFECTION SHAM CONFORM TO THE LATEST AWWA C-6SH REVISIM THE PEPELINE AND APPURT%MVCZS SHALL L DE IAINTARED IN AN UNGOMAMINATED CONDITION UNTIL FINAL ACCEPTANCE DH5IMEGTION SHALLOC REPEATED WHEN AND WHERE REARED AT NO EXPENSE TO THE OWNER UNTIL ANAL AGCEFTANGE DY THE OWNER. E. FROST PROTEGTIW OF SHALLOW WATERLINES WATERLINES WITH I.B.THAN SIX FEET III OF C,OVEA OVER 1. GROWN OA WHERE INOICATCD ON THE 1.. SHALL X MOTECTED A-1.1 FREEZING BY INSTALLATION OF FOAL INCH la'I THICK STYEMOAJ SM INSLLATING SHEET! WITH A TOTAL WIDTH OF FOUR FEET 47 M TWICE THE PIPE OIAMETER WHICtr�KR 15 GREATCR THE — SHALL BE PLACED SIX IN 161 ABOVE THE CROWN Of THE MAIN AFTER WI—TION OF THE SIX INCH W1 LIFT IV EDU ABOVE THE GROWN GME SHALL BE lXPRGIS[D DT THE CONTRALTO( BRING-- AND GOLPAGTION OYM M 5TYROFOAM WETS TO ANENT DA SE TO THE WETS. 5TYROVMA 514 SNEETS SHML MEET THE —1-STRENSTH REOUIREMBNTS OF ASTM DM91-T3 AND — BE AS MANFAGYU"` BY 0" CHEMICAL GOPANY. MIDLAND. MIGHISAN, OR EQUIVALENT. IN NO LASE SHALLTHEWATERLNES HAVE LESS THAN FIVE FEET B1 OF GOVM OVER THY — OF THE PEE, F. HYDRANT FLOW TEStIN6 A HYDRANT SHALL ce FLOW TESTED UPON GOTLETION AND ACCEPTANCE OF THE MIN CONSTRUCTION DATA SHALL BE OBTAINED AND 5USMITTED TO THE TOWN TO ALLOW THE THE DUIEIVAINATION OF PRE FLOW AT D HI OF MIDUAL FRESSIRE EACKFU_ WTI EXCAVATED MATEP`L T, G4NLY COMPACTED IN 6' LIFTS THE SIDES Cf TRENCHES 4 FT. IJR MOPE W OEPTN J EN— BY PERSO g B ID OR GRAPE BE SHEEI,E $LOPED TD THE ANClE ____-- --___ OF REPOSE 12 APPROVED ROD( FREEYzzzzzel- BACKFTN. TNORW(kILY OONPAC E IN 6" LNTS (NO STONES LARGER THAN 11/Y ----- ----- DIAMETER) ^ 0 UNDISWREEU SOIL —­, L._ D/ZSB" fT, SPRINNEG, SYSTEM PIPING CWECK j_K_ COc SAO614W HWWNTONOOMEETC WATER USIB -I WATER / SPRINKLER CONNECTION NTS r_ U-STURBED S. IF 11 BUM THRO( 1N9TMUI So... ' BOMB. AL 5 SUTABU FOR RURAL OVEN PPE. HNO CASE SHALL THE PII AVE -IMAN 5' O LC OVER 1NE CAOWI -(Y1' IS OU F THE CONTUCTOR SHALL AT ALL TINES KEEP THE TRlTICHFS ENTRELY FREE OF WATER UNTIL ALL WORK IS FINISHED AND READY FOR BACKFILUNG Pill SHALL BE THOROUGHLY COMPACTED GRAVEL OR SAND FOR D.I., OR 3/1 STONE 1. PVC TYPICAL WATER TKENGH NTS NOTE: CURB STOPS ANO/OR GATE VALVES SHALL NOT BE PLACED IN PAVEMENT. CURB OR SIDEWALK. GROUND tB'-Pt" VALVE BOX - f B' UNDISTURBED MINIMUM SOR A. BOLTED HYDRANT TEE --... CONCRETE THRUST f/WATER ' \ MIN BLOCK SEE THRUST ELOCK SCHEDULE SOIL TYPE - CLAY/SILT moo PS 3500 PSI ;T 92E 6" 8" 12" CONCRETE CONCRETE 11T4&22% 3 4 9 45' 4 8 17 END AREA 90, 9 15 35 BEARING END AREA / v OR AGAINST BEARING f END CAS 6 11 25 U DISTURBED AA NST SOIL VALVES J 3 3 UNDISTURBED SOIL SO FT BEARING AREA BASED ON 1G0 PSI WORKING TYPICAL TEES-DEADENDS-CAPS TYPICAL BENDS PRESSURE PLUS 1QU PSI SURGE NOTE: PLAGE 4 mE POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK ALLOWANCE AND BEARING CAPACITY OF 1000 LSS/W FT HYDRANT MANUFACTURER TO SE MPROVED BY THE ENGINEER AND MUST MEET TOWN STANDARDS G• GATE THRUST VALVE BOCK SEE WRIER TRENCH DE FOR BEOONG E" DIA, DI. PI REOUIREMENTS ALL MJ GLANDS SHAD SE 'MEOALUG' INN APPROVED EQUAL AS ORDERED BY THE HYDRANT DETAIL NTS THRUST f5LOCK END AREA NTS NEW SEWER PIPE (CENTER ONE LENGTH OVER WATERLINE AND ENCASE ENDS IN CONCRETE) 1V.N NEW WATERLINE CENTER ONE LENGTH OF PIPE UNDER SEWER CENTER ONE LENGTH OF PIPE OVER SEWER SEWER NEW WATERLINE 18' MIN, NEW SEWER PIPE (CENTER TYPICAL 8' THICK ONE LENGTH UNDER WATERJNE 12' EACH SIDE OF JOINT AND ENCASE ENDS IN CONCRETE) SEWER / WATER 5EPARATION DETAIL FOR GK0551 NC-75 NTS ,RAlil1/I �` o i Y (� I� O EwG,m EwaWNG ve¢IWa.RT ,� � THE GATEWAY �b=OPT c"'.0. 7�T T7��J7� .FARY'D l./1t1LGTHE CONTRACTOR SHALL NOTFY "DIGSAFE" AT P C PJO NRL ROUTE 7 SOUTH DURLINOTON V1-800-225-4977 PRIOR TO ANYEXCAVATION.CAL,i�$sOc1aTE$T .0 Pilo S ANOREW AVENUE, SUITE 5 WATER x JCT, VT DETAILS & SPECIFICATIONS NTS PHOP)E878-9990 FAX: 878-9989 C a POURED IN PLACE J500 PSI CONCRETE O! A PRECAST CONCRETE RING BETWEEN THE G.B. TOP AND BOTTOM OF CAST IRON FRAME. MA%IMVM HEIGHT SNµL 8E 6 INCHES. (BRICK SHALL NOT BE USED). FRAME &GRATE LESARON NON -SHRINK LK 12'(OR EDUAI) OR LKf 20A IF SLOPE EXCEEDS S% GROUT OR NEW CURB SHALL REST ON TOP EET, CONC. FOF BASIN COVER - ADJUST HEIGHT 1 OF CURB AS REQUIRED FINISH GRAD 8" GROUT FRAME TO CONCRETE THE FRAME OPENING SHALL MATCH THE CATCH BASIN TGP WITH NO OVERHANG. A;4; SEE e NECHANIC ABLE - PLUG AL BACKFITE THOROUGHLY COMPACTED " IN 6" UFTS� PIPE AGOG P.S.I. CONCRETE RA ALL STRUCTURES SHALL BE DESKNED BY A STRUCTURAL ENGINEER TO WITHSTAND AN H2O LOADING REQUIREMENT ALL PIPE OPENING SHALL HAVE A WATERTIGHT FLEXIBLE PIPE SLEEVE OR GASKET —' ON ALL OUTLET PIPES 8. UNDISTURBED SOIL LEDGE PAYMENT UM /" EXTEND BEDDING TO 3% + CRUSHED STONE BEDDING ` LIMITS Oi EXCAVATION PRECA5T CATGH 6A51N NTS CATCH BASINS SHALL BE SIZED SUCH THAT: 1. AT ANY ELEVATION, A MINIMUM OF 60% OF THE CIRCUMFERENCE SHALL SE CONCRETE, 2. THE MINIMUM DISTANCE, AS MEASURED ALONG THE CIRCUMFERENCE, BETWEEN T10 OPENINGS SHALL BE 6. 3, ME BASINS SHALL ALSO MEET THE FOLLOWING MINIMUM REQUIREMENTS: CATCH LARGEST SDEWALL CONCRETE BASIN DIAMETER PIPE DID. ALLOWED ICKNESS COVER 1HIICKNESA JB 10"--- 4:•"----6 48 30•__.-._..;. FINISH GRADE BACKFILL WITH APPROVED EXCAVATED MATERIAL THOROUGHLY COMPACTED RN 6 LIFTS UNDISTURBED SOIL �r9 0 APPROVED ROCK FREE �! 0 U o L PERiORATED PE PIPE BACKFILL iHOROIIGHLY COMPACTED IN 8 O/2+12" O JO SEE PLAN FOR DIAMETER LIF15�N0 STONES GAR 1HAN 1 1/2" DIAMETER) + �"O THE CONTRACTOR STALL WRAP INE PIPE AND ATONE CRUSIE iRAnPERFORATED IN MIRAFl 140N OR EQUAL STONE REDOING D/2 4 6• 1 DRAINAGE FABRIC J 2'F 10•'(. UNDISTURBED SOIL Y '* EXTEND BODINGTO TI LIMITS OFEXCAAEXCAVATION D +2 UNDISTURBED SOIL STORM SEWER TRENCH NIS CAST IRON MANHOLE .FINISHED GRADE AND GRATE-....\ LaBARONFRAME LC226 M EQUAL I 1 MORTAR FRAME TO 1000 GALLON HEAVY-DUTY �4.--MANHOLE RISER SECTION GREASE TRAP WITH.-- ,W FULL LENGTH BAFFLE Y REINFORCED GROUT _PRECAST " HEAVY-DUTY CONCRETE RISERS PIPE - (TYP). � • - _-_ 3° VENT- .. .�- �. 6" INLET IT. 1-_-' _ UWID 8 OUTLET TIT LEVEL NOTES 1. CONCRETE: AO(Xt PS AFTER 28 DAYS 2. REINFORONG. 6K6/10X10 WELDED WIRE MESH 3. HEAVY DUTY TOP REINFORCED 'WITH #5 BAR O 12" O.C. EACH WAY 4. KEYED JOINTS SEALED WITH O-RING GASKET OR BUM RUBBER ROPE 5. PRECAST CONCRETE SECTIONS SHALL BE IN ACCORDANCE WITH ASTM C-478 GREA5E TRAP NT5 1 I I MANHOLE CHANNEL NT5 NNIMI tWADE BACKFlLL WIN APPROVE EXCAVATED AIEMAL TNOROA-INA MPACTED bd N S• AFT$ E MpES GF TRRNCHES 4 FT. OR MORE IN DEP1H _ ENIFRED BY PFPAONNEL SIMLL BE SHEETED OR SLOPED TO THE ARGUE' - - - - - OF REPOSE GENERAL SANITARY SEWER 5PEC.IFIGATION5 2 EACH DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) INSTALLATION DETAIL BAG DETAIL DUMP STRAP i" FOUR FOR BAG REMOVAL FROM INLET DUMP STRAP O SLTSACK °D INSTALL •SWTSACK" IN EACH BASIN MNNTO pB UNTAMY ML VGXIAROON INSTALLATION AND FULLY ESTABUSNED - UNDST A_ Sal INLET SEDIMENT CONTROL DEVICE Fax srpxu axes. NIS BAAPPRROCK FREE 12° ppRNF.A.