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HomeMy WebLinkAboutSD-09-12 SD-09-13 - Supplemental - 1200 Hinesburg RoadI Und Records `'--ig4 `•?Prk RECREATION PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that MUNSON EARTH MOVING CORPORATION, a Vermont corporation with its principal place of business in the Town of Williston, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the CITY OF SOUTH BURLINGTON, a municipal corporation existing under the laws of the State of Vermont, Grantee, hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: A strip of land twenty feet (20') in uniform width with a length of one thousand twenty three and 38/100 feet (1023.38') feet, lying easterly of the eastern edge of the right-of-way for a public roadway known and referred to as Hinesburg Road, as more particularly depicted on a plan entitled "P-1, Subdivision of Lot I from Lot 1 — Meadowland Business Park for; Munson Earth Moving Corp., VT Rte. 116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc., dated February 23, 2009, and recorded at Slidek? lof the City of South Burlington Land Records. Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its 00003831 V tl 8 68 P: Z?C# entry pursuant to this easement and temporary construction easement shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction a temporary easement and right-of-way five feet on each side of said permanent easement and right-of-way is hereby granted, together with the right to enter onto the adjacent lands of Grantor. Said temporary easement and right-of-way shall expire once construction is completed and the recreational pathway is open to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of-way, but specifically shall place no structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a portion of the lands and premises conveyed to the within Grantor by Warranty Deed of Summer Ice Joint Venture, LLC, dated December 11, 2003, and recorded in Book 651 at pages 152-156 of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its 2 00003831 successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, MUNSON EARTH MOVING CORPORATION hereunto sets its hands and seals thiay of March, 2009. ON DO STATE OF VERMONT COUNTY OF CHITTENDEN, SS. At (JI IT fia , Vermont, thig `O ay of March, 2009, personally appeared duly authorized agent of Munson Earth Moving Corporation, signer and sealer of the foregoing written instrument, and acknowledged the same to be his/her free act and deed and the free act and deed of MUNSON EARTH MOVING CORPORATION. #y Public L/ My Commission Expires 2/10/2011 RE T URfi i?B t v' t AX PAID 99AR 'T LAND UST t[It DEVE' 01'`�'s`EF € e• .i-3k'Yt: cli_: P s 1.•F,l 7{. RC 0 f?i s c F 3� t ,� 10 Mansfield View Lane South Burlington, VT 05403 Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com May 26, 2009 Mr. Craig Lambert, City Arborist City of South Burlington Department of Public Works 500 Patchen Road South Burlington, Vermont 05403 Re: 1200 Hinesburg Road Office Park Final Plat Landscaping Comments Dear Mr. Lambert: In accordance with your comments regarding the final plat application landscaping plans for the 1200 Hinesburg Road project located on Lot 1 B at the Meadowland Business Park, Michael Lawrence has revised the plans to address: "The landscaping plan looks good overall given the height restrictions due to scenic view protection zone. I do have a few recommendations : 1. I recommend installing continuous tree planting pits using the planting mix specified in the tree planting detail in the parking lot islands to provide the trees a suitable rooting medium. The use of structural soil in the parking lot around the planting islands could also be considered to expand the rooting area. The use of continuous tree planting pits has been integrated into the plan as outlined in Note 37. 2. I'd also recommend using a narrow variety of crabapple in the narrow parking lot islands. Both'Donald Wyman' and 'Prairie Fire' can reach a crown width of 20-25 feet which will greatly increase the need for pruning to maintain clearance over the parking lot. These species have been replaced with Acer ginalla "Flame" and Cornus mas "Elegant". We have enclosed a copy of the revised L-1 sheet which reflects these modifications. Cathyann LaRose or Ray Belair will need to be advised of the acceptability of these revisions as the issuance of a Zoning Permit enabling construction can not be issued until this and other conditions have been satisfied. This completes our summary of the issues as we understand them. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, Mrhll-- David Sasa, P.E. Project Engineer Enclosures - Revised Plan L-1 cc: C. LaRose, ME89k, CEA 08164 (All wl enclosure) 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com April 14, 2009 Mr. Peter Keibel, District Coordinator District Environmental Commission #4 111 West Street Essex Junction, Vermont 05452 Re: 1200 Hinesburg Road Office Park - Land Use Permit Application Associated with Master Plan Permit 4C1005-10 Meadowland Business Park, South Burlington, VT Dear Mr. Keibel: Please let this letter serve as an update on where we stand with regard to the outstanding issues for the Land Use Permit Application. Outstanding Permits The Water Supply Division just issued its permit to construct and we have forwarded this to Mr. Ernest Christianson as this is the only remaining information required for the issuance of the Wastewater Disposal and Potable Water Supply Permit for the project. A copy of the cover letter and Permit to Construct from the Water Supply Division is attached. The application seeking authorization for coverage under the State Construction Stormwater General Permit is currently pending before the DEC Water Quality Division. Ability to Serve Please find attached a copy of the ability to serve confirmation from Comcast. School Impacts Attached is a copy of the School Impact questionnaire for Commercial Projects returned by the South Burlington School District. ANR Entry of Appearance Please find attached a letter summarizing the modifications to the plans which we believe addresses the request from ANR. We will await confirmation prior to submitting the revised plans to the District Commission. Mr. Peter Keibel Page 2 of 2 April 14, 2009 Aesthetics We have photo documented the existing conditions as viewed from the public points of access on Meadowland Drive and have superimposed the proposed grading on the photos. Attached are five (5) copies of the two 11x17 sheets which depict the limits of the proposed fill on the lower portions of Lot 1. The top of bank and toe of slope grades were set in the field by the CEA survey department and are indicated by the orange safety cones either at grade (toe of slope) or elevated into the air using (survey rods). Stream Crossing Removal Your proposed condition to have the stream crossing culvert removed and replanted prior to the issuance of a certificate of occupancy for the first building constructed is acceptable. This completes our summary of the outstanding issues for this application. If you should any questions concerning the responses to any of the criteria, please feel free to contact me at 864-2323 x310. Respectfully,--.--. David S. Marshall, P.E. Project Engineer \dsm Enclosures: Christianson Letter and Water Supply Permit to Construct Comcast Ability to Serve School Impact Questionnaire Letter to Pientka and Quackenbush Five sets of (2 sheet) 11 x1 7 Photos with proposed fill limits cc: R. Munson (w/ enclosures) J. Jaeger (w/ enclosures) CEA File 08189.00 (w/ enclosures) P:WutoCADD Projects\2008\08189\Pennitting\Act 250\Keibel Follow-upmwpd cWi Ell GAI NERD G' r�JJOP1r�rr i, oc� 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: maiil@cea-vt.com April 13, 2009 Mr. Ernest Christianson, Regional Engineer DEC Wastewater Management Division 111 West Street Essex.Jct., Vermont 05452 Re:.WW-4-3256 Request for Additional information Proposed Office Buildings -1200 Hinesburg Road Meadowland Business Park - South Burlington Dear. Mr.. Christianson: n accordance with your request dated March 19, 2009, please.find attached a copy of the (permit to Construct from the Water Supply Division. This permit covers the proposed system expansion and installation of new fire hydrants. If you'should. have any questions, please feel free to contact meat 864-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures: - Permit to Construct Authorization cc: R. Munson; J. Jaeger; CEA File 08189 (All w/ enclosures) PAMWCADD Projects\2008\08189\Permitting\State\\AWChristVM Addl Info Lettermpd 40�.VERMONT Vermont Department of Environmental Conservation Water Supply Division Old Pantry Building [phone] 802-241-3400 103 South Main Street [in -state] 800-823-6500 Waterbury, VT 05671-0403 [fax] 802-241-3284 www.vermontdrinkingwater.org Public Water System Permit to Construct PROJECT #C-2328-09.0 WSID 45091 PERMITTEE: Munson Earth Moving Corporation ADDRESS: 85 Shunpike Road Williston, VT 05495 PROJECT NAME: 1200 Hinesburg Road Office Park TOWN LOCATION: South Burlington, VT General Age71CY of Natural Resources PIN #EJ09-0047 E I D APP 13 099, The referenced planning documents are approved in accordance with 10 V.S.A., Chapter 56, provided that all conditions listed below are complied with and continually satisfied. .p Inc. This Construction Permit, with conditions, is granted based on a review which determined that the proposed works, if built in accordance with the approved planning documents, will conform with adopted design standards and will not constitute a public health hazard or a public health risk. The review and approval did not, however, include the structural engineering aspects of this project. Project Description The project is represented by plans and specifications prepared and submitted by Civil Engineering Associates, Inc., Consulting Engineers. The project involves an extension of South Burlington Water System's existing water main located along Hinesburg Road. The extension will be made with approximately 800 linear feet (If) of 8-inch and 3001f of 6-inch Class 52 Ductile Iron pipe, two new hydrant assemblies, fire suppression sprinkler systems with required backflow prevention, and appurtenances. The extension will serve two proposed office buildings with a design average day water demand of 2,309 gallons per day (171 employees x 15 GPD/employee less a 10% reduction in design demand due to the installation of low flow fixtures). The project is presented in the following: Sheet No. Drawing Date Lash �Zevision Date C-1.0, C-3.0, C-6.0, C-7.2, C-7.3 February 2009. None To.preserue; enhance, restore, anal conserve Vermont's natural resources, and protect h.timan. health, for the benefit of this.and fiiture generatiotzs. Permit to Construct 1200 Hinesburg Road Office Park Page 2 of 3 The total number of sheets reviewed by the Vermont Department of Environmental Conservation for this project is five. Project Conditions (1) All construction on this project must be completed by and the permit shall expire on April 30, 2011 unless written approval is obtained from the Department of Environmental Conservation which extends the expiration date. (2) This Construction Permit is not transferable or assignable and shall automatically become invalid upon a change of ownership or upon suspension or revocation. A successor in interest to the permittee may apply to the Department of Environmental Conservation for issuance of a new permit. (3) By acceptance of this permit, the.permittee agrees to allow representatives of the State of Vermont access to the project, at reasonable times, for the purpose of ascertaining compliance with Vermont environmental laws and this permit. (4) The Department of Environmental Conservation maintains continuing jurisdiction during the life of the permit and may require the permittee periodically to file an affidavit certifying that the project is operating in accordance with the approved plans, specifications, and conditions of the permit. (5) The project shall be constructed, completed, maintained, and operated in accordance with the approved plans and specifications and in accordance with the conditions of this permit. No changes shall be made in the project without the written approval of the Department of Environmental Conservation. (6) Construction inspection shall be performed by a competent inspector under the general supervision of a professional engineer. It is the permittee's responsibility to ensure that inspection is undertaken to assure that the project is constructed in accordance with the approved plans and specifications, plus any authorized change orders. (7) The permittee or representative shall submit as -built Record Drawings to the Department of Environmental Conservation indicating the system as it was constructed, including any field modification. Record Drawings shall. be developed by the professional engineering firm responsible for observation of construction. Record Drawings shall be submitted within 60 days of final system field approval by the responsible engineer. (8) Prior to being placed in operation for domestic use, all new portions of the system shall be flushed, pressure tested, disinfected and flushed again. Following this procedure, at least two samples must be collected from representative sample points and sent to the Vermont Department of Health Laboratory at 195 Colchester Avenue, Burlington, VT 05401 (or any other Vermont Department of Health certified laboratory) for Bacteriological Examination of Public Water Supply and indicate on.the form that it is for a new system awaiting approval. Coliform Absent sample results are required before the system may be placed "on line" for potable water use. Permit to Construct 1200 Hinesburg Road Office Park Page 3 of 3 Appeals Pursuant to 10 V.S.A. Chapter 220, any appeal of this decision must be filed with the clerk of the Environmental Court within 30 days of the date of the decision. The appellant must attach to the Notice of Appeal the entry fee of $225.00 payable to the State of Vermont. The Notice of Appeal must specify the parties taking the appeal and the statutory provision under which each party claims party status; must designate the act or decision appealed from; must name the Environmental Court; and must be signed by the appellant or their attorney. In addition, the appeal, must give the address or location and description of the property, project or facility with which the appeal is concerned and the name of the applicant or any permit involved in the appeal. The appellant must also serve.a copy of the Notice of Appeal -in accordance with Rule 5(b)(4)(B) of the Vermont Rules for Environmental Court Proceedings. For further information, see the Vermont Rules for Environmental Court Proceedings, available on-line at www.vermontjudiciary org. The address for the Environmental Court is 2418 Airport Road, Suite 1, Barre, VT 05641 (Tel. #802-828-1660). Agency of Natural Resources Department of Environmental Conservation Laura Q. PAosi, Commissioner BY _�/G��y��./l!� Gary Schultz, Acting Director Water Supply Division Signed this $ day of , 2009. C: South Burlington Water Department Champlain Water District South Burlington Fire Department Civil Engineering Associates, Inc., 10 Mansfield Avenue, South Burlington, VT 05403 Ernest Christianson, Regional Engineer, Essex Junction Regional Office, DEC Greg Bostock, P.E, Senior Environmental Engineer, WSD/DEC PID #C-2328 Permit File ACT 250 SCHOOL IMPACT QUESTIONNAIRE FOR COMMERCIAL PROJECTS This questionnaire is intended to help applicants gather evidence to submit under Criterion 6 - Educational Services. A letter or narrative from the Superintendent or appropriate school official may also serve as evidence. APPLICANT TO COMPLETE: Applicant Name: Munson Earth Moving Corporation Municipality: City of Burlington Title and Date of Site Plan Submitted: February, 2009 Sheet CIA Site Improvements Plan Number of Lots or Units: 2 Commercial Lots, 48,600 SF Office Space Estimated Number of Students: 0 Source of estimate: Internal experience SCHOOL SUPERINTENDENT OR EQUIVALENT TO COMPLETE: a) What schools under your supervision will provide educational services for families who will live in this project? Elementary school_ Middle school_ High school Orckird_ CC _��� Cz\ c�C- \ Frederick H. Tuttle South Burlington HS b) Do these schools have the capacity to accept the additional students listed above? (assume equal grade distribution) �J Yes or [ ] No r c) If "no", what is the deficiency? d) What plans are in place to correct the problem, including any capital construction projects ? e) Do you have other comments?."-,-, fl Are you available, after sufficient notice, to answer questions related to the above statements at an Act 250 hearing? wYes or [ ] No I certify the above information is true and accurate to the best of my knowledge. rositlon 'i c5ck- Datd P:\AutoCADD Projects\2008\08189\Permitting\Act 250\SCHOOL IMPACT QUESTIONNAIRE.wpd Ccomcast March 16, 2009 David S. Marshall, P.E. 10 Mansfield View Lane South Burlington, Vermont 05403 Comcast Cable 96 Ave B Williston, VT 05495 Re: Serviceability of 1200 Hinesburg Road (Meadowland Business Park) Dear Mr. irviarshail, The site at which you are planning to build 1200 Hinesburg Road can be serviced by Comcast, with an extension of the existing cable plant. It is Comcast's policy, at the request of an interested party, to extend the cable plant when one of two criteria is met. In accordance with agreements Comcast has with the State of Vermont, Comcast will extend its cable plant, at no charge, into areas that meet a density of 20.59 homes per mile. The area in which the 1200 Hinesburg Road is being built does meet this criterion. When a development does not meet the above criterion, Comcast will extend its cable plant when the interested party is willing to pay a portion of the construction costs by entering into a, "Contribution in Aid to Construction," agreement. Whenever possible, Comcast follows the power feed. when running cable. I will plan to do so here unless I hear otherwise from you. In a development such as this it is the responsibility of the builder to provide a conduit for Comcast's cable infrastructure. I have attached the details of our conduit specifications. Please contact me when you have a general construction schedule, so Comcast can plan accordingly, or if you have any questions. Sin Richard Hamlin Project Coordinator 802-846-2414 RECEIVED CEA, Inc. �l®0 �1 r�r> CIVIL��l 0� AJS00CIArr�, MCA, 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Tax: 802-864-2271 E-Mail: mail@cea-vt.com April 13, 2009 Mr. Bernard Pientka Fisheries Biologist Dept of Fish & Wildlife 111 West Street Essex Junction, Vermont 05452 Mr. Alan Quackenbush Chief Wetlands Ecologist Water Quality Division Dept. of Environmental Conservation 10 North Building 103 South Street, Waterbury, VT 05676 Re: Munson Earth Moving Corporation Act 250 Land Use Permit Application 4C1005-10 1200 Hinesburg Road, South Burlington, Vermont Response to ANR Comments Dear Mr. Pientka and Mr. Quackenbush: Thank you for taking the time to review the existing conditions and proposed characteristics associated with the 1200 Hinesburg Road Office Park project in South Burlington, Vermont. We are in receipt of your comments in the form of the initial e-mail from Mr. Pientka and the follow-up entry of appearance submitted by Ms. Jeannine McCrumb, Regulatory Review Coordinator for the Agency of Natural Resources. We have revised sheet C2.0 to reflect the inclusion of a naturally vegetated riparian buffer along the south, southeast and east sides of the site (attached). The plan identifies the means of demarcating the edge of the riparian corridor with the use of boulders in the open field areas and with the top of bank which will be created by the excavation for the site or the construction of the outer berm of the swale. Sheet C-2.0 and the Landscaping Plan (also attached) depict the removal of the existing stream crossing fill and culvert with the requirement that the area be restored as practically as possible to its existing condition. The landscaping plan Mr. Bernard Pientka & Mr. Alan Quackenbush Page 2 of 2 April 13, 2009 also proposes some plantings within the riparian corridor which are intended to augment the natural revegetation of this area that has historically been mowed for hay. Please review the plans for conformance with your previously outlined goals. Once the revised plans meet your approval, we will forward them to the District Commission and statutory parties for inclusion in the Land Use Permit application record. Thank you for your consideration on this matter. Respectfully David S. Marshall, P.E. Project Engineer \dsm Enclosures Sheet C-2.0 — Site Grading Plan — Dated Feb., 2009 and Last Revised 4-13-09 Sheet L-1 — Landscaping Plan — Dated Feb., 2009 and Last Revised 4-13-09 Cc; J. Jaeger (w/ enclosure) P. Keibel (no enclosure) P:\AutoCADD Projects\2008\08189\Pennitting\Act 250\Pientka-Quackenbush Cover Letter.doc E-Notification CERTIFICATE OF SERVICE # 4C1005-10 Munson Earth Moving Inc. I hereby certify that I sent a copy of the foregoing Comments from the Agency of Natural Resources on April 14, 2009, by U.S. Mail, postage prepaid, to the individuals without email addresses and by electronic mail, to the following with email addresses: Note: Any recipient may change its preferred method of receiving notices and other documents by contacting the District Office staff at the mailing address or email below. If you have elected to receive notices and other documents by email it is your responsibility to notify our office of any email address changes. Munson Earth Moving Corporation 85 Shunpike Rd Williston, VT 05495 David S. Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 Donna Kinville, City Clerk Chair, City Selectboard/City Planning Commission City of South Burlington 575 Dorset Street South Burlington, VT 05403 Chittenden County Regional Planning Commission 30 Kimball Avenue, Suite 206 South Burlington, VT 05403 stilton(a�ccrpcvt.org Elizabeth Lord, Land Use Attorney 103 S Main St -Center Bldg., P Floor Waterbury, VT 05671-0301 annact250@)state.vt.us i e � Bk f Amy -T. Marks Civil Engineering Associates, Inc. Mike Kundrath Vt. Dept. of Public Service 112 State Street, Drawer 20 Montpelier, VT 05620-2601 m ichael.kundrath@state.vt.us Craig Keller Utilities & PermitsNTrans One National Life Drive, Drawer 33 Montpelier, VT 05633 crai .kellercr� state.vt.us Louise Waterman/Brendan O'Shea Vt. Agency of Agri, Food Markets 116 State Street, Drawer 20 Montpelier, VT 05620-2901 lou ise.waterman(crstate.vt. us brendan.oshea a state.vt.us Division for Historic Preservation National Life Building, Drawer 20 Montpelier, VT 05620 scott.di Ilon@state.vt. us devin.cohnanastate.vt. us District #4 Environmental Commission c/o Peter Keibel I I I West Street Essex Junction, VT 05452 nrb-Act250Essexawstate.vtus peter.keiNjC(�state.vt. us VENTURE, LLC M I l i j I l l s/j l i j �, ` % n \� �m' rrl 1 , , Lu N�� • �I I11111D\R IVE•_ C ASS 111 r 354 •,. - - � �4 � Sri / p ti � •�- -- i .� ' � `� � ` � / t� �\��; /' =may .co a 56 n OWLEY CEA PR P TI LC /�- \ y S 14 iu ) �� If 344 I 1 d FF371 4 166 sPACEs O ,. 46.44 Ac. 0 i i • : �� / / �� PROPOSED FILL LOW)ON �J o 352 ro MUNSON \� ble � ARTH MOWl�IG 1 e 00 00 lQ\ 7-25 O EXISTING WF I '/�J +�.+ \ - _/ �/i — _ _ / �i — s���m,+ 00 °vat° `�\ TING '5' CHANNEL K, s \) TL. AND AEA \ O S �-- - s�f . �� — , ' ' ��� SHEAHA P 'INGTON �r 0 DATE: APRIL, 1200 HINESBURG ROAD PHOTO Q SCALE: NONE CIVIL ENGINEERING ASSOCIATES, INC4 Vo DRAWN: ACL CHECKED: DSM 10 MANSFIELD VIEW UWE, SOUTH BURLINGTON, VT 05403 SOIL STOCKPILE PHOTO LOCATION SKETCH .,,. QPROJ. NO: 08189 802-985-2323 FAX, 802-985-2271 web: www.cea-vt.com SOUTH BURLINGTON, VT A E DATE: APRIL, 2009 SCALE: NONE DRAWN. ACL CHECKED: DSM PROD. NO: 08189 s 'Now, PH CIVIL ENGINEERING ASSOCIMES. IIIC. 1200 HINESBURG ROAD 10MANSFIEL.DVIEW LANE, SOUTH BURLINGTON, VT 05403 SOIL STOCKPILE PHOTO VIEW 802-985-2323 FAX. 802-985-2271 web: www.cea-vt.com SOUTH BURLINGTON, VT r PHOTO SKETCH B No Text GENERAL NOTES: - 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed promisee. Existing utility locations are approximate only. The Contractor shall field v.* ag Wllty conflicts. AN dlscrapandes shall be reported to the Engineer. The Contractor shal contact Dig Safe (888344-7233) prior to any construction. 2. AN exleting utilities not Irrcorpotated Into the final design shall be removed or abandoned as Indcabs! on the plans or directed by the Engmear. 3. The Contractor shag maintain as -built plans (with ties) for all untlwground utilities. Thom plans shag be submitted to the Owner at the completion of the pd.,-L 4. The Contractor shall repoldrestore all disturbed areas (on or off the she) as a direct or Indirect result of the conatructlon. 5. AN grassed areas shall be maintained until full vegetation is established. It. Maintain all tree; outside of construction Units. 7. The Contractor chall be responsble for all work necessary for complete and operable radiroes and ufiHH 8. If the building Is to be apdnWemd, beckfiow prevention shall be provided In accordance with AW WA M14. The Site Contractor shall construct the water fine to two feel above the finished floor. Sae mechanical plans for doer detail. 9. The Contractor shall submit shop drawings for all hems and materials Incorporated Into the site oak. Work shall not begin on any Item until shop drawing approval Is granted. 10. In addition to the requirements set In these plans and specifications, the Contractor Mal complete the work In accordance with all permit conditions and any local Pudic Works Standards. 11. The tolerance for finish grades for all pavement walkways and lawn areas shall be 0.1 feet 12. Any dewatedng necessary for the completion of the mework shall be conahlered as pad of co ntract ntact and shall be the contractors responsibility.. _ 13.. The Contractor Mall coordinate all work within State Road R.O.W. with Town authorities. 14. The Contractor -hall install the electrical and telephone services In accordance with the utility companies requirements. 15. Existing pavement and bee stumps to be removed Mall be disposed of at an approved off - site location. All pavement cuts shall be made with a pavement saw. 16.. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor Mall confect the Engineer for verification before work cantinas on the Item In question. LEGEND ----388- - EXISTING CONTOUR see PROPOSED CONTOUR - - - - PROPERTY LINE ..---------------------- EASEMENT UNE - - - - SETBACK LINE - -SS GRAVITY SEWER LINE - -FM FORCE MAIN - - W WATER LINE - -ST STORM LINE - -OE OVERHEAD ELECTRIC - -UE UNDERGROUND ELECTRIC - - G GAS LINE -" - DRAINAGE SWALE. SEWER MANHOLE ® STORM MANHOLE HYDRANT ® SHUT-OFF 0 POWER POLE ® CATCH BASIN LIGHT POLE O ® DECIDUOUS TREE sC CONIFEROUS TREE l^rvwvww� EDGE OF BRUSH/WOODS SITE ENGINEER: r CIVIL ENGINEERING ASSOCIARSw INC, r 10 Mansfield View Lane, So. Burlington, VT 05403 802-8B42323 FAX: 802-884.2271 web: www.c0a-vtcom P COPYRIGHT © 2009 - ALL RIGHTS RESERVED 1200 HINESBURG ROAD OFFICE PARK \/T Rill ITF 11R Cf11 ITN RI IRI INIr-T(1 AI \/T f15df13 MEADOWLAND BUSINESS PARK ra r er m ea [� m � v 1f u r �'� ■ �C a 1a,56��,�9m�9F L1L+ S� •k.i: iiii� ✓ �H , ' �� -Al' , IPHASE I,, C014ST.RLICnow /�- •�� i I' ti 0`R0P0SED LOT 1B..\.\ I,1 6.92 AC. I II p ' * . ` � /�/�/ GFAPHIC SCALE 110 1 i-h - 50 ft. - aFjjF RECEIVED Copy FEB 2 3 2009 FEBRUAARY 23, 2009 City of So. Burlington Q " � ± 4Lt 9+V Y *x ' r INDEX OF DRAWINGS: Sheet # Description Pi OVERALL PLAT PLAN C-1.0 OVERALL SITE PLAN C-1.1 SITE IMPROVEMENT PLAN C-1.2 EXISTING CONDITION PLAN C-1.3 RT 116 PAVEMENT WIDENINGS C-2.0 SITE GRADING PLAN C-2.1 VIEW PROTECTION SECTIONS C-3.0 OVERALL UTILITY PLAN C-3.1 SITE UTILITY PLAN SL-4.0 SITE LIGHTING PLAN C-5.0 EPSC SITE PLAN C-5.1 FILL AREA SITE PLAN C-5.2-5.4 EPSC PHASING PLANS C-5.5 EPSC NARRATIVE C-5.6 EPSC SPECIFICATIONS C-5.7 EPSC INSPECTION C-5.8 EPSC DETAILS C-6.0 WATER DETAILS & PROFILE C-6.1 STORM & UTILITY DETAILS C-6.2 SITE DETAILS C-6.3 ENTRANCE DRIVE PROFILE & MISC. DETAILS C-7.0-C-7.3 SPECIFICATIONS L-1 LANDSCAPE PLAN & DETAILS DIMENSIONAL SUMMARY ZONING DISTRICT. INDUSTRIAL OPEN SPACE DISTRICT REQ'D. EXIST. PHASE I FULL BUILD OUT LOT AREA 3.0 AC. 6.92AC.* 6.92AC. 3.06 AC. LOTFRONTAGE NONE 507 507' 507 FRONT SETBACK 50, NA 140 14C SIDE SETBACK 35. NA -- 60' 41' REAR SETBACK 35' NA 433 73' BUILD. COVERAGE 30% 0.0%* 5.2% 10.6% LOT COVERAGE 50% 0.0%* 26.4% 45.691. FRONT YARD COVERAGE 30% 0.0% 5.4% 5.4% *Existing coverage calculattons based upon proposed subdivision line PARKING TABULATION ( OFFICE CATEGORY) --- REQ'D. ---•-- PHASE -- FULL BUILD OUT 3.5 PER 1,000 SF 15,000 SF l 1000 x 3.5= 53 SPACES 48,600 SF 11000 x 3.5= 170 SPACES TOTAL PROVIDED = 99 SPACES TOTAL PROVIDED - 249 SPACES Owner/Applicant: MUNSON EARTH MOVING CORP. 85 SHUNPIKE ROAD WILLISTON, VERMONT 05495 1; ZI1 j 19 BURLINGTON B ; I c PROPERTIES, L.P. LEGEND of SYMBOLS - M. GRAVELIN 'I I - Vol. 514 Pg. 272 \ \ _ "` _ - SUBJECT PROPERTY LINE< _.._.. I o V.I. e7I Pg. en OTHER (APPROX.) PROP. LINE a 1 CMFa (2) ��� lRF&CAP �� n,W 586.72 FLSH \ / S83 03 3 HIGHWAY RIGHT-OF-WAY APPROXIMATE EASEMENT LINE \ _ _� - -� Ras•sra \ - IPF/IRF 0 IRON PIPE/ROD FOUND (NOTE 4) 2r.r4' Ln SUMMER ICE I 0 Ia _ �\ .JOINT VENTURE - I CMF p CONC. MONUMENT FOUND (NOTE 4) II c,1 t''c / - \ ���� VOL 387Pg. 439 CMS O CONC. MONUMENT SET (NOTE 3) I EAST MTN. VIEW, LLC 9O � Sv 0 va. F5 754 Pg. s3 - �1^'- / / � ,���\ IRS/P O IRON ROD SET/PROPOSED (NOTE 3). \\ sr I AG / BG ABOVE / BELOW GRADE (FT.) n/iRYE -1 1 IRF N83'01'54"E A°�// /� / 1 \9�t�yQ o n/f NOW or FORMERLY I m I FLUSH 12.55' ,cc� /! a t,\O�\ Ig Et EXIST. EASEMENT (NOTED CMS - - ov// _ / �•.o - sr�, 'I'd+o/% \ E7 E10 PROPOSED EASEMENT (NOTE) Pk E a / g FOX ROF UN (JW/ gDEDICATION� LOT 1A CEAPROPELLC o // // \ I LOCATION MAP - Vol. - I Pg.421 Q 796 Pg. 421 NOT to SCALE J.& S. ROWLEY h // P��sEO / �0 \ AIRPORT 1 IRS Vol. 91 Pg. 49 - E13 E10 ` APPROACH - SURVEY NOTES - I CMS ®_ - 10.00. / O - I ZONE 1. PURPOSE OF THIS SURVEY AND PLAT IS TO DEPICT BOUNDARIES OF LOT 1 OF THE "MEADOWLANDS - \ N83'49'21E - _ ✓ . BUSINESS PARK' SUBDIVISION (REFERENCE PLAT A) AND TO DEPICT THE PROPOSED SUBDIVISION OF ` 0.00' l P i -.--v LOT 1 A 6.921 ACRE PARCEL (LOT 1 B) THEREFROM. OTHER PROPERTY LINES SHOWN ARE APPROXIMATE, N83.49' 21,E c,I7 �' AREA: 46.42 AC. CURVE DATA ` FOR REFERENCE PURPOSES ONLY. $ dN83'49'21"E _ 37 �0 . _ _ - -' - R= 540.15' IRF&CAP ri IRS - __ . _ - - - PROPOSED AREA: 39.50 AC. L= 337.12' I LJ'BG 2. SURVEY CONDUCTED DURING FALL•WNTER 2008.2007 AND CONSISTED OF A CLOSED LOOP _ -. =IRS-' _ Ell _ - i '� I C= 35'45'04" - TRAVERSE UTILIZING ELECTRONIC TOTAL STATION INSTRUMENTS. BEARINGS SHOWN ARE FROM E16 216.00 I - ' ` - - m Ch- 331.68' GRID NORTH, VERMONT COORDINATE SYSTEM OF 1983, BASED UPON OUR RTK GIPS OBSERVATIONS MUNSON EARTH MOVING' - ChBrg=N65.21'02'W I ONNEAR THE SITE BEARINGS MAY DIFFER FROM THOSE SHOWN ON THE REFERENCED PLATS. 1 1 \'. p w - CORPORATION - / 3. NEW CORNER MARKERS SET OR PROPOSED TYPICALLY CONSIST OF 5W X 40" STEEL REBAR OR 4' 1 1 .1 Et4 jll$ 1 \. .. Vol. 651 Pg. 152 U . SQUARE CONCRETE MONUMENTS WITH ALUMINUM CAPS OR DISKS STAMPED "CIVIL E14GNEERING Z I I V ASSOCS. - VT LS 597`, SET FLUSH WITH EXISTING GRADE CITY Of I m 1 LOT 1 B1 I - I Qy. 4. CONCRETE MONUMENTS FOUND ARE 4' SQUARE UNLESS OTHERWISE NOTED. IRON PIPES FOUND 1j I _ ARE 1' INSIDE DIAMETER UNLESS OTHERWISE NOTED. IRON RODS FOUND ARE 518" DIAMETER UNLESS So. BURLINGTON = 0 1 AREA: 6.92 AC. Ii mQ yA OTHERWISE NOTED. I M `il I - _ 1 _II Y- : E72 --'I - I _ O OVVV ^� 5. VERMONT ROUTE 116. ALSO KNOWN AS'HINESSURG ROAD' IS A PUBLIC HIGHWAY WITH A RECORD / ) rp Q �p WIDTH OF 4 RODS (66 FEET). THE SIDELINE SHOWN HERE ABUTTING THE SUBJECT PARCEL IS BASED UPON OUR ANALYSIS OF MONUMENTATION FOUND AND THE REFERENCED PLAT. THE CITY OF SOUTH BURLINGTON IS CURRENTLY CONTEMPLATING THE WIDENING OF THIS PORTION OF HINESBURG ROAD TO A WIDTH OF 80 FEET. 14 n 0.ryh EAST LIMIT Of PROPERTY -EASEMENT NOTES - THAT MAY USE PROPOSED SINGLE I I Il'l E73 / I DRIVEWAY ONTO VT 116 AT STA. - "'1 tiDt 103+30. NO OTHER ACCESS POINTS ro E-IARE THRO E-8 ARE EXISTING EASEMENTS OR OTHER RESTRICTIONS EFFECTING LOT 1, OTHERS LISTED I j1 "FIB vgovoseo 4V / _ I� AT ROUTE 116 PERMITTED. ARE PROPOSED:. O ACCESS EASE. ((( - 20' PEDESTRIAN 66' PUBLIC 1 J 288 py' I EASEMENT I E-1. A 200.F00T-WIDE "OPEN SPACE BUFFER" ALONG THE SOUTHERLY LINE OF LOT 1 AND ALONG A R•O. W. Ig 2iy� I RP I SOUTHERLY PORTION OF THE EASTERLY SIDE OF HINESBURG ROAD. (SHOWN) IRP S83'49'21"W j I I -) - l L - - - E•2. A IMF00T-WIDE'CONSERVATION ZONE' ALONG THE SOUTHERLY LINE OF LOT 1. (SHOWN) PROPOSED 1 E74 REM EASE. 2e 1 �- i' E•3. AN APPARENT 15-FOOT-WIDE PEDESTRIAN EASEMENT ALONG THE EXTENSION OF THE II - - V SOUTHERLY LINE OF LOT 1, DEPICTED ON REFERENCE MAP A. (SHOWN) 'IFI- zoo' I r .�' m E-4. A 20-FOOT-WADE EASEMENT TO BE CENTERED ON A PROPOSED RECREATION PATH SHOWN ON REFERENCE PLAN A AS MEANDERING, BUT GENERALLY PARALLEL WITH, THE SOUTHERLY LINE OF LOT %PF_1. (SHOWN)20' PEDESTRIAN �.._-. -. _ - rOPEN SPACE EASEMENT -� - _ -.. _..- _ - LJA UBUFFER' 1 _ 440.43� E-S. A 20.F00T•WIDE PEDESTRIAN EASEMENT LEADING NORTHERLY FROM THE "LEDGE KNOLV (P N83.40' 38' E. _ � _ - N83-21'00E n/f JOHN SUBDIVISION TO INTERSECT WITH THE MEANDERING RECREATION PATH MENTIONED ABOVE. (SHOWN) Ez I 1 i - - -' - 152.21'= < -4 �.& R. LARKIN, INC. I IPF E-6. CERTAIN RIGHTS OR RESTRICTIONS APPURTENANT TO THE AIRPORT APPROACH ZONE", AS 100' CONSERVATION I _ ............. - J - N63.1517�E 523.57 2 BG 1.2 AG Q Q Q, PENN►NGTON / Vol. 6g1 Pg. 783 - DEPICTED ON REFERENCE MAP A. A PORTION OF THIS ZONE CROSSES THE VERY NORTHEASTERLY ZONE _ _ - - _ �� 0 G a a Z VoL 208 Pg. 32B/ PORTION OF LOT 1. (SHOWN) 1 Q 1 1 1100, - _ 0.6 AG Z < < \ N Qe 1 i m 1 ,� I ��,WO I E-7. LOT 1 IS SUBJECT TO AND BENEFITED BY AN IRREVOCABLE OFFER OF DEDICATION OF THE T - - # g - 80-FOOT-WADE RIGHT-OF-WAY SHOWN AS "MEADOVA.MD DRIVE' AND FORMERLY KNOWN AS "SWIFT B.C. GARDNER 1 w \ o dr C I D Qi STREET EXTENSION'. 1 1 N u Vol. 692 Pg. 353 - - O C a- E-8. CERTAIN RIGHTS OR RESTRICTIONS APPURTENANT TO THE "HINESBURG ROAD NORTH SCENIC 20' PEDESTRIAN E3 1 li • ' 7_ \ - ww 9= _, Z , a - PROTECTION ZONE', AS DEPICTED ON REFERENCE MAP A A PORTION OF THIS ZONE CROSSES THE EASEMENT 414 77 IRS I U _ (P Tr1 - I - I, NORTHWESTERLY PORTION OF LOT 1. (SHOWN) N8210 30 vl ryry E-10. PROPOSED 3V STORMWATER &SANITARY SEWER EASEMENT OVER LOT 1 TO SERVE LOT 1B. CMf - /1 r ^ r' " E D I ROACN ZONE' - - - 1 0. I'BC _ �� _ \ I o .. K C `�/_ C V LWP i E-11. PROPOSED NON-EXCLUSIVE 10• SANITARY SEWER EASEMENT OVER LOT 1B TO SERVE LOT 1. TO 13UTLER DRIVE BE CENTERED OVER UTILITY AS BUILT. n/f D'ARAN I . GRAPHIC SCALE - - - - E-12. PROPOSED NON-EXCLUSIVE 10' STORMWATER EASEMENT OVER LOT 1B TO SERVE LOT 11.70 BE \ A 190 0 75 150 ]00 e00 FEB 2 3 C;Ay3 _ _ CENTERED OVER UTILITY AS BUILT. I I E-13. PROPOSED NON-EXCLUSIVE 40' ACCESS EASEMENT OVER LOT 18 TO SERVE LOT 1. E-14. PROPOSED PUBLIC 2V RECREATION PATH EASEMENT 40'ACCESS EASEMENT OVER LOTS 1 & 18. c IN Few) City of So. Burlington L Inch - 150 (fr E-15. POTENTIAL 1 V EASEMENT FOR FUTURE WATERLINE. REFERENCE MAPS or PLATS A. "MEADOWLAND INDUSTRIAL PARK", Revised Date 8/2711996, prepared by Trudell Consulting Engineers, Inc. Vol. 386 Page 98, South Burlington Land Records. S. "LEDGE KNOLL SUBDIVISION -HOMER & MARIE DUBOIS", Revised Date 1/1911985, prepared by Trudell Consulting Engineers, Inc. Vol. 197 Page 42, South Burlington Land Records C. "PLAT OF LAND OF SEMICON COMPONENTS, INC.", Revised Date 8/29/1986, prepared by Trudell Consulting Engineers, Inc. Vol. 200 Page 71. South Burlington Lend Records. D. "BURLINGTON PROPERTIES LIMITED PARTNERSHIP", Revised Date 9/15/1995, prepared by Trudell Consulting Engineers, Inc. South Burlington Land Records. E. "PROPOSED RECREATION PATH EASEMENT OVER LOT ( - MEADOWL4ND BUSINESS PARK TO BE CONVEYED BY: MUNSON EARTH MOVING CORP.", Dated 8/3/2007, prepared by Civil Engineering Associates, Inc. To be recorded. To the best of my knowledge and belief this platproperly depicts the results of a survey conducted under my direct supervision as outlined in the "survey notes" above. Existing boundaries shown are based upon our analysis of physical and record evidence recovered, and are in substantial conformance with the record unless otherwise noted. This plat is in substantial compliance with 27 VSA 1403. Statement valid only when accompanied by my original signature and seal. --- - Date Ch'k'd Revision Drawn by ACL/TRC Date FEB.23.2009 Checked by DSM Scole _1" = 150' Approved by TRC Project No. 08189 SUBDIVISION of LOT 1B from LOT 1 MEADOWLAND BUSINESS PARK for: MUNSON EARTH MOVING CORP. VT ATE. 116 & MEADOWLAND DRIVE CITY of SOUTH BURLINGTON, VERMONT CIVIL ENGINEERING ASSOCIATES, INC. I SHEET i 10 Mdnsfield View Lane South Burlington, VT 05403 ®_ 1 802-864-2323 FAX: 802-864-2271 web: www.cee-vt.com I !'OPYRICIIT U ieeU -ALL RIf.11T5 ft6rAYep i\ PANNE P P R /IE , L C l "'1 \ I/ ' �`� `'' \ \ ` \ `\ \ \ - - \ / t \ / .. , �. \ \\ i� \ \ 1 1 1 ! / / / 1 l / 1 / / / / 1'.'.'.'.•. •.. SITE ENGINEER: r / RYE&BR/SSOM , / I 1 , , ,_L _ T C - ! t J 1. \ \\\\ l // I t / , !\ / / /� �•:•:•'S' •'� \ \ \`�/!, \ \ 1 1 I4 G V LIN 1 ! / II\�_, \ 'IN \ \ \ / / - I �..' i 1 V• . •'•'•'•'•r r IN.\ 1 - \1 Bil18L/NGTO PROPER lE3 / /� � 1 \ 4y r ! I 1 I , I `\ 1 1 / ) ` \ I ( / I _,� '._s •.•-�!: t -' I'' / c CIVIL ENGINEERING ASSOCIATES. INC, r \ I \ I I ll / r / / l / ! i I ) I 1 \ r •. ,i ` \\�1 I ,_' t L�*7f&�PARTNf�?SMlli / 1 ," \ i. . r. .' �'. . . .'C' i J'.'.'.'.':' ' / , a \.'.'.'.'.'.' '.I'. 