--RLL tN 6 GHLT TEORU p' PRE) COMPACTED " LIFO(NO ATOGNES T .A.—)) t 1/Y ME CQVIRACTOR STiALL AT KEEP THE TRENgiES u ENTRELY�FREE OF WNNI9HE0 -> up FEAGI FDR B4CKFAUNG UNMST RFED SOIL J ]/4. 31UNE BmDINO TYPICAL 5ANITARY TRENGH NT5 1. SANITARY U.S. IF COVER RIFSS THAN 6 1/2', PLACE 2' (AUL INATION BOARD WHICH IS SUITABLE FOR BURIAL OVER PIPE IN NO CASE SHALL THECOVER M LESS MAN 3 1/2' OVER THE CROWV. S" MINIMUM SERVICE SDR JB PVC USE 4" OHM. PVC PIPE TO MARK LOCATION AND DEPTH OF SERVICE OOMEGPON _ EXTEND FROM PLUG TO T ABOVE FINAL GRADE �- 30'SOt 36 PVC W � swEEP FIrnxc SBR 36 PVC WYE 5EE SEWER TRENCH DETAIL BE _R MAN AND ETAILS SERVICE \\\ SANITARY SEWER 5ERVI(-E GONNEGTION NIa FINISH GRADE RAISE FRAME & COVET TO FINISH ELEVATIO WITH CONCRETE GRADE RING NO BRICK SHALL BE ALLOWEI A.S.T.M. C478 PRECAST REINFORCED CONC. MANHOLE CONE AND RISER COPOLYMER POLYPROPYLENE PLASTIC RUNGS WITH 1/2` GRADE 60 STEEL REINFORCEMENT OR EQUAL. 12" O.C. MAX. 6' O.C. MIN, MANHOLE FRAME & COVER NEENAH R1642. LEMON LC286 OR EQUAL. —A. NO PARGNG OF INTERIOR JOINTS WITH MORTAR SHALL BE ALLOWED I. MI FRAME TO BR CKS COAT EXTERIOR OF CONCRETE AND BRICK WITH TWO (2) COATS OF WATERPROOF SEALANT 3'-0` SEE SPEGFlCATONS FOR MH TESTING REQUIREMENTS 0 RING RUBBER GASKET IN ACCORDANCE WI 1H A.S.T.M. C-443 AND A.S.T.M. C-361 OR BUM ROPE S.T. GRISWOLD PRECAST 48" WELDED STEEL WIRE FABRIC MANHOLE OR APPROVED EQUAL I CLASS B CONCRETE CAST IN PLACE RUBBER GASKET FOR VARIABLE STANDARD SHE, WATERTIGHT M.H. LENGTHS GONST. (TYP. ALL PIPES) (1.2.3 & 4 FT.) 2" RISE (MAX.) 41 SUITABLE "— ` VARIABLE BACKH ' 1 STANDARD ' q` 3•-0' , PLUG LENGTHS LEDGE OBD -M/AX. A / \ (2,3 & 4 FT.) PAVEMENT LIMIT a 8" PRECAST MONOLITHIC CONCRETE BASE MIN. 2' / 5B\" 1\�• HEIGHT, J/4° TO 1 1/2" p4 O 6" O.C. CRUSHED STONE BEDDING EACH WAY DO NOT USE LIMESTONE LEDGE PAYMENT UNIT SHALL EXTEND BEDDING TO BE V OUTSIDE OF THE MANHOLE STRUCTURE TO A DEPTH OF 24' BELOW LIMITS OF EXCAVATION THE INVERT. TYPICAL PREGA5T SANITARY MANHOLE NT5 II 5EE OTHER 5HEET5 FOR ADDITIONAL INFORMATION. 2) CONTRACTOR 51 A L CONTACT ALL UTILITIES DEFORE EXCAVATION TO VERIFY THE LOCATION OF MY UNOER6 OLWD LINES. LRILITM5 INFORMATION SHOWN HEREON WERE ODTAIMED FROM THE 5E5T AVAILABLE 50URGE AND MAY OR MAY NOT DE EITHER ACCURATE OR COM1E'LETE THE CONTRACTOR 5ML.L DE M5PONSIDLE FOR ANY DAMAGE TO ANY UTILITY. PUBLIC OR PRIVATE, 5HOWN OR NOT SHOWN HEREON. 3) THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER AND WATER LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'TEN 5TATE 5TANDARD5 - RELOMMFINDE(> 5TANDAROS FOR WATER". 4) PRIOR TO CCNSMUGTION, ALL MATERIAL5 SHALL BE APPROVED DY THE ENGINEER. 5) 5TCRM SEWER PIPE UP TO D" IN DIAMETER SHALL DE PVL SOR 35 CONFORMING TO A57M D-3034. ASTM D-3212 AND ASTM F-477. STORM SEWER PIPE 16' AND GREATER IN DIAMETER 5HALL DE ASPHALT COATED CORRUGATED METAL CONFORMING TO AA51HTO-M-H0. 61 ALL SANITARY 5EWER PIPE }HALL 56 NC SDR 35 CONFORMING TO A5TM D-M0 . A$TM D-32D, AND A57M F-477. 7) ALL TRENCH PILL SHALL DE PLACED IN 6" LIFT5 AND THOROUGHLY COMPACTED TO 15% OF MAXIMUM OEN5ITY OF OPTIMUM MOISTURE A5 DETERMINED DY ASTM D% 5TANDARO PROCTOR 61 ALL NEW GRAVITY 5ANITARY SEWER MAIN5 SHALT. DE LEAK TESTED DY A LOW PRESSURE AIR TEST M DEFL¢ TION TESTED. THE LOW PM55URE AIR TEST WILL DE U5ED TO 51NJLAM INFILTRATION OR EXFILMATION INTO OR OUT OF ALL GRAVITY SANITARY SEWER5. ALL TESTING WILL DE CONDUCTED UNDER THE SUPERVISION OF THE ENGINEER. AIR TESTING 5HALL DE PERFORMED IN ACCORDANCE WITH ASTM C626-60. THE MINIMUM ALLOWED TIME FOR A PRE55LRE DROF FROM 35 P51 TO 25 F5I 5HALL DE L2 MINUTE5 PER IGO FEET OF 6" SEWER. AFTER THE FINAL DALKFILL HA5 DEEN IN PLACE AT LEA5T 30 DAYS. THE DEFLECTION T55T MAY DE PERFORMED. NO PIPE SHALL EXCEED A DO°I.ECTION OF FIVE PERCENT t5U IF THE DEPLECTION TEST 15 RUN USING A RIGID 5N M MANDREL. IT 5HALL HAVE A DIAMETER EQUAL TO %52 OF THE INSIDE DIAMETER OF THE PIPE. THE M5T SHALL DE PERFORMED WITHOUT MECHANICAL PULLING DEVICES. HI ALL 5ANITARY 5EWER MANHOLE5 SHALL DE TESTED PRIOR TO CONSTRUCTION OF THE INVERT DY THE VAG.UAM M5T METHOD DESCRIDEO IN THE TECHNICAL SPECIFICATIONS. THE MINIMUM ALLOWED TIME FOR A VACUUM DROP FROM Q' OP MERCURY TO 9 OF MERCI.RY SHALL DE 2 MINUTES 101 ANY SURFACE5, LIC5, OR STRUCTLME5 WHICH HAVE BEEN DAMAGED DY THE CONMACTOR5 OPERATIONS 5HALL DE M5TORED TO A CONDITIGN AT LEA5T EQUAL TO THAT IN WHICH THEY WERE FOINO IMMEDIATELY PRIOR TO THE DEGINNING OF CONSTRUCTION. 16 THE CONTRACTOR 5HALL COORDINATE THE LOCATION AND INSTALLATICN OF THE INDIVIDUAL LOT SEWER LIM 5ERVICE5 WITH THE OWNER AT THE TIRE OF 6CN5MUCTI0N. A411111II SAA OF rFOI� OBCA O rF PBAWNc PrrtMMNARv o "D o THE GATEWAY WT: 10 21 99 8'G64 NNE ��F,7LN/_l THE CON TRACTOR SHALL NOTIFY "DIGSAFE" AT ... <V 47 �. s4n '� -".+' SAW+ RL PJD RL OIL �. A Rv_D`/RKE LLa'11\ 1 it ROUTE 7 SOUTH BURLIN(,TON N/"'f H9064-D3 1-800-225-4977 PRIOR TO ANY EXCAVATION. .+> lj ,qN ��5� PJ aEo CIVIL ASSOCIATES' PLC STORM &SANITARY SEWER- RAx srcET N ,' �F®II111 VA ` NTS 5 5 pNDREW AVENUE, ESSEX JCT, VT PHONE: 878-9990 DETAILS &SPECIFICATIONS 7, Memorandum - Development Review Board November 2, 1999 October 29, 1999 Sidewalk: The City Engineer is recommending that a sidewalk be constructed along this property's frontage with Allen Road. The Board should discuss whether to impose this condition. Other: — the plat should be stamped by land surveyor. — the applicant should stake the center lines of the roads as soon as possible. — the developer/homeowner's association should be responsible for maintenance of the retention basins. 7) HOMESTEAD DESIGN INC. - FOOTPRINT LOT - FINAL PLAT This project consists of amending a planned residential development consisting of 298 residential units and an 18 hole golf course, Dorset Street. The amendment consists of revising the plat for the footprint lots along Golf Course Road by providing survey tie lines for the next phase of development (unit 137). This application is to satisfy condition #8 of the 11/24/98 approval which states: "Prior to the conveyance of any unit, the "as -built" survey plat for that unit shall be approved by the Planning Commission and recorded in the land records. The deed for each unit shall reference the "as -built" plat". 8) HEATHCOTE ASSOCIATES L.P. - REDEVELOPMENT - SKETCH PLAN This project consists of amending a previously approved planned unit development consisting of a 130,285 square foot shopping center. The amendment consists of: 1) razing a 75,833 square foot portion of the building, and 2) constructing a 65,000 square foot addition resulting in a total square footage of 119,452. This property located at 516 Shelburne Road lies within the C1 and C.O. Districts. It is bounded on the north by a retail building and restaurant, on the east by undeveloped land 7 Memorandum - Development Review Board November 2, 1999 October 29, 1999 (currently proposed for development), on the south by the I-189 off -ramp, and on the west by Shelburne Road. Access/circulation: Access is provided by one (1) 40 foot curb cut on Williston Road and a shared r.o.w. (O'Dell Parkway) which runs along the north side of the property. Three (3) curb cuts are proposed on O'Dell Parkway. The applicant should upgrade O'Dell Parkway from Shelburne Road to the north east corner of the property to City standards. Details of this upgrading should be submitted with the preliminary plat submittal. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 28% (maximum allowed is 30%). Overall coverage is being reduced from 93% to 88% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced from 75% to 63% (maximum allowed is 30%). Front yard coverage information should be provided along O'Dell Parkway Setback requirements are not being met for the addition. O'Dell Parkway is designated as a future street which has a 40 foot setback requirement. The Board may modify this requirement under Section 12.406(b) of the zoning regulations. Staff recommends that this front yard setback be waived provided the building and front yard area is designed in a manner that provides a strong pedestrian and human -scale connection to the public street. Parking: A total of 598 spaces are required and 565 spaces are provided including 12 handicapped spaces. This represents a 33 space or 5.5% shortfall. Applicant should be prepared to justify this shortfall. A bike rack should be provided as required. Landscaping: The preliminary plat plan should include a detailed landscaping plan with a planting schedule. Staff recommends that the 15 spaces located along Shelburne Road north of the main entrance be eliminated and that the area be grassed. Traffic: The preliminary plat submittal should include a traffic impact analysis. Sewer: This property is connected to the City of Burlington sewer system. Lighting: The preliminary plat submittal should include details (cut -sheets) for all exterior lights and their location shown on the plan. 8 Memorandum - Development Review Board November 2, 1999 October 29, 1999 Dumpsters: A screened dumpster storage area should be provided. Other: the preliminary plat should show the limits of the C.O. District along the interstate ramp. 9) THE ALPINE SHOP - RETAIL ADDITION AMENDMENT - SITE PLAN This project consists of amending a plan approved on 8/3/99 (minutes enclosed) to: 1) construct a 5410 square foot addition to the Alpine Shop, and 2) allow off -site parking for the Alpine Shop on the Cheesetraders property. The amendment consists of: 1) removing the condition requiring the building be sprinklered, 2) removing the requirement that two (2) street trees be planted in the front yard, and 3) revise the estimated trip generation for the addition. Sprinkler: The Fire Chief is willing to have the condition requiring the sprinkler system eliminated if: 1) a fire wall is constructed between the existing structure and the proposed addition, and 2) additional means of exit are constructed. The applicant is willing to comply with these conditions. Landscaping: The previous approval required that the applicant plant two (2) street trees in the front yard along Williston Road. The applicant is proposing to plant only one (1) tree in the front yard and the other one in the side yard at the southwest corner of the building. It is staffs position that there is adequate space in the front yard to accommodate one (1) additional tree and not obstruct the sign. The original condition should stand. Traffic: It is the applicant's position that the proposed addition will generate 12 additional vehicle trip ends (vte's) during the P.M. peak hour. It was staffs position at the 8/3/99 meeting that the addition would generate 41.9 additional vte's. The 12 vte increase is based on the addition having a gross floor area of 3600 square feet and a "blended" rate 9 s, 1 Merch WantcdtoRerl 39 ndis RoomsfcrRen: 30 Rocimmates Foamed 41 liddimMatedab 20 KasiealInstruments 23A �fs'Jiafiums5ed 42 i8fera "-,cpi[as Se T. le Business Equipment 21 Pets & Supplies a° AptFar fished 43 ,later ai:s 16A Collectibles 23 Photo Snppiies 34 r }Muses forFent 44 mputers 24 fiWs&Machines 35 "60ndoRent., us n V Fca eelars -'1z C 1 nies&Stoves 26 VideoirTV/Stereo ��Ilic t�i�oni� Q13 46 ..l.es TliInihlrt: 'k �ltip)73ii�.e5 26 Wanted ay � �We�4intri C7?J n�Wc�upmert is Aw^&Garden 2?''l ,� Rantalc 48 ,,ir:sx�rn, i9 Pr%e3lan�sI,lerh. � I r - 71=;ING GUIDELINES n nt ,he on the ad content. " 'l �'r r` any in the interest of maintaining our stan- dards of accuracy and good taste, we r `l any reserve the right to refuse, cancel or 1 +he first edit advertising at any time. be 'etermined WiitrLingtott Xree Pre88 m, had .a e.:;,'rnsr =;+are„>•atia�'�;��� a9 . c,w i9N13 3 ADULT I ENTERTAINMENT l: is = 05T CA. Dark Grbelly ay ti- CLASSY • paws. le3 /toes.• Lost CONNECTION ., I,es in- , 22 in Park St. area in VT's finest in adult 2 040. urlington, Please call —-951-8804 entertainment. Featuring i2 ZrY — Desiree & Leslie r r:r Call 863-9510 Singles Connection Single Adults Network 0:3Professional & Intelliggen, ri,a ..� SAT Newsletter 800-775-309( ri !pale, black SOLID GOLD DANC9i9 vh't Haws. Miss HOUDAY'130TIES, 4 7.1 i3iroe Cac. 22. Dor- lacr8 Please,Call Birthdhrs, 13ache'roi[btt®] Sfrip-O-Grams. 862-1377 gaff w T :?URSE. Lost oa, LEGAL 11 -, rer or Maple & Sf.; NOTICES :i)1 in Burlington on IMPORTANT PUBLIC HEARING c:cA MEDICATION SOUTH BURLINGTON iN DEil Please return, DEVELOPMENT „ c uest,ons asked. Calf REVIEW BOARD �c3 oJ82 xy 81N43 en 12i27 The South Burlingtor .:mans Gold Signet Development RevieH -- _ng :rich ,`ace of a Griffin Board will hold a public it ,a, 1533 on in- hearing at the South Bur• sidlii of ring. Lost on ItncCity Hall, Confer. a •:;ostco or Chet's Street, Ba Room. Dorsal .rr er-astaurant [Tarts treet, South rlingtdn REWARD. Call Vermont on Tuesday, 302-862-7682 January 18, 2000, at 7:31: f P.M. to conslder•the' ,FfL r'.,u'E9Ar R 1R'ld"& i a:m.