10AW0mD YEWw� SoOIHBOMMM, Vr CUM �i \ II \ l I I / I I ( �-�T I 1 \ �__ `J \1 J ` ,\C'C•.11 \\ �\\ � / \ ) �•. I �. .' T.'.'j,',',', r `. 1 -I I I r •X i •.A .1.i....'.. Z'..•'..''.'.'..''..'i.s'i'.''.•'..•'.'•'• 10 \ r :.'.'.'-�' -. C1 S•...± ? } ecoDzP•eYaeatDzDaixs ® rewzeDzaa-�n, w.e: www.o...ecDD, 1 l \ / / / ) \ \\ � ( 1 t - � ;'_ / / � i / I .�,. __.•...� • \ \ - 1I I 1 I r 1 i� 5\ l \, \\ _ I I \ \ / \ \_, �� \ \\\ \ / \ \\ ,\ r� j 1 .:i _._may._. _._._. �' I I III _.� `'•'��) " ACL \; \` `'e \\`� l �\ ,-!�_ , - �f-: "- f' �' ,^\ ( „r._._ 1,II\�•LI•, rUMNi�R ter/ — N. \ 1 I I' 1 \\ ; ,1� cDSM \ 11, 1 / I � / i / / � .-\ �-."-_. �_---�� r „r` ` 1 , / 1 ,� I � J� 1 I I1 l '\ '-I\ , I I \ _, ; ,' / / ,�- _ r , ,I' u 1 t \ I I \ 1 .� .rwovm It 1 1 1 I l l ! ` ( �-\ \ \ \ 1 / r \ DSM fit\ 1 / l - \ N� 1 \ i. • •' •'�S OWNER: N. N J \ -\\ /� ,' \,I 2 -__ =_ `,-= ss il _ 1 MUNSON RYE 11� i rl ' `_� ,� 1 `\ \I , 4.47-Ac. 1 �' �\` \ ! 1 • \ ¢AST ou N ' > > I �� ! 1 IN %'-�l1'i' 7�_N1' EARTH MOVING >MMER /C OINT A LC CORPORATION \ 1 _ S--••tom y: l._ �, - ;� /1\ 1 85 SHUNPIKE ROAD 1 � I I 1/I �U I j ^` ` -. � � fr i ! \ t I f l I II p �`rl 1 i� // ! 1 c , I, / \� IN, \ c� 11j I III , I 1 L ,/ WILLISTON, r/ \ \ \I I +..•.:) \ VERMONT rD iI DRrvE,,l-\"I1 % / /J\.\ FOX RUN $ a r. rl , I cAs / /,�a�, I ��= - II _\'', �1::.. PROJECT: 75 ( / / `� I �'y �J ,' \ h r�i f{\114)li . •+• Emn 1 I \ \ I ! / ' - I _ '� 1 k�( 1_ t 1200 HINESBURG ' ' \ ; \ \, \\ A ,Ov#cf 1 .. " \ % ; / I f� i I -I I �� ,�\ 1 _S` a7:� `/�C. y ►p , Il, .. ( -o V' �\ 1 \ \ \L f/ i (� Zt`,_ \ - - l� rJ z.--- / ) I ,I `` '� y` � -- ,� _ � 1'! � \) ; c / ( r 1 !^ �- / .� � �\` ' 11 'J- ~ �I\ �_. SUMMER/CE DINT "r I \ r���il �,1 �,l•:�• r ' ROAD OFFICE PARK - - i.... I / I r-� ( ?�/1•,%'a = LOT 1B > j r l / r / �'�� I .. � 'F` I `� _ �. � 1 � ) \ •� � VENTURE, L,kG�'' Q CEaPR I I Tl ¢ c /� �" /�'�✓I..4�. I � ,) i il` '� r _ �•� . _- r�-c s - =✓— r, MEADOWLAND �. /'_ '> ; I I ; ; I — — -• — —_ BUSINESS PARK Ln SOUTH VVT.RTE. 116� t . .-. OUTHBURLINGTON i O - - / ,} l i / , - aes \ \ I I l > > P / �j \ VERMONT _ - ;l , I ; 1 , \ \I ;�,/� ✓, , �4s --'' ,r'I'` \ 1 1 I I\\ \I t / /1 I I/j.r/%�/%,��/ 9�r \.�` , I I \ I 11, I % , / \ I , rt (/ !. (/- - r / • ! 1 , I / /F 1.1 i / 1 -1'�a\ A f ` 4".'.'.'.' ��:-'P-•OO o ;LLC •.':'N. D .•• :� .'• ' „e J N - - \ W d %I i I 1 I I \ I / , 46.44 Atf \ I , / I / e \ \I 6,NN N ��II�1\ fd�-. L---/ / I )� r�rA, I � ,/ � I ,.�1\,1 \ II 1 II , � I� I '1 / �` �.•.�.�.' 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I r `, to \ ill ` IOII I .7.': .:. . j 1•=� / s91 1 , / 0 �'_ j ' / w \ 1 ' \\ \ 1 1 I 1 / I I I(' ` \ f / / ••':�.5.'.'.'.'.' . l , , ' L2 , i i Iml I < \ \ 1 I \ \ \ \ ,- I ` h / . / / / \ \ \ 1 �� U nCe Dt� lxvmm - \ ( I`\ i[[,'1 , / �Ivp+ \�, I ! ra -\I \ I \ - I MAX/MUIMI LIY{OH/A�LEI��� R��� OO - - \\ ( \ �I I 1 r ' ' Wi \ _\ ' /� IG J \ 1 \ 1 /\ Y T��// + /1 1 \ 1 \ 1 \I I / `TOP OF `iC RE -. l� r l , t 00 1 / I , Je I c \� ,�LEVATIO (�'P _ O - -` C / ES T 1 FO� SB6TlOM$ \ R _ I _- - / - - ` J\\ � \ / �\ i • ��, /I r r � I /{JL(,��H E �.INE!S (T1'P\) � \ - �\ r I _ - � � _ l / �O �\\ I - --. t.-�-_'�."� LS' �.-- � 9�_• "'J- ! / , ��- „ I 810 O \ / �(�// l i Ill \1 i`i' 1 / / d �>� .I_► .�-' _�_ _ Imo, /�cQ _ l \ ).,_.. \ ' i _ =� J r T - ✓'! 1 I .� / / I— ,I / g ;— »6-. \ \ _.y._\.\.\ !- t..�, A , EXIS77NG WE $Oihl6A- 1 IEJ1�5T/NG 5' CHANNEL t _ U) 1 U / / _t=a; —_ , -J _ } _ _ o _ - (� l 1 c�eTL AND ARE , B�6 _, SHLAW - 9_ TaN;,,\,-\,�rl ; i2 E C E I V E D\ �, / / (,/ r {� ( _i _ o , r \ ( - ► (t_v, \\\ \ OVERALL o / I �1f I \ Q I Q I \\ 1 I SITE PLAN , , \� ` ` 1 8 ,\\\\\\� �1\�� 1\l I r' FEB 2 3 Zoo DUBOIS :\ EXl,9T T4AND IA L°,�ru r \ / \ \\\\\\ i // II ,�, ` ;I j &)it, -STREAK HAN/�/�C�c.lPIJ� _ 6 R�IER 1\ /�^'l;11/LE r ��/ 'V✓ /� ^\\`�\\Ill\\\`ml \I t ; KN Q - - - , I I ; -� ► r,_�.�� , 1 1 _ \ ,. _ I\ \, 1 Ciiy of So. Burlington _ — "`� \ _%NETS `\ Y : / /r - - - - . - 1 \ 1 1 \ \ \ \ 1 \ 111' l l 1 I \ \ I 7 I \\ \ i, / \ o\ 1 p U ' III II �' -c S2'10'30 E _) ��/ I \ \ \ / I `) \ \ / \ -� \ �,>i� \_ r ✓���J/r \ Ill\ \\\\\111111'll I \ — 1 \ / 1 \ \ / �.` \`r 1 / I tir\ `\� i , / I 1 _\101\I 1111(If 1 ` — — DAra Deuxcxc ammea _ , \ ,! I I_f < <_- �' 1 1 `\ I,, Illlw, 111///j I ( 1 (. \ I �— --c,- FEB., 2009 � I \ / / I -\ \ \ r\�� r \ 11 1 1 \\ 1 1 I I I I I( -t- \ \ r ` `� - GRAPHIC SCALE Q , _ II ! ." i -\ \ \ !:v \ \ - ! % � / \ I11 Inu,lll I , t"=too' II i 1� /i', -� \ Irl\� \ulih,11111W) i i ML ND. I coon .—iool M 08189 oj I SITE ENGINEER: --- — --------------- PMITTED BUT NOT CrAfil ENGINEERING ASSOCIATES. INC CONSTRUCTED BUILDING A IOMMR&D WEWLVE, SOM&FLINGII(X Vr VAM Dun ACL cacao0 00 DSM 2120-00' z co (p, C) DSM Ali r OWNER: PEDESTRIAN �illlllll .......... 237-00 r- 6 MUNSON RETAIN CONNECTOR PATH A EARTH MOVING HYD x NEW EX. TR HYD. CORPORATION EX TREE 1,4 > f 85 SHUNPIKE ROAD \ A\ 19 k ST WILLISTON, CO NED VERMONT UM�D ER ON CLUJ 8 1—ky PROJECT: 2 D 2 2 14 1200 HINESBURG & OAD OFFICE PARK LOTTEPS 41 RlB u I EDES y MEADOWLAND /18-,MDEiMPL , < PARKING/. qPE BUSINESS PARK DRIVE Cl . CUR 5 ljCR VT. RTE. 116 SOUTH BURLINGTON SIDEW Lx C. CURB VERMONT C CRETE --SIDEW If f 00 ( 4 STE S RAI 0 89 &1 116 C) d) 91* + It Ln K 1 0 m :-j 0SOR RA-1C, — COMPRE� ON ------ - DEDICATED PAD URBED TUIN LANE N D FUTURE DPMPSTER SIGN EW 5+00 LOCATION MAP 00 lly�-+oo T—f y 1— 2OW 00 C)II w ii'r 1+00 3+00 0 0 1 1-1 2+00 2 REr/ IVED DATZ McN C. 00 CURB B 113 2 3 2" C) 9 00 Cu r N -------- 6 00 C) COMAREESOR PA9//',, Cj* -�f'So. Burlington C) PAVEMENT YkANSFIORMER/ WIDENING (TYP-) PAASE� I u '6oN§TRU-CTl0N (1) SITE LWfTS& CD IMPROVEMENT CL 0 CD PROPOSED LOT lB X/ X PLAN -------- z 00, oo 000 A 6.92 AC. co- 4, 61 Fli DATZ DRAVINC mt� FUTURE &CESS DR0 rU FEB., 2009 I.��FOR FUTU -DEVEO�PFJN 0/\/_ r . — -//` /�_/ /' -/' GRAPHIC SCAL'F '41 41 30' C-1 1 00 1 t 02 1 '-h 08189 E USTING l I HOUSE I IDBSDNG I 1LI GAHAGE I pawi MR 01111 gal '��© � 1 � 111►1111111I�.11111�1 1 lWIN 715i 1 SYRRE ON ■..,F r. 1 722 1 '112w IN119 -me.mmid Nevv Building -rwo story Q / f / i nReowne GRrnI Mr xoveu FOLTFRM,ItN[ 9TANNG -341N. wroC. soon. eau s,nelcm 'NTRtB nrtlwRne ro 9rAxn. rwM auLxlou9 rRen t0 rROMO[ 6 rt QLNW%2 aOJSG[Ni �°nwrl�o �sN10 �rax iOrrEF-FRaN °aRe1D nweTREE rwAlK - _-� z. IFEEwroR +_- oR r+19'Jvro taUK _ _ -L - wlrx rxzL rMua.00 Nor Aw uo wu •K ARDWDOmRT NDwVCN M1RM.v IM09UB 4.9NICrR =LF= neatr0 wuD �F«M nx9n cRnne -1 = i as vmm�o' Irw. 2%DNL OIA MNR [OGt« �mIcaM.-�1e �N TIONwP..lIOU6 xorn, 'ttT1OH rue so mnrraor Ro«n-utuevell wrrn me nNrn c¢nDe. i I ,l I .Hurt 2 !TARING A9 REOIxR[D DOLT N 9INAMMS Wnrle TRV9 WrLL a 9UDROrtD TO wMW cononlONs As oereRNANeO mme Fwzecr LANo9eve AxmIIUT 9. rRLn 9nNL tl GUARNIrreD NR A FngD «MO TFAU Artnt FIANrY1G. ,. IXAAAxt [NIIR[ 1R[e NO R[AIOVE ML 1RALSDLT TAG!. F«G 9rRe1GnW •JI,RNL�OR TDn�w,rwt�ND. DECIDUOUS TREE PLANTING DETAIL NTS 1 I AFBOwrIl GPRN MTKWDI IMOAITn,DF„eNt 9TNWlG _ _ = RIAL- 3l1 w. wAR. soo n. BRGK 9rRpIGln --TREE INRn1 _ = = FAIR FRDJoA�RomT�rM[9. TD NnP Tu! rROM NDwNc SITE MIL ENGINEERING 1 ASSOCIATES, INC. iowknabw viAmE, SOUmwAuNOTON, K osm 902-0eF2T29 FAX II4) nIf wa0: www.cnHrtcarn RPYpeRT ®zee. - nN. NaR1D Reasmm LANDSCAPE ARCHITECT: a zcete-xTTe .� y oz. zvA o. DMllll MCL CREDI® MCL APPROVED MCL OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT e _ I II MALST =- 1 PROJECT: 2 MA 6 HYDPT =- FF = 371.4 1 = _-DN. I _ rLxsLow-RneAx o�D R n� 1 1 + ` 1200 HINESBURG I MALST =_ _ wJ rxrxrL nuew.aoo srMoowveu wuK ROAD OFFICE PARK 1 LOT 1B MALST + I r ALL MEADOWLAND 3 AMECA 1 -BmR�9DR 1 - 2 SYRRE I � ,« N3 «RDOrewl BUSINESS PARK I. I I MAL?.--ro,naxracxn'_ - _ .A.a,N�NNN.. zx BNL qA INew.,V'Ner [DGG« BI[AYATIDN W9nDVCL VT. RTE. 116 3 PICPF = - _ 9e�ION SOUTH BURLINGTON 6 HYDPL =-_-_ _ _ _ _ _ =y= - _ INO1rw�-r,Ra 90 mnri««.DDr z. s Axew A5 uauRm orAr N 9lrwrlole mNDlrlou9 As one ulw 1n s.rR¢59nALLxeunRAxreeD roxn MxteBIBI wIm,IR r.nn cRr,o[. wncu iReo xu a slJerGrm TOWNm ra rROJccr uno9r .re Aurotcr. rcwoo«rwo wnAFru MNrwG VERMONT �yEVERGREEN NTS W. ��� ���` 1LIf iIL II 11=�IF111 I Q _ _ _ - - -y _ _ 0' W// G�' 90' 1 20' O__ RMOVC NI NUR9[Ar TAGS, F«!. 9rwxG. AN0 M1N.GRIG nLANT IH 50 THATT i OF RD 6 ewl cairn m[nNBn�c.,�[. 3. � �Ona�x ruN,un[m rae A rewoD «rxo TUIa LOCATION MAP T' � 2D00' -4,-Graphed Jc$e x ----_}_- SHRUB PLANTING DETAIL DATE clmcnD Rrman NITS 3.9+A DO.x M P'Dp¢ LI SwF P-6 PLANTING SPECIFICATIONS PLANT LIST KEY QUAN SCIENTIFIC NAME COMMON NAME PLANTING SIZE/SPEC. I, FLANT NAMES INDICATED 5HALL COMPLY WITH STANDARDIZED PLANT NAMES- 13 SHRUBS AND 5MALL RANT5 5HALL MEET THE REQUIREMENTS FOR SPREAD AND 25. DRIVE HARDWOOD 5TAKE5 I' BEYOND EXCAVATION, TIE ARBORTIC 5TAFING A5 ADOPTED BY THE LATL5T EDITION OF THE AMER CAN .PINT COMMI551ON OF HEIGHT INDICATED IN THE PLANT U5T. 51NGLE STEMMED OR MIN PLANTS WILL NOT MATERIAL TO 5TAKE5 AND WRAP OVER TOP Of ROOT BALL -ONE OP HORTICULTURE NOMENCLATURE. PROVIDE STOCK. TRUE TO BOTMK;AL NAM[ Be ACCEPTED, TWIST AROUND TREE TRUNK. AND LEGIBLY TAGGED. AND AMARA 7 AMELANCHIER ARSOREA'AUTUMN BRILLIANCE BRILLIANCE SERVICEBERRY 10' GAL. CLUMP AMECA I I AMELANCHIER CANADENSIS SERVICEBERRY 6-7 FT. CLUMP 14. TIME OF PLANTING APRIL 15TH TO OCTOBER 15TH. 2G. MULCH TREES AND PLANTING BEM WITHIN 48 FLOURS OF PLANTING. AND GRADING STANDARDS OF THE LATEST EDITION OP 2. COMPLY WITH STANDARDS 'AM[RICAN STANDARDS FOR NURSERY STOCK'. 5. BEFORE STARTING WORK, REPORT ANY DEFECTS ON THE SIT[ SUCH A5 INCORRECT 27. SATURATE INSTALLEDIN RANTS WITH WATER DURING MAINTENACE PERIOD AS OFTEN COMANCE Of THE Mf OF WORK BY THE q5 NECESSARY TO INSURE PROPER SOIL MOISTURE. GRADING, TO THE LANDSCAPE H15 ACCEPTANCE 3. ALL PLANTS 5HALL BE NURSERY GROWN. CONTRACTOR SHALL INDICATE H19 ACCEPTANCE Of THE AREAS TO B[ RANTED AND CORAL 1 S CORNUS ALTERNIFOLIA PAGODA DOGWOOD 7 GAL. COKOU 2 CORNUS KOUSA KOUSA DOGWOOD 5-6' 22 CORNUS PUMILA DWARF RED TIPPED DOGWOOD 2 GAL HE 5HALL A55UM[ FULL RE5M SINUTY FOR THE WORK OF PUNTING. 20. PRUNE TREES AS NECESSARY TO REMOVE DEAD OR INJURED TWIGS AND BRANCHES. 4 FROVIDE F LA TYRCAL Of THEIR 5RCIE5 AND VARIETY; WTM MAKE CUTS JUST OUTSIDE OF BRANCH COUAR. NORMAL. DENSELY DEVELOPED BRANCHES AND VIGOROUS. FIBROUS ROOT 5Y5TEM. 1G. LOCATE P ANT5 INDICATED ON THE RAN IN THE FIELD, IF O55TR­X7ON5 ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS. DO NOT PROCEED WITH 29. MAINTAIN NEW RANTING AND CONTINUE UNTIL ACCEPTANCE, MAINTENANCE INCLUDES; 5. PROVIDf ONLY SOUND. HEALTHY, VIGOROU5 FLANT5, FREE FROM DEFECTS, PUNTING OPERATIONS UNTIL THE LANDSCAPE ARCHITECT HAS 5CLECTED ALTERNATE PRUNING, WATERING, WELDING. MULCHING, RESETTING TO FINISH GRAD[ AND VERTICAL DISFIGURING, KNOT5, 5UN5CAID INJURIE5. FROST CRACK5, ABRASIONS TO THE RANT LOCATIONS. POSITION, RESTORING PLANT SAUCERS.- BARK, CROOKED LEADERS, PRUNING WOUNDS GREATER THAN I INCH IN DIAMETER, CORPU CORSA EUFGL 22 CORNUS STOLONIFERA'ALLEMAN'S COMPACT' ALLEMAN'S COMPACT DOGWOOD 2 GAL LOT1 1 10 EUONYMUS FORTUNEI'GREEN LANE' GREEN LANE WINTERCREEPER 2 GAL HYDPG 3 HYDRANGEA PANICULATAGRANDIFLORA' PEEGEE HYDRANGEA TREE FORM 10 GAL. INSECTS AND DISEASES. IT, CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO INSPECT ALL RPM 30, CORRECT DEFECTIVE WORK AS SOON A5 POSSIBLE AFTER DEFICIENCIES BECOME MATERIAL ON 51TE TO REVIEW OUALITY, 512E AND VARIETY BEFORE PLANTING PROCEED5. APPARENT AND WEATHER AND 5FA50N PERMIT. G. EVERGREEN TRCG9 5HALL BE BRANCHED TO 1H[ GROUND, WILL BE PERMITTED If RUNGTON D BY THE IB. RANT APE ARCHITECT TDNIVEw,. 31. REMOVEAND IMMEDIATELYREPLACE ALLPLANTSDETERMINED BYTHE LANDSCAPE 7. PROVIDE ONLY FRESHLY ARCHITECT TO BE UNSATISFACTORY DURING THE INITIAL PLANTING INSTALLATION. PLANTS. IF?tAC PEARCHITECTaTHETtDIM HYDPL H I N ES B U RG R D LANDSCAPE 15 HYDRANGEA PANICULATA'LJMELIGHT' LIMELIGHT HYDRANGEA 5 GAL. HYDPr MAGAC 14 HYDRANGEA PANLCULATA'TAR0IVA' TARDIVA HYDRANGEA 3 GAL. 3 MAGONOLIA ACUMINATA'BUTTERFLIES' YELLOW BUTTERFLIES MAGNOLIA 7 GAL. EF EDIA Ly UT B. W NOT PRUNE PLANTS BEFORE DELIVERY. 19. IF RAMS CANNOT B! MULCTED IMMEDIATELY UPON DEUE TO T PROTECT WITH SOIL, 32. NOTIFY THE LAND5CAPE ARCHITECT TO IN5FECT THE WORK FOR SUBSTANTIAL WET FEAT M099, BARK MULCH ORINAMMN[R ACC[RABIE TO iH[tANDSCAP[ARONT[CT. COMPIWHEN INSPECTION IS APPROVED, THE OWNERS RCPRCSENTATIV[ 9. AI1 RANTS 5HALL BE URGER THEN THE MINIMUM 512E SPECIFIED. 50% OF THE MU. CONFlROWIR M WITH WRITTEN ACCEPTANCE. RANTS SNAIL Be IN THE UPPER HAV OF THE RANG[ SPECIFIED,20. STAKE PLANT LOCATIONS AS SHOWN ON DRAWINGS, BEFORE RAIJPNG. MAG%L 5 MAGNOLIA LOEBNERI'LEONARD VESSEL' LEONARD MESSEL MAGNOLIA 5-6 FT., 10 GAL. PLAN MAGST 1 O MAGNOLIA STELLATA'ROYAL STAR' ROYAL STAR MAGNOLIA 4 - 5 FT.. MALAD 12 MALUS'ADAMS' ADAMS CRABAPPLE 2.2.5 IN., B&B 5TAKING LOCATION5 ARE SUBJECT TO THE APPROVAL OF LANDSCAPE ARCHITECT. 33. THE CONTRACTOR 15 Rf5FM51BUE TO GUARANTEE ALL PLANT MATERIAL TO Be IN A 10. PLACE PROTECTIVE COVERING OVER RANTS TRANSPORTED IN OPEN VEHICLES HEALTHY AND FLOURISHING CONDITION FOR A PERIOD OF TWO YEARS FROM THE TO PROTECT FROM WINDBURN. 21. ALLWORKTO M IN ACCORDANCE WITH AMEMCAN ASSOCIATION OF OF WRITTEN ACCEPTANCE. NUR5ERYMEN 9TANDARD5 MR MATEMAL5. INSTALLATION AND MAINTENANCE, 1 1. BALLED AND BURLAPPED YIAN75; PROVIDE FIRM, NATURAL BALLS OF EARTH. 34. REPLACEMENTS SHALL CLOSELY MATCH ADJACENT PLANT5 or THE SAME SPECIES. TOP TE ROOT FURS OVEN WITH CRACKED OR MU5HR000-5HAPtD 541.5 ARE UNACCEPTABLE. 22. DIG HOGR AT A DEPTH TO THE KNISH GRAD[ AND i`MCf TH[ DIAMETER OF THE ROOT BALL 35. PLANT STREET TREES ONLY METE CONSTRUCTION L5 COMPLETE. 12. FONT SUFFICIENT LENGTH OF RANTS 5HALL HAVE BEEN GROOM IN CONTAINER FOR THE ROOT SYSTEM TO HAVE DOLLOPED 23. SET PUNTS GENTLY IN FIT 50 TRUNKS ARE STRAIGHT. 3G. CONTRACTOR 5HALL REPLACE FAILED OR UNSATISFACTORY PUNTS AT NO COST TO FOR OLD IT ENT LENGTH HE , FIRM TO HOLD 1T9 SOIL TOGETHER. TERM AND WHOLE- PLANT$ SHALL NEITHER Be THE OWNER. L005E IN THEIR CONTAINER NOR POT BOUND. 24. RACE TOP501L MIX IN PIT AND COMPACT. WHEN HOLE 15 NEARLY PLUG MALBE 7 MALUS'BECHTEL' BECHTEL CRABAPPLE 2-2.5 IN. B&BDATE DATE MAR., 2009 ' sc•,. n _ 30' DMIILNO NWBRR MALCO 12 MALUS'CORAL BURST CORAL BURST CRABAPPLE 2-2.5 IN.. B&B MALDW 13 MALUS'DONALD WVMAN' DONALD WVMAN CRABAPPLE 2-2.5 IN., B&B MALPR 7 MALUS'PRAIRIE FIRE' PRAIRIE FIRE CRABAPPLE 2.2.51N.. B&B MALST 13 MALUS'SUGAR TYME' SUGAR TVME CRABAPPLE 2-2.5 IN., B&B PICPF SALDI SYRRE B PICEAPUNGENS'FAT ALBERT' FAT ALBERTCOLORADo SPRUCE 4-5 FT., B&B WATER TNOROUGLY. FILL REMAINDER OF HOLE. BUILD 4 IN. SAUCER EDGE BEYOND EXCAVATION. WATER THOROUGLY AGAIN. 1081OO- O1 09 11 SALIX DISCOLOR PUSSYWILLOW 2GAL B SYRINGA RICULATA'IVORY SILK' ET IVORY SILK LILAC TREE 2-2.51N.. B&B SITE VIEW PROTECTION LINE —.... -------------'-----------..0 ��� Swale J El. 389+ Hinesburg Rd. ] E1. 392 51gn Planting 2 R. ht.- LINE OF EXISTING GRADE ----.------------------------- ----------- I - - - --� J - �-- - A& — I Top of New El. 394 Base of New Berm J El. 379 Small Trees - 1 2-15' '-----"'sssel magnolia Magnolia : Crabapple 14' Light-J New One 5tory Building - Finish Floor El. 379.G Top of Roof - El. 394.G CIVIL ENGINEERING 1 ASSOCIATES, INC. IQ MANSFIELD WEWIANE, SOUTNBURUNGTON, VF05403 aD1Aal� w FAX- BOTd94P211 wtra: www.cae-v[com CDAtlaa) ® tots - w. Dwem aseaaD LANDSCAPE ARCHITECT: ---------------- -- 1 M chael Lawrence 4 A— ` 1 Plantinngg Area West EdParlung I El. 379 113787 14' Light 1 _ This PlantmgContlnues Thru Parking Lot I Small Trees - 12- 15 ft. (Sae East End of Section) J W WM ZQ -3F U aN 3 z 0 EAST END OF CROSS SECTION LOOKING NORTH THRU SITE FROM HINESBURG ROAD THRU ONE AND Two STORY BUILDINGS SHOWING PLANT MATERIAL HEIGHT IN RELATION TO VIEW PROJECTION LINE 2' 24' Graphic Scale VIEW PROTECTION LINE ------------------------------------------------------ ---- ---------------- LINE OF EXI5TING GRADE i 1 i _--------------- ---- -------- — -- �L.. g Parlung Island I U. 37G.5 16' Li 1 PlantinDescribed W on West End of 5ection Continues Thn! Parlung Lot 0 ZW OZ U-) Ld _ J) U z - 0 -------------------------------- Parking Island El. 3713 East Ede Parkin I G' Lt ht g 9 Planting Area g This Planting Continues Thro Parianq Lot 4 El. 371 Along Two Story Building Small Trees - 12- 18 ft. Ivory Silk Japan -- - `- - - "- Bechtel Crabap Tardivw Mydram Canada Service Autumn Brilliant L- New Two Story Budding 16' Light 18' Light Finish Floor El. 371.4 (north of bldg.) (north of bldg.) Top of Roof - EI. 39G.4 - 5mall Evergreen Trees - 18-20 ft. Fat Albert Spruce DnM MCL MCL AP `Mm`1Q MCL OWNER MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT New Access Drrve an casenD asvmioN EI. 370 EAST END OF CROSS SECTION LOOKING NORTH THRU SITE FROM HINESBURG ROAD THRU ONE AND Two STORY BUILDINGS SHOWING PLANT MATERIAL HEIGHT IN RELATION TO VIEW PROJECTION LINE 12' 24' Graphic 5cale LOT1 HINESBURG RD LANDSCAPE SECTION MAR., 2009 1" = 12' P . NO. 08189 Datma Naraea L-2 -EAST—MOU IN w co SSITE ENGINEER:Co — / / /' /' / / � to IM I I �_-- \ \' \ ♦ \ CIVIL. ENGINEERING ASSOCIATES. INC, I 1 I ; f \ \ /(� \ ♦ \ \ `I 1 ^a �' 1 b / \ \I / J \/ / \ I / I' \ M� \1 \ I((( l0 A4Ml MD VLEW LANE SOM BPo.UMTON,, VT OW N07'34'37"W FAX ece-eeaan ..n ...w.ao. 1 I f '9 �" 1 a J ) c _ / / 1 1 \ ' \) ' ( ' 1 / 1/� \ ` R3• \ ♦ \ N.GOPra Gar ®:o - ®oa . asea� 1 1 6� iAtO>L / ,' /'�/ \\ 1 \ `) / ,' J/ \ CV !p ® \ \ t\l\ \� aluwN ACL RIVE \. . �_. / 1 9ai. .� ^^'/� ,/ �l '\ \I \♦\\ ; / // //' Imo/ / // I/w �•'i�s.\ .\ p c�c�u '`-- DSM DSM 1 / ,/ ORNER: . 1 C \ All1 I ' = — ,'" ,' . / . ,- ; — `, MUNSON '\ \ / ' EARTH MOVING CORPORATION I � � � i ' \ \ r / ! l , . � , / , •/: .ram \ 1 � J%y / t / 85 SHUNPIKE ROAD W I I \♦ \\ \\\I,!/✓ I WILLISTON, i i �,• .o '� �♦ \I \I �I It I � I � I // i /�. �% \— VERMONT i PROJECT: __ , ,� _ _-...._... I / � � / �' ��b , M � / ram• y-/' I\\ ,----11 / � RE I r (/ - ' ^� �, !� �' ,'� �,y-����" `---354,-' i \t \t 1200 HINESBURG i' • .0 1 'I WLC- I L \\ \/t �'' ; ' % / �' /'% / �; 'iysi gip=/ _----356- ----� ,\ 1 �' ROAD OFFICE PARK cv I; CE�4'PR P Tl LC LOT 1B _ -� --_--- ,♦♦ \ \ / � MEADOWLAND cl� i' . _ _ — \ BUSINESS PARK \ I 1f �. �" a W /'�/.� ♦ —---3--I-- `�\ ♦ \ \ \ `�I r rj2" _ \ \ VT. RTE. 116 l SOUTH BURLINGTON _� 364' VERMONT '- \\ ♦\ \ \, \\ ` � 1 \\ \—/ ; l c� I 1 r / /I / I l/• �///' i / 1\ \1 / ,/ � / j � / j / � ll ON CD CD 89 cp T., ►, , 1 1 1 11 �� cn 00 46.44 A c 1- • \ , , ( \ LOCATION MAP \I�= f4 �"I /,' /� '" \ �/ / ; j / / •y1+0 /i /�� +��_� / /'/ / / —'/ I l ) i♦—\ \\ l 1 \, I—� a.rs cxacrrm aevlslox 00 00 n� 1 / /,/ 1\ I �' ///��\' GC' �•/ ,/ / / j JI fr 1 i IJ —i I i \ \\\ \\ ; \I I \ -- 00 O \ ----MUNSON- \ 1 1 •�, ;'+=:`, 110 : �'f30POSED LOT 1B'. Wes• �, r 1 \ \\ '�. ; 1 FCC 2 3 \��9 `\--`I\ EXISTING 6.92AC..� % '� - �RT�hOOWJ IG CPRP.------- \\`, CONDITION I I � � � .' 1 I \ 1 s 11 Cli clSo.',Buril11gton PLAN \\ 8 60 I I 1\ N. t ^\'r\GRAPHIC\ SCALE O Q' MG FEB., 20090xoaxsa \Z' t 1 \ \ \ l\ , \\ f IN�FEET) LA ♦\ /i"' rr..0 1/}, \` 1 1'W+ll i ? j '\ \I i 1 \ 1"=50' t2 C I I00 46_ a - — - \ 08189 0 7! V_ 7! 00 M c:) C) fN INS maN tb 'N + Ios MO E0 vill �iiiiiii�\INK ACL ----------- TBM "I 171_44E a 0 �W RANT!! TBBML�w DSM DSM ------------- ------ ID �INE MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT -------- NNW ---- --- - Amm 1200 HINESBURG ROAD OFFICE PARK EXISTING SPEED 4" YELLOW LINE RELOCATE EXISTING MAILBOXES __5 F= LOT 1B LIMIT SIGN TO REMAIN MEADOWLAND BUSINESS PARK 247.0 VT. RTE. 116 SOUTH BURLINGTON VERMONT 00% A ------ -------- WA WE ------------- -------------- , ------------- WE,? .;t "I UEL' IW b "-EXISTING LOCATION MAP SAIE"SIGN TBM-NORTH FLANGE ;N OUT OF ROW-�� 0 RELOCATE EXISTING EDGE 4' SOLID 8" SOLID BOLT OF HYDRANT ELEV.=387.7' ---------------- -------------------------- k ------- --- ----- WHITE LINE YELLOW LINES 7+00 km HINESBURG RD WIDENING STRIP ING PLAN .7 24" %ITE�e STOP AR W-3 2009 36lx3T 75 NO. 08189 %oil ;' I I ilr • i I i � I I, I� I • • I I •• � I i 1 • i • WORK,, , i l 392 390 1 , 38B / a �9 v r z34 I \ 4 I 7 .0 \ N 7.1 n \ w / / M Ary YA 0 --- - I I II I 5 ' Ao 2.5% SL CD 0-; 0 II cwo Jm II CD tQ \j 0 \\ I 1 1 1 1 1 I / SITE ENGINEER: WI1 // Cl // Qy' / ENGINEERING ASSOGATES. INC- I 10MAS19EIDVIEW1AW- SWIHMUNGRMI, YI 06103 C\/ / Raxaeszsa rwreRzee.M CB #2 \ RIM=368.0 '\ A / C8 \ # I \ / RIM=370.6 \ / INV. IN')(t )=363.2 \ / INV. IN=364.5 JNV. OUT=364.4/ / / 6S6A / '/ �/ wuna ACL DSM / INV. IN (SW)=367.0 /) I�' /// / //' APPROYSD ' 00 INV. OUTd363.1 / / , C I 22a.0.- - -'- ' - . 366 // J ' / / / / DSM YAkD DRAIN #1 RIM=3 / FES -1 // ' // // f OWNER: gIM=378.0 -368.8 1 INV. 63.8 ' I9V.=375.0 OUT=36 3 .e 369. / 1' // // / Q - MUNSON / 237. IM-36§,0 / INV. IN' (S)=364.,S I 6 S j INV. IfJ INV. )OUT=3 15 �• t, •� N c W I la" - 53 L.F 37f 378.6 I 75.0 ------ a��_.o -\ _ /i WI VI 1 =364.0 / 375.6 fi601 S .I 73.4 37tJ1 INV. IN (S 363�\\ \ \ / INV. OUT \ ! / ' ' J 376.5' CB 5 a3 `:•'. � � \ o.t� \ r 7 262 23 1 376.5 7.75 (, N=369 l 7 UT=369. r / _= e E \ \ I I / INV. B.0 9 •. 7 R � 370.4 ) CB #1!A I ' I 370.4 ll I V. IN=36�j 1 .90 /' v b I 1 I V. 0UT=&5.4DI )( / / I 'CB # 371.0 •i i I ( l / 1 W / W .'I ae RIM=37 377.96 \ IN-",IV.=36 o• o / �I �'i / ' \ _ \ -. OUT=36 \ 370.2z 1 / 1 369.E .C.377.82 \\ $• -- 376.5 IN IN=370. / �\ ¢�' / 376. .OUT=37; 0. I - 1 '� I CB iB j \ g I u O RIM#36g2 TQ;F37 5. / INV.IID .0 ni / ' • 37s.g �i m j C" 2 .c. 3/V�F' N - i 376.6 BIKE 7 _ B.C.377.62 073.4• RIM=3 ' 88.8 1 78.94 RACK C, 37 6 0 1 I + iNVOU =368 1 C, 78 02 • \ 1 I 11376.5 ^ I B , B #8 377.6 \ RIM= 371.E 1 (S)= ) 1 ` 3A311 x6 1 I S _371.8 / V. IN ( )- , INV. OUT=371.7 / INV. IN IN (W)=3 / . 37 0 _ _369.E3 370 6�370.4 \ / / IN UT=371. \ 375.E 73.4 371 0 3 F 12" 136�.2 .5 76.5• / I I / 37 37 _ 7 380 376.9 3 .2 1 370. ^ 72.28 ) \ I 2 I // / 380 j �2 371KIM 372.E 6MH RIM=381.0 owe 74.4 // INV. IN=374.9 / -'- 377. INV. OUT=375.0 CB `1 CB 1 CB 011 RIM=37 9"' RIM=376.5 /( RIM=385.7/ INV. IN (W3--� W -NV. IN=371.1 16 C8/#313d '' / %I / JNV. IN=3�2v v INVi.OkR=371.0 Y' / INV. OUT=372 �\ 16 / ANV. Iw (E)=1365 / )� / I I I CAP 15")HDPE' I I I STUB ' PROPOSED LOT 1 B\ I 41 I / I I I• / 1 37014 I II I / / I � 1 I I / I / I i )RAIN,j#�' 62/ RLCEIVED ' P6\2 1009 - - City of So. Budingtgn -i I. I GRAPHIC SCALE 1 1 \ - � I 1 1 IN FEET 1 inch = 30 ft. \ I EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT SITE GRADING PLAN wn nawwc xulmRe FEB., 2009 1"=30' C_2•0 PROI. NO. 08189 42 41 40 38 37 0 n I:{ --_�_.�..i.i..��a_ '._i�.. r'�.'.:r�'.'. i.1::1.117N 1f...�'1•�•.i.U�.�r�.Ul�`-':�`�� _Q��' . �Y�•.'i�i�' rr�� \�-��i�.�!'�— \i rI —.\�ri l.:�i'■:llll/�ll��� -map V.:..aaaa:�lc>•��� 0+00 1+00 n 43 4z 41 40 39 3 Z+00 3+00 4+00 5+00 6+00 10+00 11+00 42 41 39 38 37 m n 1'1+IW 13+00 14+00 430 420 410 400 390 380 7+00 SITE ENGINEER: r .a CIVIL ENGINEERING ASSOCIATES. INC. 10UMLSIEED VEWLAI$ M MS MOTOµ VT OUM 1022*N= FM 002-80 M ww1 www.owrtooN crorru^Nr - 'a" ACL 1 DSM J �wm DSM OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT III •f-�-��-��t.G�� �� 'F-���� �a�niYij I^ ���t"�� �—��! 1•�— ■al8t;:[•:73.:4r�—� 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 SECTION C-C 43 42 41 39 3 m —-����:IHry:I_1.1a—_--- :la:i•.�— —�'� _�1��\IJ 203+00 204+00 205+00 FIrM.N I O n LOT1 HINESBURG RD 206+00 207+00 208+00 209+ VIEW RECEIVED SECTIONS FEB 2 3 2009 un FEB.,2009 GRAPHIC SCALE City of So. Burlington 1" = 30' C-2. 1 ( IN FEET) — NG. I m.e = 30 rt 08189 Q) Q Q1 N T__I (r C) C) N M N fV a1 "0 00 .-f 00 O 00 10 O 00 O C) N / U Q) •o L a U O 4-J Q a. '! 1 I 1 i - I \ \ —// 00 / IC / 1 1 \1 V I �O I ,\ 1 \ SITE ENGINEER: M �\ 'j I RIMm3s450 \Y• \ \\ CIVIL ENGINEERING ASSOCIATES. INC. .� 10 MARNELD MEINLN& SOUM&ALM71A Vr OM \ \ \\ \ 1 / ( INV. IOU 349.1 n,IVJ \ \\ 1 N07'34'37"W^►—r' M J \ \ 1 i 1 / ) / I \ I / / \ \ `\— ea¢ee.zv3 rwr ecQaeaan we: wrw.o...coom 1\\k 1 I/ \ I � r 1 \ \ � /, , I � \ t1 c = 1 / / 1 \ I , 1 \� / ( / I �( / � y ' \ � ,sae � ♦ \ � \ \ eovrn, er ® m ACL MMD DSM e �/�x j1 \ \ ePPPDvan r�/t\\ DSM CAS 111 co fir' 1 �r 11i I I �''` I O v '- ////' % /',/' /�' //I \ 1\\ \\`` Arl \� /� MUNSON - / \� `,�(j ° _ EARTH MOVING NEW sMH #5 ` '� \ CORPORATION I� I I v4 I 1 \ l 1 // \ RIM=360.3 \ V '/i: A II / ' I/ A INV. INV IA11T 354. SO-, 1 2 / 3 I 1 I i ` I 1 I ' 1 ' / / �•'' / _ / 85 SHUNPIKE ROAD \\ - � WILLISTON, I I /' / f/� / 52 - \I VERMONT SMH \ / /• b i l \ - J7. INV. IN=3 6.4 PROJECT: INV. OUT 356.a w�'A.•.y-(� MO V• /1 / "c�, € E%%7791 n 1 FUTURE N � / e 354 -All water line/ and relg(ed work \to be performed in 4iccordanc4 with th Champlain 1 1200 HINESBURG 1h r District I ecificar lines and Details for ROAD OFFICE PARK �. yid -- - - 56-- fhe R1Ttallatiolh of water lines and \ /, 1 // ,/ , /+i�' _1 3 appurtenances hencefgrth the " WD LOT 1 B ' I 10 NEw ,,�•TF, o r) 1 2z oo' Jam_ / /� , ///1�8 Specifications.) 1 \ ® I a -,_ _ _ / r ( MEADOWLAND RIM Y e• CAT: vnu1: / / ' i 1 NV I ,37a4 � o .' �/',' / ,/' //' - - --'' �6����\ \ e spr`nkler !system hall haven �ackflow I / I \ a •, :.� /\ ' �'' ,' /' i / �/ _ --_� -'-----_, pwention deice installed in accordance BUSINESS PARK / xu' WAIEII - — €ASET w !1�/ ,/ / / / -' ' with the requiRements mf owwa Stan�Qard r �..� . /•,�' ----- - 62-'! VT. RTE. 116 Y16.00�—( w — `I SOUTH BURLINGTON „ �`\ 1\ JI �/ .' -\\ \ 1 1 I ! VERMONT 1 l `mil / I II .✓ I / / , 1 \/----' ' / / / / \ loon rox PRgPOSE>Q FILL LO If 1 I N4, ' 1 / 4 6.4 4 A 6,\ \ ` LOCATION MAP rr 1.= �� nAn c�cl� Reamo>r NEW SNN •,rr'.�'' l 1 / Ju! T7_373.z Nv. OUT-37a7 6 v•�\ \I / ! II `! o I r II \ `..• \) /yam\ // /it \\ ,1' OPOSED LOT 1B�'•� W,_ /� 'I 6I//'/ -'/— L=' /-- / —P 3 \\\ ( \\ `\- �S OVERALL r y // \ 1 11 \ \ m �I \�\\s.szAc,, W ��-,.1- ,,�� % _, - ,// '8 --- FFB 2 3 ,0 UTILITY PLAN City ( I 1 wi�n 0 / II \\ �) GAAP91C SALE � \ " I + /' t — i — - I ,' / -3 FEB., 2009 \I �: ; p I I ".`.`��` I •" 1 ' \I S ,�LL,1et 1 IL \\ N \ 1"=50'-VaaSS'�� .0 .6 •.111 �I � � L\1._ II 1� (1 /1 � Il i � \ \ I\`1� C`" I 1� / �I 1 .) I / 1 / l' 38 \ `\ c+ .�`L ty l`Q, 66 Q _ ----' - - - 08189 %j �1 K&�, •O I ,,.✓ � wl (� r1 .b NY W U _J I ::3 Q I1� 11 /' 1 ` l - I I / I / \ \ 1 "r'• — ' SITE ENGINEER: I RUM=362.4 IN=3 6.4 IINV./ c I INV, OUTt 56.31 ' (1 WATER STUB ' ' CIVIL ENGINEERING ASSOCIATES. INC. TO AwVMD VEW ANE SOu61&MMITM VT OM FW FUTURE ,' / EXTENSION t�v �� / / 00246"M FA@ 80248 =n N.D wrw.o•• cmn NEW SMH #3---'/ / 6 / / ACL RIM=369 4' yyw , / INV. IN�4362.9 INV. OUT=362.8 DSM I , / 00 DSM 220.00, NEW #2 8"x6" TEE & p RIM= 9 6" GATE VALVE p / _ ' // ' // 'I OWNER: \ INV. IN 370.4 O / , I UT=370.3 ; , ,- MUNSON \ , 116 _23�.0o d oo 3 _ 6 / EARTH MOVING / / EASEMENT _ 2Q WATER _ B. D.I.3+no- W ^ j 1, ��" CORPORATION 00 6 85 SHUNPIKE ROAD 15 d r, l WILLISTON, \! Li ?VALV 14 ` \` ^ iI \\\ \ \ v VERMONT 390 6 38 19 • PROJECT: R,vA i 50 LF59 , /-S — / rn P ' 2 a3 \ y W 1200 HINESBURG 14 ROAD OFFICE PARK l > LOT 1B MEADOWLAND w BUSINESS PARK I 1 , X/ VT. RTE. 116 \ • i / i b / /' /' ,' SOUTH BURLINGTON VERMONT \ BIKE _ \ \ rill RACK , / I / / 1 / rn / \ 70 -.' •— _ i iy ��/ / �' J` F r'?'E /'� / [—''' ® L OCATION MAP 12 - - -.- - .- - - / + / /� v /4- 378 City, . BUdI�l9tOt1 88YIBION 1• = 20W G ooi tigT 6D-Sl---it1 E - _-r' ^\ 6 I/ / / - __/ /' 1\ i / \ 6 ' - NEW SMH /j \. > / ^ RIM=381-T - - / INV -tN=373.2 ` I / ' %� w'/,/ All waSet line and related work to be I I I 'INV. OUT=373.1 3�4 / , perfOrfned in ac qq��dance with th Champlain Water District�S`�e(cifications and Details for LOT1 the instalLrtiion�of wtlter lines and / /\W ,/ / - appurtenances, henceforth the "CWD HINESBURG RD ,' ;' ,Specifications."Cf) UTILITY \ /' Q' /'/ /% / ����_' _ / The sprinkler system shall haven ba kflow UT O I I \ \ \ W V� JI \ �� v v pvf/'_ \ /f /-' /'/ prevention dlevi a installed in accordance ►, �.\ Pf-WOSED �OT 1 B W ��--i` j ,-- --- M-a4. PLAN I I / I i with the -r uir6 ents of awwo Star♦dard ,00' / I 92 Lc I l i / - - / 1 \ \ / / .. / / — I / / OATB "TINGDNUID388 \ \ FEB.,2009 GRAPHIC SALE \ / — IN FEET) PROD. NO. I 1 I � \ _ \ �� w \ v v v \y (� /f _,--- \ I mob = sD n. \ 08189 m .. -e \ s Am .O Q 0 i6 66 all CD M N NTT V■ J 00 1-'I 00 C) J0 MT W O /�/��\ I�0 1✓ O N U eO L QL 0 U O Q 14'- Inks��� h. a. L. a 1. nT >L 1 n. d 11.. la h. a vI h "r; '�.t t, )I- rprad�,�f,nAiv 1., nis�►A n. e. X/ I 1 1EP Y /•. l/ 7 j 1 II 6 6 I 1 I Ir I 1ti t/ � i 1 LEGEND II 6 / It I I i i I I 0.5 FOOTCAMDLE CONTOUR � i 1.0 FOOTCANDLE CONTOUR I I POLE LIGHT FIXTURE ! Pm1ae; t2gq Hln..a.rq asown B.ninelnn, yr /1 llghMnq Fixture Schetlule I • BOLLARD LIGHT FIXTURE 4op 1 1 1 I 1 I 1 1 I I m I GRAPHIC SCAW O 11 -,I .0 I 2 ' I I I ( IN FTET ) I I I l \ ) I inch = 30 ft 1 I 1 11 II 1 I 1 I 11 Type M.nubctumr C.tabg Number MauMi Lamp B.IMst I-- McGraw Tabn TLM-15pA F- Mi Singh Arm Mount, tagv pWsa slap MH Pukes MH Edwn FGwth PToptbnal Rauh alnight,l n MHC15plMUllU balks) Pew "y pole RSA4 N TI6M414P MCGnw Tabu—'-- M1 Skgw Arm Me . IZ PW sbA MH PMae alert MH Edson FGw PT aWk l Round amid.... MNC150IlpM/3WApo b.gaat power in pd. R-14N Tt5M416P MCGnw T. T .IS P-4F- M1 Singk Aml M—, 151 pe a A MH PA start — Edson FG wdh PT 1.t Routs SL WaWnlrsrm MHCI=UIMI Apo ballast powa y pde RS—IM 2T15M4t6P MCGnw Talon TLM-IWMP4F- M2 Arm Mount 2 ® IM 15 pdae abrt MH Puke abrt MH Ed.. FGe PTapti.-I dwraes, Ronk stnlgN MHC16d UIMI3IUAgo balast —r fty aluminum pow RSASMI6N 2T15M4t 8LP MCGnw Tabn Tt -l1 PAF M2 Ann Mount 2 Q W 15 pulse a MH Pulse sbA MN Edson FGw PToptlon.l degrees, R... ds ipM MRCIWU/M/3x/A8o ba8est power trey aluminum Paw RSASMI6N 3T16M416P MCGnw Tebn T -I6 Pi M3 Arm Mo 3 Q W 150w Plae abrt MH PWsa alert MN Edson FG wxh PT oplioml dn.. (1), Rourtl m-,-.M13—. balwal pow.r my straight alumlMen Pow RSASMt6N 3T15M418P MCGnw Tabn TU41 M3 Arm M.uM 3 Q g0 150wpds. sbrt MH PMse abrt MH Ed- ol.1F FG vaN PT aplarnl degrees jTl. Rauh MHC1Sy/WM/JI(IAto balast poweI 1-Y straight ahvdrrum pow RSASMi6N BRIM McGraw MR-BRL42-T H Boll to <orrcrMe bane TOw pulse"'MH Puke"MH Ed­COMIawPSIMAna bents) —F32 L.,.,k IP Ynp. Wedge PL- Sunc�e mount to eswnw 32w compact El.-CF IPW32 MT-5—D wall at 9 AFF Duonsc.M PI-T balkst, with 3MIM3 PI emergency battery ba kup x Sipe Light Lurrerx MS krlpwl Flood Snell Mount to wal bc.Uon 32w oomgct E—kctro1 IF CF CFMSHF32- MS/N- hnct JAos accnaory puoreacad PL-T ballMl MS/JB 32WI83w4%Axo ANCHOR BOLTS h - TEMPLATE BY LIGHT POLE SUPPLIER BOLT OR CADWELD- GROUND WIRE TO POLE FINISH 3/4" CONDUIT FOR __• /6 BARE COPPER GROUND WIRE (4) /5 VERTICAL I I tom— 3/4" x 10' COPPER WELD GROUND ROD N18" BOND TO CONDUIT, BASE & POLE HAND HOLE w/COVER 2'-0' MIN. WHEN ADJACENT TO A PAVEMENT SURFACE �ww�-s�ti p I SCH 80 PVC FROM o POLE TO POLE SEPARATE GROUND WIRE GALVANIZED STEEL TO PVC CONDUIT CONNECTOR /3 TIES O 12. O.0 POLE LIGHT DETAIL (ADJACENT TO PAVEMENT) N.T.S. ANCHOR BOLTS k TEMPLATE BY UlT POLE SUPPLIER BOLT OR CADWELD A GROUND WIRE TO POLE FINISH GRADE 3'-1 3/4" CONDUIT FOR #6 BARE COPPER SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES. INC, 10 1144AVIIED IEWIAR$ S"&#I 0Wft VI 9M 18 NW— FM 80410 M Lwe:.»w.g..e do gptmaaeY C tops - .It moan e®on® Du" ACL cxtcxn D MS D M OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONTT i l / , n �laeatr•,illlllr. • • HAND HOLE �/COVER III. NISH GRADE IIIIIIIIII' IIIIII- 1M� GROUND WIRE VGALVANIZED SCH80PVCFROM(4) #5 VERTICAL POLE TO POLE w/ f'a—SEPARATE GROUND3/4" x 10' COPPER �JWIRE WELD GROUND ROD 1g' STEEL TO BOND TO CONDUIT, PVC CONDUIT CONNECTOR BASE do POLE /3 TIES O 12- O.C. POLE LIGHT DETR EWRI M&D N.T.S. FEB 2 3 2'09 City of So. Burlington SITE LIGHTING PLAN mu DRAanG xo,ne FEB., 2009 1"=30' SL—`t.® PBDI. ND. 08189 ISMIll � ► \� � \\� � M \/\� \� ►��R W IR Aso.; ils All NMI Ilk NOR 1-40 e O 0 N 0 pi 0 O N M N cV 0 / W un O Ln U / 1 I / / - 7 :4NSTALL TEMPORARY:, - 5B INSTILL - S/ I/!A� W. = S�EDAND MlLCII .' �' $�VI(E1 MAf f , / �V Tf7RSO L, uEED Axj f \ � � � r,.!1��,� ` ` /-� r / , CIVIL ENGINEERING ASSOCIATE& INC, ten, I •, — CC)' , rowWSFELD ViwUAE, SOurxeu9LM070K yr asa9 5D iINSTILL i Tr / ............. �m DRAWN 5E ACL DSM 1 /) 1 — ' '- vv \ ;1 fifiLL : ,/ /' '' 1 /. + + + / ALXD R� � Sa�+„a • e?:.' 1\ '1 I 'I /' /' '` DSM OWNER: MUNSON EARTH MOVING ' F IBIS A L4 GA,S 48 / / - - / / if I�' - /, - / / if Ir,+ l CORPORATION 85 SHUNPIKE ROAD top, 'k d % \ \I \ \ i I ' \ \\ I I l' L� I / / WILLISTON, VERMONT \ I h� h. / I I i , ,// / / +'+'Ji+ '++ ++ +%+'. + ✓'+ + I I / / , l / / PROJECT: I 1 . �� �.. - I 1 / r'� r:`�• - 1200 HINESBURG ROAD OFFICE PARK li �� , �,.. �, _-' ,.3�6 '' � �. � / •�' T4 `""/�� LOT 1B \J I i 1'/ �.-_ SEINSTACL•GAS% -- . ,yY1�\ // � `5FS�ACL i--: /,J --' i I , / /', a 1 1. a C ! ,' ` , �`� " , �"„ ��, 1 �� I MEADOWLAND ARK BUSINESS P I \/ R� , ©�%�J E.i;���y/ce; -�i - _,, 3I 6_' �/' .%= -�� // jl 1 l"���d�, ,J'I'�''I -/i'/,'' _�. �j 1 I� I ,II �'� / ���1�' '/ VT. RTE. 116I,II SOUTHTON I,1 \ � •+\; �I _. ,/�!- (,-,PHASEW. V RMONTPHASE _ _\' �wrt; 1. '' ___ Ir�,k�; �O I ��, bECCA�I 1• � ___ m;,'1, - � , �) ± /� � - 4T� � - � '� N SBA ,;r ��;� l; f 4 fF'T sN — ��' ' N .�`6 LEGEND o • S;,J _ .�/V1 01 Y V��• { k t,�LL, i S , W�, / / / +/- ,,./ � / /;, 1 , t{l7Y- o / / - I / .;' 0�0 ,' S:1 ■®B/l/BBl/R/BBB/B/B,l/lM INSTALL CURBING INSTALL BLDG.FND INSTALL UTILITYO �.-' , // -, I ,, / 1 / `/ r / ;' 1 , / ,CT ONO r I ' INSTALL SE MATERIAL INSTALL FINAL MATERIAL ` —I (� ` r a A'b� a TEMP. STABNZAnoN —,�—`—`O}•'NSTi1L�'t v i +J dy� '� ;�: � 1v vvv�v, ��r'%' .,� -- PERMANENT STABIOUnON I; /�•� CO`�1fCRETESCIfIFAGE"� v /i I , , ,, • ,' ;, i r•_,_._.� _ � PLAC�B&ILDING� , I 1 I I 1 I II J YE PSC PHASING 1 7A' INSTALL CURBING ,' ✓s. J; ' l ,' ; / d, SITE PLAN I ry / 1 - VV9Budingtor �6 RAA7INc NU1®Sl -` I NST,ALL GAS $ERl/ICE •—�� 1 �' $/'//1% _ J �n , -,-' n.= BD _r FEB., 2009 7A-INSTALL`CURBIIII � 7D PlAAITIEES�' _ `'_ _ -- v� �� � ` �� i . �� I I 1 \1\ � , I I ^ �- . -�; '� 'TIE IIV' cU��S �NALK� - - ,/ +'FU �_ _ ��✓ V , � 1 ; `I ��' , - . - ,� / I' . . \'� ) j I. �--- ', " - PRO-. NO. ;- �, '' \- , - - • /AND BUILDING EDGEs r -PHASE ,l ; , _ ,� + .. \ .. -' : -�%f / ,..�.� ; ,PHASE \V/ll, 08189 I- 6t_F (1) ul r14 C) 1:4 l7i all all C) C) r14 r14 _0 o6 ui 6 ui u m 00 T-1 00 C) 00 T-1 00 CD 00 C) C) In u 0 IS F10A.,-INSTA4 I I CUR��q (TYP.) DRAW! T ACL PIR —rm A FILM DSM 0,0 Ap a,- AF 0 1 MOWN "P� El DSM OWNER: MUNSON TIES ip 1111M ►� r S ':� . i i iil� EARTH MOVING CORPORATION 85 SHUNPIKE ROAD h7 WILLISTON, VERMONT PROJECT: _7 A Wit- 10 a ®R 1200 HINESBURG WIA5 ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON --=YALU ENDS VERMONT RECEIVED FEB 13 2009 City Of So. Burlington GRAPHIC SCALE o IN T I inFELch = 60 it LEGEND 0111101111111§l INSTALL CURBING INSTALL BLDG. FND. INSTALL UTILITY INSTALL BASE MATERIAL INSTALL FINAL MATERIAL TEMP. STABILIZATION PERMANENT STABIUZATION I DA= I D®cl® I 0v N I EPSC PHASING SITE PLAN un FEB., 2009 .C= 11, = 60' C-5.4 - ND. 08189 _O Q N M N C) C) N \ M N N o6 1 C) Lri U M Q U O 4_J Q Construction stormwater 11 change e opmen are new eommerclal building by Munson Earth Moving, Corp. Is to be permitted as a Moderate Risk site under the State of Vermont Construction General Permit (CGP# 3-9020) for Discharges of Stormwater from Construction Sites issued for this project. Parties associated with the issuance and Implementation of the requirements set forth In the General Permit and the details within this document Include: -State of Vermont Department of Environmental Conservation, Water Quality Division (State) -State of Vermont Environmental Commission (Act 250) -On-Site Plan Coordinator (OSPC) -Engineer (E) Site Owner (Owner) Site Erosion Preventlon and Sediment Control Plan Designer (EPSC Designer) -Owner's Builder/Contractor (Contractor) This permit has the goal of minimizing discharges of sediment -laden water from the site by Implementing appropriate best management practices (BMP's) during construction an stabilization of the site. The Contractor will be responsible for ensuring compliance with all construction stormwater permit conditions within the entire project construction area. Should earth disturbance be required during the winter construction period (October 15 to April 15th), a Notice of Winter Construction shall be submitted in writing to the VT DEC Stormwater Section prior to the commencement of the proposed winter construction activity. Any work occuring during the winter period must receive prior approval by the Owner and Engineer. Direct all correspondence with the Stormwater section to the following contact: Kevin Burke Department of Environmental Conservation Water Quality Division 10 North Building 103 South Main Street Waterbury, Vermont 05671-0408 The Winter EPSC pion shall specifically Identify winter season erosion prevention and sediment control measures to be used consistent with the 'Vermont Standards and Specifications for Erosion Prevention and Sediment Control'. The winter plan shall Include a site plan that depicts the proposed work areas, description of the proposed activity, why It needs to be done this time of year, the area of disturbance, and the means of satisfactorily stabilizing the site through the winter in preparation for Spring nmoff. Groundwater Dewateri�j ewe eTi�fring of ;cries, pits or other excavations is required during construction, the groundwater will be pumped to a suitable settling facility approved by the engineer and the VT DEC. Inspection Program The inspection responsibilities of the Contractor and the On -Site Plan Coordinator (OSC) are outlined In the chart below: Feature Daily weekly After Rain Event Storm Sewer Inlets C OSPC, C. OSPC Silt Fence C OSPC, C, OSPC Check Dome C OSPC, C, OSPC Construction Fencing C OSPC, C, OSPC Construction Entrance C OSPC. C, OSPC Stabilized Areas C OSPC, C. OSPC Report C OSPC, OSPC C - Site Contractor Inspection and Repair OSPC - On -Site Coordinator SOIL$, - The project area comprises the following soils as mapped by the Soil Conservation Service. Symbol Soil Groyp Slopes K Involved Erodabilty Area Factor Cv Covington Silty Clay 2 to 6% 4.0 0.49 Figh Risk Areas and Areas of Special Attention: Areas of high risk are generally associated with the disturbance of the upper profile of the native sells In association with the Initial clearing and mass earth excavation activities. Work upgradient of existing wetlands, small stream, stormwater collection structures and drain lines requires special attention due to the potential discharge of sediment -laden water directly to the receiving waters. ERCSICN AND SEDIMENT CCNTRCL STRATEGY - The following techniques are anticipated to be utilized as part of the erosion and sediment control program. The timing and use of each of the techniques Is further defined within the Construction Phasing of the project. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bare. 2. Include rapidly germinating grasses In the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. 4. Utilize erosion control netting or blankets, with or without seed contained In them on slopes greater than 3: 1. 5. Utilizing stabilization materials or sodding areas where runoff Is rapid or concentrated. 6. Limiting traffic in the vicinity of streams and wetlands and installing as few temporary crossings as possible. 7. Installing water bars (swale/berms) on slopes to and channels before It gains sufficient volume and momentum to cause scouring. 8. Using stone check dams and silt fences once the soil has begun to move. 9. Preserving existing trees and vegetation near and within buffer areas until after the site has been stabilized. 10. Controlling dust by providing parking lots with prepared surfaces, Ilmiting traffic in all possible ways, planting stockpiles with cover crops or protective blankets, using water trucks, refraining from cultivating and smoothing seedbeds until Immediately prior to seeding. Field Protocol - Areas of special concern will be reviewed with the Contractor prior to Initiating site clearing activities. These areas will be continually reviewed by the Contractor and the OSPC and any issues will be identified in the daily or weekly reports. All reports shall be distributed via e-mail to all parties In support of the efforts to address areas of concern In a timely manner. Best Management Practices - BMP's - Examples Include, but are not limited to: sediment fence, erosion control matting, seed, and mulch In accordance with the attached Construction Phasing plan and the Vermont Erosion Prevention and Sediment Control Filed Guide. I. Cons truc lion Slaking A. The building area and parking area locations and construction limits are to be staked in the field by the Owner's Licensed Surveyor. B. The remaining clearing and site disturbance limits shall be reviewed by the Engineer prior to Initiating any clearing. The Engineer shall designate specimen trees and critical vegetative cover along buffer areas that are to remain during the initial phases of construction. 2. Clearing - The clearing limits shall be demarcated in the field with continuous flagging. Construction fencing shall be installed along the edges of any stream or wetland buffer areas adjacent to or on the lot. Prior to any timber being harvested and removed from the site, a construction entrance pad shall be Installed at the entrance point to the project site. Chipping of branches and other woody material Is allowed but the material must be disposed of In an approved manner. 3. Inlet Protection - Ensure that BMP's are in place and functioning at catch basins, drainage swales, culvert inlets, and other areas as shown on the EPSC site plan. 4. Protection of Adjocenl Sites - Install BMP's along the common lot line of adjacent sites. This would Include construction fencing to help avoid unintentional encroachment onto the adjacent property and silt fence when the adjacent lot Is downgrodlent of the construction site. 5. Protection of Construction Site - Prior to Initiating earthwork on the lot, surface runoff from areas upgradlent portions of the construction site shall be diverted from the proposed areas of disturbance using diversion swales, structures, sand bags, curbing, or other approved method Protect steep exposed slopes from surface runoff by collecting runoff of the top of the slope and diverting It Into a stabilized conveyance, such as a slope drain or stabilized swale. S. Grubbing A. Grubbing shall occur only after the erosion control measures around the downgradient perimeter of the site has been established. Those locations shell be reviewed with the Environmental Specialist and Independent Engineer. Existing topsoil shall be retained and stockpiled on site for re -use. B. The Contractor shall remove all remaining woody material and tree stumps and dispose of them utilizing one or more of the following methods: I. Burning, provided that permits are acquired from the State of Vermont Solid Waste Monagement Division and the City of South Burlington. II. Disposal on site within designated slope disposal areas only after an Insignificant waste Disposal Permit Is acquired. At these sites the following standards shall be met a. 3' separation to the seasonal high groundwater table. b. 100' separation to surface waters. c. Thorough mixing of soil and woody material to minimize future settlement. d. Covering with a minimum of four (4) feet of cover material. III. Chipping with on -site disposal In accordance with Item 5 or disposal off -site In accordance with State requirements. Iv. Disposal at a certified landfill facility. C. All grubbing of woody materials shall be completed to a depth of at least 12". D. The Contractor shall remove all medium to large stones and boulders present within the limits of disturbance Including future drainage and infrastructure Improvements. i. The larger boulders shall be saved for use In retaining walls. II. The smaller stones may be buried in predetermined disposal sites. 7. Soil Stockpiles A. The Contractor shall strip and stockpile as much as possible of the native topsoil for re -use during a later stage of the project. B. Each topsoil stockpile shall be placed in locations respective of existing environmental features of the site. Special consideration shalt be made to maximize the distance (minimum 100') to the nearest water course. C. Each topsoil pie shall be surrounded on the downgrodlent side by a row of silt fence. D. Any topsoil pile which is to remain in place for greater than 15 days shall be temporarily seeded with winter rye to preserve the Integrlty and minimize the erosion of the soil constituents and release of soluble nutrients. E. The Contractor shell locate stockpiles on the uphill side of the disturbed areas, if possible. During windy conditions, stockpiled material shall be covered or watered appropriately to prevent wind erosion. S. Earth Excavotion/Grading A. Mau earth placement to create the Pullding Ploteon shoil commence only after all remaining EPSC measures depicted on the plats are Installed. B. Surface water diversion BMP'a shall employed at the high point of the site until the new drainage swole/hollow is Installed. C. The Contractor shall also limit the soil disturbance and seeding application dates to between April 16th and September 15th. D. All exposed soils areas (not including structural fill soils or stabilized stone areas) shall be protected prior to any forecasted rain event with mulch or erosion control matting. Pin matting with wire staples In accordance with the manufacturers recommendations to ensure full bonding with soil surface. E. Install stone check dams in grass -lined swales 50 feet on center to prevent silt from washing Into the drainage system during construction. Check dams are to be removed when vegetation is established. 9. Temporary Construction Entrance - Required for entrance and egress points from the site. 10. Planting Preparation, Seed, Mulch, Germination, Maintenance A. The preparation of the topsoll for planting includes final smoothing and removal of small stones. This work sholl occur Immediately prior to seedingor placement of EC matting so as to avold exposure to erosion damage and to reduce the amount of dust generated as part of this process. B. Planting Is to occur Immediately after the topsoil preparation with special caution being given to upcoming storm events that may displace the seed/soil. C. The planted areas shall be water regularly to protect the new plants but not over watered so as to cause excess runoff and erosion. D. All ditches that are not stone -lined shall be topsolled, and stabilized with erosion control matting. Any area which shows signs of erosion shall be restabilized Immediately and maintained until permanent vegetation is established. of E. Maintenance: 1. All erosion control measures shall be Inspected weekly and repaired and/or replaced as needed. 2. All erosion control measures shall be Inspected after periods of heavy rain. 3. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. 4. Hay or straw mulch is subject to wind action. Mulch, where permitted) may require anchoring as the weather conditions warrant. 11. Surface Stabilization - The following stabilization methods are required: A. Temporary stabilization - Straw mulch (during the earliest phases of the project) or erosion control matting placement Is required on all non -contained disturbed areas prior to forcasted rain events. B. Install stone check dams In drainage swales 50 feet on a center to prevent silt from washing Into the drainage system during construction. Check dams shall be removed when vegetation is established. C. Control dust through the application of water. The exact number of applications and amount shall be based upon field and weather conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it is ordered placed. D. Install crushed stone apron of at least 15' width around the perimeter of the building following backfill of the foundation walls. E. Install temporary (sacrificial) crushed stone on all access ways and loydown areas. These areas will be covered later with the roadway/perking lot base materials or with topsoil. F. Permanent Stabilization - Required of all surfaces at the completion of construction. The Contractor will install 4" topsoil, sod, seed (where permitted), fertilize, lime, and mulch (seeded areas) the disturbed areas as soon as possible following completion of construction. 1. Use rapidly germinating cover crops prior to seeding when the ground would otherwise be bare. 2. Inciuda rapidly germinating grasses In the seed mixtures when they will not compromise the Integrity of the final product. 3. Utilize hydroseeding with mulch when feasible. SITE ENGINEER: Cwner /C oniraclor Responsibilities: ?� 1. The Owner/Contractor (O/C) is responsible for the on -going maintenance of all lot specific erosion prevention and sediment control devices and practices. Any subcontractor conducting earth Clyil FNGINFERING ASSOCIATES. INC. disturbance activities on the project site shall review the EPSC plan 10 MWFaD wEWtAW,, SOI1TH BLrs.MGTOH, VT 0 403 and General Permit and shall complete an application and Me with the eoe,Wzsas cur eazaeaazn ww www.,x..,e.00w State a request for Co-Permittes status. eoPYA1oRT - .u. wears sxexxv® 2. Periodic Inspections shall be performed in accordance with the above schedule to ensure that the erosion and sediment control DRAnr measures are functioning as required. In addition to the standard ACL periodic Inspections, Inspections of all of the on -site systems shall be conducted after a rain event causing stormwater to leave the site. Any problems noted during these Inspections shall be corrected DSM immediately. "PRov- 3. Once construction has commenced, the O/C is responsible for the DSM maintenance of erosion and sediment control measures protecting OWNER: nearby stormwater collection systems and water courses. It Is critical that sediment not be allowed to invade the receiving waters. 4. The temporary construction entrance provides a place for parking MUNSON vehicles off-street and a spot where moterlal can be off-loaded. The Intent of the requirement Is to provide a stable surface for EARTH MOVING parking vehicles where mud and debris Is not likely to be tracked onto the street. Proper maintenance of the area Is required until CORPORATION such time as a permanent driveway can be put Into place. 5. During the entire construction process, the O/C is responsible for SHUNPIKE ROAD ensuring that mud, dirt, rocks, and other debris are not allowed to 85 erode or be tracked onto the street system by construction vehicles. WILLISTON, Should any mud or other debris find its way to the road system, the VERMONT O/C shall take Immediate steps to have it removed. 6. Maintenance - Slit Fence PROJECT: A. Inspect sediment fences doily to ensure that construction activities have not Impacted their operability and after each rainfall event causing runoff from the site. B. Should the fabric of the sediment fence collapse, tear, decompose, or become Ineffective, replace promptly. 1200 HINESBURG C. Remove the sediment deposits as necessary to provide adequate storage volume for the next rain event and to reduce pressure on the ROAD OFFICE fence. Take care to ovoid damaging or undermining the fence during PARK clean -out. D. If the utilities are installed after BMP's have been put Into place, LOT 1 B the permit holder Is responsible for control of erosion and sediment during the construction process and for ensuring that all BMP devices MEADOWLAND are re -installed per the original design. Gn-Site Plan Coordinator Inspections BUSINESS PARK 1. The OSPC will normally Inspect erosion prevention and sediment control measures k1 conjunction with routine Inspections. Inspections VT. RTE. 116 will ensure that proper placement and Installation of the erosion SOUTH BURLINGTON prevention and sediment control measures are in place. VERMONT 2. The first Inspection will occur prior to clearing of the site to ensure that proper BMP's are In place, Including proper demarcation of the clearing limits, installation of construction fencing along the stream/wetland buffer limits, and any other devices required to protect the receiving waters from sediment deposition during the clearing phase. 3. Prior to Initiating grubbing and mass earth excavation, the OSPC shall Inspect the site to ensure that the construction fencing, silt fence, construction entrance, and other required BMP's are in place. 4. The OSPC will conduct weekly Inspections and will prepare weekly reports which are to remain on -site until final stabilization is acheived. Additional Requirements 1. All sediment removed from sediment control practices as part of maintenance shall be disposed of In an area that is: a. Less than 5% slope. to At least 10011 from any downslope water body or conveyance to a waterbody (including storm drain Inlet or ditch) c. Area shall be vegetated 2. All areas of disturbance must have temporary or permanent stabilization within 14 days of the initial disturbance. After this time, any disturbance in the area must be stabilized at the end of each .1. cssecm serwoN work day. The following exceptions apply. _ a. Stablllzatlon is not required If work Is to continue In the area within the next 24 hours and there is no precipitation forecast - for the next 24 hours. b. Stabilization is not required if the work is occuring in a self- contained excavation (he. no outlet) with a depth of 2 feet or greater (e.g. house foundation excavation, utility trenches). EPSC RECEIVED NARRATIVE FEB 2 3 2009 DAU DMMG NUIa1RR City Of SO. Burlington FEB., 2009 i se - AS SHOWN C-5 " 5 MOO Na. 08189 SECTON 02936 - PERMANENT SEEDNG SITE ENGINEER: SECTON 02150 - EROSON CONTROL PART I - GENERAL 1.01 SUMMARY A. Section Includes: 1. The work under this section Includes but is not limited to providing oil labor, equipment and materials for the installation of all required site related erosion control measures. if not otherwise directed on the plans, erosion control shall be In strict conformity with the latest revision of the 'Vermont Erosion Prevention and Sediment Control Field Guide' available from the Stormwater Section of the Vermont Water Quality Division. B. Related sections: 1. Section 02210 - Site Earthwork 2. Section 02936 - Permanent Seeding 1.02 GENERAL NOTES A. The discharge of sediment laden water from the project site is prohibited. All discharged water from dawatering operations shall discharge Into a temporary sedimentation basin. B. Contractor shall Install all erosion control measures as depicted on plans and details or as recommended by the Stormwater Section of the Vermont Water Ouality Division prior to any construction. Contractor shall also be responsible for Inspecting and maintaining all erosion control measures until project is completed. C. Contractor shall also limit the soil disturbance and seeding opplication dates to between May let and October 15th. If soil disturbance occurs later than October 15th and prior to May let, winter erosion control measures will be necessary. Contractor shall consult with the Engineer for additional site specific winter erosion control measures. D. All stockpile material (topsoil, borrow, etc.) will have a silt fence constructed around the perimeter. Seed and mulch stockpiled material as soon as possible to prevent soil erosion and sedimentation off site. Locate stockpiles on the uphill side of the disturbed areas, if possible. During windy conditlons, stockpiled material shall be covered or watered appropriately to prevent wind erosion. E. Slopes greater than 3:1 (H: V) shall haw erosion control matting Elting Installed to stabilize the slope and reduce the erosion potential. Install matting so that all parts are In contact with the underlying soil. Pin matting with wire staples 3' o.c. to ensure full bonding with soil surface. Matting shall be installed in accordance with manufacturers recommendations. F. Control dust through the application of calcium chloride or water. An average application of one pound of calcium chloride per square yard of exposed area should be considered for each treatment The exact number of applications and amount of dust controller shall be based upon field and weather conditions. It shall be spread In such manner and by such devices that uniform distribution Is attained over the entire area on which It Is ordered placed. PAR] 2 - PRODUCTS 2.C1 EROSON CONTROL NETTNG A. Jute netting sholl consist of undyed and unbleached yarn woven Into a uniform open plain weave mesh. 2.C2 EROSON CONTROL MATTNC A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green S1508N for swales and slope stabilization, or approved equal, for all areas for permanent Installation, and C125 and SC150 where matting is being used as temporory protection of disturbed soils until a final surface stabilization method Is employed. 2.03 FLTER FABRC A. When filter fabric is required, it shall conform to the requirements of Mirafi 50OX or approved equivalent. 2.04 CALC UM CHLOR DE A. Calcium chloride shall conform to the requirements of AASHTO M 144. Either regular flake calcium chloride, Type 1 cr concentrated flake, pellet or other granular calcium chloride, Type Z, may be used. 2.05 WATER A. All water used shall be clean and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter and other substances Injurious to the finished product, plant life or the establishment of vegetation. 2.06 SED WENT WATTLES A. Sediment wattles shall be King Fibre Corporation silt trapper sediment wattles or approved equal. 2.C7 POLYAC RUW DE A. Polyacrumide (polymer) logs (blocks) shall only be used with permission from the Engineer and VT ANR Water Ouality Division. Type shall be Applied Polymer Systems, Inc. floc log or approved equal. The type of floc log used shall be based upon a site specific testing of the native solls. 2.08 STONE CHECK DAMS A. Stone check dome should be constructed of 2 to 3 Inch stone. Hand or mechanical placement will be necessary to achieve complete coverage of the ditch or awale and to ensure that the center of the dam Is lower than the edges. The maximum contributing drainage area from any one check dam shall not exceed two acres. See the detall drawing In the Erosion Control Details Drawings for the proper installation of stone check dams. PART 3 - EXECUTON 3.01 HAY BALE CHECK DAM AND NLE7 PROTECTDN A. Hay bales shall not be used to construct check dams or as a means of Inlet protection. 3.02 SET FENCES A. The silt fences shall be constructed In accordance with the construction detail. The fence shall generally be placed 10 feet from the toe of the slope or as shown on the plans. The ends of the fence shall be placed uphill to form a horseshoe shape to trap all runoff. Silt fence shall not be placed across areas of concentrated flow. B. The silt fences shall be Inspected periodically for damage or build-up of sediments. All damaged fences shall be repaired or replaced. Sediment deposits shall he removed from the fence as they build up and be placed In an area where there is no danger of further erosion. 3.03 EROS ON MATT NG A. Erosion matting shall be placed on all grass -lined ditches with profile grades exceeding 5.OX and all other areas called out on the plans, and shall be placed and maintained in accordance with the Vermont Agency of Transportation Standard Specifications Sections 654 and 755.07. 3.04 RESTORAI ON A. As soon as construction Is completed in a given area, It shall be topsoiled, seeded, fertilized and mulched a. specified in Section 02936 - Permanent Seeding. 3.05 STAB LZED ROAD ENTRANCE A. A stabilized pad of crushed stone located at any point where traffic will be entering or leaving the construction site to or from a public right-of-way or street or as shown on the drawings shall be conatructed for the purpose of preventing the tracking of sediment onto public rights -of -way. B. Design Criteria: 1. Use 1.5 to 2.5 Inch atone. 2. Use 8 Inch layer of stone. 3. Stone pad shall be full width of entrance. 4. Minimum length shall be 50 feet. 3.06 GRASS-L NED 0 TC HES A. All ditches that are not stone -lined shall be topsoiled, seeded, fertilized and mulched. Any area which shows signs of erosion shall be reseeded immediately and maintained until permanent vegetation Is established. 3.07 MAINTENANCE A. All erosion control measures shall be Inspected dolly and repaired and/or replaced as needed. B. All erosion control measures shall be Inspected after periods of heavy rain. C. The stabilized road entrance shall be top dressed with additional stone should the existing stone become clogged with sediment. D. Hay or straw mulch Is subject to wind action. Mulch may require anchoring as the weather conditions warrant. 3.08 STONE CHECK DAMS A. The drainage area of the ditch or swole being protected should not exceed 10 acres. B. The drainage area to any check dam shall not exceed 2 acres. C. The maximum height of the check dam should be 2 feet. The center of the check dam must be at least 6 Inches lower than the outer edges. The maximum spacing between the dams should be such that the toe of the upstream dam Is at the same elevation as the top of the downstream dam. D. Check dams should be installed before runoff is directed to the swale or drainage ditch. 3.09 DEWATERING METHODS A. All dewatering methods associated with this project are to be approved by the VT DEC and the engineer prior to use. END OF SECTION 02150 PART 1 - GENERAL 1.C1 SUMMARY A. Section Includes: 1. Furnishing all labor, materials, and equipment to complete all seeding work as shown on the drawings and specified herein. 2. Except where otherwise shown or specified, the Contractor shall seed all areas where new contours are shown on the drawings and all areas where existing ground cover has been disturbed by the Contractors operations. B. All work and materials of this Section shall conform to the applicable requirements of the VAOT Standard Specifications, Division 600. I.C2 SUBW TTALS A. Provide the following for approval prior to delivery to the site: 1. Supplier's Certificate of Compliance attesting that lime, fertilizer and seed meet the requirements specified. 2. The Contractor shall provide representative topsoil samples for testing and approval, deliver samples to a public extension service agency testing laboratory, have testing report sent directly to the Engineer and pay all costs. Testing shall report on mechanical and chemical (pH soluble salts) analysis. Report shall be submitted at least one month before any looming is to be done. 1.03 SEED NG SEASONS A. Seeding and Initial fertilizing shall be done between April 1 and June 1, between August 15 and October 15. or as permitted. Seeding shall not be done during windy weather or when the ground Is frozen, excessively wet, or otherwise untillable. If seeding Is done during July or August, additional mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.01 L ME A. Line shall be standard, ground dolomite limestone, agricultural grade, containing a minimum of 95% of calcium and magnesium carbonates. 100% shall pass the 10 mesh sieve: minimum 90% shall pass the 20 mesh sieve; minimum 40% shall pass the 100 mesh slew. 2.02 EFRi LZER A. Fertilizer shall be commercial grade granular fertilizer as required for soil conditions as specifled In Section 543 of the VAOT Standard Specifications. The fertilizer shall be delivered to the project In new, clean, sealed containers which bear a label fully describing the contents, the chemical analysis of each nutrient, the fertilizer grade, the net bulk, the brand and the name and address of the manufacturer. The fertilizer and labels shall conform to all existing State and Federal regulations, and shall meet the standards of the Association of Official Agricultural Chemists. 2.0 CRASS SEED A. Provide fresh, clean, new -crop seed of the grass species, proportions and minimum percentages of purity, germination and maximum percentage of weed seed as follows: 1. Park seed shall normally be used on loam areas. This seed mixture shall conform to the following table: Minimum Minimum Creeping Red Fescue 96% 85% 40 Perennial Ryegrass 98% 90% 50 Kentucky Bluegrass 97% 85% 25 Redtop 95X 80% 5 TOTAL = 120 2. Slope seed shall normally be used for oil slope work, usually 3:1 or steeper and shall conform to the following table: Minimum Minimum Creeping Red Fescue 96X 85X 35 Perennial Ryegrass 98% 90% 30 Redtop 95% 80X 5 Alsike Clover 97X 90X 5 6 rdsfoot Trefoil 9B% BOX 5 TOTAL = BO 3. Shade seed shall normally be used in shaded areas In or along the edge of wooded areas. This seed mixture shall conform to the following table: Minimum Minimum Kind of Seed Purity Germination Lbs/Acre Creeping Red Fescue 95% BOX 30 Tall Fescue 96% BOX 20 Cro-tch 95% 80% 30 B. Notify Landscape Architect at least seven (7) working days prior to starting seeding C. Prepare areas Immediately prior to seeding as follows: 1. Loosen soil of seed areas to a minimum depth of 4'. 2. Remove atones over 1' In any diameter and sticks, roots, rubbish and extroneuua matter. 3. Remove existing weeds and grasses by pulling or tilling under. 4. Grade areas to be seeded to a smooth, free draining even surface with a loose, moderately coarse texture. 5. Remove ridges and fill depressions as required to drain. 6. Restore prepared areas If eroded or disturbed prior to seeding. 3.02 SEED NG CONO T ONS A. Seeding shall not be done when the ground la frozen, snow covered, muddy, or In any other unsatisfactory conditkxn for planting. No seeding operations shall be conducted under adverse weather conditions or when soil moisture conditions are unfavorable (too wet or too dry) or when winds exceed 5 MPH. B. Construction methods shall be those established as agronomically acceptable and feasible. The Contractor shall keep all equipment and vehicular and pedestrian traffic off areas that have been seeded to prevent excessive compaction and damage to young plants. Where such compaction has occurred, the Contractor shall rework the soil to make a suitable seed bed; then reseed and mulch such areas with the full amounts of the specified materials, at no extra expense to the Owner. C. Surface and seepage water should be drained or diverted from the site to prevent drowning or winter killing of the plants. D. All areas and parts of areas which fail to show a uniform stand of grass far any reason whatsoever shall be reseeded, and such areas and parts of areas shall be seeded repeatedly until all areas are covered with a satisfactory growth of grass. E. Watering is considered a necessary element for establishment and survival. F. Where ryegross has been planted for temporary erosion control and has not been eliminated prior to the completion of the work, such areas shall be disced at least 3 Inches deep and seeded to permanent grasses to prevent the ryegrass from reseeding and becoming competitive with and retarding development of the permanent cover. 3.02 SEED NG A. Line and fertilizer should be applied prior to or at the time of seeding and Incorporated Into the soil. Kinds and amounts of lime and fertilizer should be based on an evaluation of soil tests. When a soli test Is not available, the following minimum amounts should be applied: Agricultural limestone, 2 tons par acre or 100 lbs. per 1.000 square feet. Nitrogen (N), 50 lbs. per acre or 1.1 lbs. per 1.000 square feet. Phosphate (P205), 100 Its. per acre or 2.2 lbs. per 1,000 square feet. Potash (K20), 100 lbs. per acre or 2.2 lbs. per 1,000 square feet. (Note: This is the equivalent of 500 lbs. per acre of 10-20-20 fertilizer or 1,000 lbs. par acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate for the site. Methods include broodcasting and hydroseeding as follows: 1. Broadcasting: Sow seed using mechanical spreader at a rate of 4 lbs./1,000 square feet. Distribute seed evenly over entire area by sowing equal quantity In tow directions at right angles to each other. Rake seed lightly Into top 1/8" of topsoil, roll lightly and water with a fine spray. 2. Hydroseeding: Mix specified seed, fertilize and pulverize mulch in water, using equipment specifically designed far hydroseed application. Continue mixing until uniformly blended Into homogenous slurry suitable for hydraulic application. Apply slurry uniformly to all areas to be seeded. Rate of application as required to obtain specified seed sowing rate. 3.03 WULCHNG A. Mulch materials shall be spread uniformly by hand or machine at a rate of two 50 Ib. bolo per 1,000 square fact. B. Organic Mulch Anchoring - Straw or hay mulch must be anchored Immediately after spreading to prevent wind blowing. 3_04 MANIFNANCI A. The maintenance period shall begin immediately after seeding and shall continue until acceptance. B. All mulches must be Inspected periodically, In particular after rainstorms, to check for rill erosion. Where erosion Is observed, additional mulch shall be applied. Net should be Inspected after rainstorms for dislocation or failure. If washouts or breakage occur, reinstall net as necessary after repairing damage to the slope. Inspections should take place until grasses are firmly established. Grasses shall not be considered established until a ground cover Is achieved which Is mature enough to control soil erosion and to survive severe weather conditions. Where mulch Is used In conjunction with ornamental plonting.. Inspect periodically throughout the year to determine If mulch is maintaining coverage of the soil surface; repair as needed. C. Seeding area. shall be protected and maintained by watering, reseeding, mowing, weeding, rolling, Insect or disease control measures, re -fertilizing and repair of washouts which are necessary. TOTAL = 80 D. The Contractor shall maintain all seeded areas until full vegetation Is established. B. The seed mixture shall be delivered in new, clean, sealed containers. Labels and contents shall conform to all State and Federal regulations. Seed shall be subject to the testing provisions of the Association of Official Seed Analysts. C. Seed that hoe become wet, moldy, or otherwise damaged will be rejected. 2.04 MULCH A. Mulch must be installed on all seeded areas. The following mulches are acceptable for use. 1. Hay mulch free of weeds and coarse matter at a rate of 90 pounds per 1,000 square feet. 2. Wood fiber applied in a slurry (1/6' or longer) at a rate of 40 pounds per 1,000 square feet. 2C5 WATER A. All water used shall be obtained from fresh water sources and shall be free from Injurious chemical and other toxic substances harmful to plant life. No water which is brackish will be permitted at any time. The Contractor shall identify to the Engineer all sources of water at least two weeks prior to use. The Engineer, at his discretion, may take samples of the water at the source or from the tank at any time and have a laboratory test the samples for chemical and saline content. The Contractor .hall not use any water from any source which is disapproved by the Engineer following such tests. PART 3 - EXECUTON 3.01 PREPARATON A. Examine finish surfaces and grades. Do not start seeding work until unsatisfactory conditions are corrected. Perform seeding work only after planting and other work affecting ground surface has been completed. E. All seeded areas shall be kept free from weeds and debris, such as stones, cables, baling wire, and oil slopes 4:1 or less (flatter) and level turf shall be mowed In the following manner. 1. When grass reaches a height of 4-6", mow to a height of 3'. 2. At least two cuttings shall be made prior to final acceptance. F. Following mowing, all permanent seeding grass areas (mowed and unmowed) shall receive a uniform application of slow release fertilizer hydraulically placed at the rate of 10 pounds per 100 square feet. 3.05 ACCEPTANCE A. Inspection to determine acceptance of seeded areas will be made by the Landscape Architect, upon Contractor's written request. 1. Provide notification at least ten (10) working days before requested inspection date. B. Seeded areas will be acceptable provided all installation and maintenance requirements have been complied with and a healthy uniform lawn Is established. C. Upon acceptance, the Owner will assume maintenance. 3.06 WARRANTY A. All seeded areas will be warranted for a period of twelve months from date of Owner's acceptance. Should any needed areas fail to maintain full vegetation, foiled areas will be refurbished until this specification is achieved at the cost of the Contracts: END OF SECTION 02936 r P\ CIVIL ENGINEERING ASSOCIATES. INC, fa MNSRaD MEWDIHE, SOUIHBtA WTOR W OM sasesazsan P e@-0er-T wwe., www.cwEa _ D_" ACL c CXXD DSM APPROVED DSM OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT RECEIVE FEB 2 3 20019 C, ty of So. Burlington DATE CRE- RR imam EPSC SPECIFICATIONS DATE DRARONG NDYEER FEB., 2009 scAca AS SHOWN C_5.6 PROJ. xo. 08189 1200 Hinesburg Road Office Park, South Burlington, Vermont Inspection Program The inspection responsibilities of the site contractor (C) and the On —Site Coordinator (OSC) is outlined in the chart below: Storm Drain Inlets C OSPC E I C OSPC Silt Fence C OSPC E I C OSPC Construction Fencing C OSPC E C OSPC Construction Entrance C OSPC E C OSPC Stabilized Areas C OSPC E C OSPC Report C OSPC E I OSPC C = Site Contractor Inspection and Repair OSC = On —Site Coordinator E = Engineer Stormwater runoff from this site discharges to Potash Brook, a stormweter impaired waterway. Work upgradient of wetlands and watercourses draining to Potash Brook are areas that require special attention due to the important resources in the vicinity of the project. Field Protocol — Areas of special concern will be reviewed with the Contractor prior to initiating site clearing activities. These areas will be continually reviewed by the Contractor, the OSC and any issues will be identified in the daily or weekly reports. All reports shall be distributed via e—mail to all three parties in support of the efforts to address areas of concern in a timely manner. INSPECTION REPORT GUIDELINES FOR CONSTRUCTION SITES Inspection Report • Components and Scope of the inspection • Nome(s) and qualifications of personnel conducting the Inspection. • Dates of the Inspection. • Observations relating to the implementations of the SWPPP. • Action taken. • Incidents of noncompliance. If no Incidents of noncompliance were found, the report must contain a certification the the facility is in compliance with the SWPPP and the permit. • The report must be retained as part of the EPSC Plan for up to three years after the site has been stabilized. INSPECTION GUIDELINES FOR STRUCTURAL MEASURES Sediment Containment Systems - Has sediment filled to within 12 Inches of where water discharges through the outflow structure? - Is the outflow structure installed as Illustreted In the plans? - Are the embankments protected against erosion? BARRIERS Silt Fence - Is the material buried In a trench and bockfliled? - Are the stakes installed correctly with the proper spacing? - Has sediment accumulated to within 12 inches of the top? - Is runoff water running around, below, or between the fabric? Continuous Berm - Has the berm been Installed correctly? - Is the fabric adequately stapled? Other - Are barriers causing local flooding problems? CHECK STRUCTURES Crushed Rock - Will water flow over the middle Instead of around the edges? - Has movement of the rock occurred? DRAINS/INLET PROTECTION Rock - Does rock cover the inlet opening? - Are rock diameters about 1.0 to 2.0 Inches? - Is the rock barrier Installed correctly? - Has the rock barrier been installed In front of an inlet that is a sump? Inserts - Has the structure been installed correctly? - Will the structure prevent runoff water from entering the storm sewer system? - Has sediment filled up the structure? When will the sediment be removed? Other - Are freezing conditions Impacting the protection measures? ADDITIONAL INSPECTION REPORT GUIDELINES: The site contractor shall keep a written record of: 1. Daily inspections 2. Any problem areas and corrective measures undertaken to prevent future problems. 