�warm following: _y�y,�fALS 8 " `' ' 1] Preliminary plat appli- cation of Acadia Realty Trust to amend a previ- _ ousty approved planned unit development consis. ting of a 130,441 sq. ft. shopping center. The E amendment consists of: 11 razing a 75,667 sq.ft. portion of the building, -" 21constructing a 65,000 sq. ft. addition resulting in a total square footage of 119,774 sq. ft. and 3] ...... minor boundary adjust- K , "E 13LOSE ";L:18 meats with adjoining r ; ?18 ALPHA INN properties, 516 Shel- < mocking for friends burne Rd. nc its of Sherlock HolmC� o help cefe- 21 Application of So. Bur- jr.t- "s 146th hirthdav lington Realty Co. seek- 3a social aven,ng and) ing conditional use ap- ,i'nner 7"+ursoay, an. o. pro from Section rai: and teserva- 26 05; Conditional Uses n.1out ed o/ :.Jan 4. and Section 26.65. Multi- 3- .070. pie Structures and Uses LEGAL 11. NOTICES on Lots, of the South Burlington Zoning Regu- lations. Request is for permission to use an ex- panded building for a multiple number of uses, 364 Dorset St. Copies of the applica- tions are available for public inspection at the South Burlington City ,Hall. John Dinklage Chairman South Burlington Development Review Board January 1„2000 fmp[oymenf EMPLOYMENT 12 TO RESPOND TO A FREE PRESS Bi©k NUMBER ,Send to: Burlington Free Press RC. Box 10 Burlington, VT 05402 Att: Free Press Box SELL 'IDLE ITEMS" WITH A CLASSIFIED AD. CALL 658.3321, ADMINISTRATIVE ASSISTANT Needed in the Burlington, VT office of New England Finan- cial. Job duties include secretarial support serv- ices to agency staff and sales agents and assist- ing with special projects. A team player with strong organizational and window base com- puter skills is desired. In- surance knowledge a plus. Competitive salary, good benefits and good work environment as- sured. Send resume to: Office Manager, New England Financial, 108 Cherry St., Suite 207, Burligton, VT 05402. EMPLOYMENT i'Missiles ADMIN. ASSISTANT:. Take charge perso needed to ensur smooth operation c busy office in So. But fin ton. Successful car dilate must have excel lent organizational skils demonstrated word'•prc cessing, spreadshee ability, engaging teie phone manner, and goo, communication skills Proficiency in MS Offtc &, Lotus Notes a plus Knowledge of basic of rice equipment & abilit to handle multiple task, essential. The Amencai Cancer Society offers competitive salary & ex cellent benefits package EOE. Send resume ! cover letter by 1/10/QC Priscilla McLaugghlin American CancerSociet! 11 Loomis St. Montpelier, VT 05602. SELL "IDLE ITEMS* WITH A CLASSIFIED AD. CALL 658.3321. ADMINISTRATIVE AS SISTANT Town of Coi chester. Parks& Recrea tion Dept seeks at experienced, qualified P skilled individual to.fiif va cancy. The selected indi vidual will be involved, w, reservations, public rela' tions, office suppor services & other tasks tc support a 4 seasons Recreation Program.. Ap' piccation forms are avail• able at the Town Offices at 172 Blakely Roar where resumes may be sent to the attention o, the Town Manager. The Town intends on inter- viewing selected candi- dates during the week of January•17, MOO. EOE. ADMINISTRATIVE ASSISTANT/ RECEPTIONIST South Burlington Office seeks a multi -task ad- ministrative assistant, available ASAP. Duties include answering phones, typing, dictation, filing, data entry and other tasks as assigned. Must be dependable with strong_ organizational skills and computer ex- perience. Pleasant work- ing environment and great benefits. Submit resume to: Judge Com- panies, 2 Market Street, South Burlington, VT 05403. Phone 863-6500/ Fax 862.5828. Condominium 49 Realtors �Q HomesForsale Lakeshore Properly 55 GrandlaleCo. ST, CummHomes 50 Farm& 81 FealtySereicas 52' r EMPLOYMENT 12 i r Pit�t+lcl��r HQALTH CARS NURSE ASSISTANT ` t. The following are Ca- reer opportunities for Li- censed LNA's, or those interested in our January 2000 Training Course: MCHV CAMPUS has po- sitions on the day, eve- ning and night shifts. Job Coder 99-1368 Human Resources, Burgess= Bidg. [behind the hospi- tal], 111 ; Colchester Ave., Burlington, VT 05401 Job Code: 99- 1368. ART DIRECTOR Must know Quark, Illus- trator, & Photoshop' Send resume to: GM VT. Business Magazine Burlington, VT 05401 ASSISTANT MANAGER ' Assistant manager train- ees needed- local office of national corporation seeks 3 individuals for immediate training in sales and management. No experience neces- sary. Must be teachable and have a desirable to earn above average in- . come. 1 will show you the rest. for personal inter- view time, call 658-2082. EOE. AUTOBODY TECH For etgn repair production shop. Qualified/skilled' tech imm. 893-3507 AUTO MECHANIC Min- imum 1 yr experience, must have own tools. Apply in person, Meineke Discount Mufflers, 5 Green Mountain Drive, So Burlington Automotive CUSTOMER SERVICE ASSISTANT Some computer skills re- quired. Must be person- able and dependable. Benefits included. Cali for appointment. EARTH CARS 860-4393 AVON! AVON! AVONI Career or pocket money. Call 893-7939 or 800-258-1815. i I o,N IL. and L BROOKSI I Y, and P. I ( I $ Nand WAR N I , d K J011 I E. R46 I A. BARONpt R N. OSBORNE tl Wl. A. BOUPG. �VOL 3B3 PG. 398 88 PG. 404 B. BARNEY MENNESSEY VOL '461 PG. 694 1 I I F d a KOCNMAM� J. KAHAN VOL. 387 P0. 3391 I I 'O" I u. STACKUAN I I L P. BROOKS I 219 PD, 14 i 3 VOI. 413 P0. eN PO.T52 W7L. 148. P0. 52 nod 'N.and A. 11FJJRN.L I IWL 117 P0. 1JS I' I C. Orb L. BOIFNOER I I G. LINK f VOL 410 P0. 903I Z I IF L INX- VOL. 39 PG. 18 VOL 30 PG. 32I -I- 1-gp�����»� L- MpRL-L��_L___ a INJL. 455 PG 1731 I VOL 457 P0. 423 I INX_ 392 PG txl I 5/B• REBAR 47 DAVID M. FARRELL AND I 71' 1'W 533.38' sN,me W. Aaue 1 STEWART H. McCONAUGHY TRUSTEES e,d I. WL216 PO. 41" - iN]L 329 Po. 6 EXISTING t8.637 ACRES Y, PROPOSED "A" Noa•31 za E 4.&T i alp (t0.053 ACRE PARCEL GIVING TO ACADIA HEATHCOTE, LLC) I BURLINGTON INDOOR TENNIS CENTER, INC. • aceAa _ ,. 70'00' (t0.265 ACRE PARCEL "8" GBANG TO NEW ENTERPRISES, INC.) VOL. 260, PG. 112 r 3/0• NEBAR (30.318 ACRE PARCEL "E" ACQUIRED I I VOL. 197, PG. 63 f4.08 ACRES FROM NEW ENTERPRISES, INC.) 3 _--R 139. "�5�1�5 i'REBAR ISB.a3' 70.02' 1 Ft 3/e•REBAR�-S95YI, •E_ _ 245.72' _ _ _ LOT SIZE REMAINS AT t 8.637 ACRES -- - _ I I I I �I� 1 WVNY I El ; I` TENNIS COURTS f 61 ® i f I i I FARRELL CORPORATION 41 VOL. 61, PG. 92 EXISTING t2.371 ACRES -------------N •1r4 •W-r----- - ; /F7H - 181.54 G OMAS FAMILY TRUST, ET AL i 0.423 ACRES plu sl; I \NB3 .00 291.89' ?B• :OMMON LAND % w O'DELL PARKWAY $ o ±0.195 ACRES _ S1.555 IRON PIPE 20a.59 291 23' (yl.[S' - - ACADIA HEATHCOTE LLC FORMERLY HEATHCOTE ASSOCIATES EXISTING t9.74 ACRES PROPOSED (t0.053 ACRE PARCEL "A" ACQUIRED FROM T.A. FARRELL FAMILY TRUST) (t0.143 ACRE PARCEL "D" ACQUIRED NTH NEW ENTERPRISES, INC. (t0.196 ACRE PARCEL "C" GIVING TO NEW ENTERPRISES, INC.) LOT SIZE REMAINS AT t9.74 ACRES REBAR 7Q,'A` ,'A EXISTING .:'� A PROPERTY LINE ADJUSTMENT LINE r RELOCATE -4' 20' DRAINAGE / EASEMENT 1. d i 'I 20' DRAINAGES EASEMENT 'I I I I I L------ ---------� _ _N ' 1'11•W_ 52I11DAMD FARRELL TRUSTEE VOL. 375, PG. 617 f0.712 ACRES ' 512.49' - -. �'R.O.W. 11150$4.994•WEW / 701.53 - �XISTNG 84.99' T3 4B•�.