3. Consistency with the approved plan and any deviations. 4. Disturbed Areas and areas that have been temporarily or permanently stabilized since the last inspection. 5. Signature of the On —Site Plan Coordinator. The inspection reports shall be kept on site and shall be made available on —site or via mail to the Engineer and VT DEC upon request. INSPECTION GUIDELINES FOR NONSTRUCTURAL MEASURES DRAINAGE CONTROL Diversion and Containment - Are they protected against erosion? Dikes - Hove they been constructed to control and divert anticipated flows? - Should the bottom be lined with any material to prevent erosion? Slope Drains - Will runoff water be diverted Into the pipe? - Does sufficient protection exist to prevent failure of piping? - Is the pipe anchored? - Does erosion protection exist where water discharges? - Are they functioning in the manner they were designed? Staging of Construction - Does all the ground need to be disturbed? Activities - How much land is being disturbed and how much can remain in vegetation? Planting of Perrenial Seed - Are drill marks evident that are parallel or perpendicular to land contours? - Has the seed tag been checked and the mixture verified? - If seed is applied hydraulically, how much was used? - If seed was broadcast, was the ground raked? - What time of the year was the seed planted? - Are weeds becoming established? Planting of Temporary, Nursery, - What type of seed was used? or Cover Crop - How long will the vegetation be in place before planting of perennial grass occurs? - When was the seed planted? Dry/Hydraulic Mulch - Does the mulch cover 80-100% of the bare ground? - If dry mulch is applied, how is it held In place? - Has wind removed the dry mulch, and is this a problem? Soil Binder - What type of material was used? - When was it applied? - Does the material still control erosion? Hillside Protection by RECP - Is the material properly Installed at the top? - Are sufficient staples used? - Does the material overlap along the edges? - Does the material need to be repaired? Channel Protection by ECB's, - Is the material property Installed at the top? TRM's, and C-TRM's - Are sufficient stoples used? - Is the material properly stapled or trenched along the edges? - Should a rock check structure be installed on top of the material? NOTES: 1. The Contractor will be required to assign one person responsible for the report preparation and who will act as the primary contact with the Engineer and all regulators. 2. The Contractor will be responsible for daily clean—up of materials deposited on all existing paved areas as a menas of reducing sediment runoff to catch basins in wet weather and reducing dust during dry weather. STRUCTURAL MEASURES INSPECTION POSSIBLE MAINTENANCE Sediment Containment Systems Constructed to Specifications? List what action Is required. Functional outlet structure? Repair or replace. Accumulated sediment emo". place upstream, and stabilize. Long flow -path length? Install baffles. Silt Fence Barriers Proper Placement of stakes? If not reinstall. Material In a trench? If not, reinstall. Accumulatedsediment? Remove, place upstream, and stabilize. Used In a drainage ditch? Remove structure. Used around Inlets? Remove structure. Other Barriers Improper installation? Install another method. Rock Check Structures Correct rock diameter? If wrong diameter, re lace. Water flowing around end? Extend rock. Other Check Structures Inlet Protection Cover over structure? Create on opening. Bale barrier on concrete? Replace with rock. Diversion Dikes Erosion of structure? Complete repairs and stablize. Improper location? Remove and relocate. Slope Drains Runoff not flowing into structure? Repair containment system. Check to see if runoff is being diverted to structure. Runoff flowing Into and past pipes? Install a larger diameter pipe. Evaluate whether design storm event was exceeded by contacting designers. Add more drains. Tunneling of containment dike Is evident? Repair embankment with sandbags. Contrailing Wlnd-Bome Particles Is ground smooth? Develop furrows perpendicular to prevailing wind direction. Do barriers exist? Install barriers perpendicular to to prevailing wind direction. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATE& INC, fe MAMEIDYEWIMIF s0 "JilllU iNN, Vr ONO e02ee4. = Fes saeseran eek wsw.ca►. — PTameT esoa - •a. amen saenras D-W ACL ca<c® DSM a Rffao DSM OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT RTE. 116 SOUTH BURLINGTON VERMONT ECEIVED FEB 2 12009 ity of So. Burlington D�Te I mcl® I aMeION EPSC INSPECTION WTI I OW1WC NU1®B FEB., 2009 OCCUIC AS SHOWN C-5.7 Peal. No. 08189 POSTS 1. SET POSTS AND 2 STAPLE THE HIRE EXCAVATE A 4"X8" MESH FENCING TO ANGLE 10' TRENCH, SET POST VARE� POSTS (YMEN USING UPSLOPE FOR DOWNSLOPE FENCING MESH FENCING) STABILITY AND SELF CLEANING 00. -T( 12" MIN. - s'I ��l ry I��II: 3. ATTACH FILTER FABRIC 4. STAPLE THE ORE TO THE WERE FENCING MESH FENCING TO FlL AND EXTEND IT TO END POSTS (WHEN FAB'C TEE TRENCH. COME PAC USING MESH FENCING) BACKFlLL 1. INSTALL SILT FMn AT IDES OF UNPROTECTED SLOPE ANO AS PMAUIL TO CONTOURS AS POSSIBLE CURVE THE ENDS OF THE FENCE LIP INTO THE SLOPE. REMOVE SOIMENT WHEN AI=94IUIED TO HAI-F THE HERi1T OF THE FENCE CONTRACTOR SHALL INSTALL SILT FENCES AT ME TOE OF ALL MUM OR UNPROIECID SLOPES CREATED ONWNG OUNSTRUCTHN. NOT NECESY Y REFLECTED ON THE FINAL PLANS SILT FENDS ARE TO RE MAINTAINED UNTIL SLOPES ARE STAB M. 2 WOVIN *W FEILE TO RE FASTENED SECURELY TO POSTS NTH NRE TICS OR STAPLES A FILTER CLOTH TO DE FASTENED SORELY TO WOVEN WIRE FENCE Y41H TIES SPA® EVERY 20 AT TOP. MD KCION. AND BDTIDN. 4. MEN TWO SECTIONS OF FILTER CLOTH ADJON EACH DINER TNEY STALL BE OVERLAPPED BY M", FOLDED AND STAPLED. SILT FENCE CONSTRUCTION DETAIL N.T.S Incorrect - Da N t layout penmeter &g[i¢L'L - Into# J-hoaks control' w1t fences along Property hoes. All sedinenl lad runoff w71 concentrate and o_rwhelm the system. D'scrcet segments of silt fence, installed with ✓-hooks or 'smiles' will be much more effect!_. SILT FENCE PLACEMENT FOR PERIMETER CONTROL N.T.S. TEMPORARY SEEDING B MULCH OR NETTING SILT FENCE INSTALLED ON DOWNGRADIENT SIDE TEMPORARY STOCKPILE DETAIL N.T.S. A. OWPLAP 6" (150mm) MINIMUM E WA✓ATE CHANNEL TO DESIGN GRADE AND CROSS SECTON >v 'A DESIGN;DEPTH \ OVE77CUT CHANNEL J I LONCDUD7RE 2" (50mn" TO ALLOW L" , _ _' I ANCHOR TRENCH BULKING DURING SEEDBEDowd PREPARATION r ,.IA>a.nl 7)OIC4L 1NSTALLA770N • :fir:' fca%• ` WITH EROSION CONTROLBLANKCS OR TURF `Zz• / / / REINFORCEMENT MATS \ / \ IINTERNTITENT CHECK SIAT LONGITUDINAL ANCHOR TRENCH SHINGLE -LAP SPLICED ENDS OR BEGIN NEW ROLL IN AN 1NTERMIT7r1vT CHECK SLOT PREPARE SOIL AND APPLY I A y SEED BEFORE 11,62ALLINIT W Vb BLANKETS AMA75 OR 07HER Y�(CHWNEZ LINER 77 SY5PO +} +1+++ NOTES' 1. DESIGN WZOCTTIES EXCE ,VG 2 FT/SEC (0.5m/sec) REQUIRE TEM-ORARY BLANKETS, A6475 OR SIMILAR L/wn TO PR07ECr SEED AND SOIL UNTIL VEGETATION BECOMES ESTABLISHED. 2 GRASS -LINED CHANNELS W/TH DESIGN 1,E102177ES ENCEED017 6 FT/SEC (2m/sec) SHOULD INCLUDE TURF REINFORCEMENT mrs. GRASS —LINED CHANNEL - EROSION CONTROL MATTING TYPICAL INSTALLATION N.T.S. MINIMUM 1" PLACED AR WARE SCREE I TRAP ROCK METAL STAKE PLACED AROUND TRAP ROCK DNERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2X 2X OR GREATER ram' ~WAY \ Y FILTER FABRIC SECTION A - A NOS' STRAW 84LES. S4AVM6S, SPILLWAY USE S4N064GS 57RAW 841CS OR CONTINUOUS BERM OF OR 07H£R APPROVED ME7HODS EOUIVALENT HEIGHT 70 CFLWNE1JZE RUNOFF TO \ 8A /N AS REQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY In Am A ° A 2 =3' /50-75mm)) MIN. COURSE AGGREak 6" (150mm) 7H K 3.6m) � DIVERSION RIDGE 50' (15m) MIN. PLAN NOTES 1. THE ENTRANCE SH41L BE MA#VrAINED IN A CONDITION 77L47 WILL PREVENT 7RACKING OR ROW ING OF SEDIMENT ONTO PUBLIC R/OH7=OF-WAYS THIS AG4Y REOU/RE TOP DRES STAG, REPAIR AND/OR CLEAN OUT OF ANY MEASURES USED 70 Db1P SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENIRN/CE ONTO PUBLIC RIGHr-OF=WAY. TEMPORARY 3. WHEN WASHING IS R£OU/RED, /T SHALL BE' GRAVEL DONE DIN AV AREA OaQED STONE 7Hr owNs I AN Itv CONSTRUCTION SEDIMENT TRAP OR SEDIMENT B4SIN. ENTRANCE EXIT WARE SCREEN N/ 0.5" OPENINGS THAT IS SECURED TO METAL STAKES. ATTACH TO WIRE SCREEN, FILTER FABRIC, MIRAFl6F _ 14ONS OR APPROVED - EQUAL CULVERT PLAN METAL STAKE PLACED AROUND WIRE SCREEN TRAP ROCK N/ 0.5" OPENINGS THAT IS SECURED TO PUMP DISCHARGE METAL STAKES. HOSE ATTACH TO `MRE SCREEN, FILTER FABRIC, MIRAFl 14ONS OR APPROVED EQUAL MINIMUM 1"0 ROCK PLACED AROUND WIRE SCREEN PLACE 9" MIN. FABRIC TO BE COVERED WITH ROCK CROSS-SECTION NOTE: ALL DEWATERING DISCHARGES SHALL BE THROUGH SEDIMENT CONTROL TRAPS, CONTRACTOR SHALL MAINTAIN AND CLEAN TRAPS AS REQUIRED. SEDIMENT CONTROL TRAP DETAIL N.T.S. MATCH 1 SECTION TEMPORARY GRAVEL CONSTRUCTION ENTRANCEAXIT N.T.S. A -A CULVERT h END SECTION TYPE II STONE FILL 1 B. A TYPE II STONE FILL (1'-0" MIN. THICKNESS) END SECTION -� A I \ STABILIZATION FABRIC MIRAFl 50OX OR APPROVED EQUAL CONTINUE STONE FILL IF REQUIRED END SECTION DETAIL N.T.S. SOE SLOPES TO BE 3.1 DR AS SPECIFIED ON PLANS EXISTING' GROUND--- _--�I------- -- . IT III EROSION CONTROL MATTING IN 4' TOPSOIL DITCHES ./PROFILE GRADES MIN. EXCEEDING 51L STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED CHANNEL N.T.S. e WS.S 16�iI � P ■ ■ ■ o ■ o lE�s��■ WIRE SCREEN TY/ 0.5" OPENINGS PLACED AROUND CONCRETE BLOCKS PLAN CONCRETE BLOCKS STACKED 1 OR 2 LAYERS HIGH PLACED AROUND CATCH BASIN MINIMUM 1"0 ROCK WIRE SCREEN PLACED AROUND AND N/ 0.5" OPENINGS TO THE TOP OF PLACED AROUND CONCRETE BLOCKS CONCRETE BLOCKS GROUND CROSS-SECTION YARD DRAIN AND CATCH BASIN INLET PROTECTION (WITH CONC. BLOCKS) N.T.S PLAN WOODEN OR METAL STAKES PLACED AROUND CATCH BASIN _ „' 18" MIN WOODEN OR METAL STAKES PLACED AROUND CATCH BASIN FILTER FABRIC SECURELY FASTENED TO STAKES OVERLAP JOINTS TO THE NEXT STAKE FILTER FABRIC MIRAFl 50OX OR APPROVED EQUIVALENT BURY FABRIC 12' MIN. CROSS-SECTION YARD DRAIN AND CATCH BASIN INLET PROTECTION (WITH FABRIC) N.T.S. SITE ENGINEER: f �a CIVIL ENGINEERING ASSOCIATES. INC 10MANSFEIDVgWLAME VT OM RO@1R42A2t FA10 lDTM{?2T1 N.O: ..w.CrM.cem DRAWN ACL CHLLEOtD DSM D M OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT RECEIVE FEB 2 3 2009 City of So. L DATB I MCM L RBYISEON I EPSC DETAILS DAL[ DRAWING NuMNB FEB., 2009 BCAJ 6 AS SHOWN C-5 .8 PROJ. NO. 08189 BI al � Ala solo GIB NOTES FINISH GRADE 1. TAPPING SLEEVES AND VALVES ON ADJUSTABLE IRON VALVE BOX CWD TRANSMISSION MAINS ARE TO WITH COVER MARKED 'WATER" MEET THE CHAMPLAIN WATER DISTRICT 'STANDARD SPECIFICATION TAPPING FOR TAPPING SLEEVES AND TAPPING SLEEVE TAPPING VALVE VALVES" DATED NOVEMBER. 1992. ALL OTHER TAPPING SLEEVES AND VALVES ARE TO MEET APPROPRIATE EXISTING " MECH. JOINT WITH "MEGA -LUG" DISTRIBUTION SYSTEM SPECIFICATIONS WATER MAIN RETAINER GLAND OR APPROVED EQUAL 2 WET TAPS SHALL BE PREFORMED BY PRE -APPROVED FIRMS ONLY. 3/4" CORPORATION IN FIRST LENGTH OF PIPE FOR TESTING 3. ALL FITTINGS THAT ARE TO HAVE o CONCRETE POURED AROUND THEM \ NEW " D.I. PIPE ARE TO BE WRAPPED wTH 4 mD. POLYETHYLENE PRIOR TO CONCRETE e PLACEMENT. ? Roo ogR oe \/ " 0000aooa o000000 3y GUSHED STONE BEDDING (MIN. 12" THICK) CONCRETE 4 MIL POLYETHYLENE THRUST BLOCK (SIZE DETERMINED BETWEEN FITTINGS AND BY SOIL CONDITIONS) CONCRETE TAPPING SLEEVE & VALVE DETAIL NTS jy, AWWA HYDRANT, VALVE AND 11jam APPURTENANCES AS PER SPECS COARSE GRAVEL OR PEASTONE TO 1 CY VOLUME ADJUSTABLE IRON VALVE BOX W COVER MA " T MARKED 'WATER" FINISH GRADE 0 U o ANCHOR b Z � TEE 6` D.I. V7 PLUG HYDRANT DRAIN 9 UNDI SOIL 3/4' CRUSHED THRUST STONE ANCHOR COUPLING OR SPOOL PIECE BLOCK WITH MEGA -LUG GLANDS NOTES: 1. ALL FITTINGS ARE TO HAVE MEGA -LUG RETAINER GLANDS. 2. PRIOR TO POURING THRUST BLOCKS ALL FITTINGS ARE TO BE WRAPPED WITH 4 mll. POLYETHYLENE. HYDRANT ASSEMBLY DETAIL N.T.S. 394 392 390 388 386 384 382 380 378 376 374 372 370 TOPSOIL, RAKE; SEED k MULCH PAVED i APPROVED BACKFILL THOROUGHLY COMPACTED -f. IN 8" LIFTS i RIGID INSULATION AS i, REQUIRED. USE 1" OF INSULATION FOR EVERY FOOT DEPTH OF PIPING Y IS LESS THAN 6'-0" NEW WATER UNE (POLY WRAPPED) THOROUGHLY COMPACTED SAND BEDDING UNDISTURBED SOIL OR ROCK TYPICAL WATER TRENCH DETAIL N.T.S. NOTES: 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D598). 2. Bedding material shall not be placed on frozen subgrade. 3. Approved bockRll shall not contain on stones more than IV in largest dimension 6 In roadways, 2" maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material. 4. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during installation of pipe and backfill. 5. In trenches with unstable materials, trench bottom shall first be stabilized by placement of filter fabric then crushed stone (3/4" maximum). S. The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7. Pipe bedding to conform with Section 2.04, Granular fill. EFFECTIVE MINIMUM ONE FULL BEARING AREA INSTALL EBM OR SIGMA MECHANICAL LENGTH OF PIPE MEGA -LUG OR APPROVED EQUAL JOINT RESTRAINTS AT CARE VALVE RETAINING GLAND THRUST PLUG BLOCK a AvNN` UNDISTURBED ,A%A' UNDISTURBED SOIL VALVE/DEAD END REDUCER SOIL N.iA N PLACE 3 MN. (MIN.) MTA �.� POLYETHYLENE SHEET BETWEEN ALL CONCRETE THRUST BLOCKS AND PIPE AND/OR FITTINGS TO PREVENT BOND. THRUST THRusT BLOCK ,��,.ro,�,., BLoa -• �.• TEE NOIS.ReED SOIL OR 1151 N.iA N iTURBED MINIMUM AREA OF BEARING SURFACE OF GONG. THRUST BLOCKS Lw _ FEET_ oe9lw IILw 1 . - • Wu1wE r e. n n n D 0 o+oo ,+oo z+DDWATER LINED 4+DTI S+DTI PROFILE 1'-50' HORIZ. 1"-5' VERT. 394 392 390 388 386 384 382 380 378 376 374 372 370 3" 1 4" 6" 8j 12' SOIL CONDITION SAFE BEARING LOAD P ENDS90' ELB. 4S' ELB. 725' as TE6 90' ELB. 4S' ELB. 225' OLD. 0 • 90' ELe 45 EL& 225' ELIL T� 9T ELS. 5' S. 2W ELS. a lKr ne. 45' all. 225' ELAL 0.5 0.5 0.5 0.5 0.5 1.0 0.3 0.5 1.0 1.5 1.0 QS 2'0 25 5 1.0 4.0 3.5 3.0 1.3 SOUND SHALT 10,000 1.0 1.0 1.0 0.5 1.5 20 1.0 0.5 3.0 4.0 2.0 1.0 4.5 B.S 5 2.0 10.014, 7.5 20 4,000 1.0 1.5 1.0 0.5 2.0 25 1.S 1.0 3.5 5.0 3.0 1.S 6.0 8.5 0 2.5 1A018.510.0 5.0 3,ODo 1.5 2.5 1.5 1.0 2.5 3.5 20 1.0 5.5 7.5 4.0 20 9.0 13.0 0 }.5 0. 7. 15. 8.0 2.000 3.0 4.5 2.5 1.5 5,0 7.0 4.0 ZO 10.515. 8.0 4.0 18.025. .0 7.0 9, 5. 15.0 CLAY 1.0. MAXIMUM WATER PRESSURE - 300 P9 NOTE REDUCER BEARING AREA - 45' BEND OF LARGER PIPE THRUST BLOCK DETAILS N.T.S. 384--- � �LIOfIN9 aA9e 3 3 3 3 3 3 3 DATUM ELE 370.00 `YNlrll STIe M RIIME �� � .. MEMO ,o+oo WATER LINE PROFILE 1"=50' HORIZ. 1'=5' VERT. 384 382 380 378 lM,. N1MN[r 376 374 372 SOIL WATER SEWER MINIMU BETWEI WATER SEWER NOTES 1. All water installation work and materials must comply with the "Specifirotiong and Details for the Installation of Water Lines and Appurtenances for All Water Systems Owned By the Champlain Water District, The City of South Burlington, and the Village of Jericho". 2. Installation details for this project must comply the above referenced CWD Specifications. Conflicts are to be referred to the Engineer and SBWD for clarification. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance for the Control of Cross Connections Within the Water Svstem of the City of South Burlington. henceforth the "backflow Ordinance. Please contact the South Burlington Water Department for more information on backflow protection devices. 4. CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 6. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 7. Separations between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 8. Prior to any building construction, the building contractor should contact the South Burlington Water Department to discuss City of South Burlington requirements for meter sizing, meter settings, and backflow protections. 9. The South Burlington Water Department shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. NOTES: 1. AT CROSSINGS, ONE FULL LENGTH OF WATER/SEWER PIPE SHALL BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER/SEWER AS POSSIBLE. 2. IF THE SEWER MAIN IS OVER THE WATER MAIN, THE FIRST SEWER PIPE JOINTS ON EACH SIDE OF THE WATER MAIN MUST BE CONCRETE ENCASED. SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPES MAY BE REQUIRED. 3. WHERE IT IS IMPOSSIBLE TO MAINTAIN THE 18" SEPARATION, THE SEWER MATERIALS SHALL BE WATER MAIN PIPE OR EQUIVALENT AND SHALL BE PRESSURE TESTED TO WATER MAIN STANDARDS. 4. WATER MAINS AND SEWER LINES OR MANHOLES SHALL HAVE AT LEAST 10' HORIZONTAL SEPARATION. THIS DISTANCE SHALL BE MEASURED EDGE TO EDGE. WATER/SEWER CROSSING DETAIL N.T.S. SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES INC, 10MARIMD VEWLAIWE, SOIRNBURUNGTON, Vr 06400 e022e4.1M FM 8092e4221T wG w4w.a�reoom cDlmaaer ® s,DD. - Au. Haan wean® DDAVN ACL u'BacL® DSM APPROVED D M OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT ECEIVE® FEB 2 3 �� of So. Burlington LOT1 WATER SUPPLY PROFILES AND DETAILS mn DBAmG NU101Lm FEB., 2009 snug AS SHOWN C-6 " %� V PeOJ. NO. 08189 .O a d' N 66 M C) C) N M N N 0) 6 00 00 O 00 00 0 / 00 0 CD In ^U` W_ .O L U 0 I Q rig HIGH STRENGTH ELECTRICAL CABLE MARKING NON -SHRINK GROUT LEBARON LF248 24" x 24' TAPE SHALL BE PLACED 8" C.I. GRATE w/3 FLANGED FRAME TO 12' BELOW FNISH GRADE (OR APPROVED EQUAL) CONCRETE CURB SET FRAME ON FULL MORTAR BED BITUMINOUS CONIC. APPROVED BACKFlLL PAVEMENT (1/4"/FT. 40" MIN, THOROUGHLY COMPACTED a SLOPE MIN.)) IN B" LIFTS TELEPHONE MAX.12* MA CABLE E -T C MIN. 4" SAND OR FINE GRAVEL ON ALL PRECAST CONCRETE 4" x 4" ELECTRICAL CONDUIT w/MONOUTHIC BASE ADJUST TO GRADE WITH SIDES OF CONDUIT BRICK (2-6 COURSES) 24" MIN "0 CONDUIT SHALL BE ENCASED IN A 4" ENVELOPE OF CONCRETE UNDER THE FOLLOWING CONDITIONS: SEAL w/HYDRAULIC CEMENT A. FOR INSTALLATION UNDER THE TRAVEL PORTION MORTAR, OR CAST -IN -PLACE OF THE ROAD. FLEXIBLE MH SLEEVES B. 'WITHIN 10. OF WATER, SEWER, GAS AND DRAIN CROSSING. WATERTIGHT JOINT USING I. ELECTRICAL TRENCH - PRIMARY MIN. WIDTH FLEXIBLE GASKET (SEAL EXTERIOR JOINTS AND N.T.S, LIFT HOLES w/NON SHRINK GROUT) 18' SUMP ELECTRICAL CABLE MARKING TAPE SHALL BE PLACED 8" 6" MIN. CRUSHED GRAVEL / TO 12" BELOW FINISH GRADE fAIPR.VEDI BACKFlLL 24" MIN. THOROUGHLY COMPACTED IN 8" LIFTS TELEPHONE 'k PRECAST MANHOLE STRUCTURES SHALL CONFORM TO ASTM SPEC. C478 (LATEST EDITION). _TYPICAL CATCH BASIN ® CURB N.T.S. E - ` T C ' MIN. 4" SAND OR ELECTRICAL CONDUIT FINE GRAVEL ON ALL SIDES OF CONDUIT 12 MIN. 24' MIN DRAINAREA - 96.7 SQ. INCH ELECTRICAL TRENCH - SECONDARY °o HAS H-20 (HEAVY TRAFFIC) ❑°o13 o°o DGRATE OT RATING N.T.S. ❑O❑ 000 QUALITY: MATERIAL SHALL ❑O❑ ❑o❑ CONFORM TO ASTM A48 - CLASS 308 000 O0O CABLE MARKING TAPE SHALL 00 OD PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT 12" BELOW FINISH GRADE GRATE COVER IS REVERSIBLE; - ONE SIDE STICKS OUT AS IS SHOWN ON THE RIGHT. APPROVED BACKFlLL ONE SIDE IS FLUSH AS 36" MIN. THOROUGHLY COMPACTED IS SHOWN ON THE LEFT. IN B" LIFTS � MIN. 6' SAND OR FINE GRAVEL ON ALL SIDES OF CONDUIT IN AREAS OF ROCKY SOIL TYPICAL GAS LINE TRENCH DETAIL N.T.S. MATCH DITCH CULVERT & END SECTION SECTION TOPSOIL, RAKE; �tN SEED & MULCH 4 A -A TYPE It K�,U STONE FILL p U -1 1 B' � A " TYPE II STONE FILL (1'-0" MIN. THICKNESS) 6' CULVERT` A CONTINUE STONE END SECTION FILL IF REQUIRED STABILIZATION FABRIC 6'� MIRAFI SOOX OR APPROVED EQUAL END SECTION DETAIL N.T.S. 18" CAST IRON GRATE 4" BEND FLOW (22.5' OR 451 ?END TO BE PLUGGED WITH 45 WYE 4" PVC WATERTIGHT PLUG AND MARKED W/ 2"x4" BOARD EXTENDING FROM SEWER TO 2" MIN. ABOVE FINISH GRADE. SEWER MAI 4' MIN. SDR 35 PVC SEWER SERVICE STUB. EXTEND 20' SOUTH OF LEBARON FRAME & COVER MAIN O MIN. SLOPE = LC266 TYPE C OR EQUAL 1/4' PER FT. MATH MIN. ADJUST TO MEET FINISH GRADE. PLAN 4.5' COVER. 4" BEND (22.5' OR 45'), ROTATED FOR e4"SDR35 PVC SEWER SERVICE PROPER ALIGNMENT 45 WYE INSEWER MAIN ELEVATION SEWER SERVICE CONNECTION NITS • CONTRACTOR TO PROVIDE 3 LOCATION TIES TO END OF LATERAL TO BE INCLUDED ON 'AS -BUILT" DRAWINGS. SEE TYPICAL TRENCH FOR BEDDING AND BACKFlLL REQUIREMENTS. CAST IRON H-20 RATED GRATE ADAPTORS AVAILABLE 4" THRU 18• a 18" INLINE DRAIN RISER 15• HOPE SIORM DRAIN — TEE YARD DRAIN DETAILS INLINE DRAIN SECTION N.T.S. NOTES: cl 1. Typical trench for drainage pipe. o a°o°oo 00°00 2. Compaction of backfill and bedding shall be a 00 000 of i000 ao°o ° minimum of 90S (95% under roadway surfaces) NG of maximum dry density determined in the standard proctor test ASTM D698). l`l APPROVED BACKFlLL THOROUGHLY COMPACTED 3. Bedding material shall not be placed on frozen IN B" LIFTS subgrade. 4. Approved backfill shall not contain ant stones more than 6' In largest dimension, 2 maximum diameter within 2' oT the outside of the pipe. LD, 2' or any frozen, or organic material. 12' HOPE PIPE 5. Trenches shall be completely riaaprior to placing of pipe bedding materiall andnd k kept dewatered during Installation of pipe and backfill. 6. The sides of trenches 4' or more In depth entered o k THOROUGHLY COMPACTED by personnel shall be sheeted o sloped to the BEDDING MATERIAL angle of repose as defined by O.S.H.A. stondards. 7. Bedding material for storm water lines shall consist of crushed stone or gravel with maximum size of 3/$'. UNDISTURBED SOIL OR ROCK TYPICAL STORM DRAIN TRENCH DETAIL N.T.S. MANHOLE WALL MANHOLE OPENING ABOVE Q F < � 48" — m Luii b a 1" RISE F�L-R�= ro UNDISTURBED — SOIL OR ROCK CLASS B CONCRETE SHELF AND INVERT SITE ENGINEER: f 2'-0" MIN. RADIUS CIVIL ENGINEERING ASSOCIATES 1"r- 1011110INSAIRDMIEWLAK SOBR &FLffiKSTOµ VT 05a laitee4.TJR7 fAt Oaaeef9Zn wsR ww.aww.ous 90-MAX. NrnerwoaT eooe -ALL 1mUm maim PLAN —SET FRAME ON FULL MORTAR BED & SEAL JOINT —12' MAX. CONCRETE RISER RINGS FOR ADJUSTMENT POLYPROPYLENE MANHOLE STEPS O B" O.C. WATERTIGHT JOINTS USING MASTIC OR RUBBER GASKET COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL (TYP. ALL PIPES) USE 3' (MAX.) STUBS AT ALL MANHOLE PIPE CONNECTIONS CONCRETE FILL TO HIGHEST CROWN OF PIPE 12" MIN. 6' MIN. CRUSHED ELEVATION NOTES: 1. INVE31I3 TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2. EXTERIOR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. IRONGRATE 1 INTERIOR JOINTS SHALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS 7' OR LESS FROM RIM TO CENTERLNE INVERT, THEN A FLAT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. TYPICAL SANITARY SEWER MANHOLE B" x 15" ADAPTOR N.T.S. 71— EXISTING GROUND- 90' ELBOW �t 1 DRAIN BASIN AND INUNE DRAIN BY NYLOPLAST USA, INC. OR APPROVED EQUAL t EROSION CONTROL MATTING IN - DITCHES w/PROFlLE GRADES TOPSOIL EXCEEDING 57L STAPLE AS PER MANUFACTURERS SPECIFICATIONS. GRASS LINED DITCH N.T.S. TOPSOIL, RAKE, UNPAVEDi PAVED SEED & MULCh \ DRAWN ACL DSM APPRIIYRD DSM OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT ECEIVED FEB 2 3 2009 of So. Burlington o _o oo ov oe' NOTES: o�� oo/Ti pOi o0 opOo o. 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) % \�r APPROVED BACKFlLL i THOROUGHLY COMPACTED of maximum dry den It determined In the standard proctor test rASTM D698). 2. Bedding material shall not be placed on frozen IN B" LIFTS subgrade. / RIGID INSULATION AS REQUIRED. USE 1" OF INSULATION FOR EVERY - FOOT DEPTH OF PIPING D 2' IS LESS THAN 4'-6" D.. ? PVC SEWER PIPE 3. Approved backfill shall not contain any stones more than 12" in largest dimension (6" In roadways, 2" maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material. 4. Trenches shall be completely dewatered prior to STORM & UTILITY placing of pipe bedding material and kept dewatered during installation of pipe and backfill. DETAILS THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench e s bottom shall first be by placement of ° BEDDING MATERIAL o oa a oo`o�i� filter fabric then crushed stone (3/4" maximum). 6. The sides of trenches 4' or more In depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the DAn DRAWING NUNem angle of repose as defined by O.S.H.A. standards. FEB., 2009 7. Bedding material shall consist of crushed stone SCLUI TYPICAL SEWER TRENCH DETAIL with a moximum S!7e of 3/4". Submit a sample to the Engineer for approval prior to use. AS SHOWN �� s N.T.S. PROF. Na. 08189 v 'o N C) fM N (36 C) C) N M N �N••���� V� 00 00 O m 00 TI co C) M/ W C) O N U Q� 'o L 0 a U 0 a ri7 SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK 0 00 0 6• 8' GRAVEL SUBBASE 71,TURRED6. SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. NO EXPANSION JOINTS SHALL BE PROVIDED. 2. THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. 3. PROVIDE LIGHT BROOM FINISH WITH NO TOOLED EDGES. TYPICAL SIDEWALK DETAIL N.T.S. TOP OF CURB (SEE PLAN FOR TYPE OF CURB) END TRANSITION SLOPE BEGIN TRANSITION FACE OF SLOPE CURB 7E I SHALLOW rt- - -. T V 6'-0' FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURBS N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT BASE COURSE BITUMINOUS CONCRETE PAVEMENT BANK RUN GRAVEL SUB -BASE MATERIAL CONCRETE OR BRICK PAVERS (SEE ARCH. PLANS) j0000 �5 6" 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WTH 1/8" JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 60' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). 3. NO ASPHALT TREATED FELT IS TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CONCRETE CURB W/SIDEWALK DETAIL N.T.S. STEEP 4"0 CORNEF 1 5/e'0 BRA( 3/6Y TRUSS W/1URNBUCK If-O' CONCRETE PAD It -if OPENNIG '4"x6" P.T. POST PLAN TOP COURSE BITUMINOUS - CONCRETE PAVEMENT 1/2- R. 6' �1/4" R. BASE COURSE BITUMINOUS 1 CONCRETE PAVEMENT 'oo<CRUSHEO GRAVEL BASE'oT M/l//11 BANK RUN GRAVEL -6' SUB -BASE MATERIAL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WTH 1/8- JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 60' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" SPONGE RUBBER OR CORK). CONCRETE CURB DETAIL N.T.S. )UTY GATE HINGE PER GATE) 5" PRIVACY LINK PRIVACY SLATS BOARD R MATERIAL OWNERS REQUEST TRASH ENCLOSURE GATE DETAIL N.T.S. 1/2"GALV. CARRIAGE BOLTS OR 3/4"x4 1/2" LONG GALV. LAG BOLTS SCREEN BOARD 2"x6' P.T. GIRTS OR OTHER MATERIAL (TYP.) I AS PER OWNERS REQUEST L8" CRUSHED GRAVEL / i 6" CONCREI PAD -4"x6" P.T. POST CONCRETE - '�� FILL AROUND -6" CRUSHED yo o �� POST GRAVEL AT BOTTOM OF POST i-O" at OR LESS 7-O" QG OR LESS DUMPSTER ENCLOSURE N.T.S. SIDEWALK RAMP WITH HEAVY BROOM FINISH TRANSITION CURB- i r //fl PLAN SIDEWALK RAMP 1/2- REVEAL TEXTURED ROADWAY SURFACE - 5.011 MAX. ADJACENT TO RAMP SECTION A -A TYPICAL HANDICAP RAMP N.T.S. SIDEWALK RAA WITH HEAVY BROOM FINISH SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES. UK- 10MVOEDVIEW IAAJ� SXW&IRUNGRM4 VT 06NO3 00ble = FAX 00141"l ww0: w.w.cAw�eoan rovrnee* � meA - ... man uauv® DRAWN ACL D MS APPFXIY® DSM OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT RECEIVED 5'-0" MIN. �> B �EB 2 3 2009 I 1A I PLAN SIDEWALK RAMP 1/2" REVEAL TEXTURED ROADWAY SURFACE r S.OX MA%. ADJACENT SECTION A -A TO RAMP TEXTURED AUXILIARY RAMP I SIDEWALK RAMP AUXIUARY RAMP DIST. AS READ. S-0 MIN. SIDEWALK TO MEET GRADE OF SIDEWALK ROUNDING TYP. SECTION B-B TYPICAL HANDICAP RAMP H.T.S. City of So. Burlington RRRSION SITE DETAILS DARE OMWING PIIIIIBBI �� FEB., 2009 S SHOM C-6.2 PR 1. ND. 08189 AM N 0 fo Q O N 66 m O O N M N N ,a4 cprTuiN 02110 SITE CLEARING PART 1 -GENERAL 1.01 SUMMARY A Section includes: 1 Remove surface debris. 2. Clear site of plant life and grass. 3. Remove trees and shrubs. 4. Remove root system of trees and shrubs. PART 2-PRODUCTS Not used. PART 3 - EXECUTION 3.01 PROTECTION A Protect UtNrd s that remain from damage. B. Protect toles, plant growth, and features designated to remain as final landscaping. C. Protect bench marks and existing structures from damage or displacement D. Use means necessary to prevent dust becoming a nuisance to the public, to neighbors, and to other work being performed on or near the site. E. Maintain access to the site at all times. 3.02 CLEARING A Clear areas required for access to site and execution of Work B. Remove trees and shrubs within areas as indicated on the Plans.. Remove stumps, roots and tap roots and other projections 1 W or greater In diameter to 2'-0" below the excavated surfaces in cut areas and Z-O" below the exposed subgrade in fill areas. 3.03 REMOVAL A Remove, debris, rock, and extracted plant life from site. B. The Contractor shall coordinate Work with the Engineer and Owner In establishing suitable areas within the property limits for depositing debris, rocks and extracted plant life. The Contractor shall be responsible for backfilling (capping) and grading all waste sites. 3.04 UTILITIES A Coordinate whin utility companies and agencies as required. END OF SECTION 02110 SECTION 02010 MAINTENANCE AND PROTECTION OF TRAFFIC PART 1-GENERAL 1.01 DESCRIPTION A. The Contractor shall maintain traffic in the project area to the satisfaction of the Owner and the Engineer. This would typically mean allowable short duration H 5-20 minutes) interruptions and full -day Goaure for bridge installation d necessary. Access by emergency vehicles must be allowed at any time of the day. The Contractor will be responsible to famish, Install and relocate channellzatlon barriers as required to protect the traffic, workmen and new work. It shall be the sole responsibility of the Contractor to keep the Local Agencies (Including but not limited to Town Highway Department, Police and Fire Departments) pra-warned at bast 72 hours in advance of changes In traffic patterns due to reduction of pavement widths or closing of streets. The Contractor shall supply, install, maintain, adjust, move, relocate, and store all signs, suitably lighted barricades, trac cones and traffic delineatom, as necessary to carry out the traffic routing plan and maintain vehicular and pedestrian traffic. All of this work shall meet the requirements of Local Agencies and the Owner. B. The Contractor shall famish, light; and maintain such signs as may be directed, or may be necessary for the safe regulation, or convenience of traffic. Said signs will be as specified, they shall be adequate far the regulation, safety and convenience of traffic. The Contractor shall provide, erect, and maintain suitably lighted barricades, warning lights, etc.as needed, or as directed in order to keep people, animals and vehicles from excavations, obstacles, etc. The Contractor may be required to employ trafficmen and take other such reasonable means or precautions as the Owner may direct, or as may be needed to prevent damage or injury to persons, vehicles, or other property, and to minimize the inconvenience and danger to the public by his construction operations.c The Contractor shall confine his occupancy of public or traveled ways to the smallest space compatible with the efficient and safe performance of the work contemplated by the contract. C. The Contractor shall observe and obey all local and stale laws, ordinances, regulations and permits in relation to the obstruction of streets and highways, keeping passage -ways open and protecting traffic where there may be danger from all construction activities. O. Suitable lighted barriers or barricades shall be furnished by the Contractor and put up and maintained at all limes during the night or daytime, around all open ditches, trenches, excavations, or other work potentially dangerous to traffic. Such barricades shall be constructed of 2 Inch by 8 inch rough lumber, securely supported and braced at least 3 feet high above the ground, Barricades shall be placed on all sides and throughout Me entire length and breadth of all open ditches, trenches, excavations, or other work which must be barred to the general public. Barricades shall be property painted to the satisfaction of the Owner In order to retain a high degree of visibility to vehicular pedestrian traffic. c. Suitably lighted barricades shall be defined as barricades IR by flashers in accordance with the paragraph or other lighting methods approved by the Owner in lieu thereof. Flashers shall be placed along the ..m length of the barricades at an interval no greater than 8 feel, center to center. Flashers shall be power operated, lens directed, enclosed light units which shall provide intermittent light from 70 to 120 Bashers per minute, with the period of light emittance occurring not less than 25 percent of each on -off cycle, regardless of temperature. The emitted light shall be yellow In color and less than 12 square Inches. The discernible light shall be bright enough to be conspicuously visible during the hours of darkness at a minimum distance of 800 feet from the unit under one or more directions, the foregoing specifications shall apply 10 degrees or mom to the side and 5 degrees or mom above and below the photometric ads. F. The Contractor shall furnish and securely fasten flashing units to signs, barricades, and other objects In such numbers and for such lengths of time as are required for the maintenance and protection of traffic, or as the Engineer may order. The flasher shall be In operation during all hours between sunset and sunrise, and during periods of low visibility. The Contractor shall maintain, relocate and operate barricades and flashers throughout the life of the contract Should the Contractor or his employees neglect to set out and maintain barricades or lights, as required In these specifications, the Owner Immediately, and without notice, may furnish, install and maintain barricades or lights. The cost from any amount due or to become due to the Contractor under this contract. G. If the Contractor's operations or occupancy of any public street or highway, or the uneven surfaces over any trenches being maintained by the Contractor shall Interfere with the removal or sanding of snow or ice by the public authorities or adjoining land owners, In an ordinary manner with regular highway equipment, the Contractor shall be required to perform such service for the public authorities or adjoining owners without charge. If the Contractor fails to do so, he shall reimburse the said authorities or adjoining owners for any additional cost to them far doing such work occasioned by conditions arising from the Contractors operations, occupancy, or trench surfaces, together with any damage to the equipment of said parties by those conditions, or claims of any parties for damage or Injury m loss by mason of failure to remove snow or ice or to sand Icy spots under these conditlons.may be H. The Contractor shall be responsible for replacing and installing any stolen traffic signs at no additional cost to the Owner. uct I. The preceding are minimum requirements for the maintenance and protection of traffic during the construction of the project. If the Contractor deems that additional devices are required, they shall be installed after contacting the Owner. END OF SECTION 02010 SECTION 02210 SITE EARTHWORK PART 1-GENERAL 1.01 SUMMARY A Section includes: I. AN utility and sitework excavation (unless covered in other sections of these specifications), removal and stockpile of topsoil, stabilization fabric, and other miscellaneous and appurtenant works. 2. Site filling. 3. Roadwaylparking lot structural sections. 1.02 REFERENCES A. ANSIJASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. B. ANSI/ASTM 0698 - Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. 1.03 PROTECTION A. Protect bench marks and existing structures. B. Protect above and below grade utilities which are to remain. 1.04 SUBMITTALS A. Testing laboratory reports indicating that material for backfill meals requirements of this Section. B. Field density test reports of site fill in place. C. Field density test reports for roadway structural sections in place. D. Stabilization Fabric: Submit copies of manufacturers specifications and installation instructions. PART2-PRODUCTS 2.01 BANK RUN GRAVEL A. This material shall meet the following grading requirements. Percent by Weight Steve Designation Passing Square Mesh Sieve No. 4 20 - 60 No. 100 0-12 No. 200 0-6 The gravel shall be uniformly graded from coarse to fine and the maximum size stone particle shall not exceed 2l3 of the thickness of the layer being placed or 4", whichever Is less. 2.02 CRUSHED GRAVEL A. All materials shall be secured from approved sources. This gravel shall consist of angular and round fragments of hard durable rock of uniform quality throughout, reasonably free from thin elongated pieces, soft or disintegrated stone, dirt, organic or other objectionable matter. This material shall meet the following grading requirements: Percent by Weight Sieve Designation Passing Square Mesh Sieve Fine: 2" 100 1 1" 90 - 100 No.4 30-60 _. No. 100 0-12 No. 200 0-8 - Coarse: 4" 95 - 100 No. 4 25 - 50 No. IDo 0-12 No. 200 0-6 2.03 AGGREGATE SURFACE COURSE. A. Aggregate for surface coume and shoulders shall consist of clean, hard gravel, crushed gravel or crashed stone. It shall be reasonably free from sill, loam, clay or organic matter. It shall be obtained from approved sources. B. Grading. This material shall be uniformly graded from coame to fine and shall meet the following grading requirements: Percent by Weight Sieve Designation Passinq Square Mesh Sieve 1 1" 100 1" 90-100 No.4 45-65 No. 100 0 -15 No. 200 0-12 2.04 COMPACTED FILLJGRANULAR BORROW A This material shall be free of shale, clay, friable material, debris, and organic matter, graded in accordance with ANSVASTM C136 within the following limits: Percent by Weight Sieve Designation Passing Square Mesh Sieve S" 100 t 75-100 No. 4 20.100 No. 100 0.20 No. 200 0-12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work shall consist of furnishing and placing an approved stabilization fabric on a prepared surface within the limits shown on the plans. The fabric shall meet, or exceed the following properties: 1. Grab tensile strength (ASTM D-4632) - 200 lbs. 2. Grab tensile elongation (ASTM D4632) - 15% 3. Puncture strength (ASTM D4833) -120 lbs. PART 3 - EXECUTION 3.01 PREPARATION A. Identify required lines, levels, contours, and datum. B. Identify known below grade utilities. Stake and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. 3.02 EROSION CONTROL A. Erosion control most be Installed prior to beginning arty eaAtarork operations. _ -.... ._ 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be excavated, re -landscaped or regraded and stockpile in areas designated on site or as directed by the Engineer. B. Maintain the stockpile in a manner which will not obstruct the natural flow of drainage. 1. Maintain stockpile free from debris and fresh. 2. Keep the topsoil damp to prevent dust and drying out. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plans. B. Excavate subsoil required to accommodate building foundations- slabs on grade, site structures, construction operations, roads, and parking areas. C. Grade top perimeter of excavation to prevent surface water from draining Into excavation. D. Notify Engineer of unexpected subsurface conditions and discontinue affected work In area until notified to resume work. E. Correct areas over -excavated by error as directed by the Engineer at no cost to the Owner. 3.05 DITCHES A. Cut accurately to the cross -sections, grades, and elevations shown. B. Maintain excavations free from detrimental quantities ui leaves, sticks, trash, and other debris until completion of the work. C. Dispose of excavated materlais as shown on the drawings or directed by the soils Engineer, except do not, in any case, deposit materials less than three feet from the edge of a ditch. 3.06 EMBANKMENTS AND BERMS A. When embankments are to be made on a hillside, the slope of the original ground on which the embankments are to be constructed shall be stepped and properly drained as the fill is constructed so that adverse movements of the slopes do not occur. B. Any excavated rock, ledge, boulders, and stone, except whom required In the construction of other Items or otherwise directed, shall be used In the construction of embankments to the extent of the project requirements and generally shall be placed so as to form the base of an embankment. C. Frozen material shall not be used In the construction of embankments, nor shall the embankments or successive layers of the embankments be placed upon frozen material Placement of material other than mck shag stop when the sustained air temperature, below 32 degrees Fahrenheit, prohibits the obtaining of the required compaction. If the material is otherwise acceptable, it shall be stockpiled and reserved for future use when its condition is acceptable far use in embankments. D. When an embankment is to be constructed across a swamp, muck, or areas or unstable soils, the unsuitable material shag be excavated to reach soils of adequate bearing capacity and the embankment begun. Aftemahve methods, such as use of a stabilization fabric in place of excavation and backfill, may be utilized only after approval of same by the Engineer. E. Material being placed In embankments shag be placed in horizontal layers of uniform thickness across the full width of the embankment. Slumps, trees, rubbish. and other unsuitable material shall not be placed in embankments. F. Embankment areas shah be placed In elght4nch lifts. Effective spreading equipment shall be used on each layer to obtain uniform thickness prior to compaction. Each layer shall be kept crowned to shed water to the outside edge of embankment and continuous leveling and manipulating will be required to assure uniform density. The entire area of each layer shall be uniformly compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, or a combination thereof. Earth -moving and other equipment not specifically manufactured for compaction purposes wig not be considered as compaction equipment. G. AN fill material shall be compacted at a moisture content suitable far obtaining the required density. In no case shall the moisture content In each layer under construction be more than three percent above the optimum moisture content ano shall be less than (hat quantity that will cause the embankment to become unstable during compaction. Sponginess, shoving, or other displacement under heavy equipment shall be considered evidence for an engineering determination of lack of stability under this requirement, and further placement of material in the area affected shall be stopped or retarded to allow the material to stabilize. H. When the moisture content of the material in the layer under construction is less than the amount necessary to obtain satisfactory compaction by mechanical compaction methods, water shall be added by pressure distributors m other approved equipment. Water may also be added in excavation or borrow pits. The water shah be uniformly and thoroughly incorporated into the soil by disc, harrowing, blading, or by other approved methods. This manipulation may be omitted for sands and gravel. When the moisture content of the material is in excess of three percent above optimum moistum content, dry material shall be thoroughly incorporated Into the wet material, or the wet material shall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods; or compaction of the layer of wet material shall be deferred until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backfills and fills shall be compacted In even lifts (12" maxlmunt) to attain the required densities as follows: Standard Proctor Location ASTM D-698 Subgmde and Gravel for Roads and Parking Lots 95%.. General Embankments 90% 3.08 MAINTENANCE A. All earthwork should be checked periodically to see that slopes are in good condition. Any rills or damage from erosion and animal burrowing should be repaired immediately to avoid further damage. If seeps develop on the slopes, the area should be evaluated to determine if the seep will cause an unstable condition. Subsurface drains or gravel mulching may be required to solve seep problems. Diversions, berms, and waterways in the land grading area should be checked to see that they are functioning property, Problems found during the inspections should be repaired promptly. END OF SECTION 02210 SECTION 02225 UTILITY TRENCHING AND BACKFILLING PART 1-GENERAL 1.01 SUMMARY A Section includes: 1. Trench, backfill, and compact as specified herein and as needed for Installation of underground utilities located 5 feet outside the buildings. 1.02 QUALITY ASSURANCE A Use adequate numbers of skilled workers who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size- capacity, and numbers to accomplish ;he work in a timely manner. C. Comply with requirements of govemmental agencies having jurisdiction 1.03 REFERENCES A. ANSVASTM C136 - Standard Test Method far Sieve Analysis of Fine and Coarse Aggregates. B. ANSVASTM D698 - Standard Test Method far Laboratory Compaction Characteristics of Soo Using Standard Effort. PART2-PRODUCTS 2.01 SOIL MATERIALS A. Fill and backfill materials: 1. FIII material Is subject to the approval of the Engineer. Material provided can be removed from excavations on site or imported from approved off -site borrow areas. Materials must be predominantly granular, non -expansive soil free from porous matter, organic matter and other deleterious matter and contain no rocks or lumps over 6 Inches in greatest dimension. 2. Rocks having a dimension greater than 2 Inches shall not be placed within 2 feet of the outside of pipe. 3. Cohesionleas material used for backfill: Provide sand free from organic material and other foreign matter, and as approved by the Engineer. PART 3 - EXECUTION 3.01 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this section will be performed. Correct conditions detrimental to timely and proper completion of the work. Do not proceed until unsatisfactory conditions are corrected. 3.02 PREPARATION A. Identify required lines, levels, contours, and datum. - 3.01 PROCEDURES A Existing Utilities: 1. Unless shown to be removed, protect acute utility lines shown on the drawings or otherwise made known to the Contractor prior to trenching. If damaged, repair or replace at no cost to the Owner. 2. When existing underground utilities, which are not scheduled for removal or abandonment, am encountered In the excavation, they shall be adequately supported and protected from damage. Any damage to utilities shall be repaired promptly at no additional cost to the Owner. 3. If utility service Is interrupted as a result of work under this section, immediately restore service by repairing the damaged utility at no additional cost to the Owner. 4. If existing utilities are found to Interfere with the permanent facilities being constructed under this section, immediately notify the Engineer and secure instructions. 5. Do not proceed with disruption of service or permanent relocation of utilities until written Instructions are received from the Engineer. B. Protection of persons and property: 1. Barricade open holes and depressions Oc amg as part of the work, and post warning lights on property adjacent to or with public access. 2. Operate warning lights during boom from dusk to dawn each day and as otherwise required. 3. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by settlement, lateral movement, washout, and other hazards created by operations under this section. C. Dewatering: The Contractor, at all times, shall conduct operations so as to prevent the accumulation of water, ice, and snow In excavations or in the vicinity of excavated areas, and to prevent water from interfering with the progress and quality of the work. Under no conditions shall water be allowed to rise in open trenches after pipe has been placed. D. Accumulated water, ice, and snow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be camed out In a manner which will not create a hazard to public health, nor cause injury to public or private property, work completed or in progress, or public streets, nor cause any interference In the use of streets and road by the public. Pipes under construction shall not be used for drainage of excavations. E. Maintain access to adjacent areas at all time 3.04 TRENCHING A. Provide sheeting and shoring necessary for protection of the work and for the safety of personnel. 1. Sheeting and bracing required for trenches shall be removed to the elevation of the pipe, but no sheeting will be allowed to be pulled, removed, or disturbed below the pipe. B. A trench shall be excavated to the required depth and to a width sufficient to allow far joining of the pipe and compaction of the bedding and backfill material under and around the pipe. C. The completed trench bottom shall be firth far Its full length and width. D. If indicated on the plans or directed by the Engineer, poor foundation material encountered below tie normal grade of the pipe bed shall be removed and replaced with granular backfill E. Where pipes are to be placed In embankment fill, the excavation shall be made after the embankment has been completed to a height of 3 feet plus the diameter of the pipe above the designed grade of the pipe. F. Excavating for appurtenances: 1. Excavate for manholes and similar structures to a distance sufficient to leave at least 12 inches clear between outer surfaces and the embankment or shoring that may be used to hold and protect the banks. 2. Over -depth excavation beyond such appurtenances that has not been directed will be considered unauthorized. Fill with sand, gravel, or lean concrete as directed by the Engineer, and at no additional cost to the Owner. G. Excavation shall not interfere with normal 45 degree bearing splay of foundations. H. Where utility runs traverse public property or am subject to governmental or utility company jurisdiction, provide depth, bedding, cover, and other requirements as set forth by legally constituted authority hsving jurisdiction, but in no case less than the depth shown in the Contract Documents. I. Where trenching occurs in existing lawns, remove turf in sections and keep damp. Replace turf upon completion of the backfilling. SITE ENGINEER: y p•. `A CIVIL ENGINEERING ASSOCIATES. INC. 10,WAGREIDWIFINLANE, SOUiH9 RLWOTON, Vr 05400 eVI2e1-a FA BO¢den3271 weG xww.ceeKcan m p z nR.ssn ACL cnscrrom DSM kPPsovsa DSM OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1 B MEADOWLAND BUSINESS PARK VT. ATE. 116 SOUTH BURLINGTON VERMONT ECEIIVE FEB 2 3 ty of So. Burlington ogre rnscrao sswswn SPECIFICATIONS .In ..trunk euaexs FEB., 2009 NONE C_/ .® PRo1. NO 08189 L .O aV G Q LP) 0 66 N 66 (31 C) N M N N 0) 3: 00 V 00 TI 00 C) / 00 TI W C) / 00 C) C) N -J U .O LL Q U 0 I Q ri7 3.05 BEDDING A. Pipe Bedding Area: Prior to laying pipe, bedding material shall be placed to the limits of the excavation and to a depth beneath the pipe as specified. This material shall be either sand, gravel, or crushed stone and shall not contain large lumps and stones over one Inch in diameter. As the pipe is laid, bedding material shall be extended to 6 inches above the pipe and leveled along the width of the trench. 3.06 BACKFILLING A. Backfilling shall not be done In freezing weather, with frozen materials, or when materials already placed are frozen. B. Backfill material shall be evenly spread and compacted in lifts not more than 12 Inches thick or as approved by the Engineer. Previously placed or new materials shall be moistened by sprinkling. If required. to ensure proper bond and compaction. C. Trenches which have been Improperly backfilled, enclosed or covered up before it has been approved shall be reopened. Refill and compact as specified, or otherwise correct to the approval of the Engineer, at no additional cost to the Owner D. Take special care in backfilling and bedding operations to not damage pipe and pipe coatings. E. No compacting shall be done when the material Is too wet to be compacted properly. At such limes the work shall be suspended until the previously placed and new materials have dried out sufficienty, to permit proper compaction, or such other precautions are taken as may be necessary to obtain proper compaction. F. Backfill material shall be compacted to the following percentages of maximum dry density and the in -place moisture content shall not be more than 2% above the optimum moisture content, as determined by Standard Proctor ASTM D698. 1. Around all structures, under roadway paving, shoulder and embankments - 95%. 2. All other areas - 90%. G. Frost Protection: Pipes laid with less than the minimum cover over the crown and when approved by the Engineer shall be protected against freezing by Installation of rigid insulation for the width of the trench. Insulation shall be a minimum of 2 inches thick with one additional inch of thickness for every foot of depth of piping less than 5 feet. The sheets shall be placed 6 inches above the drown of the sewer after compaction of the 6 inch lift immediately above the crown. Care shall be exercised by the Contractor during backfill and compaction over the insulation. The sheets shall meet the compressive strength requirements of ASTM D1621-73. 3.07 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. After the trench has been backfilled to above the pipe and has been compacted as specified, check sewers and stormdrains to determine whether displacement has occurred. B. Visually Inspect pipe installation by flashing a light between manholes or between the locations of the manholes, by means of a flashlight or by reflecting sunlight with a mirror. C. If the illuminated interior of the pipe line shows poor alignment, displaced pipes, or any other defects, correct the defects to the specified Conditions and at no additional cost to the Owner. D. After visual approval of pipe, a 95% mandrel test must be performed END OF SECTION 02225 SECTION 02260 DUSTCONTROL PART1-GENERAL 1.01 DESCRIPTION A. This work shall consist of furnishing and applying Calcium chlonde or water to reduce dust nuisance and hazard in accordance with these specifications and as directed by the Engineer. B. Related work: 1. Documents affecting work of this section include, but are not necessarily limited to, General Conditions, Supplementary Conditions, and Sections of Division 1 of these specifications. PART 2 - MATERIALS 2.01 CALCIUM CHLORIDE A. The materials used shall meet the requirements of AASHTO M 144 except that pellet form and flake form shall be acceptable. 2-02 WATER A. All water used shall be clear and free of harmful amounts of oil, salt, acids, alkalies, sugar, organic matter or other substances injurious to the finished product, plant life or the establishment of vegetation. Where the source of water is relatively shallow, the intake shall be maintained at such a depth and so enclosed as to exclude sift, mud, grass and other foreign materials. No formal tests of water will be made unless the Engineer questions the quality of the water. Water known to be of potable quality maybe used without tests. PART 3-EXECUTION 3.01 CALCIUM CHLORIDE OR WATER A Calcium chloride (for roadways) or water (for embankments) shall be applied only at the locations, at such times and In the amount as may be directed by the Engineer. An average application of one poured of calcium chloride per square and of exposed area should P q Y be considered for each P treatment. The exact number of applications and amount of dust Controller shall be based upon field and weather Conditions. It shall be spread in such manner and by such devices that uniform distribution is attained over the entire area on which it Is ordered placed. PART 4 - FAILURE TO COMPLY A. In the event that. in the judgement of the Engineer, the Contractor fails to adequately control the dust as directed and in accordance with this specification, the sum of $150.00 per calendar day will be deducted from any money due the Contractor as a failure to comply with this speeifieaiion. In addition, If the Owner is required to perform the dust Control operations on the project due to failure of the Contractor to perform adequately, the costs associated with the Owner's operations will also be deducted from money due the Contractor. END OF SECTION 02260 SECTION 02400 WORK ON OR NEAR PRIVATE PROPERTY PART 1-GENERAL 1.01 DESCRIPTION A. The work under this section includes the protection of private property and the restoration of areas near or on private property. (For further requirements see the General Conditions and the Special Conditions of these specifications) 1.02 SUBMITTALS A. The Contractor shall, upon award of the Contract, lake photographs of the existing conditions in the project area. These photographs shall be taken as directed by the Owner and/or as follows: 1. Any suitable camera may be used, but the lens must be a"Wide angle lens" having a focal length of not more than thirty-five (35) millimeters. 2. The photographs shall be at least three and a half (3.5) inches wide and five (5) Inches long, colored, printed with a malted finish and borderiess. Each photograph shall be marked with the following Information on the back: Location Station Date B. Upon completion of the project, the Contractor shall submit a second set of photographs, taken as before, showing the conditions in the project area. Each photograph shall be marked on the back as specified above. C. Approximately 10 each before and after photographs will be required. 1.03 PROTECTION A. Every effort shall be made to protect private or public property during construction. All damaged trees, shrubs and other vegetation shall be replaced in kind by the Contractor at no additional cost to the Owner. PART2-PRODUCTS 2.01 MATERIALS A. All materials not specifically described, but required for work Included in this section shall be new, first quality of their respective kinds, and subject to the approval of the Engineer. PART 3-EXECUTION 3.01 LAWNS A. In areas where removal of lawns Is necessary to complete the work, the Contractor may elect to cut, remove and stockpile the sod and put it back at the completion of the work, or replace the sod with new sod. Seeding shall not be considered as an approved equal to either of the above alternatives. 3.02 BUSHES A. Bushes which are in the way of the construction and are located on private property shall either be removed, stored and replanted or shall be replaced at the option of the Owner. 3.03 PAVEMENT A. Existing driveways and parking areas shall be protected during the construction. Damaged paved areas outside the contract limits shall be neatly cut out and replaced with bituminous concrete to the complete satisfaction of the Owner. END OF SECTION 02400 SECTION 02439 STONE FILL PART1-GENERAL 1.01 SUMMARY A. Section includes: 1. Stone Fill - Types I, II, III, and IV. 2. Rip -Rap - Heavy Type, Light Type. 3. Geotextile Fabric. B. This work shall consist of furnishing and placing protective materials in conformity with the dimensions, elevations and at the locations indicated in the contract or as directed by the Engineer. 1.02 REFERENCES A. VAOT Standard Specifications, Section 700. PART2-PRODUCTS 2.01 STONE FOR STONE FILL A. Stone for stone fill shall be approved, hard, blasted angular rock other than serpentine rock containing the fibrous variety chrysotile (asbestos). The least dimension of the stone shall be greater than 113 of the longest dimension. The stone fill shall be reasonably well graded from the smallest to the maximum size stone specified se as to forin a compact mass when in Place. Twee 1: The longest dimension of the stone shall vary from 1 Inch to 12 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of four Inches. Tybe It. The longest dimension of the stone shall vary from 2 inches to 36 Inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 12 inches. Tvoe lll: The longest dimension of the stone shall vary from 3 inches to 48 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 16 inches. TypeIV The longest dimension of the stone shall vary from 3 inches to 60 inches, and at least 50 percent of the volume of the stone in place shall have a least dimension of 20 inches. 2.02 RIP -RAP A. Slone for rip -rap shall be approved, rough, unhewn quarry stone, as hearty rectangular in section as practicable. The stone shall be hard, sound and resistant to the action of water and weathering. They shall be of a rock type other than serpentine rock containing the fibrous variety chrysotile (asbestos) and suitable In every respect for the purpose intended. Heavy Type : The individual stones shall have a depth equal to the thickness of the course of rip -rap. At least 75 percent of the volume of the rip -rap, complete in place, shall consist of stones that have a minimum volume of 16 cubic feet, Light Type : The individual stones shall have a depth equal to the thickness of the course of rip -rap. The rip -rap, complete in place, shall consist of stones that have a minimum volume of 1/2 cubic fool. 2.03 GEOTEXTILE FABRIC A. Geotextile fabric shall conform to the requirements of Section 02210 - Site Earthwork. PART 3 - EXECUTION 3.01 PREPARATION A. The areas to be protected shall be constructed and graded to the lines Indicated on the plans or as directed by the Engineer and, if a fill area, shall be compacted. All slopes shall be maintained to the neat lines indicated on the plans prior to the placing of geotextile fabric or betiding material, stone fill, rip -rap or slope paving. 3.02 PLACING STONE FILL A. The specified stone fill shall be placed in one course thickness as shown on the plans In a manner that will result in a reasonably well graded surface. Care shall be taken In the placing to avoid displacing of the underlying material. B. The stones shall be so placed and distributed that there will be no accumulations of either the larger or smaller sizes of stone. C. Rearrangement of the stone fill by hand labor or mechanical equipment may be required to obtain the specified results. D. When stone fill and geotextile fabric are to be placed as part of an embankment, the protective materials shall be placed concurrently with the construction of the embankment unless otherwise authorized by the Engineer. E. When stone fill and geotextile fabric Is to be placed under water, methods shall be used that will minimize segregation and Insure that the required thickness of protective material will be obtained. END OF SECTION 02439 SECTION 02513 BITUMINOUS CONCRETE PAVING PART 1-GENERAL 1 01 SUMMARY A. Section includes: 1. Base Cc mars 2. Leveling Course. 3. Finish Course B. General: This work shall consist of one or mom mursss of bibmiwus mixbm, constructed on a prepared roundlet- In accordance with those Specficed ant the rya of surface being placed, and in conformity, with the lines. limits, thwknesses and typical class sections shown on the plans or established by to Engineer 1.02 QUALITY ASSURANCE A. Use adequate numbers of skilled workem who are thoroughly trained and experienced in the noceaaary cries and who am Completely familiorwilh the specified requlremants and the methods needed for proper performance of the work of this Section. B. All materials and installation shall fb in accordance, with The Asphalt Inetlu a Manual (MS-4) and the VAOT Standard Specifications, 1990. C.Mixing Plarrt CpnbrmbStale o(Vemaht Sb,dards. D. Obtain materials from same source throughout 1.03 PROJECT CONDITIONS A. Bttumineus concrete shall not be placed between November 1 and May 1. Material shall not be dead when the granular subbase Is wat or when the air tsmpmture at the paving site In the she and away from artificial heat is as follows. Air Temperature Pavement Door- Fahrenheit Compacted Depth 40 Degrees or below Greater than 1 +' 50 Degrees or beww Lessthan 1 }" PART 2-PRODUCTS 2.01 MATERIALS A. Materials shall be combined and graded to meet the croons as defined in the VAOT Standard Specification., Division 700 for Type II (bass mum) and Type IV (finish aurae) bituminous co osto. B. Gradation, Materials Mall be combined and graded b meet coayoaNon limits spanfied e VAOT Standard Spe,ifiaeon, Section 008.03, for the base course and fnieh course, C. Thickness of paving for drives and parking lots shall be -shown on the plans, consisting of be" co.- and finish some. D. For pavement reconstruction areas due b banchi g. tie depth of oah course alal be increased by 12-. Paveeconstructon caused by tenchop reopening due to anproper pcement or rwnmnt m approved placement Man be performed at no addit orwl coat to the Owner 2.02 TRAFFIC MARKINGS A. Traffic marling paint to be factory -mixed, meeting the requkemenls of the VAOT Standard Spscifiwtions, Section 705.05. PART 3. EXECUTION 3.01 INSTALLATION A. Install in accordance with VAOT Standard Spadfiationa, Section 405. 3.02 EXAMINATION A. Verify bass conditions under the provision of Section 02210-Site Ea,d-.k. B. Veiny that compacted granular base is dry and ready b suppo tpv rig and Imposed bads C. Verify gradients and elevations cfbase are wmea 3.03 PREPARATION A. Matctung Surfaces: When a new pvement is b next an existing bNmvauir pavement for a madwiy or bench. the Contractor Mart vertically smooth cut the sooting pavement over the existing gravel bsse. The smooth at Mall be thpmughly cleared and coaled with Emulsified Asphalt RS-1, fuel pdorb paving. 304 PREPARATION -TACK COAT A. Man the bottom course of bituminous concrete pave antis be over the winter, or paving is to be made over an existing bituminous concmte pavement the existing surface shag be cleaned and Em Wfied Asphalt applied before the next course 1 apphad. B. Also apply to contact surfaces of -be C. Coat surfaces of manhole and catch basin homes with oA b prevent bond with asphalt pavement. Do not lack cost thess surface.. 3.05 PLACING ASPHALT PAVEMENT A. Place b compacted thwkeas idenefied on the plsp. B. Compactpavement by rolling. Do not displace or exmds pavement from position Hand compact in am.. inaccessible b roling equipment C. Develop rolling with consecutive passes to achieve even and smooth finish, without roller mark 3.06 JOINTS A. Joints between old and new covemsnts or between su co seve day\ work Mee be made .s to iaum a Irerough and corNnuow bond between the old and new nnrbres. VVhaavar tie spreading process i. interrupted long enough for to mixture b attain as kktial stability, the cover shell be removed from the mat and a joint constructed. B. Butt Joints shall be forn ed by cutting the Pavement in a vertical plea at right angles b to wntedina whero the pavement he. a true -do. as determined by the use of a olmighsedge. The butt joint Mall be thoroughly waled with Emulsified Asphalt Type RS-1, jug pew, b depositing the paving mlsium., C. Longitudinal joints that have become Cold Mall be coated with Emulsified Asphalt Type RS-1, before the adjacent met is placed, if they have been exposed to Imil , they shell be Cot back to a clean vertical edge prior to Painting with the emulsion. D. Unless otherwise directed, longitudinal joints Mall be offset at least T from any pint in the lower courses of pavement. Tmnsverssjoinb Malimtbewnatrucbdaarerthanonefoot from the be-rae Jowls wnsWcled in lower courses. 307 TOLERANCES A. The -face will be bated by the Engineer using a 16 eel straight-g, at selected locations panliel withthe contedim, Any vi naeone axcesdirg 116 of m inch between any two wnbcls Mall be sstishcwnly elimlneletl. A 10 fo t absight-edge maybe used ona vertical curve. The straight -edges Mall be provided by ere Contractor. B. Scheduled Compacted Thickness: Within 114 inch. C. Variation from True Elevator: Nf h n Winch _ 3.08 FIELD QUALITY CONTROL A. Permit no vehicular traffic on surfaces until thoroughly Cool and hard. 3.09 REPAIR OF SUBSIDENCE A. Settlement - Should any pavement settle within one year of Completion of the Contract, such pavement shall be repaired at the Contractors expense. If the Contractor fails to make such repairs promptly upon receipt of notice to do so from the Owner, then the Owner may make such repairs as necessary and the Contractor shall pay the Owner for all costs incurred in making such repairs. 3.10 MARKING PAVEMENT FOR PARKING A Striping - Thoroughly clean the areas to receive striping and locate all striping as indicated on the Contract Plans. All striping shall be 4" wide unless otherwise toted. B. Miscellaneous - Provide handicapped symbols and all other miscellaneous signs and symbols as indicated on the Contract Plans. END OF SECTION 02513 SECTION 02593 GEOTEXTILE FABRICS PART1-GENERAL 1.01 SUMMARY A. This work shall consist of furnishing and placing geotextiles m underdrains, under embankments, for embankment reinforcement, under riprap and stone fill, behind retaining structures, over roadbed subgrades, and/or beneath pavement overlays, as indicated on the plans or as directed by the Engineer. B. The rolls of geotextile shall be protected against damage and deterioration until incorporated into the project. The geotextile shall be dry at the time of installation. The geotextile shall be rejected if, at the time of installation, it has defects, deterioration, or damage, as determined by the Engineer. eolextiia ha • dry place, C. Prior to use lire 9 s Il be stored in a clean d out of direct sunlight, tees of either hot or cold and with the 9 not subject to extremes manufacturer's protective cover in place. Receiving, storage, and handling at the job site shall be in accordance with the requirements of ASTM D 4873, PART2-PRODUCTS 2.01 MATERIALS A. The geotextile shall be composed of a polymeric yam or fiber oriented Into a stable network which retains its relative structure during handling, placement, and design service life. Geotextiles may be rejected by the Engineer if dimensional stability or resistance of the geotextile to ambient temperatures, acid and alkaline conditions, and micro-organismslnsects do not appear to be satisfactory for the intended purpose. The geotextile shall meet or exceed the properties specified herein and in the special provisions. The geolextile shall be free of any chemical treatment or coating which might significantly reduce permeability. The selvage of geotextiles shall be finished such that the outer fibers are prevented from pulling away from the fabric. The geotextile shall be free of defects or tears. The material shall be protected from damage and deterioration until Incorporated into the project. 2.02 DEFINITIONS A. Geotextile- A fabric manufactured specifically for use in civil engineering applications. Fibers used in the manufacture of geotextiles shall consist of long chain synthetic polymers. At least 85 percent by weight of the long chain polymers shall be polyephins, polyesters, or polyamides, polypropylenes, polyethylene, or polyvinylidene chlorides. B. Drainage Geotextile - Geotextile for installation in underdrains or other drainage locations, as directed. C. Stone Fill or Rlprap Geotextile - Geotextile for Installation behind and beneath stone fill or riprap and other erosion control applications, rock placed for slope stabilization and rock shear keys. D. Subgrade Geotextile - Geotextile for installation on roadway subgrades and under railroad ballast and in other material separation applications. E. Machine Dlrectionise - The long (or warp) direction of the geotextile. The cross -machine (or fill) direction Is perpendicular to the machine direction. F. Minimum Average Roll Values - The minimum average roll value of arty specific geotextile property is the minimum average of the test results from any roll within a tat. G. Nonwoven Geotextile - A textile produced by bonding or Interlocking of fibers, or both, accomplished by mechanical, heat or chemical means. H. Seam Allowance - The minimum distance from the edge of a geotexule to the stitch line nearest to that edge. I. Seam Type - A designation relating to the essential characteristics of geotextile positioning and rows of stitching In a specified sewn seam, as shown on the plans. J. Stitch Type - A designation relating to the essential characteristics of the interlacing of sewing thread(s) in a specified seam, as shown on the plans. K. Woven Geotextiles - A textile comprising two or more sets of filaments or yarns interfaced in such a way that they result in a uniform pattern. 2.03FACTORYSEAMS A. Where factory seams are made, the sheets of geotextile shall be sewn together using a lock -type stitch. The seams shall be sewn with a polymeric thread, i.e., at least 85 percent by weight polyolephins, polyesters, or polyamides, and shall be as resistant to deterioration as the geotextile being sewn. Nylon threads will not be allowed. The strength of the seam shall be determined by the Wide Strip Tensile method and shall be at least equal to the larger of the minimum required tensile strengths for the intended application. 2.04 FIELD SEAMS A. Where field seams will be made, the Contractor shall provide the Engineer with a field -stitched seam test sample in accordance with ASTM D 1683. The Engineer's approval will be required prior to the Contractors production field stitching/seaming. 2.05 SAMPLING, TEST CERTIFICATION, AND ACCEPTANCE REQUIREMENTS A. Sampling - All geotextiles shall be sampled in accordance with ASTM D 4354. The production unit used for sampling shall be a roll. B. Testing - Tests shall be performed to determine geotextile properties specified herein for the intended application(s). All geotextile property requirements are average minimum roll values. The tensile strengths shall be determined in both machine and cross -machine directions. C. Acceptance Requirements - If the average minimum roll value for any lot is less than the average minimum roll value specified for the application, or if any test result is less than the average mean roll value for the lot minus two standard deviations, then the lot shall be rejected. All rolls shall be clearly labeled as being part of a lot which has been certified as meeting all applicable requirements herein. D. Average minimum roll values of each of the geotextiles used shall meet the requirements specified in the attached Table 2.5 Minimum Average Roll Values for Geotextiles. 