-� '"�.- .e�".lP MI,J NAS•SS't(1'W xc. STING -�� ' �' ' Q798;� )PERTY UNE� ! NACRES �::` ' N78'40'w•E p y fi.14' S:B �. s 3/B' REBAR 1 874'35"W E NB:,�49�g/,w > NR- 17.58' BQ�. 3� /B" REb. _ _ N 7 4' •W_ _ _ _ �--•-�• 372.42' �6 NEW ENTERPRISES, INC. VOL. 264, PG. 267 EXISTING t8.62 ACRES EXISTING PROPOSED PROPERTY LINE (t0.318 ACRE PARCEL "E" GIVING TO T.A. FARRELL FAMILY TRUST) (t0.143 ACRE PARCEL "D" GIVING TO ACADIA HEATHCOTE, LLC) (t0.196 ACRE PARCEL "C" ACQUIRED FROM ACADIA HEATHCOTE, LLC) (t0.265 ACRE PARCEL "B" ACQUIRED FROM T.A. FARRELL FAMILY TRUST) LOT SIZE REMAINS AT f8.62 ACRES C.-r11.9 3/B•REBAR 0 BOUNDARY ADJUSTMENT LINEMON - E" 4Q i 1 Raw I dRERAR E x� W 81'ifi 9 L I CERRFY THAT THIS PLAT WAS PREPARED UNDER MY SUPERMSION �JJP 40t p -Ear AND IS BASED ON RECORD RESEARCH, FIELD ENDENCE OTHER PERTINENT Date Ch'k'd ReNielon ' MFORMARdN AND CDI4oRMs NiM THE aEawREMENn of v.s.A. z7 sEcnoN 1403. Drawn Dy ACL Date OCT.. I999 9 4.63' Checked by JLM Scale r sfp,TE 1NjER S R. DUNHAM RL.S #216 Approved by Project No. 9910, LEGEND - - PROPERTY LINE -------- - - - - -- TIE LINE ______------------------- EASEMENT -__.- SETBACK LINE 0 IRON PIPE/REBAR FOUND ❑ MONUMENT FOUND ® MONUMENT TO BE SET ® 5/8" REBAR W/ SURVEY MARKER TO BE SET • CALCULATED POINT ItL POWER POLE GRAPHIC SCALE ( IN FEEr ) 1 +nch = 60 ft. PLAT OF BOUNDARY ADJUSTMENT BETWEEN PROPERTIES OF NEW ENTERPRISES INC., ACADIA HEATHCOTE, LLC k D.M. FARRELL & S.H. MCCONAUGHY TRUSTEES SHEET qNL ENGINEERING ASSOCIATES, INC. SHELBURI VERMONT Memorandum - Development Review Board November 2, 1999 October 29, 1999 Sidewalk: The City Engineer is recommending that a sidewalk be constructed along this property's frontage with Allen Road. The Board should discuss whether to impose this condition. Other: — the plat should be stamped by land surveyor. — the applicant should stake the center lines of the roads as soon as possible. — the developer/homeowner's association should be responsible for maintenance of the retention basins. 7) HOMESTEAD DESIGN INC. - FOOTPRINT LOT - FINAL PLAT This project consists of amending a planned residential development consisting of 298 residential units and an 18 hole golf course, Dorset Street. The amendment consists of revising the plat for the footprint lots along Golf Course Road by providing survey tie lines for the next phase of development (unit 137). This application is to satisfy condition #8 of the 11/24/98 approval which states: "Prior to the conveyance of any unit, the "as -built" survey plat for that unit shall be approved by the Planning Commission and recorded in the land records. The deed for each unit shall reference the "as -built" plat". 8) HEATHCOTE ASSOCIATES L.P. - REDEVELOPMENT - SKETCH PLAN This project consists of amending a previously approved planned unit development consisting of a 130,285 square foot shopping center. The amendment consists of: 1) razing a 75,833 square foot portion of the building, and 2) constructing a 65,000 square foot addition resulting in a total square footage of 119,452. This property located at 516 Shelburne Road lies within the C1 and C.O. Districts. It is bounded on the north by a retail building and restaurant, on the east by undeveloped land 7 Memorandum - Development Review Board !November 2, 1999 October 29, 1999 (currently proposed for development), on the south by the 1-189 off -ramp, and on the west by Shelburne Road. Access/circulation: Access is provided by one (1) 40 foot curb cut on Williston Road and a shared r.o.w. (O'Dell Parkway) which runs along the north side of the property. Three (3) curb cuts are proposed on O'Dell Parkway. The applicant should upgrade O'Dell Parkway from Shelburne Road to the north east corner of the property to City standards. Details of this upgrading should be submitted with the preliminary plat submittal. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 28% (maximum allowed is 30%). Overall coverage is being reduced from 93% to 88% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced from 75% to 63% (maximum allowed is 30%). Front yard coverage information should be provided along O'Dell Parkway Setback requirements are not being met for the addition. O'Dell Parkway is designated as a future street which has a 40 foot setback requirement. The Board may modify this requirement under Section 12.406(b) of the zoning regulations. Staff recommends that this front yard setback be waived provided the building and front yard area is designed in a manner that provides a strong pedestrian and human -scale connection to the public street. Parking: A total of 598 spaces are required and 565 spaces are provided including 12 handicapped spaces. This represents a 33 space or 5.5% shortfall. Applicant should be prepared to justify this shortfall. A bike rack should be provided as required. Landscaping: The preliminary plat plan should include a detailed landscaping plan with a planting schedule. Staff recommends that the 15 spaces located along Shelburne Road north of the main entrance be eliminated and that the area be grassed. Traffic: The preliminary plat submittal should include a traffic impact analysis. Sewer: This property is connected to the City of Burlington sewer system. Li htin : The preliminary plat submittal should include details (cut -sheets) for all exterior lights and their location shown on the plan. Memorandum - Development Review Board November 2, 1999 October 29, 1999 Dumpsters: A screened dumpster storage area should be provided. Other: the preliminary plat should show the limits of the C.O. District along the interstate ramp. 9) THE ALPINE SHOP - RETAIL ADDITION AMENDMENT - SITE PLAN This project consists of amending a plan approved on 8/3/99 (minutes enclosed) to: 1) construct a 5410 square foot addition to the Alpine Shop, and 2) allow off -site parking for the Alpine Shop on the Cheesetraders property. The amendment consists of: 1) removing the condition requiring the building be sprinklered, 2) removing the requirement that two (2) street trees be planted in the front yard, and 3) revise the estimated trip generation for the addition. Sprinkler: The Fire Chief is willing to have the condition requiring the sprinkler system eliminated if: 1) a fire wall is constructed between the existing structure and the proposed addition, and 2) additional means of exit are constructed. The applicant is willing to comply with these conditions. Landscaping: The previous approval required that the applicant plant two (2) street trees in the front yard along Williston Road. The applicant is