2.06 EROSION CONTROL MATTING A. Where required on the plans or where directed by the Engineer, erosion control blankets (matting) shall be North American Green C125 for swales, and SC150 for slope stabilization, or approved equal. SITE SNGINliERR: r_ CIVIL ENGINEERING ASSOCIATES. INC. 10 111//dFlE1D NEWLVF SOUTH BURLINGTON, VT 054M 9@AeF2Ql M aezaey-m1 see: wwwAea - coPyamey m aoaa - as mu umsm Nuons ACL rm® DSM APraovan DSM OWnR: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT ECEIVE FEB 2 3 239 of So. Burlington -1-1 awmar SPECIFICATIONS Oar I pW1Bra NUs� FEB., 2009 SCLUI NONE I C_7a1 nit. m. 08189 I PART 3 - EXECUTION 3.01 CONSTRUCTION REQUIREMENTS A. The surface receiving the geotextile shall be prepared to a smooth condition free of obstruction, depressions and debris, to the neat lines and grades as shown on the contract plans, unless otherwise directed by the Engineer. Where angular aggregate or sharp objects will be in contact with the geotextile, increased geotextlle strength properties will be required, as stated in Part 2. The geotextile shall not be dragged on the ground or mishandled In any way. The geotextile shall be placed loosely and without wrinkles so that placement of the overlying material will not tear the geotextile. The geotextlle shall be lapped or sewn as specified, at the ends and sides of adjoining sheets. In addition to the above general requirements the following specific requirements &hall be followed for the specified application: B. Geotextile Placement on Slopes -The geotextile sheets shall be placed with the machine direction oriented perpendicular to the slope. When the geotextile Is placed on slopes steeper than 6HAV, the upper sheets shall lap over the top of the lower sheets. The laps shall be securely anchored to the ground surface with pins or stakes as necessary to prevent slippage and leering of the geotextile. Pins shall be steel or fiberglass formed as a'IT. "L", or "T" shape car contain "ears" to prevent total penetration. Steel washers shall be provided on all but the "U" shaped pins. The upstream or up -slope geotexble shall overlap the abutting down -slops, geotextile. At vertical laps, securing pins shall be Inserted through both layers along a line through approximately the midpoint of the overiap. At horizontal laps and across slope laps, securing pins shall be Inserted through the bottom layer only. Securing pins shall be placed along a line approximately two Inches in from edge of the pieced geotextile at Intervals not to exceed 12 feet unless otherwise specified. Additional pins shall be installed as necessary and where appropriate, to prevent any undue slippage or movement of the geotextile. The use of securing pins will be held to the minimum necessary. Pins are to be left In place unless otherwise specified. C. Geotextile Placement for Stmambank Protection - Where geoterdiles are placed under water, or In an area where water will flow, the geotextile shall be placed with its machine direction parallel to the direction of water flow. Successive geotextile sheets shall be overlapped in such a manner that the upstream sheet is placed over the top of the downstream sheet. The geotextile shall be adequately secured to prevent slippage. As the geotextile Is placed under water, the backfill material shall be placed on it to the required thickness. The geotextile placement shag not progress more than 50 feet ahead of the backlih placement. D. Underdrains - When a geotextile is specified to line an underdrain trench, the geotextile shag be placed to conform loosely to the shape of the trench. E. Geotextiles Under Stone Fill 1. Geolextiles under riprap or stone fill shall be constructed in accordance with the details shover on the plans and the following requirements. The Contractor shall demonstrate to the satisfaction of the Engineer that the combination of the rock fill drop height and the thickness of any sand cushion, when specified or required, are adequate so as not to puncture or damage the geotextile when placing the riprap or stone fill. Where a sand cushion is used, it shall be a minimum of six inches thick unless otherwise specified or required by the Engineer. In addition, the following limits apply: Table 3.4 Maximum Drop Height (Feet) onto onto a ,and Type of Stone F91 Geotexttle Cushion Blanket Class I 3 3 Class ll, III, IV, 8 Rlp Rap 0 1 2. After placement of the nprep or stone fill, all voids in the stone face that allow, the geotextlle to be visible shall be satisfactorily backfilled so that the geotextile is completely covered. F. Roadbed Subgrade and Railroad Ballast Separation - The subgrade shall be prepared in accordance with Section 203 of the Standard Specifications. Construction vehicles shall be limited In size and weight such that rutting of the initial lift placed above the geotextile is no greater than three inches deep. Ruts shall not be graded off but shall be filled with material specified by the Engineer such that a minimum of an eight inch cover is kept over the geotextile. Tuning of vehicles on the first IIft of cover material will not be permitted. The Contractor will not be permitted to use vibratory rollers on the first IIft If pumping or distortion of the subgrade occurs, as determined by the Engineer. G. SIR Fence - 1. The geotextile shall be attached on the up -slope skis of posts in accordance with the manufacturers recommendation or as directed by the Engineer. The geotextile at the bottom of the fence shall be buried In a trench a minimum of six Inches below the ground surface. The trench shall be backfilled and compacted as directed by the Engineer. 2. Either wood or steel posts shall be used. The posts shall have a minimum length of five feet and shall be embedded at minimum of 18 inches below the ground surface. The spacing of the posts shall be determined by the sift fence manufacturer or by the Engineer. 3. Wood posts shall have a minimum dimension of 2.5 Inch by 2.5 Inch and shall be free of defects such as knots, splits or gouges. Steel posts shall consists of either No. 6 size reinforcing steel or larger, or shall consist of ASTM A 120 steel pipe with a minimum diameter of 3141nch. 4. Sediment deposits which accumulate behind the fence shall be removed when the deposit reaches 12 of the height of the silt fence above the ground surface. 5. The Contractor shag repair or replace damaged silt fence as ordered by the Engineer. The silt fence shall be completely removed prior to acceptance of the project unless otherwise directed by the Engineer. H. Turbidity Curtain 1. When used to contain sediments or pollutants from a work area which is adjacent to or under water, the fabric shall be installed to completely enclose the portion of the work area which will be under water. The Contractor shall design and constrLct the curtain to deflect and withstand any existing current or wave action, to be anchored continuously along the bottom, to be effective at any anticipated water level, and to prevent the escape of all sediments or pollutants into the main stream or body of water. 2. The Contractor shall repair or replace damaged or otherwise ineffective filter curtains as ordered by the Engineer. The Contractor shall mmove material accumulated behind the fitter curtain as directed by Engineer. 3. The Contractor shall remove the filter curtain and all supporting and anchoring material prior to acceptance of the project unless otherwise ordered by the Engineer. 4. The design, construction and maintenance plan for the filter curtain Installation shall be acceptable to the Engineer before installation of the curtain begins. I. Protection of Geotextile - Traffic or construction equipment will not be permitted to travel directly on the geotextile. The geotextile shall be protected al all times during construction from contaminatloh by surface runoff and construction activities. The geotextile shall be covered with the specified cover material as soon as possible; uncovered conditions shall not exceed 7 days. Specified cover material shall be placed on the geotextlle in such a manner that the geotextile is not tom, punctured, or shifted. The minimum cover layer shall be eight Inches thick or twice the maximum aggregate size, whichever is thicker, before construction equipment is allowed over the area of the geotextile. End -dumping of aggregates from tacks directly on the geotextile will not be permitted, J. Repair of Geotextile All geotextile that Is tom, punctured, or contaminated during construction shall be repaired or replaced by the Contractor. The repair shall consist of a patch of the type of geotextile - placed over the affected areas. The patch shall overiap the existing geotextile a minimum of three feet from the edge of any part of the rupture. Where geotextile seams are required to be sewn, any damaged sheets shall be repaired by sewing, unless otherwise indicated on the plans, in the contract, or as directed by the Engineer. K. Overlaps - Minimum overlap requirements are listed in the following table: Minimum Overlap Requirements Underdrain 1' Geotextiles Under Class 18 II Stone FIII 2' Geotextllee Under Rlpmp 8 Classes III 8 IV Slone Fill Stone Fill 3' Roadbed Subgrade, Stabilization 3' Roadbed Subgrade Separation 2' Geotextlle Under Railroad Ballast 3' In the event that the specified overlap Is not sufficient, as determined by the Engineer, the overlap shall be Increased to provide adequate coverage or the geotextile shall be sewn together In the field. If field sewn, the requirements of Section 3.12. Field Seams, shall apply. L. Field Seams 1. Field seams shall be sawn with polymeric thread, consisting of polypropylene, polyester, or Kevler and shall be as resistant to deterioration as the geotextile being sewn. The thread shall be of a contrasting color with the geotextlle being sewn, and shall be made such that the stitches are exposed for inspection when the geotextile is placed. Thread shall be as resistant to ultraviolet light as the geotextile being sewn. 2. Stitching Equipment -The stitching equipment shall be such that it will provide an acceptable lock -type stitch, as recommended by the geotextile manufacturer and approved by the Engineer. 3. Stitch Requirements - Two rows of lock -type stitching shall be used to make the seam. The two rows of stitching shall be 12 Inch apart with a tolerance of +1-114 inch and shall not chose, except for restgching. 4. Minimum Seam Allowance - The following table indicates the minimum required seam allowance, Ile. the minimum distance from the geotextile edge to .the stitch line nearest to that edge. Seam Tvpe (See Plans) Minimum Seam Allowance (in.) Flat. or Prayer, Seam Type SSA-1 12 "J" Seam, Type Ssa-1 1 Butterfly -folded Seam, Type SSd-1 S. Seam Type - The Contractor shall obtain the geotextile manufacturers recommendation for the type of seam and stitch to be used. If the Contractor doe. not provide the foregoing technical Information, then the Contractor shall use a "J" seam with two passes of a lock -type such which place. at least three stitches per Inch of sewn seam. This seam will be tested as required by these specification. The prayer seam (flat) can be used for repair of damaged in -place geotextile, PART 4-MEASUREMENT 4.01 METHOD OF MEASUREMENT A. The accepted quantities of geotextile fabric will be measured by the square yard as determined by the actual surface measurements of the lengths and widths of the installed areas. PARTS -PAYMENT 5.01 BASIS OF PAYMENT A. The accepted quantities of geotextile fabric will each be paid for at the contract unit price per square yard complete In place. MINIMUM AVERAGE ROLL VALUES FOR GEOTEXTILES Roadbed Railroad Under Undardraln Geotextile Test Subgrade Ballast Stone Trench Sitt Turbidity Property Method Separator Separator FIII' Lining' Fence Curtains 1. Grab Tensile ASTM Strength (Ibs) D4632 300 180 240 90, 90 200 2. Grab Tensile ASTM 20 min Elongation (%) D4632 20 20 15 50 max Q 45 Ibs 3. Buret ASTM Strength (psi) D-3786 600 400 430 130" 4. Puncture ASTM (Ibs) D-3787 120 100 80 80 120 5. Trapezoidal ASTM Tear Strength D4533 120 100 50 50 50 (lb.) 6. Apparent ASTM Opening Size D4751 >50 70 >50 >50 20 70 (Si- Size) - 7. Permitivtty ASTM (0.1 crr/s) (0.01 (0.01 (sect) D4491 0.30 cm/s) curls) 0.01 8. UV Resistance ASTM (% Strength 04355 70 70 Retained) 9. Other woven nonwoven woven woven only nonwoven only, slit only 12" min. slit film not film not overlap permitted permitted Where angular aggregate larger than 4" size or sharp objects will be in contact with the geotextile, or If the trench is deeper than 1C feet. then the minimum Grab Tensile Strength and Burst Strength shall be Increased to 180 Ibs. and 290 psi, respectively. For fabrics to be placed underwater, the specific gravity of the geotextile shall be >1.00. END OF SECTION 02593 SECTION 02700 WATER SUPPLY SYSTEM PART1-GENERAL 1.01 SUMMARY A. Section includes: 1. Pipe Materials 2. Hydrants 3. Valves 4. Fittings 5. AI other appurtenances necessary to complete the water main system as shown on the Contract Plans. 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and accessories specified, indicating compliance with requirements to the Engineer and local municipality. 1.03 QUALITY ASSURANCE A. All materials and the installation procedure shall be in accordance with the Department of Environmental Conservation, Water Supply Division and the applicable construction ordinances of the local municipality. PART 2-PRODUCTS 2.01 GENERAL A. Furnish ells tees reducing tees w yes couplings, its, increasers, crosses, transitions and end caps of the same type and class of material as the conduit, or of material having equal or superior physical and chemical properties as acceptable to the Engineer as necessary to complete the water system. 2.02 DUCTILE IRON WATER PIPE A. Pipe shall be Tylon Ductile Iron Class 52 (sizes as shown on the plans) conforming to current ANSI/AW WA C151/A21.51 latest revision. Push -on joint pipe shall be minimum thickness Class 52, Push -on joint accessories shag conform to applicable requirements of ANSIJAWWA C1I I/A21,11. B. Pipe shall be cement mortar lined on the inside in accordance with ANSI Specification A21.4 except that the cement Ilrirg thickness shall not be less than 1/8 inch. A plus tolerance of 1/8 inch will be permitted. C. Pipe shall be given an interior bituminous coaling in accordance with ANSI Specification A21.4 and an exterior bituminous coaling of coal, tar or asphalt base In accordance with ANSI Specification A21.51. 2.03 FITTINGS A. Ductile iron fittings shall conform to AVvWA C153 and ANSI Specification A21.10, 350 PSI working pressure. B. All M.J. fittings shall have mega4ug glands for additional joint restraint. C. Bolts shall conform to ANSI Specification A21.10/AWWA C111. 2.04 TAPPING SLEEVES A. Tapping sleeves shall be of the split sleeve design, constructed with two solid hag -sleeves bolted together. Sleeves shall be full -wrap and full gasket stainless steel, shall have a working pressure of at least 200 psi, and shall have mechanical joint ends with and and side gasket seals. B. AI iron body tapping sleeves shall be provided with a 3/4" NPT test plug, or other provisions must be made for air testing the valve and sleeve at maximum working pressure, prior to tapping. C. All bolts and nuts for mechanical joints of tapping sleeves shall be of high -strength cast iron or high -strength, low -alloy steel conforming to ANSI/AW WA C1I IIA21.11-90. D. All bolts and nuts for flanged joints of tapping sleeves shall be of AISC Type 304 stainless steel. E. All bolts and nuts shall be sound, clean, and coaled with a rust -resistant lubricant; their surfaces shall be free of objectionable protrusions that would Interfere with their fit in the made-up mechanical or flanged joint. F. All bolts and nuts used with 3ii pipa sleeves shall, upon final tightening and testing, be brush coated heavily with bitumastic cold -applied material to thoroughly cover all exposed surfaces of the bolts and nuts. 2.06 TAPPING VALVES A. Tapping valves shall conform to ANSIIAWWA C509-87 Standard for Resilient -Seated Gate Valves for Water and Sewage Systems, except as modified herein. Valves shall open counterclockwise and shall have a minimum working pressure of 200 psi. Inlet flanges shalf be Class 125 conforming to ANSI Specification 816.1 or ANSI/AW WA C1 I0/A21.10, and ..at connection shall be Standardized Mechanical Joint unless specified otherwise on the Contract Plans for the type of pipe required for the branch or lateral pipeline. B. Burled tapping valves shall be provided with a 21nch square wrench nut and shall be installed with a cast Iron valve box as required to allow positive access to the valve operating nut at all fines. In installations where the depth from grade to lop of valve operating nut Is greater than 60", a valve stem dear shall be provided and Installed such that the depth from valve stem riser nut to grade Is from 47 to 6'0" (minimum length of valve stem riser Is 2'0' ). Valve stem riser shall be of high strength steel and of welded construction. 2.06 GATE VALVES A. Valves shall be manufactured to meet all requirements of AWWA SpecificatlortC509-87. Valves 12 Inches and smaller shall be bubble tight, zero leakage at 200 psi working pressure. Valves shall have non -rising stems, open counterclockwise,and be provided with a 2 Inch square operating nut with arrow cast in metal to indicate direction of opening. Each valve shall have makers name, pressure rating and year In which manufactured cast on the body. Prior to shipment from the factory, each valve shall be tested by hydrostatic pressure equal to twice the specified working pressure. Gate valves shall be Mueller, Dressor,. Kennedy or those approved by the City of South Burlington, B. Buried valves shall be installed with a valve box. 2.07 VALVE BOX A Cast inn New England style slide -type. 5 1/4 inch shaft, 6 foal trench depth. B. Cover shall be cast iron, marked "WATER" and indicating direction of opening.. 2.08 HYDRANTS A. Mueller or Kennedy M/JI Shos N 51/4 A, 240151.M.P. with 6 foot minimum bury and National Standard thread. The hydrants shall have at least 12 inches between the bottom of the steamer cap and the ground. The Contractor shall verify the hydrant requirements with the local water department. 2.09 COPPER SERVICES A. Corporations shall be Cambridge Brass No -Lead Brass or Red Head Manufacturing brass 4381 and manufactured In accordance with AWWA C800. Corporations shall have threads, adopted as AWAA Figure 1, at the Inlet and a compression -type fitting at the outlet Both inlet and outlet shall be of the same size. Corporations shall be directly tapped into ductile iron pipe. In no other Instance, except when a tapping sleeve and valve is used, shall a tap be made without a Corporation. Corporations shall be Cambridge Brass No -Lead Brass or Red Head Manufacturing brass 4381 or equal. B. Curb stops shall be inverted key type manufactured by Cambridge Brass or Red Head Manufacturing in accordance with AWWA C800. The curb stop shall open left and have a positive stop. No curb atop shall have the ability to drain the service line. Both inlet and ouflet of the curb stop shall have compression -Type fittings. The tee head of the curb stop shall have provisions for the connection of a service rod. Curb stops shall be Cambridge Brass No -Lead Brass or Red Head Manufacturing SB 5151IB4111 or approved equal. C. Copper tubing shall by Type "K", soft temper, conforming to ASTM BOB. The name of trademark of the manufacturer and type shall be stamped at regular intervals along the pipe. D. Curb boxes shall be of the sliding adjustable type capable of adjusting from 5 feet to 6 feet. The base of the box shall be arch type so as to prevent the box from resting directly on the curb slop. The adjustable upper section shall be suitable for use with the associated curb slop. PART 3 - EXECUTION 3.01 INSTALLATION PROCEDURES A. Installation of all water lines shall be in accordance with AWWA C 600 latest revision. B. All pipe and fittings shall be inspected and tested in accordance with the manufacturers specifications and the aforementioned AWAA Specifications. The Contractor shall furnish for approval certification from the pipe manufacturer that sit tests have been performed with satisfactory results. Pipe shall not be installed without the Engineers approval. C. Pipe, fiMngs, and accessories shall be carefully handled to avoid damage. Prior to the date of acceptance of the project work by the Owner, the Contractor shall replace any new pipe or accessory found to be defective at any time, including after installation, at no expense to the Owner. D. All pipe showing cracks shall be rejected. If cracks occur in the pipe, the Contractor may, at his own expense and with the approval of the Engineer, cut off the cracked potions at a point at least 12" from the visible limits of the crack and use the sound portion of the pipe. - E. Ali pipe and fittings shall be cleared of all foreign matter and debris prior to Installation and shall be kept clean until the time of acceptance by the Owner. F. The pipe shall be laid to conform to the lines and grades indicated on the drawings or given by the Engineer. Each pipe shall be so laid as to form a close joint with the next adjoining pipe and to bring the inverts continuously to the required grade. G. At all times, when the pipe laying is not actually in progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved means. If water is in the trench when work Is resumed, the plug shall rot be removed unfil all danger of water entering the pipe has passed The pipe shall be installed in trenches and at the line and grade shown on the Contract Plans. Any deflection joints shall be within the limits specified by the manufacturer. H. All piping and appurtenances connected to the equipment shall be supported so that no strain will be imposed on the equipment. If the equipment elanufacturars specifications include that piping loads are not to be transferred, the Contractor shall submit certification of compliance. 1. For pressure piping, concrete thrust blocks shall be installed at all unrestrained fittings and other locations as indicated on the Contract Plans. Minimum bearing area shall be as shown on the Contract Plans. Concrete shall be 2,500 psi. Concrete shall be placed against undisturbed material and shall not cover joints, bolts or nuts, or Interfere with the removal of any joint. Wooden side forms shall be provided for thrust blocks. J. Reserved. K. A minimum separation of 18" vertical and 10' horizontal shall be maintained between the outside of all water and sewer lines unless a vadance Is granted by the Water Supply Division. L. There shall be no physical connection between the distribution system and any pipes, pumps, hydrants, or tanks which are supplied or may be supplied with a water that Is, or may be contaminated. M. The Contractor shall take all necessary precautions to prevent flotation of the pipe in the trench. N. All trenching safety standards shelf be in conformance with all applicable State and Federal guidelines. The Contractor shall be solely responsible for any safety citations by Slate or Federal Inspectors. O. All water pipe shall be poly wrapped. 3.02 SETTING OF VALVES AND FITTINGS A. Valves, fittings, plugs, and caps shall be set and joined to pipe In the manner specified above for laying and joining pipe. she B. Valve boxes am to be Installed on all buried valves. The boxes shall be cast iron with a minimum 5 114" diameter and long enough to extend from the valve to finished grade. The boxes shall enclose the operating nut and stuffing box of the valves. Valve boxes shall not transfer loads onto the vote. C. Covers shall be close fitting and dirt tight with the top of the cover flush with the top of the box that. Covers shall be marked "WATER" with an arrow Indicating the direction of opening. 3.03 SETTING OF HYDRANTS A. Hydrants shall be located as shown or as directed so as to provide complete accessibility and minimize the possibility of damage from vehicles or injury to pedestrians. B. When placed behind the curb, the hydrant barrel shall be set so that no portion of the pumper or hose nozzle cap will be less than 6 Inches nor more than 12 Inches from the gutter face of the curb. C. When set in the lawn space between the curb and the sidewalk, or between the sidewalk and the property line, no portion of the hydrant or nozzle cap shall be within 6 inches of the sidewalk.ed. D. All hydrants shall stand plumb and shall have their nozzles parallel with, or at right angles to, the curb, with the pumper nozzle facing the curb, except that hydrants having two hose nozzles 90 degrees apart shall be set with each nozzle facing the curb at an angle of 45 degrees. Hydrants shall be set to the established grade, with nozzles at least 12 Inches above the ground, as shown or as directed by the Engineer. E. Each hydrant shall be connected to the main with a 6inch cast Iron branch controlled by an Independent six inch gate valve, unless otherwise specified. F. The waste opening of all hydrants will be securely plugged. 3.04 DISINFECTION A. Disinfection of the pipeline shall be directed by the Engineer and costs for all water, materials, equipment and labor to perform the required testing shall be at the Contractors expense. AW WA Standard C 651 (latest revision) shall be used as a basis for the disinfection process. All disinfection/ testing shall be completed by an independent third party unless otherwise approved by the Engineer or local municipality. B. The Engineer will require as minimum: 1. Complete flushing of the pipeline to washout ail dirt, debris, etc. which may have accumulated In the pipeline during construction. 2. Following flushing (to clean clear water), the Contractor will add chlorine to the entire pipeline volume of water such that the water will have not less than 25 mg/L free chlorine, and let the mixture set for at least 24 hours. 3. After the 24 hour duration, the water in the pipeline shall be tested for residual free chlorine and must contain a minimum of 10 mg/L chlorine. If less than 10 mg/L am found, then the disinfection procedure shall be repeated until at least 10 mg/L chlorine residual is Indicated by test. 4. Upon successful completion of the steps above, the pipeline shall be flushed again unfit the chlorine concentration in the pipeline is no higher than that prevailing in the supply system. After this final flushing and before the pipeline is placed In service, bacteriological samples shall be collected on two consecutive days, and submitted to the Vermont Health Department for analysis.n If the initial disinfection falls to produce samples which pass the Vermont Slate Health Department requirements for potable drinking water, then the process shall be repeated unfit satisfactory results are obtained. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed in service. 3.05 PRESSURE AND LEAKAGE TESTS A. The Contractor shall furnish all gauges, testing plugs, caps and all other necessary equipment and labor to perform leakage and pressure tests in sections of an approved length. Each valved section or a maximum length of 1,000 feel of pipe shall be tested. The Contractor shall provide at his own expense any additional taps to the water line necessary to perform the pressure and leakage test between valves. All disinfection/testing shall be completed by an independent third parry unless otherwise approved by the Engineer or local municipality. B. All water required for testing shall be potable. All testing shall be conducted in the presence of the Engineer. SITE. ENGINEER: f- . F\ CIVIL E14GIMEERIhG ASSOCIATES, INC. 10,W140ELOVIEWIANE SOUTHSUNUNGTON, Vf 05403 sozaeaasza auk sozaaazrt cols: K..w.cac _ DMIrN ACL Ce8CK80 DSM APPRAY80 DSM OWNER: MUNSON EARTH MOVING CORPORATION 85 SHUNPIKE ROAD WILLISTON, VERMONT PROJECT: 1200 HINESBURG ROAD OFFICE PARK LOT 1B MEADOWLAND BUSINESS PARK VT. RTE. 116 SOUTH BURLINGTON VERMONT E C E sJlE A.,..e'ej'°�� FEB 2 3 2009 Of So. Burlington Rcwsion SPECIFICATIONS AATH ORAKING NUMBER FEB., 2009 NO^ voNE PROJ ND. 08189 C. The Contractor shall make the necessary provisions to tap the pipe at 3.03 PREPARATION local municipality's standards. Inverts shall have the D. Air Testing; Low pressure air testing shall be conducted In SITE ENGINEER: I the high point to release all air and shot( plug same after completing the test A Hand trim excavation (where necessary) to required elevations. Correct exact shape of the sewer to which they are connected, and accordance with the following procedures: t; Hydrants or blowots located al high points may be used for air release In lieu overaxcavebons with fill material. any change In acts of dt:ecticn chat! be gradual and a•�en. Each end the test section capped be pluggeri,shall b. All ppaa and groan openings into the manhole shag of taps If approved by the Engineer. d. safety and braced. Necessary safety pewutiona shell be (elan pr be suitably plugged In a manner to prevent F B. The slopes shall be graded to match the grade as shown on the plans. C. All manholes are to be provided with copolymer polypropylene plaetic steps with steel reinforcement 12 inches on center. to prevent blowouts and possible injury. 2. An air hose shall be connected to a tapped plug used for displacement c. A plate with an inflatable rubber ring the size of A D. For the pressure test, the Contractor shall develop and maintain hx two Where required, end sections shag be placed and backfilled to prevent an air inieL The hose will be connected to the air the top of the manhole shall be installed by hours 150% of the working pressure or 200 pal, whichever Is greater. Failure to hold within 5 of the designated pressure for the two-hour period undermining. D. Al manholes shall be provided with rough, gray, cast iron control equipment, which shall Include valves and inflating the ring with air to pressure adequate to CIYIL ENGINEERING ASSOCIATES. INC. psi constitutes a failure of the section tested. C. Remove large stones or other hard matter which could damage drainage manhole frames and covers. All Iron castings shall pressure gauges. These shall allow air enter the prevent leakage of air between the rubber ring and structures or Impede consistent backfllling or compaction. - or thoroughly Leaned and then coated with hot tar before being sewer test Ilne, monitor air pressure in theasewer, shut the manhole wall. 10MANSf1ELD NEWIAf/E SOOlHBUPoJN010N, Vf O5/0J E. No pipe Installation shall be accepted if the leakage Is greater than that delivered. Frames and covers shall be LeBaron LC 266, or an of air, and provide pressure reduction and relief. The d. Air shall then be pumped out of the manhole through esaaassze FAY: eszae 1 xv www.c...r.com determined by the following formula: - 3.04 INSTALLATION OF PIPE approved equal, and have a minimum weight of 400 pounds. monitoring pressure gauge shall have a range of 0-10 psi with divisions of 0.10 psi and accuracy of 0.05 pair. an opening in the plate until a vawum Is created inside of the manhole equal to 10 Inches of mercury _ eaves on" L= ND(p)n0.5 or L= SD(P)n0.5 A. Pipe shall be installed In accordance with Section 02225 - UOlity E. Precast nsers and bases for manholes shall conform to ASTM 3. The air compressor and air supply shall be connected to on an approved vacuum gauge. The removal of air 7400 1481X10 Trenching and Backfilling. Specification C 478. The pipe opening in the precast the test line and the test section filled slowly, until shall then be stopped and the test begun. ACL manhole system shall have a casMn-place flexible gasket or a constant pressure of 4.0 psig is maintained. e. The manhole shall pass this test H the vacuum holds Whichever is less J.OS INSTALLATION OF DRAINAGE STRUCTURES an equivalent system for pipe installation as approved by 4. A pressure above 3.0 peg shall be maintained for at - at 10" Hg or drops no lower than 9" Hg within the cam® the Engineer. Joints between manhole risen shall be 1" least five minutes to allow the temperature to following times: GSM minimum width flexible gasket or approved equals. - stabilize. A check for leaks shall be made and if any Time S = Length of Pipe Testing A. Precast concrete structures:- are found, the pressure shall be released and the - Depth of 4' Manhole Minutes Seconds �PPaayss L = Allowable Leakage In Gal/Hr 1. Place precast concrete structures and covers as shown on the Contract 2.05 CLEANOUTS - filling replaced or repaired. 0' - 10, 2 0 GSM D =Nominal Diameter of Pipe (") Plana. 8. After the stabilization period, the pressure shall be - 10' - 15, 2 30 OWNER: A. Cleanouts for gravity sewers and force mains shall be � adjusted to 3.5 psg and the arc supply disconnected. 15' - 20' 3 0 P =Average Teat Pressure (psi) 2. Where manholes occur In pavement, set lops of frames and covers flush - N =Number of Joints in the Pipeline Tested with finish surface. provided at locations Indicated on the plans or as directed - � � 6. .Measure and record the time interval for the teat line 20' - 25' 3 30 3. Provide rubber joint gasket complying with ASTM C443, by the Engineer. Cleanout frames and covers shall be of - pressure to drop from 3.5 psig to 2.5 psig. MUNSON All testing shall be conducted In accordance with AW WA C600 (latest tough gray cast iron. Castings shall be We to patens and - 7.'- If the groundwater table is above the pipe, increase I. If the vawum drop exceeds V Hg during the Y revision). 3.08 INSTALLATION OF STONE FILL free from flaws. The bearing surface of ceanout frames and above test pressures 0.5 psig for each loot the specified time periods, the manhole shall be - covers against each other shall be machined to give groundwater is above the Invert of the pipe. resealed and Steps 2 through.5 above repeated unfit EARTH MOVING - F. Should any section of pipe fail either the pressure or leakage test, the - A Place stone fill as shown on Contract Plana. continuous contact throughout their circumference. 8. The requirements of this specification shall be the vacuum holds for the specified time. /� Contract" she I do everything necessary to locate end repair or replace the _ - considered satisfied if the time required In seconds for _ CORPORATION defective pipe, fittinga or Joints at no cost to the Owner. END OF SECTION PART 3 - EXECUTION the pressure to decrease from 3.5 to 2.5 psi greater - - than the average back pressure of any groundwater that g. After the manhole passes the vacuum teal, it shag 3.06 COPPER SERVICE CONNECTION - 3.01 GENERAL may submerge the pipe is not less than that computed be backfilled carefully so that no leaks are 85 SHUNPIKE ROAD SECTION 02730 -SANITARY SEWER SYSTEMS according to the following table: created. If the manhole Is disturbed in an wa y y WILLISTON, A. General Requirements: The Contractor shall Install coppx services as a Caro shall be exercised by the Contractorto avoid disrupting Mlnhnum Teat Time for Various Pipe Sizes shall again he vacuum leafed according VERMONT indicated on the Contract Plans a as directed by the Engineer. Each service the operation existing sanitary sewer to Sit rig pa 1 through 5 above. If the to Ste shall consist of a corporation, curb stop, copper tubing, and a curb box with PART 1 -GENERAL tt facilities without poor written approval of the Engineer. - manhole manhole fails the vacuum lest the Contractor shah service rod. Corporation shall ba attached to the ductile Iron pipe by means n Diameter (Inches) Tlma (Sec./100 Ft) test the manhole using the manhole exfiltrallon PROJECT: of a aired tap. 1.01 SUMMARY B. When existing underground u not scheduled for - teat. ncou removal or abandonment are encountered in the excavation, 4 � 1a h. The Contractor shall provide the Engineer with a - The copper serviceans shall be extended beyond the curb stop, If required. A. Section includes: they shall be adequately supported and protected from a 45 written log of each manhole leakage test result. s as shown on the plena 1. Gravity Sewer Pipe damage. An dame a to utilities shall be repaired promptly - g y 9 p W p y a 75 i. Manholes shall be tested end accepted poor to 2. Manhole Structures and Appurtenances PW et no additional cost to the Owner. - 10 90 building manhole Invert. C. Building Service Construction Methods: The Contractor shall make all 12 110 -f n (+p 1200 HI NESB DRG necessary taps Into the water main and will Install for each building B. Related C. Installation of pipe shall be in accordance with Section 02225 - Trenching and Backfilling and as specified 7.05 MANHOLES t t approved brass corporation stop. The Contractor shall also conned the LionSections: 1. Section 02225 - 11UN Trenching and Backfilling Utility g acbillytin by This section. ROAD OFFICE PARK copper service pipe to the flanged joint, which shall be connected to the A. The excavation shall be to the depth indicated on in the plans brass curbstop with the inlet and outlet for the appropriate copper service 1.02 SUBMITTALS 3.02 BEDDING FOR PIPE or ordered by the Engineer, and carefully shaped and graded. -/ p LOT I U pipe. Such curbstop shall be located not less than 5'-6" below the ground surface and shall be accessible from the surface through an approved valve A. Product Data: Submit published data from manufacturers of A. The bedding material shall be shaped to fit the pipe for a B. Manhole sections shall be precast concrete and shall conform E MEADOWLAND bO%' products and accessories specified, indicating compliance depth of not less than 10 percent of its total height and to the dimensions Indicated on the plans or ordered by the with requirements. shall have recesses to receive the bell. Engineer. BUSINESS PARK END OF SECTION 02700 1.03 QUALITY ASSURANCE 3.03 LAYING PIPE C. Channels, inverts and floor areas for sewer manholes shall VT RTE. 116 SECTION 02725 be constructed of brick and mortar or concrete. Inverts A. All sanitary sewer materials and construction of same shall A. In general, sewer pipe shall be installed in accordance with shall have the exact shape of the sewer to which they are SOUTH BURLINGTON be as shown on the Contract Plana and shall meet the the latest detailed instructions of the manufacturer. connected and any change in size or direction shall be VERMONT DRAINAGE requirements of the State of Vermont Agency of Natural gradual and even. All construction of sewer manholes must PART 1-GENERAL Resources (Department of Environmental Conservation) and the B. The laying shall begin at the outlet and and the lower be carried out to Insure watertight work. 1.01 SUMMARY Public Works Standards and Specifications of the local segment of the pipe shall be In contact with the shaped municipality. - _ bedding throughout Its full length. Bell or grooved ends of D. The required courses of brick shall be placed on top of the A. Section includes: rigid pipes and the circumferential laps of flexible pipe concrete to the elevation indicated on the plans or ordered PART 2 - PRODUCTS shall be placed facing upstream. by the Engineer. Brick shall be laid In an appropriate I 1. Drainage pipe and appurtenances. manner by a competent mason. After the bricks are laid, the 2. Drainage structures. 