proposing to plant only one (1) tree in the front yard and the other one in the side yard at the southwest corner of the building. It is staff's position that there is adequate space in the front yard to accommodate one (1) additional tree and not obstruct the sign. The original condition should stand. Traffic: It is the applicant's position that the proposed, addition will generate 12 additional vehicle trip ends (vte's) during the P.M. peak hour. It was staffs position at the 8/3/99 meeting that the addition would generate 41.9 additional vte's. The 12 vte increase is based on the addition having a gross floor area of 3600 square feet and a `blended" rate 01 MEMORANDUM To: South Burlington Development Review Board From: David Boehm, Chair, City Center Design Review Committee Subject: Proposed Redevelopment of Mall 189 Property Date: December 16, 1999 At the request of the Development Review Board, the City Center Design Review Committee reviewed the proposed redevelopment plans for the Mall 189 property on Shelburne Road. The Committee is generally supportive of many of the site changes being proposed for the property. These include improvements to access and circulation, expansion of the parking field in front of the new building, addition of green space and aesthetic improvements along Shelburne Road, new lighting and additional landscaping, and improvements to O'Dell Parkway. In terms of building design, the Committee has mixed thoughts. We are supportive of the concept of breaking the entire building (i.e., existing and new) into smaller sections with different facade materials and roof treatments. This will lessen the overall mass of the building and provide interest. The Committee is, however, very concerned with the design of the north end of the new building. The north end of the new building is proposed to be setback only 15 feet from the O'Dell Parkway ROW and sidewalk. While we strongly support the concept of locating the building up close to this future public street rather than fronting the street with a parking lot and pavement, it is important that the building be designed so that it relates well to the public street and the adjoining mixed residential/commercial neighborhood. The design of the building should be of a human -scale, should be inviting to pedestrians, and should be aesthetically pleasing to passers -bye. We feel that the design, as proposed, does not adequately accomplish these goals. The Committee has suggested to the applicant several methods to better relate the north end of the building to the public street and adjoining neighborhood. These include: 1. Locate the grocery store cafe/deli or "farmers market" on the north end of the building with windows along the north side. The provision of windows and activity not only better relate the building to the street, but it also addresses a safety issue. People walking along the street feel more comfortable with additional light and the perception of more "eyes and ears" emanating from adjoining properties. 2. Carry the pedestrian walkway and canopy that is proposed along the west side of the new building around and along the north side of the building. South Burlington Development Review Board Page 2 December 16, 1999 3. Design a lower building elevation on the north end of the building with varying roof treatments and pitches, and then gradually step the building up to the proposed 35+ foot height. This, of course, will require some creative thought for the interior of the building. 4. Provide small store retail space along the north end of the building with doors and windows facing the street, and provide attractive pedestrian connections to the street and parking area. We hope these comments are helpful to the Board. We feel that the building can be designed so that it satisfactorily meets the needs of the community as well as the property owner. (Drc 12-16) CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW #1 OWNER OF RECORD Heathcote Associates, LP 20 Soundview Marketplace Port Washington, NY 11050 (212) 421-8830 #2 APPLICANT Same #3 CONTACT PERSON Joel Braun Acadia Realty Trust 805 Third Avenue, 9th Floor New York, NY 10022 (212) 421-8830 (212) 421.2290 — FAX #4 PROJECT STREET ADDRESS Mall 189 / The Gateway 516 Shelburne Road, South Burlington, Vermont #5 TAX MAP NUMBER Tax Parcel # 35-01-10 #6 PROJECT DESCRIPTION a) EXISTING USES ON PROPERTY The existing uses on the property are entirely retail with 130,441 s.f. of total area. Of this total, approximately 30,000 s.f. is used for an existing grocery store, with the remaining 100,000 s.f. divided into separate retail uses. Presently the center is occupied by eight retail establishments b) PROPOSED USES All existing uses on the site will be retained with the exception of the indoor mall. A new 65,412 s.f. grocery store will occupy most of the space used for the indoor mall. Parking lots and accesses to O'Dell Parkway will be reconstructed to improve vehicular circulation and separate service vehicles from other traffic. Extensive landscaping will be placed at the front of the site with decorative fencing and street trees. c) TOTAL BUILDING SQUARE FOOTAGE The project anticipates construction of a new 65,412 s.f. grocery store and renovation of approximately 54,362 s.f. of existing retail space. d) HEIGHT OF BUILDING AND NUMBER OF FLOORS All existing and proposed buildings are or will be one-story. e) NUMBER OF RESIDENTIAL UNITS No residential units currently exist or are planned for this project. fl NUMBER OF EMPLOYEES Presently, the eight (8) retail establishments have 52 full time and 71 part time employees. Final employment figures with new uses has not yet been determined and will be submitted before site plan approval. g) OTHER The applicant has attached a lot coverage analysis showing present and anticipated values. #7 LOT COVERAGE a) Buildings: Existing = 31 %, Proposed = 28% b) Overall: Existing = 93%, Proposed = 89% c) Front Yard: Shelburne Road: Existing = 81%, Proposed = 63% O'Dell Parkway: Proposed = 68% 0 #8 COST ESTIMATES a) Building Costs: 7 Million +/- Includes renovations (approximate) b) Landscape Costs: $ 70,000 +/- c) Other improvements: #9 ESTIMATED TRAFFIC a) Average Daily Traffic = 7,649 (existing) / 9,586 (proposed) b) A.M. Peak Hour = 111 (existing) / 267 (proposed) c) P.M. Peak Hour = 720 (existing) / 952 (proposed) A traffic study is being prepared by Resource Systems Group as part of this submission # 10 PEAK HOURS OF OPERATION It is anticipated that the peak hours of operation will be 10:00 AM to 3:00 PM #11 PEAK DAYS OF OPERATION The anticipated peak day of operation will be Saturday. #12 ESTIMATED PROJECT COMPLETION DATE December 2000 # 13 SITE PLAN AND FEE Attached � �J - � f - '�') _�-- 1) 2) 3) 4) 5) 6) 7) CITY OF SOUTH BURLINGTON Subdivision Application — PRELIMINARY PLAT Name of applicant: Acadia Realty Trust Name of subdivision: The Gateway Submit Subdivision Fee: $125.00 Describe Subdivision (i.e. total acreage, number of lots or units, type of land use, gross floor area for commercial or industrial uses): The Gateway project involves 9.74 acres. The project will entail the demolition of approximately 85,500 SF of retail space, the renovation of approximately 54, 000 SF of retail space, and the construction of a 65, 000 SF grocery store. Also part of this project will be the resurfacing of all roads and parking. The access to O'Dell Parkway will be reconstructed to improve vehicular circulation and separate service vehicles from other traffic. Extensive landscaping will be placed at the front of the site. Indicate any changes to name, address, or phone numbers of owner of record, applicant, or contact person since sketch plan application: None Name, address, and phone number of: a. Engineer: O'Leary -Burke Civil Associates, PLC, 5 Andrew Avenue, Suite 5 Essex Jct., VT 05452, 878-9990 b. Surveyor: O'Leary -Burke Civil Associates, PLC c. Landscape Architect: Dunn Hamelin Kane, 156 College Street, Burlington, VT 05401, 862-0098 Indicate any changes to the subdivision such as number of lots or units, property lines, applicant's legal interest in the property, etc., since sketch plan application: Changes to the subdivision since the sketch plan application include increased green space at the front of the site, realigned parking spaces, adjustment of the rear property lines, and the addition of O'Dell Parkway to the plans. List names and mailing addresses of owners of record of all contiguous properties: New Enterprises, Inc., Volume 264, page 267 The State of Vermont, Volume 218, page 329 2z fh;zU[- i t ►�Ai,i, t 12 P� N `:qT" Farrell Corportation, Volume 61, page 92 j (-tOL'm4'-D "D ) JUf "t fb­rz , t VtD,J VT J 5 40? 9) State title, drawing number, date of original plus any revisions, and designer(s) of the preliminary map(s) accompanying this application: 10) 11) See attached COST ESTIMATES for Planned Unit Developments, multi -family and commercial and industrial complexes: a) Buildings: $7,000,000.00 +/- b) Landscaping: $70,000.00 +/- c) All other site improvements (e.g., curb work): ESTIMATED TRAFFIC for Planned Unit Developments, multi -family projects, and commercial and industrial complexes (2-way traffic, in plus out): A.M. Peak Hour: 111 (existing) 267 (proposed) Average daily traffic: 7,649 (existing) 9,586 (proposed) P.M. Peak Hour: 720 (existing) 952 (proposed) % of trucks: 12) Attach FIVE copies and ONE reduced copy (11"x17") of preliminary map showing the following information: a) Proposed subdivision name or identifying title and the name of the City. b) Name and address of owner of record, subdivider and designer of Preliminary Plat. c) Number of acres within the proposed subdivision, location of property lines, structures, watercourses, wooded areas, and other essential existing physical features. d) The names of all subdivisions immediately adjacent and the names of owners of record of adjacent acreage. e) The location and size of any existing sewers and water mains, culverts and drains on the property to be subdivided. f) Location, names, and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public or privately maintained open spaces as well as similar facts regarding adjacent property. g) Contour lines at intervals of five feet, based on United States Geological Survey datum of existing grades and also of proposed finished grades where change of existing ground elevation will be five feet or more. h) Complete survey of subdivision tract by a Licensed Land Surveyor. i) Numerical and graphic scale, date, and true north arrow. j) Details of proposed connection with existing water supply or alternate means of providing water supply to the proposed subdivisions. k) Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. 1) If on -site sewage disposal is proposed, location and results of tests to ascertain subsurface soil, rock and ground water conditions, depth to ground water unless pits are dry at depth of five feet; location and results of percolation tests. m) Provisions for collecting and discharging storm drainage in the form of drainage plan. n) Preliminary designs of any bridges or culvert which may be required. o) The location of temporary markers adequate to enable the Commission to locate readily and appraise the basic layout in the field. Unless on existing street intersection is shown, the distance along a street from one corner of the property to the nearest existing street intersection shall be shown. p) All parcels of land proposed to be dedicated or reserved for public use and the conditions of such dedication or reservation. 13) Development timetable (including number of phases, and start and completion dates): The anticipated start date will be March, 2000, with an anticipated completion date of December, 2000 14) List the waivers applicant desires from the requirements of these regulations: None 15) a) All existing subdivisions, approximate tract lines and acreage of adjacent parcels, together with the names of the record owners of all adjacent parcels of land, namely those directly abutting or directly across any street adjoining the proposed subdivision. b) Locations, widths and names of existing, filed or proposed streets, curb cuts, easements, building lines and alleys pertaining to the proposed c) An outline of the platted area together with its street system and an indication of the future probable street system of the remaining portion of the tract, if the Preliminary Plat submitted covers only part of the subdividers entire holding. (Signature) plicant or co tac person date O'LEARY-BURKE CIVIL A550CIATE5 BETWEEN 6/17/99 ANC) 9/15/99. 2. EXI5TING UNC)ERGROUND UTILITY LOCATION5 WERE C)EKIVED FROM THE BE5T AVAILABLE INFORMATION INCLUDING PHY5ICAL PULLING OF GOVEK5, 5UKVEY LOCATEC) VALVES, HYC)RANT5 ANC) OTHER PERTINENT ABOVE GROUND UTILITIES ANC) A PLAN ENTITLEC) FACTORY OUTLET CENTER 51TE + UTILITIES PLAN KEV15EC): "ALTERNATE" #3 BY FITZPATKIC K LLEWELYN DATEC) MARCH 1989. 3. THE VERTICAL C)ATUM ON TH15 PLAN WA5 E5TAB1-15HEC) ON VEKMONT NAVO 88 U51NG MONUMENT GMI -31 LOCATED ON THE SOUTH 15LANC) IN FRONT OF BEN FRANKLIN. DuNN HAMELIN KANE LANDSCAPE ARCHITECTURE AND PLANNING 156 College Street Burlington, Vermont 05401 802-862-0098 THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. DATE RE 90N BY SURVEY 0 RECORD DRAMNG 0 PREI MINARY FINAL o SKETCH,CONCEPT THE GATEWAY DATE JOBI 9 oSIGN PJO KRL 99064 A V OTEARY-BUR DRAWN FILE KL/KM CH L CIVIL ASSOCIAPLC ROUTE 7 SOUTH DUKLIN&TON, VT CHECKED CHECKED f SHE T PLAN SHEET LAN HE j PJO 5 ANDREW AVENUE, SUITE 5 SITE PLAN SCALE ESSEX JCT., VT 2 1 "=40' PHONE: 878-9990 FAX: 878-9989 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 16, 1999 Mr. Mark D. Kane Dunn Hamelin Kane 156 College Street Burlington, VT 05401 Re: The Gateway - Shelburne Road, South Burlington, Vermont Dear Mark: t have reviewed the Gateway architectural elevations and have a few comments. The MegaSave proto-typical design is not in keeping with the architectural character that has been established for this section of South Burlington. The following specific elements need to be addressed for favorable review by the Planning Staff and Development Review Board. 1. The massing of the building overpowers the surrounding buildings. A more traditional organization of building elements such as: base (or foundation), body and top should be considered. 2. The massive glass entry and adjacent canopies are out of scale with the proposed building and, out of character with the surrounding building type. Please consider integrating these elements into a composition that better fits the neighborhood. I The side and rear elevations are important to the community. Although nothing has been submitted for those elevations, we hope that the facades are builts of quality materials and utilize architectural details that create an appropriate visual scale. 4. The design of the north end of the building should include more 'human -scale" features due to the proximity to the street and sidewalk. Perhaps this end of the building could be lower with pitches and dormers and then step back to the larger portion of the building. Sincere�y�, ' ° Raymond I Belair, Administrative Officer CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 29, 1999 Joel Braun Acadia Realty Trust 205 Third Avenue, 91' Floor New York, NY 10022 Re: Mall 189 Redevelopment Dear Mr. Braun: Enclosed is the agenda for next Tuesday's Development Review Board meeting and comments from City Engineer Bill Szymanski, the Fire Department and myself. Please be sure someone is present on Tuesday, November 2, 1999 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, Raymond J. Belair, Administrative Officer RJB/mcp Encls cc: Mark Kane 5ke+c��p)on Plan be rievired +0 Slav Ccrlec0,(- i � S-qcl bit col e ko-,,�n vv Prop 05-ed 77, 500 odd 50c) ? C7C) if A- la cd IS7 c cp I' in 170) q k cA c ),I Memorandum To: Joe, Mane, Lip ��lFrom: Ray Re: Vacation Date: August 3, 1999 I will be on vacation on the following dates: September 3, and September 7 - 10. l i O'Leary -Burke CIV Associates, PLC l October 22, 1999 Mr. Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington., VT 05403 RE: The Gateway Shelburne Road, So. Burlington, VT. Dear Ray: Please find attached one reduced set and five full size sets of the preliminary plans for the proposed renovations to The Gateway project (formerly Mall 189) on Shelburne Road in South Burlington. Included are a Landscaping Plan, Site Plan, Lighting Plan, Existing Conditions Plan, and the associated detail sheets. Building elevations are being prepared and may or may not be ready in advance of the November 2"d meeting. Resource Systems Group from Norwich, Vermont is preparing an evaluation of the traffic impacts the proposed project will have on the existing signals at the project entrance and at the Shelburne Road/O'Dell Parkway intersection. We are working closely with the developers of the adjacent property to coordinate the two projects. As shown on the plan, a land swap is being proposed for the benefit of both properties. If you have any questions, please call. Since Paul O eary Jr., P.E. Enc. 1999/99064/belair.doc 5 ANDREW AVE. SUITE 5 ESSEX JCT., VT 05452 PHONE 802-878-9990 FAX 802-878-9989 CIVIL@TOGETHER.NET A3p�t NAgEy pb BURUNGTON 'OK Abut I s .i SOWN OLm,1 cft 1,yk IBL BLWLP#" SOFT Bn1PIT LOCATION MAP (N.T.S) HOME AVENUE. POM+ALPAIf PARR BU9 STOP SHELBURNE ROAD PLAZA . unnu,m.uuum,^� t- i:Ii�..:.�;:� — �' Ii I KEY F-XLS71W DECIDUOUS TREE A ( • j �J PROP08fin DP.®UOUS TRFF. O � I EXLSITNO CON6FR GLl >� PROPOSED CONIFER �1 I x I OWNER OF RECORD: j ff I I I I HEATHCOTE ASSOCIATES, L.P. 20 SOUNDVIEW MARKETPLACE I I PORT WASHINGTON, NY 11050 i I 1 APPLICANT: � I I 1 MR. JOEL BRAUN i ACADIA REALTY TRUST `Y 805 THIRD AVENUE, 9TH FLOOR NEW YORK, NY 10022 I I �212�421-8830 421-2290 - FAX i I j� , 7 GRAPHIC SCALE 50 0 25 SD 100 200 P '� I j CWTFWAY GARDENS � I - SHELBURNE Scale: 1'-50' II , �Ir + I�1/► 1 Q GATEWAY GARDENS WaSTM I RETAIL ALTAa. TILE GATEWAY •""^ 'o LA.NDSCAPM FMI, a RETAIL \ g 170 SPACES - - - EXMTWG RETAIL ExNfm RETAIL 7• C1 -COMMERCIAL 1 HR AIL MAIL � I / I / PARRF]l.. [-PARKWAY R PROPOSED 65,000 S.F. GROCERY I sP I w, \ FUTUYB PFDPSrRIwN —'- •� N q. FL'IfON TO NBIGXHORN00_ —��y— * ! n n � ` f N0 - -- MAY WOUL MR s" $ raRMwATEa Plow PLANK SCREENING FENCE. \C -� 1 / I `3 Ire rnmrPw.saOc:.v. t SEP o ? 1999 00 SPACES 1 � ___GIR HASPDfi11rT 1 City 0f S0. Burlipol.9 N 72.281D• W 1 8 LP New ENTERPRISES. mc. C2 -COMMERCIAL 2 z ------ — ---ETWTY EAsao-an' S 73.57'28' E O O —_ O -------/ 'N" ERSTATE 189 OFF -RAMP THE GATEWAY Shelburne Road South Burlington, Vermont DUNN HAMELIN KANE LMIDSCAPL ARORILCRIPP. AND Pw•P9NG 156 Cuaw 5aeee auAYlgon. Vrn 05401 B02-8620098 ACADIA REALTY TRUST Developer 805 Thi d Avenue, 9th F. New Yudc, NY tW22-7513 212421-8830 PRO CON Inc. Architects P.O. Bax 4/30 M—haur, NH 03108 603-623-8811 scw1 : 1" 50' DR . 8/19/99 D—By MDK Checked Br: CWD Revieio SKETCH PLAN Shea Number. L-2 P,ojw Number 9918 FOc: [GATEWAYjL2-REVISED.DWG MEMORANDUM To: South Burlington Development Review Board From: South Burlington Fire Department Re: November 2, 1999 agenda items Date: October 29, 1999 1) Heathcote Associates Dated 9/2/99 516 Shelburne Road Acceptable 2) U-Mall 155 Dorset Street Acceptable 3) VT Tire & Service 1877 Williston Road Acceptable Dated 8/20/99 Dated 8/3/99 4) John Larkin Dated 9/13/99 200 Allen Road The multi -family dwellings should be sprinklered 5) Alpine Shop Dated 9/2/99 1184 Williston Road The building should have a fire wall between the existing and proposed addition with additional exits or the building sprinklered. WEST ELEVATION iA'l B) NORTH ELEVATION (H—) U _ x!) THE GATEWAY ELEVATION STUDY - MEGASAVE STORE NOVEMBER 15, 1999 4) O 20 main street essex junction vet nont 05452 P.802.874.5M f.802.872,2764 orehiterture ;ar;rifny int rterrs ( I t7- f T 94 Ht. (Min.) 14t M-) Ht (Min.) m %E CIML . INCWDING ROUND UTIUTIIES I FITZPATRICK OM-31 ( �l IV! 11IS2,iff P%� 4�ee� 0 f WA t7z No Text -�- a�r9F �,l �w�k, � /,,r� Rey t ,�.r-� CA_ c 4c_ � P- Q�z