2.01 GENERAL C. All pipe and filings shall be carefully examined for joints on the inside of the brick masonry shag be neatly defects and no pipe or fittings shall be laid which are pointed. The outside surface of the brick shall be covered - B. Related Sections: A. Furnish ells, tees, reducing tees, wyes, couplings, known to be defective. If any defective pieca is discovered with mortar of the same quality as used for laying the (� \ /, Increasers, crosses, transitions and end cope of the same after laying, it shall be removed and replaced at the bricks so that a reasonably smooth surface is obtained. �' C V 1. Section 02225 - Utility Trenching and Backfilling type and class o/ material as the conduit, or of material Contractor's expense. All pipes and fittings shall be having equal or superior physical and chemical properties as cleaned before they are laid and shall be kept clean unfit E. The cast iron frame shall be set as indicated on the plane 1.02 SUBMITTALS acceptable to the Engineer to provide a complete and accepted In the completed work. in a full mortar bed. The grade or cover shall be properly. operable system. - placed In the frame. / 3. - Ia/R09 FEBD A. Manu(acNrars technical data for D. The pipe shall be laid to conform to the lines and grades lL LuuJ 2.02 PVC GRAVITY SANITARY SEWER PIPE indicated on the drawings or given by the Engineer. Each 3.06 MANHOLE TESTING 1. Pipe and appurtenances pipe shall be so laid as to form a close joint with the next 2. Structures. A. PVC sewer pipe shall conform in all respects to the latest adjoining pipe and to bring the inverts continuously to the A Manholes shall be tested separately by one of the following j`sy, revision of ASTM Specifications 0-3034 or F679, Type PSM required grade. two procedures: ' r�I' /�(�} Of SO" Burlington, PART 2 - PRODUCTS Polyvinyl Chloride (PVC) Sewer Pipe and Fillings, SDR 35 1. Exfiltration Leakage Test: All pipes and other openings s 1`.,j• tort 2.01 GENERAL REQUIREMENTS pipe. All pipe and filings shall be dearly marked as E. The Contractor shall take all escassary precautions to - Into the manhole shall be suitably plugged and the plugs follows prevent flotation of the pipe in the trench. braced to prevent blowout. A. Furnish ells, toes, reducing tees, wyes, couplings, increasers, crosses, - Manufacturers Name and Trademark transitions and and caps of the same type and class of material as the • Nominal Pipe Size (as shown on plans) F. When pipe laying is not In progress, the open ends of the The manhole shall then be filled with water to the top conduit, or of material having equal or superior physical and chemical - Material Designation 12454-C PVC pipe shall be closed with temporary watertight plugs. If of the cone section. A period of time may be permitted, properties as acceptable to the Engineer. - water is in the trench when work is resumed, the plug shall ifthe Contractor so wishes, to allow for absorption. o.krs - Legend "Type PSM SDR 35 PVC Sawer Pipe" or ----- --- - - - - - not be removed until all danger of water entering the pipe - At the and of this period, the manhole shall be refilled - cxecn¢o asrrswa 2.02 DRAINAGE PIPE AND PERFORATED PIPE "PS 46 PVC Sewer Pipe" is eliminated. to the top of the cone, if necessary, and the measuring - Designation ASTM D-3034 or F679 time of at least four hours begun. At the and of the A. If the Contract Plans do not specify a particular type of pipe, at the G. For force mains, concrete reaction blocking shall be test period, the manhole shall be refilled to the lop of Contractors option, the following materials may be used: B. Joints shall be push -on type using elaslomeric gaskets and provided as detailed at all bends deflecting 22112 degrees or the cone, measuring the volume of water added. This shall conform to ASTM D-3212. The gaskets shall be factory more. At the Contractors option, retainer glads may be amount shall be converted to gallons per vertical fout - 1. Polyvinyl Chloride pipe conforming to ASTM Specification D3034 or Installed. The pipe shall be furnished in nominal 13 foot used at bends in lieu of concrete blocking. Retainer glands depth for 24 hours. The leakage for each manhole shall F679, (PVC) sewer pipe and filings SDR 35. lengths. Sufficient numbers of short lengths and full shall also be provided at all joints within three pipe not exceed one gallon/vadcal footiday. If leakage 2. Corrugated Polyethylene pipe and fittings (smooth interior) meeting the machine fillings shall be provided for use at manholes and lengths each side of the bands. exceeds the allowable rate, repairs shall be made as - requirements of AASHTO M-294 and M-252. connections. All connections will require the use of approved by the Engineer and the manhole retested. manufactured fittings. Field fabricated, saddle -type 3.04 GRAVITY SEWER PIPE TESTING 2.03 CONCRETE STRUCTURES connections will not be considered acceptable. If the Contractor elects to backfiil prior to testng, A. The Contractor shall provide all necessary equipment and the tearing shall be at his own risk, and it shall be A. ASTM C478, sized as indicated. Instrumentation required for proper completion of the incumbent upon the Contractor to determine the reason 2.04 MANHOLES flushing and testing. Quality of water, test procedure., for any failure of the test. No adjustment in the 2.04 METAL ACCESSORIES " - - A. Manholes shall be sized as indicated on the plan and shall -- and method of disposal of water shall be approved by the Engineer. Prior to testing, flush with water to remove leakage allowance will be made for unknown causes such as leaking plugs, absorption, etc. It will be assumed SPECIFICATIONS A. Manhole frames and covers: be precast concrete with a monolithic base and shall conform construction debris. that all lose of water during the test is a result of to the latest version of ASTM Specification C478. leaks through the joints or through the concrete. 1. Gray cast Iron, ASTM A48, as shown on plans. B. All tests shall be made in the presence of the Engineer. Furthermore, the Contractor shall take any steps PART 3 - EXECUTION B. Shelves shall be constructed with concrete having a minimum Preliminary tests made by the Contractor without being necessary to assure the Engineer that the water table is 3.01 INSPECTION compressive strength of 3,000 psi at 28 days. Inverts for observed by the Engineer will not be accepted. The Engineer below the bottom of the manhole throughout the test sewer manholes shall be as shown on the plans and details will be notified at least eight hours before any work Is to 2. Vacuum Test: This method of testing manholes for A. Examine the areas and conditions under which storm sewer system work and shall be constructed with concrete or brick, as per the be Inspected or tested. - leakage involves the use of a device for sealing the top Is to be installed and notify the Engineer In writing of conditions detrimental of the manhole cone section end pumping the air out of to the proper and timely completion of the work. Do not proceed with the - C. The maximum sewer length to be tested at one time shall be the manhole, creating a vacuum and holding this vacuum oohs ..also NuaaeR work until unsatisfactory conditions have been corected. that length between any two manholes. for a prescribed period of tine. The procedure for this last Is as follows: 3.02 GENERAL a. All liting holes and exterior joints shall be FEB., 2009 filled and pointed with an approved non -shrinking A. When existing underground utilities, which are not scheduled for removal or abandonment, are encountered In the excavation, they shall be - mortar. The completed manhole shall not be backfilled prior to testing. Manholes which have NONE C 7 adequately supported and protected from damage. Any damage to utlities been backfilled shall be excavates to expose the . . shall be repaired promptly at no additional cost to the Owner. entire exterior prior to vacuum testing or the PRO. No. manhole shall be tested for leakage by means of the 08.) 89 - exfiltration leakage test. N[5 SCHEMATIC ELEVATIONS SCALE 1AY a 1'-0` MEADOWLAND BUSINESS PARK SOUTH BURUN05TON LOT 1 - PHASE 1 EXTERIOR MATERIALS QI STANDARD MODULAR BRICK LAID IN RUNNING BOND PATTERN. © BRICK SOLDIER COURSE, LOCATIONS WHERE INDICATED. 3Q STOREFRONT — ALUMINUM AND GLASS STOREFRONT DOORS, SIDELIGHTS, AND TRANSOM. COLOR AS SELECTED BY ARCHITECT. ® WINDOWS — FIXED ALUMINUM AND GLASS WINDOWS �EE'RNG BLAST PERFORMANCE CONDITION 38. GLAZING TO BE INSULATED LOW E II AND ARGON FILLED. COLOR AS SELECTED BY ARCHITECT. 5❑ DOORS — INSULATED HOLLOW METAL DOORS. (SEE 'DOOR SCHEDULE) COLOR AS SELECTED BY ARCHITECT. © ROOFING — STANDING SEAM METAL ROOFING. (SEE SPECS) COLOR AS SELECTED BY ARCHITECT. ANODIZED BY ARCH ARCHITECT. LOUVER (SEE SPEC.) COLOR AS SELECTBQ PREFlNISHED SHEET METAL FASCIA. COLOR AS SELECTED BY ARCHITECT. SHEET NUMBER A-2 DATE: &W05 SCHEMATIC ELEVATIONS SCALE IB" a THY° MEADOWLAND BUSINESS PARK SOUTH 13URUNOMN LOT 1 - PHASE 2 EXTERIOR MATERIALS r I❑ STANDARD MODULAR BRICK LAID IN RUNNING BOND PATTERN. ® BRICK SOLDIER COURSE, LOCATIONS WHERE INDICATED, 21 STOREFRONT - ALUMINUM AND GLASS STOREFRONT DOORS SIDEUGHTS, AND TRANSOM. COLOR AS SELECTED BY ARCHITECT. ® WINDOWS - FIXED ALUMINUM AND GLASS WINDOWS. METING BLAST PERFORMANCE CONDIRON 3B. GLAZING TO BE INSULATED LOW E 0 AND ARGON FILLED. COLOR AS SELECTED BY ARCHITECT. I] DOORS - INSULATED HOLLOW METAL DOORS. (SEE DOOR SCHEDULE) COLOR AS SELECTED BY ARCHITECT. © ROOFING - STAKING SEAM METAL ROOFING. (SEE SPECS) COLOR AS SELECTED BY ARCHITECT. Q ANODIZED ALUMINUM FIXED LOUVER (SEE SPEC.) COLON AS T, SELECTED BY ARCHITECT. 80 PREFINISHED SHEET METAL FASCIA. COLOR AS SELECTED BY ARCHITECT. SHEET NUMBER A-4 MUNSON OFFICE PROJECT South Burlington, VT Prelim. Planting Cost Estimate Michael Lawrence Assoc. Landscape Architects Essex Junction, VT BUDGET REQUIRED BY SOUTH BURLINGTON TREES TO BE RETAINED KEY PLANT SIZE Picea glauca (Norway Spruce) 20-30' (priced as nursery grown 8-10 ft. trees) TOTAL VALUE TREES TO BE RETAINED PHASE I PLANT MATERIAL June 3, 09 $53, 670 UNIT COST QUAN SUB -TOTAL $625 12 $7,500 7 500 KEY PLANT SIZE UNIT COST QUAN SUB -TOTAL AMARA Amelanchier arborea 'Autumn Brilliance' 10 gal. $275 3 $825 AMECA Amelanchier canadensis 6-7 ft. $375 3 $1,125 CORAL Corpus alternifolia 7 gal. $170 7 $1,190 COKOU Cornus kousa 5-6 ft. $250 2 $500 CORPU Cornus pumila 2 gal.. $45 22 $990 CORSA Cornus stolonifera 'Alleman's Compact' 2 gal.. $45 22 $990 EUOGL Euonymus fortunei 'Green Lane' 2 gal.. $45 10 $450 HYDPG Hydrangea paniculata 'Grandiflora' 10 gal. $190 3 $570 HYDPL Hydrangea paniculata 'Limelight' 5 gal. $72 4 $288 HYDPT Hydrangea paniculata 'Tardiva' 3 gal. $45 8 $360 MAGAC Magnolia acuminata 'Butterflies' 7 gal. $155 2 $310 MAGXL Magnolia x loebneri 'Leonard Messell' 5-6 ft., 10 gal. $280 5 $1,400 MAGST Magnolia stellata 'Royal Star' 4-5 ft. $250 9 $2,250 MALBE Malus x "Bechtel' 2-2.5 in. $470 1 $470 MALCO Malus x 'Coral Burst' 2-2.5 in. $470 8 $3,760 MALDW Acer ginnala 'Flame' 2-2.5 in. $470 10 $4,700 MALPR Corpus mas 'Elegant' 2-2.5 in. $470 2 $940 MALST Malus x 'Sugar Tyme' 2-2.5 in. $470 8 $3,760 PICPF Picea pungens'Fat Albert' 4-5 ft. $500 2 $1,000 SALDI Salix discolor 2 gal.. $45 11 $495 TOTAL PHASE I PLANTING $26,373 1 MUNSON OFFICE PROJECT June 3, 09 South Burlington, VT Prelim. Planting Cost Estimate Michael Lawrence Assoc. Landscape Architects Essex Junction, VT PHASE II PLANT MATERIAL KEY PLANT SIZE UNIT COST QUAN SUB -TOTAL AMECA Amelanchier carnadensis 6-7 ft. $375 5 $1,875 AROME Aronia melanocarpa 3 gal. $45 9 $405 COALS Cornus alba 'Siberica' 3 gal. $45 10 $450 CORAL Cornus alternifolia 7 gal. $170 6 $1,020 HYDPL Hydrangea paniculata 'Limelight' 5 gal. $72 11 $792 HYDPT Hydrangea paniculata 'Tardiva' 3 gal. $45 6 $270 MALAD Malus x'Adams' 2-2.5 in. $470 12 $5,640 MALBE Malus x "Bechtel' 2-2.5 in. $470 5 $2,350 MALDW Acer ginnala 'Flame' 2-2.5 in. $470 1 $470 MALPR Cornus mas 'Elegant' 2-2.5 in. $470 3 $1,410 MALST Malus x 'Sugar Tyme' 2-2.5 in. $470 4 $1,880 PICPF Picea pungens 'Fat Albert' 4-5 ft. $500 4 $2,000 SYRRE Syringa reticulate 2-2.5 in. $560 6 $3,360 TOTAL PHASE II PLANTING $21,922 TOTAL VALUE PLANTING BOTH PHASES INCLUDING RIPARIAN BUFFER AND EXISTING $55,795 0j . VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED io 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 April 25, 2005 Permit Number: WW-4-3256 Landowner: Munson Earth Moving Corporation Attention: John Jaeger 85 Shunpike Road Williston VT 05495 Tl-..;s permit affects property identified as Town Tax Parcel ID # South Burlington: 11.55-0284 and referenced in deeds recorded in Book 651 Page 152-156 of the Land Records in South Burlington, Vermont. This project, consisting of creating Lot 1B as a 6.63 acres for the construction of one 15,000 square foot office building with fifty three (53) employees and one 33, 600 square foot office building with one hundred eighteen (118) employees, served by municipal water and wastewater services, located on Meadowland Drive and Hinesburg Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. at.GENERAL 1.1 The project shall be completed as shown on the application, plans and/or documents prepared by David Marshall, P.E. with Civil Engineering Associates, Inc., with the stamped plans listed as follows: Sheet Number Title Plan Date C-1.0 Site Location Plan Feb. 2009 C-3.0 Site Utility Plan Feb. 2009 C-3.1 Utility Plan Feb. 2009 Feb. 2009 C-6.0 Water Supply Profiles and Details C-6.1 Storm & Utility Details Feb. 2009 C-6A t Sewer & Profiles Feb. 2009 C-7.0 Specifications Feb. 2009 C-7.1 Specifications Feb. 2009 C-7.2 Specifications Feb. 2009 C-7.3 Specifications Feb. 2009 P-1 Plat Plan 2/23/2009 1.2 The project shall not deviate from the approved plans rn a 111d1111G1 LhaL VVVU.- ,,-u..6- — ---�� ---� 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. Regional Offices - Barre/Essex Jet./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Supply Permit VVW-4-3256 Page 2 of 3 1.3 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, Water Supply Division — telephone' (802) 241-3400, Water Quality Division — telephone (802) 241-3770, the Department Public Safety, Division of Fire Safety— telephone (802) 879-2300, and local officials rp for to proceeding with this project. 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, (30) 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 approved plans. 1.6 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. 1.7 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. 1.8 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 10 V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, 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 was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the water service lines to each structure. 2.2 This project is approved for connection to the South Burlington municipal water system as depicted on the approved plans. The project is approved for a maximum of 716 gallons of water per day for the 15,000 square foot building and 1,593 gallons of water per day for the 33,60o square foot building. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. 2.3 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 #C-2328-09.o WSID #5091. g WASTEWATER DISPOSAL 3.1 No permit issued by the Secretary shall remain valid after substantial completion of a wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states:. "I hereby certif l that in the exercise of my reasonable professional judgment the installation -related information submitted is true and correct and the wastewater system was installed in accordance with: the permitted design and all permit conditions; or record drawings and such record drawings are in compliance with the applicable rules, were filed with the Secretary, and are in accordance with all other permit conditions; was inspected; was properly tested; and has successfully met those performance tests." This certification shall include the wastewater collection system and wastewater service lines to each structure. Wastewater System and Potable Wate)Supply Permit WW-4-3256 Page 3 of 3 3.2 This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 636 gallons of wastewater per day for the i5,000 square foot building and 1,416 gallons of wastewater per day for the 33,60o square foot building. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, and the municipality files a written request with the Secretary, the Secretary will remove the sewage allocation for this project from the list of committed reserve capacity. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval and does not request that the Secretary remove the sewage allocation for this project from the list of committed reserve. Once the project is removed from the list of committed reserve capacity, a new permit must be issued for the project. An updated application form and an application fee will 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. Laura Q. Pelosi, Commissioner Department of Environmental Conservation By , Ernest Christianson, Regional Engineer Dated March 19, 2009 cc: South Burlington Planning Commission Civil Engineering Associates, Inc. Act 25o Environmental Commission44 — Case #4C1005 Water Supply Division Department of Public Safety, Division of Fire Safety 14 Morse Drive Essex, VT 05452 February 17, 2009 David Marshall, P.E. Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 Lamoureux & Dickinson Consulting Engineers, Inc. Tel (802) 878-4450 Fax (802) 878-3135 www.LDengincering.com RE: Meadowland Business Park, Lot #1 B Hinesburg Road, South Burlington Dear David, As requested, enclosed is a copy of the results of the Traffic Impact Assessment for construction of two office buildings to be located at 1200 Hinesburg Road in South Burlington. Please call if you have any questions or comments. Sincerely, Patricia Coburn, P.E., PTOE P:\2009\09003\trafrpt.wpd Civil Septic Design Transportation Wetlands Landscape Architecture Land Surveying Meadowland Business Park, Lot #1 B Traffic Impact Assessment Hinesburg Road, South Burlington February 17, 2009 Introduction Meadowland Business Park is located off Hinesburg Road in the City of South Burlington. To meet the Act 250 permit condition for Meadowland Business Park, this traffic study estimates the amount of traffic this Project will generate, analyzes the impact that traffic will have on the study intersections and identifies whether any improvements are needed. This project proposes construction of two buildings with a mix of general office and medical office use. Building #1 will be 15,000 sf and Building #2 will be 33,600 sf. No -Build Traffic Volumes Background traffic volumes on VT 116 were obtained from CCMPO automatic traffic recorder SOBR51 which is located south of Old Farm Road. Based on 2005 data, the average annual daily traffic (AADT) on VT 116 at this count station is 8,500 vpd. Background traffic volumes at the Kennedy Drive/VT 116 intersection were based on a count conducted by the CCMPO on May 20, 2008. An am and pm peak period turning movement count was performed on June 24, 2008 by our office at the VT 116/Meadowland Drive intersection. Design hour traffic volumes (DHV's) are the 301h highest hourly traffic volume that occur on a roadway in a given year. This volume is used in a traffic impact analysis to evaluate traffic congestion conditions. The design hour volume for VT 116 was calculated using 2005 average annual daily traffic (AADT) data and DHV methodologies published by the Vermont Agency of Transportation (VTrans). This DHV was then factored to 2010 and 2015 to represent the planned year of occupancy and a five-year projection for the proposed medical office buildings. Additional trips were added to background traffic to account for development within the Meadowland Business Park that is fully permitted, but has not yet been completed. Figure 1 shows the estimated 2010 and 2015 No -Build DHV's for the pm peak hour in the study area. Project -Generated Trips The trip generation of this Project was estimated using trip generation data published by the Institute of Transportation Engineers (ITE) for a medical office building based on the gross floor areas of the proposed buildings. Table 1 shows the resulting estimated average weekday peak hour vehicular trip generation. Lamoureux & Dickinson Consulting Engineers, Inc. Meadowland Business Park, Lot #1 B February 17, 2009 Page 2 Table 1 - Average Weekday Peak Hour Vehicle TriD Generation Size AM Peak Hour PM Peak Hour Enter Enter Exit Total LUC- 720 - Medical Office Building 48,600 sf 88 %ExitTotal 112 40 110 1 150 The directional patterns of the project trips were estimated by analogy to the observed directional patterns of existing traffic at the Meadowland Drive/VT 116 intersection. Figure 2 illustrates the resulting trip distribution of Project -generated peak hour trips. Figure 3 illustrates the resulting total of background traffic volumes plus Project trips for the pm peak hour. Traffic Congestion Conditions Traffic congestion conditions are identified by "levels of service", commonly referred to as "LOS". The ranges are A to F; where A represents essentially free flow (no congestion), C represents average congestion, and F represents severe congestion. At intersections, the LOS is determined by the overall delay experienced by all turning and through movements. The level of service criteria for intersections is shown in Table 2. Table 2 - Level of Service/Delav Criteria LOS Average Delay (sec/veh) Signalized Unsignalized A <10 <10 B <20 <15 C <35 s25 D <55 _<35 E <80 <50 F >80 >50 In Vermont, VTrans has adopted a level of service policy for the state highway system. This policy establishes LOS C as the desired design target for the overall intersection at signalized intersections. The overall intersection level of service is determined by the weighted average of the delay experienced on all approaches. Individual approach and/or lane levels of service at signalized intersections may be lower than LOS C. At two-way stop controlled intersections having >_ 100 vph approach volume on a single -lane side street approach or >_ 150 vph approach volume on a two-lane side street approach, the Lamoureux & Dickinson Consulting Engineers, Inc. Meadowland Business Park, Lot #1 B February 17, 2009 Page 3 VTrans level of service policy establishes LOS D as the desired design target on the minor street approach(s). There is no level of service standard for unsignalized intersections not meeting the above side street volume thresholds. To analyze this project's impact on future levels of service at the study intersections, 2010 and 2015 design hour volumes, were used for the "No -Build" capacity analyses. Anticipated peak hour Project -generated trips were then added to perform "Build" analyses. The following No -Build and Build capacity analyses were performed including a southbound left turn lane on VT 116 at the project access. The results of the capacity analyses are shown in Table 3. Table 3 - PM Peak Hour Levels of Service 2010 2015 No -Build Build No -Build Build VT 116/Kennedy Drive Intersection C C C C VT 116/Meadowland Drive, WB Approach B C B C VT 116/Lot #1 B Access WB Approach B B The results of the above analyses show that overall levels of service will remain acceptable through 2015 with construction of the proposed office buildings. Sa et VT 116 has a posted speed limit of 40 mph on VT 116 in the vicinity of the project access. Our office has examined the left turn lane warrants during both morning and afternoon peak hour periods to determine whether an exclusive southbound left turn lane will be warranted on VT 116 in order to separate turning vehicles from through traffic. The results of those analyses for this project indicates that an exclusive left -turn lane will be warranted on VT 116 with construction of Building #2. The recommended intersection sight distance for the posted speed limit of 40 mph is 445 ft. Intersection sight distances on VT 116 from the proposed project drive were measured by Civil Engineering Associates and were found to exceed 1,000 ft to the north and to the south. Lamoureux & Dickinson Consulting Engineers, Inc. Meadowland Business Park, Lot #1 B February 17, 2009 Page 4 Conclusion Based on the above analyses we recommend that a southbound left turn lane be installed with construction of Building #2. We conclude, that with construction of the southbound left turn lane, the proposed office buildings proposed for construction on Lot #1 B will not create adverse traffic congestion conditions on the surrounding roads and intersections. Lamoureux & Dickinson Consulting Engineers, Inc. Figure 1 No Build Peak Hour Volumes Meadowland Business Park Lot #1 B 2010 No Build PM Peak Hour 2015 No Build PM Peak Hour VT Route 116 VT Route 116 171 136 66 176 140 68 230 21 R 98 236 T <S 100 477 4 F 611 Kennedy Drive 490 4 F 628 Kennedy Drive 150 U ie 55 154 U IL 56 K T 21 K T T 181 286 81 186 293 83 532 38 559 38 4, U N1 R 184 K 184 Meadowland Drive Meadowland Drive le 57 ie 57 310 5 325 5 590 0 617 0 y y y y --K-0 R 0 Lot # I B Lot # 1 B iC 0 ie 0 T T F T 77 298 0 313 0 VT Route 116 VT Route 116 LDLamoureux & Dickinson February 17, 2009 Consulting Engineers, Inc. Figure 2 Distribution of Project Trips Meadowland Business Park Lot #1 B PM Peak Hour VT Route 116 14 � y y T R F Kennedy Drive 15 V IL 6 K T 71 28 44 13 35 0 y y K 0 Meadowland Drive AC T 71 85 35 y y K 85 Lot #IB IL 25 51 VT Route 116 LOLamoureux & Dickinson February 17, 2009 Consulting Engineers, Inc. Figure 3 Build Peak Hour Volumes Meadowland Business Park Lot #1 B 2010 Build PM Peak Hour 2015 Build PM Peak Hour VT Route 116 VT Route 116 171 150 66 176 154 68 L� 230 71 K 98 236 71 K 100 477 4 E 611 Kennedy Drive 490 4 F 628 Kennedy Drive 165 N IC 61 169 N It 62 K T 71 K 21 209 330 94 214 337 96 567 38 594 38 4, y y y K 184 K 184 Meadowland Drive Meadowland Drive le 57 IL 57 T 71 T 71 395 5 410 5 590 35 617 35 40 y U K 85 85 Lot # 1 B Lot # 1 B ie 25 ie 25 T T 71 298 5 313 5 Lamoureux & Dickinson February 17, 2009 LD Consulting Engineers, Inc. Attachment A Traffic Count Data Lamoureux & Dickinson Weather: Cloudy Cn,unted By: A.J. Aponas ation- South Burlington Project #- 08048 14 Morse Drive Essex, VT 05452 (802) 878-4450 File Name : Hinesburg rd--Meadowland pm Site Code : 00000048 Start Date : 6/24/2008 Page No : 2 VT Route 116 eadowland Drive VT Route 116 k—S—taii—Time Left Thru o Rh ht needs A p. Total Left Thru uWeRf htu deeds App. Total Left Thru Northbound Rht Peds p 7ota—i' I - Total-'. Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 --- - --- Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 5 106 0 0 111 11 0 6o 0 611 0 57 0 0 57 229 04:45 PM 7 97 0 0 104 7 0 17 0 24 1 0 74 2 0 76 204 05:00 PM 6 127 0 0 133 11 0 29 0 40 0 62 1 0 63 236 05:15 PM 3 111 0 0 114 5 0 17 0 22 0 51 0 0 51 187 Total Volume 21 441 0 0 462 34 0 113 0 147 i 0 244 3 0 247 856 % App. Total 1 4.5 95.5 0 0 23.1 0 76.9 0 0 98.8 1.2 0 PHF 1 .750 .868 .000 .000 .868 .773 .000 .565 .000 _ .602 .000 .824 .375 .000 .813 .907 VI oute 116 Out In Total 357 46� (_ i319 01 441_ 211 o� I Right Thru Left Peds 'J 1 L+ Peak Hour Data 0 o I �J ? t-l-� 0 5. p 'aen North ~-2 m fQ — o -- Peak Hour Begins at 04:30 PM o f 3 fl-4 Y g o Passenger Cars Heav Trucks OnU c I - +1 `4 Left Thru Rightg Peds _ 01 2441 31 01 T � 475 247 M Out In Total VT Route 116 U Eft LAMOUREUX & DICKINSON Project I ) t C"3 'J Irk""� L--6+ I i-::: Consulting Engineers, Inc. Project No.Sheet No. of 14 Morse Drive Calculated by Date 2`'� Essex junction, VT 05452 Checked by Date O� l3 �yal Tel: (802) 878-4450 / Fax: (802) 878-3135 Scale Email: LDengineering.com ....... _ . .1 . .. . . .. +Q,� _ ..v_..--� QOc .../� D3 ' _ZOC2.~1 `1 Z. 0��.>w C%6 4 A'QT-......: C . LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. INTERSECTION TURNING MOVEMENT VOLUMES PROJECT / TOWN: Meadowland Lot # I B BY: 11. Coburn PROJECT #: 09003 CHECKED: INTERSECTION: V'I' Route 116 / Meadowland Drive COUNT DAY/DATE: 'Fuesday June 24, 2008 AM/PM?: PM ENTER DHV FACTOR FROM DATE OF COUNTS: KEY ( 0) ( 441 ) ( 21 ) ( ;OBSERVED PEAK [ 0 ] [ 528 ] [ 21 ] HOUR VOLUME BASE YEAR = 2010 ; 1,197 { 0 } { 555 } { 21 } [ 2010 DHV FUT. YEAR = 2015 : 1.258 IC y y { 2015 DHV ( 0)[ 01 { 01 71 R( 113 ) [ 113] { 113} ( o)[ o] { o} 4 E( ())[ o] { o} ( tl) [ 0 ] { 0 } !1 IL ( 34 ) [ 34 ] { 34 } T T R T 71 T ( 0) ( 2 4 4) ( 3 ) T [ 0] [ 292] [ 31 NORTH { 0 } { 307 } { 31 TOTAL APPROACH VOLUMES: YEAR WEST EAST NORTH SOUTH COUNT ( 0) ( 171 ) ( 819) ( 722 ) 2010 [ 0 ] [ 171 ] [ 954 ] [ 857 ] 2015 { 0 } { 171 } { 996 } { 899 } P:\2009\09003\TRAFFIC Meadowland.qpw 02/17/09, 411:06 PM SOBR11: AGGREGATE COUNT Location: Kennedy Drive/ VT 116 Town: South Burlington, VT/Partly Cloudy CB CD JW EP Chittenden County MP4 30 Kimball Ave., Suite 206 South Burlington, Vermont 05403 http://www. ccmpo. org Groups Printed- Cars - Trucks - Bus File Name SOBR11 Site Code SOBR11 Start Date 5/20/2008 Page No 2 VT 116 (SB) Kennedy Dr (WB) VT 116 (NB) Kennedy Dr (EB) From North From East From South From West Start Time Right Thru Left _ N/A App. Total Right Thru Left N/A App. Total Right Thru Left N/A App. Total Right I Thru Left N/A LApp. Total Int. Total---- -- 02:00 PM 28 36 11 0 75 13 95 10 0 118 15 46 35 0 96 21 99 37 0 157 446 02:15 PM 36 49 13 0 98 12 110 17 0 139 10 35 27 2 74 9 99 39 0 147 458 02:30 PM 29 44 10 1 84 15 117 18 0 150 4 40 23 0 67 23 97 34 0 154 455 _ 02:45 PM 36 50 12 2 100 17 108 13 2 140 25 30 24 0 79 _19 129 44 _1 ____ 193 _ 512 Total 129 179 46 3 357 57 430 58 2 547 54 151 109 2 316 72 424 154 1 651 1871 03:00 PM 1 37 57 10 3 1071 14 112 13 0 1391 23 67 41 0 131 32 123 28 0 183 560 03:15 PM 29 55 14 0 98 21 103 8 1 1331 15 55 34 1 105 26 117 36 1 180 516 03:30 PM 35 38 11 1 85 14 114 7 0 135 21 88 38 0 147 37 125 40 3 205 572 03:45 PM 46 50 12 2 110 17 120 13 0 150 13 52 36 0 101 i 29 123 37 1 190 4 551 Total; 14-7 200 47 6 400 66 449 41 1 557 72 262 149 1 4841 124 488 141 5 758; 2199 04:00 PM 36 48 14 4 102 10 112 13 1 1361 15 64 37 0 1161 26 140 47 1 2141 568 04:15 PM 34 42 12 3 91 25 132 17 1 175 8 50 25 0 83 25 137 34 2 1981 547 04:30 PM 41 46 17 15 119 19 139 11 1 170 31 70 32 1 134 29 105 54 1 189 612 04:45 PM 29 44 13 1 87 21 136 5 1 163 16 64 38 0 118 38 151 53 2 244 612 Total 140 180 _ 56 23 3991 75 519 46 4 644, 70 248 132 _ 1 _ 451 I 118 533 _ 188 6 __ 8451 _ 2339 05:00 PM 39 50 19 3 111 1 31 180 20 2 2331 12 48 57 1 118 43 111 51 3 208 670 05:15 PM 59 71 16 3 149 25 146 15 2 188 8 54 22 0 84 29 102 68 0 1991 620 53 20 1 873t- 31 116 60 3 210 567 05:45 PM 40 37 7 4 88 18 125 17 2 162 7 50 27 1 85 1 79 30 7 149 I 484 484 -053Total --------- 180 207 ----- 59 - 12 4 8 91 _ _ 564 79 10 ----�- 744 39 ---- 205 --- -- 126 ----- 3 312 - _33 136 408 _ 209 13 7661 2341 06:00 PM 33 48 11 0 92 8 94 11 2 115 ' 4 61 31 1 97, 43 73 27 2 145 449 06:15 PM 30 34 5 6 75 11 87 8 1 107 10 24 36 1 71 ! 35 57 32 1 125 I 378 06:30 PM 27 25 5 2 59 8 70 10 0 881 7 25 38 0 70 i 27 78 34 1 140 357 06:45 PM 23 39 12 5 79 10 78 10 1 99 7 26 24 0 57 } 32 74 20 1 127 Total 113 146 33 13 36-5-1 37 329 39 4 406 } 28 - 136 129 _ 2 295 i 137 _ 282 113 5 537 I _362 1546 Grand Total' 1680 2039 657 85 44611 712 4922 641 39 6314 634 2311 1495 16 4456 1220 4910 1623 55 78081 23039 Apprch % 37.7 45.7 14.7 1.9 1 11.3 78 10.2 0.6 14.2 51.9 33.6 0.4 15.6 62.9 20.8 0.7 Total % 7.3 8.9 2.9 0.4 19.4 3.1 21.4 2.8 0.2 27.4 2.8 10 6.5 0.1 19.3 5.3 21.3 7 0.2 33.9 Cars 1586 1952 638 58 4234 690 4678 568 21 5957 519 2218 1455 9 _ 4201 1165 4602 1543 _ 46 7356 21748 % Cars 94.4 95.7 97.1 68.2 94.9 96.9 95 88.6 53.8 94.3 81.9 96 97.3 56.2 94.3 95.5 93.7 95.1 83.6 94.2 94.4 Trucks 44 72 19 27 162 21 225 71 18 335 111 75 31 7 224 37 291 53 9 390 1111 % Trucks 2.6 3.5 2.9 31.8 3.6 2.9 4.6 11.1 46.2 5.3 17.5 3.2 2.1 43.8 5 3 5.9 3.3 16.4 _ 5 4.8 Bus 50 15 0 0 65 1 19 2 0 22 4 18 9 0 31 18 17 27 0 62i 180 % Bus 3 0.7 0 0 1.5 , 0.1 0.4 0.3 0 0.3 0.6 0.8 0.6 0 0.7 1.5 0.3 1.7 0 0.8 1 0.8 q'30.5.3o U ia5 65 9�, �4 60► 51 6 6-7 256 M ;_ 131 y6� az6 6 0 Elk LAMOIJREUX & DICHINSON Project Consulting Engineers, Inc. Project No. 0 9 Sheet No. of 14 Morse Drive Calculated by PL,C. Date Essex Junction, VT 05452 Checked byDate Tel: (802) 878-4450 / Fax: (802) 878-3135 Email: LDengineering.com Scale I (D ...... ........ Nob ( 168)( 125)( 65) 171 ] [ 127 ] [ 66 ] { 176 } { 131 } { 68 } ic + u BY: 11. Coburn CHECKED: RD KEY ( ) OBSERVED PEAK HOUR VOLUME [ ] 2010 DHV { } 2015 DHV LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. INTERSECTION TURNING MOVEMENT VOLUMES PROJECT/TOWN: Meadowland Lot #1 B PROJECT #: 09003 INTERSECTION: Kennedy Drive.'VT 116 COUNT DAY/DATE: CCMPO llklaY20,2008 AM/PM?: PM (4:30-5:30) ENTER DHV ADJ. FACTORS: DHV = 1.000 BASE YEAR 2010 = 1.016 FUT. YEAR 2015 = 1.045 ( 226 [ 230 ] { 236 } A 139)[ 141] { 145} v T K T x + ( 149) ( 2.36) ( 67 ) T [ 151 ] [ 240 ] [ 68 ] NORTH { 156 } { 247 } { 70 } TOTAL APPROACH VOLUMES: YEAR WEST EAST NORTH SOUTH COUNT ( 1752) ( 1349) ( 916) ( 767 ) 2010 [ 1781 ] [ 1372 ] [ 932 ] [ 779 ] 2015 { 1831 } { 1409 } { 958 } { 802 } Attachment 8 Intersection Capacity Analyses HCS+: Unsignalized Intersections Release 5.3 TWO-WAY STOP CONTROL SUMMARY Analyst: P. Coburn Agency/Co.: L&D Date Performed: 2/9/09 Analysis Time Period: Intersection: VT 116 / Meadowland Dr. Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2010 PM Build Project ID: Meadowland Lot #1B East/West Street: Lot 1B Access North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): 1.00 Vehicle Volumes and Adjustments — _ Major Street: Approach Northbound Southbound— Movement 1 2 3 14 5 6 L T R I L T R Volume 298 5 35 590 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 298 5 35 590 Percent Heavy Vehicles -- -- 2 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 1 1. Configuration TR L T Upstream Signal? No No Minor Street: Approach Movement Westbound 7 8 L T 9 R Eastbound 10 11 12 I L T R — — Volume — 25 --- 0 -------- 85 Peak Hour Factor, PHF 1.00 1.00 1.00 Hourly Flow Rate, HFR 25 0 85 Percent Heavy Vehicles 2 0 2 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage No Lanes 0 1 0 Configuration LTR Delay, Queue Length, and Level of Service Approach NB SB Westbound Eastbound Movement 1 4 7 8 9 10 11 12 Lane Config L LTR v (vph) 35 110 C(m) (vph) 1258 536 v/c 0.03 0.21 95% queue length 0.09 0.77 Control Delay 7.9 13.4 LOS A B Approach Delay 13.4 Approach LOS B HCS+: Unsignalized Intersections Release 5.3 TWO-WAY STOP CONTROL SUMMARY Analyst: P. Coburn Agency/Co.: L&D Date Performed: 2/9/09 Analysis Time Period: Intersection: VT 116 / Meadowland Dr. Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2015 PM Build Project ID: Meadowland Lot 41B East/West Street: Lot 1B Access North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): _ __Vehicle Volumes and Adjustments_ Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R 1.00 Volume 313 5 35 617 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 313 5 35 617 Percent Heavy Vehicles -- -- 2 -- -- Median Type/Storage Undivided / RT Channelized? Lanes 1 0 1 1 Configuration TR L T Upstream Signal? No No Minor Street: Approach Movement Westbound 7 8 L T 9 R Eastbound I 10 11 12 I L T R Volume 25 0 85 Peak Hour Factor, PHF 1.00 1.00 1.00 Hourly Flow Rate, HFR 25 0 85 Percent Heavy Vehicles 2 0 2 Percent Grade M 0 0 Flared Approach: Exists?/Storage No Lanes 0 1 0 Configuration LTR ___Delay, Queue Length, and Level of Service_____ Approach NB SB Westbound Eastbound Movement 1 4 17 8 9 10 11 12 Lane Config L LTR v (vph) 35 110 C(m) (vph) 1242 515 v/c 0.03 0.21 95% queue length 0.09 0.81 Control Delay 8.0 13.9 LOS A B Approach Delay 13.9 Approach LOS B HCS+: Unsignalized Intersections Release 5.3 r TWO-WAY STOP CONTROL SUMMARY Analyst: P. Coburn Agency/Co.: L&D Date Performed: 2/9/09 Analysis Time Period: Intersection: VT 116 / Meadowland Dr. Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2010 PM No Build Project ID: Meadowland Lot #1B East/West Street: Meadowland Drive North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): _Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R 1.00 Volume 310 5 38 532 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 310 5 38 532 Percent Heavy Vehicles -- -- 5 -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 1 1 1 1 Configuration T R L T Upstream Signal? No No Minor Street Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R Volume 57 184 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 57 184 Percent Heavy Vehicles 2 3 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage Lanes 1 1 Configuration L R Approach Movement Lane Config Delay, Queue Length, and Level of Service _ NB SB Westbound Eastbound 1 4 7 8 9 I 10 11 12 L L R v (vph) 38 57 184 C(m) (vph) 1228 293 728 v/c 0.03 0.19 0.25 95% queue length 0.10 0.72 1.01 Control Delay 8.0 20.2 11.6 LOS A C B Approach Delay 13.7 Approach LOS B HCS+: Unsignalized Intersections Release 5.3 TWO-WAY STOP CONTROL SUMMARY Analyst: P. Coburn Agency/Co.: L&D Date Performed: 2/9/09 Analysis Time Period: Intersection: VT 116 / Meadowland Dr. Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2010 PM Build Project ID: Meadowland Lot #1B East/West Street: Meadowland Drive North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): 1.00 Vehicle Volumes and Adjustments _ Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6 L T R L T R Volume 395 5 38 567 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 395 5 38 567 Percent Heavy Vehicles -- -- 5 -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 1 1 1 1 Configuration T R L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R I L T R Volume 57 184 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 57 184 Percent Heavy Vehicles 2 3 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 1 Configuration L R Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay Approach LOS Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 I 7 8 9 I 10 11 L I L R 38 57 184 1143 247 652 0.03 0.23 0.28 0.10 0.89 1.17 8.3 23.9 12.7 A C B 15.3 C 12 HCS+: Unsignalized Intersections Release 5.3 TWO-WAY STOP CONTROL SUMMARY Analyst: P. Coburn Agency/Co.: L&D Date Performed: 2/9/09 Analysis Time Period: Intersection: VT 116 / Meadowland Dr. Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2015 PM No Build Project ID: Meadowland Lot #1B East/West Street: Meadowland Drive North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): Vehicle Volumes and Adjustments__—__ _ Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R 1.00 Volume 325 5 38 559 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 325 5 38 559 Percent Heavy Vehicles -- -- 5 -- -- Median Type/Storage Undivided / RT Channelized? No Lanes 1 1 1 1 Configuration T R L T Upstream Signal? No No Minor Street: Approach Westbound Movement 7 8 9 L T R Eastbound 10 11 L T 12 R Volume 57 184 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 57 184 Percent Heavy Vehicles 2 3 Percent Grade (%) 0 0 Flared Approach: Exists?/Storage Lanes 1 1 Configuration L R Approach Movement Lane Config Delay, Queue Length, and Level of Service NB SB Westbound Eastbound 1 4 17 8 9 10 11 L L R v (vph) 38 57 184 C(m) (vph) 1213 276 714 v/c 0.03 0.21 0.26 95% queue length 0.10 0.78 1.04 Control Delay 8.1 21.4 11.8 LOS A C B Approach Delay 14.1 Approach LOS B 12 HCS+: Unsignalized Intersections Release 5.3 TWO-WAY STOP CONTROL SUMMARY Analyst: P. Coburn Agency/Co.: L&D Date Performed: 2/9/09 Analysis Time Period: Intersection: VT 116 / Meadowland Dr. Jurisdiction: South Burlington Units: U. S. Customary Analysis Year: 2015 PM Build Project ID: Meadowland Lot ##1B East/West Street: Meadowland Drive North/South Street: VT Route 116 Intersection Orientation: NS Study period (hrs): 1.00 _Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 14 5 6 L T R L T R Volume 410 5 38 594 Peak -Hour Factor, PHF 1.00 1.00 1.00 1.00 Hourly Flow Rate, HFR 410 5 38 594 Percent Heavy Vehicles -- -- 5 Median Type/Storage Undivided / RT Channelized? No Lanes 1 1 1 1 Configuration T R L T Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R I L T R Volume 57 184 Peak Hour Factor, PHF 1.00 1.00 Hourly Flow Rate, HFR 57 184 Percent Heavy Vehicles 2 3 Percent Grade M 0 0 Flared Approach: Exists?/Storage Lanes 1 1 Configuration L R Approach Movement Lane Config Delay, Queue Length, and Level of Service_ NB SB Westbound Eastbound 1 4 17 8 9 10 11 L L R v (vph) 38 57 184 C(m) (vph) 1128 233 639 v/c 0.03 0.24 0.29 95% queue length 0.10 0.96 1.21 Control Delay 8.3 25.4 12.9 LOS A D B Approach Delay 15.9 Approach LOS C 12 HCM Signalized Intersection Capacity Analysis 2010 PM No Build 3: Kennedy Drive & VT 116 Baseline O t o"EBL "SBI ,..FSBT SI R Lane Configurations tt I tt Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 40 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 0.95 1 A0 ` 1.00 ` 0.95 1.00 1.00 1 M 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1 00 085 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 ; 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0.95 1.00 1.00 0.95 1 M 1.00 0.95 1.00 1.00 0.95 1:00 1.00 Satd. Flow (perm) 1710 3539 1583 1770 3539 1583 1770 1863 1583 1710 1863 1583 Volume (vph) 230 477 150 55 611 98 181 286 81 66 136 771 Peak hour factor, PHF 1.00 1.00 1.00 1.00 1 00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj. Flow (vph) 230 477 - 150 55 611 98 181 286 81 66 136 171 RTOR Reduction (vph) 0 0 92. 0 0 46 0 0 43 0 0 137 Lane Group Flow (vph) 230 477 58 55 611 '' 52 181 286 38 66 136 34 Turn Type Prot Perm Prot Perm Prot Perm Prot Perm Protected Phases 7 4I'll3 8 5 2 1 6 Permitted Phases 4 8 2 6 Actuated Green, G (s) 12.8 30.7 30.7 4.5 22.4 22.4 10.9 21.3 21.3 4.6 15,0 15.0 Effective Green, g (s) 14 8 32.7 32.7 6.5 24A 24.4 12A 23.3 23.3 6.6 17.0 17.0 Actuated g/C Ratio 0.17 0:38 0:38 0.08 0.29 029 0.15 0 27:; -, t' 7 0.08 =020 0.20 Clearance Time (s) 6.0 6.0 6.0 6 0 6.0 6.0 60 6.0' 6.0 6.0 6.0 6,0 Vehicle :Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3:0 3.0 Lane Grp Cap (vph) 308 1360 608 135 1015 454 268 510 433 137 372 316 v/s Ratio,'€?rt c0.13 0.13 003 c0.17 c0.10 c0.15. 0.07 v/s Ratio Perm " ,".". 0.04 0.03 0.02 ;,, 0,02 We Rati© 0.75 035 0.09 0.41 0.60 0.11 0.68 ' 0.56 0.09�4' 0.48 0.37 0.11 Uniform Delay, d1 33A 18.6 16.7 37.5 262 224 34,1 26.5 23.0 37.6 29 4 27.8 Progression Factor 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00' 1`.00 1.00 1.00 Incremental Delay, d2 10.0 02 0.1 2.0 1.0 0 1 6.8 1-4 01 2.7 0.6 0.2 Delay (s) 43.4 18.8 16.8 39.5 2.7.2 22.5 40.9 27.9 - 23.1 40.3 30.0 28.0 Level of Service D B B D C C D C C D C C Approach Delay (s) 25.1 27.5 31.5 ;: 30.9 Approach LOS C C C C lriterseotior Sirrmma HCM Average Control Delay 28.0 HCM Level of Service C HCM Volume to Capacity ratio 0.62 " Actuated Cycle Length (s) 85.1 Sum of lost time (s) 12.0 Intersection Capacity Utilization 61 7°1c IOU Level of Service B Analysis Period (min) 60 c' Critical Lane, Group P:\2009\09003\Kennedy Drive pm.sy7 2/12/2009 Lamoureux & Dickinson Page 1 Lanes, Volumes, Timings 2010 PM No Build 3: Kennedy Drive & VT 116 Baseline Lane croup riow (vpn) 230 4/T 150 55 611 98 181 286 81 66 136 171 '0 ,. <" MA &VO:'Per& ,Prot Perm rot Perm �Pra i Protected Phases 7 4 3 8 5 2 1 6 No Detecto!Mhas�es� 7 4 4 3 8 8 5 2 2 1 6 6 `,, 2.0 2 0 � � {i 2 2.0 �,�.' � 2:0 2't) € Minimum Split (s) 8.0 8.0 8.0 8.0 8.0 ,:;.3�Nh 8.0 8.0 .'.a ,.:.. 8.0 8.0 8.0 8.0 8.0 , .0 5Q0 50 0 3�f�: 35 .";,.s01; 16.0- , 22. Total Split (%) 27.0% 43.5% 43 5% 13.9% 30.4% 30.4% 23.5%6 28.7% 28.7% 13.9% 19.1 % 19.1 % r „ -w All Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Tad-L OJIM g Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes . v/c Ratio 0.60 0.33 0.21 0.25 0.60 0.20 0.54 0.53 0'.16 0.30 0.37 0.38 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 119 104 0 29 163 14 94 148 10 35 70 0 ' .:., aN .". ,;ems: ,... ' av ., aa. Aw .&. ", w - a•�,: 177 `~ Internal Link Dist (ft) 1137 1119 1034 1416 Al Base Capacity (vph) 542 1799 878 267 1329 635 476 676 612 267 460 519 Sty Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 s ...E. O0.46 5 Reduced v/c Ratio 0.42 0.271 0.17 0.21 G 0,15 0.38 0.42 0.13 025 0.30 0 0.33 0r.,. Cycle Length: 115 Natural Cycle: 55 Splits and Phases: 3: Kennedy Drive & VT 116 P:\2009\09003\Kennedy Drive pm.sy7 2/12/2009 Lamoureux & Dickinson Page 1 HCM Signalized Intersection Capacity Analysis 2010 PM Build 3: Kennedy Drive & VT 116 Baseline fir. --I. or "- *-- -*\ Lane Configurations tt r '� tt r '� t �' t r Ideal K �u (yp�hpl) 1-900 1900 1900 1900 " "100;,,,1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4 0 4.0 4.0 4.0 4.0 4.0 40 40 4.0 4.0 4.0 Lane Util. Factor 1.00 0.95 1.00 ; '1.00 1,00 1,00 1,00 1.00 1;00 1.00 Frt 1.00 1,00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1,00 1,00 0.85 Flt Protected 0.95 1,00 1,00 0?95 i.00 0.95 1,00 1.00 0.95 1,00 1.0, Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583 Flt Permitted 0,95 1.00 1.00 0 95 " ( :'00 0.95 1.00 1.00 0.95 1 M 1, q Satd. Flow (perm) 1770 3539 1.583 1770 3539 1583 1770 1863 1583 1770 1863 1583 Volume (vph) J230 477 165 61 „ ;, 611 98 209 ; 330 94 66 150 171 Peak -hour factor, PHF 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 Adj. Flow (vph) 230 477 165;.,61 ,1 °" 98 209 330 94' 66 150 171 RTOR Reduction (vph) 0 0 99 ..... 0 0 46 0 0 45 0 0 141 Lane Group Flow (vph) 230 477 66 611 52 209 330 49; 66 150 30 Turn Type Prot Perm Prot Perm Prot Perm Prot Perm ?rots Phases 7 4 :t. 8 5 2 1 6 Permitted Phases 4 8 2 6 Actudfereerr; G (s) 16.2 "35.4 35,4 4 5 b3.7 23.7 15.3 " 23,4 23.4 6:3 14;4 14:4 Effective Green, g (s) 18.2 37.4 314 6.5 25.7 25.7 17.3 254 25A 8.3 164 16A Act ���a g/C'Ra )a 0.19 0.40 0.40 0 Q, "`, 0:27 0,27 0,18 - 0.27 ; 0.27 0.09 0:18 0.18 Clearance Time (s) 6.0 6.0 60 6.0 6.0 6.0 60 6.0 6.0 6.0 6 0 6.0 U 1�fe Extension 3.0 3.0 3.0 . 3 0, ,.E 0 3.0 3.0 3.0 10 3'0 10 3.0 Lane Grp Cap (vph) 344 1414 633 123 972 435 327 506 430 157 326 277 ti4', Prof"�,,",c0:13 0.13 .,, 17 0.12 c0.18I * 104 0.08 v/s Ratio Perm 0.04 0.03 0.03 0.02 !e Ratio 067 0.34 0.10 { '? €4 0.12 0.64 0.65 W , �,e ',4,42 0,46 0,11 Uniform Delay, d1 34.9 19.5 17.6 42.0 29.8 25.5 35.3 302 25.6 40.4 34.6 32.5 Progression *r 1.00 1.00 1.00 .. I ," I,.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.0 01 0.1 3.2 1.3 0.1 4.1 3.1 0.1 1.8 1.0 0.2 Delay (s); '' <<.39'.9 19.6 17 �i1.1 25.6 39.4 33.2 25.8 42.2 35.7 Level of Service D B B D C C D C; C D D C Approa ;(S) . 24:6 E 34.2 35.4 Approach LOS C C C D HCM Average Control Delay 30.4 HCM Level of Service C HCM Volume to Ca cr ratio 06 Actuated Cycle Length (s) 93.6 Sum of lost time (s) 12.0 Intersection Cap ipn 64t%a� Level �. ,_d... of Service B Analysis Period (min) 60 c Critical Lame Group.: P:\2009\09003\Kennedy Drive pm.sy7 2/12/2009 Lamoureux & Dickinson Page 1 Lanes, Volumes, Timings 2010 PM Build 3: Kennedy Drive & VT 116 Baseline )i£GifxEil. ,>�� "Br�;f iwBTRPF1l1%3L.s „ Imo' BR Lane Configurations ft tt t r 1- Lane Group Flow (vph) 230 477 165 61 611 98 209 330 94 66 150 171 TCtrn Type r: erm Prot a t:Perm Protected Phases 7 4 3 , 8 5 2 1 6 Permitted Ph - :z..'k AS M Detector Phases 7 4 4 3 8 8 5 2 2 1 6 6 2.0 Minimum Split (s) 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 0 wC} Total Split (%) 26.1 % 42.6% 42.6%0 13.0% 29.6% 29.6% 25.2% 31.3% 31.3% 13.0% 19.1 % 19.1 % /�(�/ , .. YiiV YV TIQ':: ..v , R x 4 ,.0 All -Red Time (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.6 2.0 2.0 qq 3!�9 Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes v/c Ratio 0.64 0.32 0.22 0.33 0.69 0.22 0.61 0.62 0.19 0.34 0.50 0.43 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Queue Length 50th (ft) 126 111 0 34 173 15 115 179 15 37 81 0 4 Internal Link Dist (ft) 1137 1119 1034 1416 .d Turret day l_e. ' IN N Base Capacity(vph) .., 487 1667 833 208 .vim 1121 545 469 638 583 216 374 455 Starvatlpn Ca d : 3 � 10 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 �ry Reduced v/c Ratio 0.47 0.29 0.20 0.29 0.55 0.18 0.45 0.52 0.16 0.31 0.40 0.38 Splits and Phases Kennedv Drive & VT 116 P:\2009\09003\Kennedy Drive pm.sy7 2/12/2009 Lamoureux & Dickinson Page 1 HCM Signalized Intersection Capacity Analysis 2015 PM No Build 3- Kennedy Drive & VT 116 Baseline ---* -* --* f- *- *-- 4\ r -� Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane UtI Fac . , u n ; 3 ��E 00 TO Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 F!t �r 'eted w x f195 Satd. Flow (prot) .. 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583 If Satd. Flow (perm) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583 Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 , . , 2 fix„ � b• d. w X � ��ph) ". '�,. .. X i i, ;i1' ,. M5` .,,,,.ffi. .A�'�� RTOR Reduction (vph) 0 %.eex d � %�l , 0 93 0 0 45 0 0 .�S 45 0 0 142 sw Perm Prot Perm Prot Perm Prot Perm Turn Type Prot w Permitted Phases 4 8 2 6 Effective Green, g (s) 15.2 33.9 33.9 6.2 24.9 24.9 13.1 21.2 21.2 8.2 16.3 16.3 FIF Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap(vph) 315 1403 628 128 1031 461 271 462 393 170 355 302 WNWAR MIN v/s Ratio Perm 0.04 0.03 0.02 0.02 MIN 6" 0:-0- Uniform Delay, d1 33.3 18.1 16.2 38.0 26.1 22.2 34.3 28.7 24.8 36.3 30.3 28.6 Incremental Delay, d2 10.0 0.2 0.1 2.4 1.0 0.1 7.3 2.9 0.1 1.6 0.7 0.2 v 4.9 1 log , - „ ,, �o Level of Service D B B D C C D C C D C C r Approach LOS C C C C HCM Average Control Delay 28.4 HCM Level of Service C m: tE3 atio ¢ a Actuated Cvcle Lenqth (s) 85.5 Sum of lost time (s) 12.0 Period (min) 60 P-.\2009\09003\Kennedy Drive pm.sy7 2/12/2009 Lamoureux & Dickinson Page 1 Lanes, Volumes, Timings 2015 PM No Build 3: Kennedy Drive & VT 116 Baseline Layne Group P%L 1NBl ` 1N NBR S> SBT SBR Lane Configurations fit r tt r t r t r Volurbe (vph) 2 6 490 154 56 628 100 186 '. 293 83 68 140 176 Lane Group Flow (vph) 236 490 154 56 628 100 186 293 83 68 140 176 Type°ii Perm Prot Perm Prot Perm Prot Perm ,j, Protected Phases 7 4 3 8 5 2 1 6 ;" biases 4 8 2 6 a Detector Phases 7 4 4 3 8 8 5 2 2 1 6 6 tiitial `(s) 2.0 2.0 2.0 2 0 - 2.0 2.0 2.0 2.0 2.0 2:0 2.0 20 Minimum Split (s) 8.0 8.0 8A 8.0 8.0 8.0 8,0 8.0 8.0 8.0 8.0 8.0 N I't s 31_0 50.06,y 50;0 1-5.0 34.0 34.0 26.0 34,0 ' 34.0 16.0 24.0 24` 0 Total Split (%) 27.0`%> 43.5% 43.5% 13.0% 29.6% 29.6% 22.6% 29 6% 29.611/o 13 9% 20.9% 20.9% v (s)' 4.0 4A 4.0 4.0 4.0 ': 4.0 4:0 4.0 4.0 4.0 All -Red Time (s) 2,0 2.0 2.0 2.0 2.0 20 2.0 2.0 2.0 2.0 2.0 2.0 �eadlL Lead ftag Lead Lag Lag Lag, Lag Lead Lag Lag Lead -Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes tecall Mode`' �$ '%'None None ``None None None Nn 1tine F", in', Min" None Min Min „ v/c Ratio 0.62 0.34 0.21 0.27 0.62 0.20 0.56 0.61 0.18 0.30 0.37 0.38 Control Delay 43.0 20.4 4.5 48:1 33.8 15.0 44 7.. ,9.2 _ 14:1 47.1 42.Q 9.3 Queue Delay 0,0 0.0 0.0 0.0 0.0 0.0 . 0.0 0.0 0.0 0.0 0.0 0.0 T; `a 43,0 49. , 4.5 48.1 33.8 15.0 4 �'` 39:2 14.1 47.1 ! `0 9.18 . < Queue Length 50th (ft) 126 109 0 30 173 16 100 156 11 37 74 0 ,_,4&§Mth 95th (ft) 273 Al . 54 92 327 77 229 327 ' 63 106 ,8 84 Internal Link Dist (ft) 1137 1119 1034 1416 m. M ;rrgth (ft) 200 200 16.: 100 20W' Base Capacity (vph) 534 1786 875 243 1287 616 453 661 600 271 489 545 S' rt,Cap Reductn 0 0 0 0 1 0 0 0" m 0 r Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 ge Cep Reductn 0 0 :'o 0 Q 0 0 p 0 0 0 0 y# Reduced v/c Ratio 0.44 0.27 0.18 0.23 0.49 0.16 0.41 0.44 0.14 0.25 0.29 0.32 e Cycle Length 115 etuated'.rclp Length: 84.1 , Natural Cycle 55 ....,u Contrcil�'1 ` 6 ict€tated-Uncoordinated; .:. . P:\2009\09003\Kennedy Drive pm.sy7 2/12/2009 Lamoureux & Dickinson Page 1 HAM Signalized Intersection Capacity Analysis 2015 PM Build 3- Kennedy Drive & VT 116 Baseline ... Qv�tert ESL , EBT EI3R WBL ItIIBT IIVBRNBL , ;; NBT NBR ;, SBL- <SBrE Lane Configurations tt r tt r t r t deal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 4 0 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4,0 4.0 4.0 4.0 4.0 4.0 Util . Factor 1.00 0,95 1.00 , , 1,00 0.95 1,00 1,00 1,00 1.00 1,00 14b „1 M Frt 1.00 1,00 Q 85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1 A 0.85 � sa�cted 0,95 1,00 1,00' 0.95 1,00 1,00 0.95 1.00 1,00 0.95 E Satd. Flow (prot) 1770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583 1, PAMt 0.95 1,00 1.00 0.95 1-00 ' ' 1,00 0.95 `' 1.00 1.00 ; 0.95 1.Ofl ` Satd. Flow (perm) 1 770 3539 1583 1770 3539 1583 1770 1863 1583 1770 1863 1583 236 490 169 62 628 100 214 - 337 96 68 k -� Peak -hour factor, PHF 1.00 1.00 1.00 1.00 1,00 1 00 1,00 1.00 1 00 1.00 1.00 1.00 ph) 236 490 169 62 628 100 214 337 96 68,' RTOR Reduction (vph) 0 0 100 0 0 46 0 0 46 0 0 145 .. .< wyph) 236 ., 9 62 628 54 214 337 50 68 `. .�`.`' , Turn Type Prot Perm Prot Perm Prot Perm Prot Perm Rases 7 3 8 5 2 1; ' Permitted Phases ... 4 8 2 6 ` 'Green;, G (s) 16.6 36.5 36.5 4.1 24.0 24.0 15.5 24.2 24,2 63 15,0 1 Effective Green, g (s) 18.6 38.5 38.5 61 26.0 26.0 17.5 26.2 26.2 8.3 17..0 17.0 HKO"O'b/C Ratio 0.20 0,40 ; 0.40 0.06 0.27 027 0.18 0.28 028 0.09 0,18 0.18 Clearance Time (s) 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 ;(extension (s) 3:0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 _ 3.0 3.0 3.0 Lane Grp Cap(vph) 346 1433 641 114 968 433 326 513 436 154 333 283 rate Prot c0.13 0:14 0.04 c0.18 c0.12 c0.18 0.04 0.01 = .. ar ,.. v/s Ratio Perm 0.04 0.03 0.03 0,02 0.68 0.34 0.1 `0.54 0.65 0.13 ' XV@6 0.66 0.12 0.44 046 OM Uniform Delay, d1 35.5 19.5 17.6 43.2 30.5 26,0 36.0 30.5 258 41.2 35.0 32.7 Factor 1,00 1.00 1.00 1.00 1,00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 5.6 01 01 53 1 5 0.1 4.8 31 01 2.0 1.0 02 _. On 41,1 191 17.7 48.5 32.0 26 1 4p.8 33.5 25.9 43.2 36,0 32.9 Level of Service D B B D C C D C C D D C MW 4e'�,helciY (s) t' . 326 34.8 35. Approach LOS C C C P:\2009\09003\Kennedy Drive pm,sy7 2/12/2009 Lamoureux & Dickinson Page 1 Lanes, Volumes, Timings 2015 PM Build 3: Kennedy Drive & VT 116 Baseline ---* ---r --* f- .--- *-- I 4/ Lane Co Lane Protected Phases 7 4 3 8 5 2 1 ; 6 , Detector Phases 7 4 4 3 8 Z8 5 2 2 1 6 6 Minimum Split (s) 8 0 8 0 8 0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 Total Split (%) 26.M. 28.7% 28.7% 24.3% 32.2% 32.2% 13.0% 20.9% 20.9% --0 All Red Time (s) 2.0 __2_-0 _ 2.0__ , . 2.0aw 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 -�� 3 y Lead Lag Optimizes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes : M . 0 �v+/c Ratio 0.65 0.33 0.22 0 36 0 71 0 23 x: 0.63 0.63 0.19 0.36 0.50 0.43 Queue Length 50th (ft) 133 115 0 36 182 17 121 188 15 39 86 0 Internal Link Dist (ft) 1137 1119 1034 1416 " ; �� M Base Capacity (vph) 482 1662 832 188 1083 5281 450 646 590 212 403 480 (back Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.49 0.29 0.20 0.33 0.58 0.1C9 0.48 0.52> 0.16 0.32 0.38 0.37 e e Cycle Length: 115 Liingth::«„, , v.:�.M, .» r r'�`�'�ai'�Er Natural Cycle: 60 ' Splits and Phases".3: Kennedy Drive & VT 116 } 01 t " 02 f 03 " ► 04 07 P:\2009\09003\Kennedy Drive pm.sy7 Lamoureux & Dickinson 08 2/12/2009 Page 1 Attachment C Left Turn Lane Warrant LDLAMOUREUX & DICHINSON Project Me" to 6."J aft 16 Consulting Engineers, Inc. Project No. Q 10o 3 Sheet No. of 14 Morse Drive L> Essex Junction, VT 05452 Calculated by ��..� Date Tel: (802) 878-4450 / Fax: (802) 878-3135 Checked by Date Email: LDengineering.com Scale LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. LEFT -TURN LANE WARRANT ANALYSIS PROJECT #: 09003 PROJECT: VT 116 LOCATION: South Burlington, VT YEAR: 2010 build AM TIME: DHV SPEED: 40 mph Exclusive right -turn lane in the Va direction (Y/N)? Exclusive left -turn lane in the Vo direction (Y/N)? ENTER TRAFFIC VOLUMES (vph): Vadv. Vopp. Left -Turn = 65 0 Thru = 190 660 Right -Turn = 0 23 Va = 255 vph Vo = 683 vph L = 25% p = 2.0% u = 756 vph Tw = 3.3 sec. Te = 1.9 sec. I Va = ( 2,400"p" u / L" (1-L)`(Tw+Te) )"0.5 Warranting Va = 191 vph 255 > 191 BY: P. Coburn DATE: 12-Feb-09 THEREFORE, LEFT -TURN LANE IS WARRANTED REQUIRED LENGTH = 75 FEET LAMOUREUX & DICKINSON CONSULTING ENGINEERS, INC. LEFT -TURN LANE WARRANT ANALYSIS PROJECT #: 09003 PROJECT: VT 116 LOCATION: South Burlington, VT YEAR: 2010 build PM TIME: DHV SPEED: 40 mph Exclusive right -turn lane in the Va direction (Y/N)? Exclusive left -turn lane in the Vo direction (Y/N)? ENTER TRAFFIC VOLUMES (vph): Vadv. Vopp. Left -Turn = 35 0 Thru = 590 298 Right -Turn = 0 5 Va = 625 vph Vo = 303 vph L = 6% p = 2.0% u = 988 vph Tw = 1.2 sec. Te = 1.9 sec. Va = ( 2,400*p*u / L*(1-L)*(Tw+Te) )^0.5 Warranting Va = 541 vph 625 > 541 BY: P. Coburn DATE: 12-Feb-09 THEREFORE, LEFT -TURN LANE IS WARRANTED REQUIRED LENGTH = 75 FEET Page 1 of 1 David Marshall From: Patti Coburn [patti@ldengineering.com] Sent: Thursday, February 19, 2009 9:48 AM To: 'David Marshall' Cc: 'L&D' Subject: RE: 1200 Hinesburg Road Traffic Study 09003 Attachments: Trip Gen Meadowlands Lot #1 B.pdf Hi David, It is a judgment call whether to use the average rate or the fitted equation that is given at the bottom of the page. We look at the number of data points, standard deviation etc. and in this case for the pm peak hour used the fitted equation. The 8th Edition of ITE Trip Generation is now out and was used for this study (pages attached). Please call with any questions. Patti -----Original Message ----- From: David Marshall [mailto:dmarshall@cea-vt.com] Sent: Thursday, February 19, 2009 8:37 AM To: patti@ldengineering.com Subject: 1200 Hinesburg Road Traffic Study Patti - We received your traffic study yesterday. Thank you for your prompt turn around on this project. One quick question. It appears that the reported Peak Hour generation for the project differs from the ITE Peak Hour of generator avg values. We would like to use your values which are smaller but the City insists on living and dying by the Vol 7 ITE values. The ITE sheets we originally used (and the City will likely use) are included at the end of the attachment. Can you let me know how to respond to the City regarding this difference? Thanks again. Best David S. Marshall, P.E Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 P 802-864-2323 x310 F 864-2271 2/19/2009 Medical-Dc nhai[] Office Building (72 0) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday Number of Studies: 10 Average 1000 Sq. Feet GFA: 4.5 Directional Distribution: 50% entering, 50% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates 13 23.16 - 50.51 Standard Deviation Trip Generation, 8th Edition 1238 Institute of Transportation Engineers r Medical -Dental Office Building (720) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Number of Studies: 23 Average 1000 Sq. Feet GFA: 43 Directional Distribution: 79% entering, 21 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 2.30 0.85 - 4.79 1.88 uata Plot ana 300 X 200----..------ X X X X 100 ---- --- ........ -- - . ... .... - X .X X : X X X X X X "'X r X X X X X 0 0 10 20 30 40 50 60 70 80 90 100 110 120 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Equation: Not given --- Average Rate R2 = :a*� Trip Generation, 8th Edition 1239 Institute of Transportation Engineers Medical -Dental Office Wfiffldkig (720) Average Vehicle Trip Ends vs: 1000 Sq. Feet Gross Floor Area On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 43 Average 1000 Sq. Feet GFA: 32 Directional Distribution: 27% entering, 73% exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 3.46 0.97 - 8.86 2.50 Data Plot and Equation 400 X 300 _0 Ul X X X T 200 ----- - ... ............ > X a) 0) X < > X II X X X X X 100 X X: XX X * I—, X X X X X 0 0 10 20 30 40 50 60 70 80 90 100 110 120 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve ------ Average Rate Fitted Curve Equation: Ln(T) = 0.88 Ln(X) + 1.59 R 2 = 0.75 Trip Generation, 8th Edition 1240 Institute of Transportation Engineers DEVELOPMENT REVIEW BOARD 17 MARCH 2O09 PAGE 6 Ms. LaRose asked how talks with CCTA are going. Mr. Bouchard said "not good." CCTA is still unwilling to extend service to Tilley Drive. 8. Final Plat Application #SD-09-11 of John Larkin to amend a previously approved planned unit development consisting of five multi -family dwellings for a total of 160 units and a 40-unit congregate housing facility. The amendment consists of: 1) eliminating the 16-space parking lot on the west side of Quarry Hill Road, and 2) revising condition #10 of the 12/2/08 final plat approval (#SD-08-57), 270 Quarry Hill Road: Mr. Knudsen stepped down during this hearing due to a conflict of interest Mr. McClellan said they don't need the parking across the road, and its encumbering lot #4. They have an alternate location, if needed, on the other corner. Ms. Quimby asked that the applicant come back to the DRB if the need for more parking arises. Mr. Behr suggested putting it in for future use to save having to come back to the Board. The approval motion was amended to indicate that the applicant would construct additional spaces at their discretion. They will be shown on the plan. Ms. Quimby moved to approve Final Plat Application #SD-09-11 of John Larkin subject to the stipulations in the draft motion as amended. Mr. Farley seconded. Motion passed unanimously. Mr. Knudsen rejoined the Board. 9. Preliminary Plat Application #SD-09-12 and Final Plat Application #SD- 09-13 of Munson Earth Moving Corp. for a planned unit development to: 1) subdivide a 46.42 acre parcel into two lots of 6.92 acres and 39.50 acres, and 2) develop the 6.92 acre parcel with two general and medical office buildings comprised of one single story 15,000 sq. ft. building and one two-story 33,600 sq. ft. building, 1200 Hinesburg Road: Mr. Marshall noted that at the last review there was concern from Jim Rowley, the neighbor to the north, about a driveway between the westernmost building and the Rowley property. The new plan moves that driveway to the south. They also added a circular drive behind one building to eliminate some conflicts. Mr. Marshall noted the property is encumbered by the view protection zone. To address this, the building will be one story high closer to the road, then 2 stories away from the road. They will excavate 6-8 feet down. They will look to dispose of some of that r DEVELOMENT REVIEW BOARD 17 MARCH 2O09 PAGE 7 material on the eastern side of the lot. The landscaping plan also cannot compromise the view, and the City Arborist has said that what is proposed is in order. Mr. Rowley has asked for some screening and will allow it to be put on his property which is not encumbered by the view protection zone. The applicant is asking for credit for some trees because of this. Mr. Belair asked that they bond for the full amount. Ms. LaRose noted that to address the Fire Chief s memo, the applicant is OK with a 20- foot access. Regarding fire codes for elevators and the need for stretcher -sized elevators, since the city has no building codes the applicant operates under state codes which do not require the oversized elevator. Mr. Marshall said they were told that if there were medical use in the buildings, the oversized elevator would be an appropriate requirement but not for a general office building. Members agreed to eliminate condition #7 of the Fire Chiefs recommendations and condition # 10. Mr. Plumeau referred to a memo from the Recreation Path Committee. He noted it should read "east of not "west of." He also questioned an "attached traffic study" which was not attached. He noted there is a lot of excessive speeding in that area. Mr. Rowley thanked the Board for going along with the plantings on his property. He also noted there are fluorescent lights inside the Vermont Eye Laser building garage that are very visible and glaring. The approval motion was further amended to add a $7500 landscape credit. Ms. Quimby moved to approve Preliminary Plat Application #SD-09-12 and Final Plat Application #SD-09-13 of Munson Earth Moving Corp. subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 11:00 P.M. Clerk `I D 0 Date Subdivision Plat Application Permit Number SD - - APPLICATION FOR SUBDIVISION PLAT REVIEW X Preliminary ❑ Final PUD Being Requested? X Yes ❑ No 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. OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Munson Earth Moving Corporation 85 Shunpike Road Williston, Vermont 05495 Ph 1-802-863-6391 Email: iohn(a-),southburlinptonrealty.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 651 Pg 152-156 3. APPLICANT (Name, mailing address, phone and fax#) Munson Earth Moving Corporation 85 Shunpike Road Williston, Vermont 05495 Ph 1-802-863-6391 Email: John(a�southburlin_gtonrealty.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall, Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1200 Hinesburg Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 01155-0284 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing). Subdivision of a 7.0 acre lot (Lot 1B) from the 46.44 acre parent parcel (lot 1 resulting in 39.44 acres) and construction of a two office building PUD with a total GSF of 48,600 SF within the Meadowland Business Park. 1 of 1 Subdivision Plat Application b. Existing Uses on Property (including description and size of each separate use): Undeveloped Land c. Proposed Uses on property (include description and size of each new use and existing uses to remain): One single story medical office building (15,000 GSF and one two story medical office building with a total GSF or 33,600 SF. d. Total building square footage on property (proposed buildings and existing buildings to remain): 48,600 SF Medical Office Building e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): West Building: Single Story Building with a floor to flat roof height of 15 feet. East Building: Two Story Building with a floor to flat roof height of 25 feet. The grading of the site has been design to keep the top of both buildings under the Hinesburg Road North View Protection Zone f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 171 employees with visitors h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The Hinesburg Road North View Protection zone are located over the top of the building. See Sheet C2.1 for the VPZ analysis. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Subdivision of 7.0 Acre Lot 1 B from the parent parcel (lot 1) resulting in a second lot with an acreage of 39.44 acres. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 1B 7.00 Acres (304,920 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 31,800 square feet 10.43 % c. Overall Coverage (building, parking, outside storage, etc): Existing ❑r square feet: 0 % Proposed: 137,466 square feet 45.08 % 2 of 2 Subdivision Plat Application d. Front Yard Coverage(s) (commercial projects only): Existing: 0 square feet: 0.0 % Proposed: 1,250 square feet 5.36 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? X Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Yes, there are some areas around the perimeter of the project that encroach into the 50' buffer. All of these encroachment areas have been mitigated though the proposed grading. The site has been designed so that the new development areas are below the existing grade. This allows for easy retention of the stormwater and better control of encroachment of land use impacts toward the wetlands. If yes, 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 City's wetland map. The wetland delineation is the same as that used for the permitting of the Meadowland Business Park. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). A memorandum on this has been attached with the application. 10. AREA DISTURBED DURING CONSTRUCTION: 4.5 Acres (196,000 SQ. FT.) * *Projects disturbing more than one (1) 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 (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 4,161,600 b. Landscaping: $ 49,200 (Required $49,116) Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site preparation .. ........ $ 64,400 Roads and parking ........ $ 387,200 Utilities ................. $ 264,300 Off -site improvements ...... $ 54,200 Landscaping- Site Reclamation $ 63,700 Other - EPSC...... $ 25,600 $859,200, 3 of 3 Subdivision Plat Application 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 1772 VPD b. A.M. Peak hour for entire property (in and out): 150 VPH c. P.M. Peak hour for entire property (In and out): 112 VPH 13. PEAK HOURS OF OPERATION: 8 AM to 5 PM 14. PEAK DAYS OF OPERATION: _Monday through Friday 15. ESTIMATED PROJECT COMPLETION DATE: Spring 2012 4 of 4 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. NAME MAILING ADDRESS WITH ZIP CODE Green Acres, Inc. — 1269 Spear St., So. Burlington VT 05403 PARCEL ID 0860-01 150 Homer & Marie Dubois — 1405 Hinesburg Road So Burlington VT 05403 0860-01375 Larry & Ginette Brainard — 28 Knoll Circle So. Burlington VT 05403 1002-00028 Scott & Roberta Pennington — 26 Knoll Circle So. Burlington VT 05403 Terrance & Nancy Sheahan — 24 Knoll Circle So. Burlington VT 05403 1002-00026 1002-00024 Mark & Kathryn Boucher — 20 Knoll Circle So Burlington VT 05403 1002-00020 Christopher & Theri Davis — 18 Knoll Circle So. Burlington VT 05403 1002-00018 Gary & Nancy Lines — 16 Knoll Circle, So. Burlington VT 05403 1002-00016 Bradley L. Gardner — P.O. Box 21, Colchester, VT 05446 0860-01398 City of South Burlington - 575 Dorset St So Burlington VT 05403 0860-01175 Arthur H. & Lexie R. Rye — 1075 Hinesburg Road So Burlington VT 05403 0860-01075 Arthur H. Rye & Bernice R. Brisson — 1075 Hinesburg Road So Burlington VT 05403 0860-01061 James & Sachi Rowley— 1160 Hinesburg Road So Burlington VT 05403 0860-01 160 Civil Engineering Assoc. — 10 Mansfield View Drive So. Burlington VT 05403 1095-00010 East Mountain View LLC — 5399 Williston Road Williston VT 05495 0860-01100 Michael Gravelin — 1060 Hinesburg Road So Burlington VT 05403 0860-10700& 01060 Spaniel Properties, LLC — 1050 Hinesburg Road So Burlington VT 05403 0860-01050 Burlington Properties LTD — P.O. Box 0210 So Burlington VT 05403 0860-01020 Munson Earth Moving Corp — 85 Shunpike Road Williston VT 05495 0860-0284 O'Brien Meadowlands LLC — P.O. Box 2184 So Burlington VT 05403 0860-0472 Summer Ice Joint Venture, LLC — 186 College Street Burlington VT 05401 0860-0596 Chase Properties & Development LTD — P.O. Box 2283 So Burlington VT 05403 0257-00046 Summer Ice Joint Venture, LLC — 186 College Street Burlington VT 05401 0257-00066 & 00039 & 00860- 0317 5 of 5 02/2:3/2009 09:20 FAX 8028659125 SOUTH BURLINGTON REALTY l000liool r � � Subdivision Plat Appiicaticrt SmM-Temp Rr4Ity Company, Inc. —133 Elm $t., Wingpgki, VT 05404 0257-00104 Greenfiield�&Pit . LLC; — P (3 Box 115,`Eden, VT 05652 1715-00035 Me_ Rock of Greater Burlington, Inc. — 145 !line Haven Shores Road, Shelburne, VT 054 2 1715-00073 17. 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 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. Do not write below this line Subdivision Plat Application Subdivision Plat Application DATE OF SUBMISSION: D I have reviewed this preliminary plat application and find it to be: C ple InI)--- c mpl e r n D�r#fdrvof Planning & Zoning or Designee 7of7 Subdivision Plat Application Permit Number SD- - / 3 APPLICATION FOR SUBDIVISION PLAT REVIEW ❑ Preliminary X Final PUD Being Requested? X Yes ❑ No 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 #) Munson Earth Moving Corporation 85 Shunpike Road Williston, Vermont 05495 Ph 1-802-863-6391 Email: john()southburlin_gtonrealtV.com 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 651 Pg 152-156 3. APPLICANT (Name, mailing address, phone and fax#) Munson Earth Moving Corporation 85 Shunpike Road Williston, Vermont 05495 Ph 1-802-863-6391 Email: john(�southburlin_gtonrealty.com 4. CONTACT PERSON (Name, mailing address, phone and fax David S. Marshall, Civil Engineering Associates, 10 Mansfield View Lane, South Burlington, Vermont 05403 Ph 864-2323 x310 F 864-2271 Email: dmarshall@cea-vt.com 5. PROJECT STREET ADDRESS: 1200 Hinesburg Road 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 01155-0284 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Subdivision of a 7.0 acre lot (Lot 1B) from the 46.44 acre parent parcel (lot 1 resulting in 39.44 acres) and construction of a two office building PUD with a total GSF of 48,600 SF within the Meadowland Business Park. 1 of 1 Subdivision Plat Application b. Existing Uses on Property (including description and size of each separate use): Undeveloped Land c. Proposed Uses on property (include description and size of each new use and existing uses to remain): One single story medical office building (15,000 GSF and one two story medical office building with a total GSF or 33,600 SF. d. Total building square footage on property (proposed buildings and existing buildings to remain): 48,600 SF Medical Office Building e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): West Building: Single Story Building with a floor to flat roof height of 15 feet. East Building: Two Story Building with a floor to flat roof height of 25 feet. The grading of the site has been design to keep the top of both buildings under the Hinesburg Road North View Protection Zone f. Number of residential units (if applicable, new units and existing units to remain): NA g. Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 171 employees with visitors h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): The Hinesburg Road North View Protection zone are located over the top of the building. See Sheet C2.1 for the VPZ analysis. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. Subdivision of 7.0 Acre Lot 1B from the parent parcel (lot 1) resulting in a second lot with an acreage of 39.44 acres. 9. LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a. Size of Parcel: Proposed Lot 1B 7.00 Acres (304,920 SF) b. Building Coverage: Existing: 0 square feet: 0 % Proposed: 31,800 square feet 10.43 % c. Overall Coverage (building, parking, outside storage, etc): Existing: G square feet- 0 % Proposed: 137,466 square feet 45.08 % 2 of 2 Subdivision Plat Application d. Front Yard Coverage(s) (commercial projects only): Existing: 0 square feet: 0.0 % Proposed: 1,250 square feet 5.36 % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, II, or III) on the subject property? X Yes ❑ No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) Yes, there are some areas around the perimeter of the project that encroach into the 50' buffer. All of these encroachment areas have been mitigated though the proposed grading. The site has been designed so that the new development areas are below the existing grade. This allows for easy retention of the stormwater and better control of encroachment of land use impacts toward the wetlands. If yes, please submit the following with this application: A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. The wetland delineation is the same as that used for the permitting of the Meadowland Business Park. 2. Response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). A memorandum on this has been attached with the application. 10. AREA DISTURBED DURING CONSTRUCTION: 4.5 Acres (196,000 SQ. FT.) * *Projects disturbing more than one (1) 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 (1) acre require a permit from the Vermont Department of Environmental Conservation. 11. COST ESTIMATES a. Building (including interior renovations): $ 4,161,600 b. Landscaping: $ 49,200 (Required $49,116) Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Site preparation .. ........ $ 64,400 Roads and parking ........ $ 387,200 Utilities ................. $ 264,300 Off -site improvements ...... $ 54,200 Landscaping- Site Reclamation $ 63,700 Other - EPSC...... $ 25,600 $859,200 3 of 3 Subdivision Plat Application 12. ESTIMATED TRAFFIC a. Average daily traffic for entire property (in and out): 1772 VPD b. A.M. Peak hour for entire property (in and out): 150 VPH c. P.M. Peak hour for entire property (In and out): 112 VPH 13. PEAK HOURS OF OPERATION: 8 AM to 5 PM 14. PEAK DAYS OF OPERATION: Monday through Friday 15. ESTIMATED PROJECT COMPLETION DATE: Sprin_g 2012 4 of 4 Subdivision Plat Application 16. PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach on a separate sheet. NAME MAILING ADDRESS WITH ZIP CODE Green Acres, Inc. — 1269 Spear St., So. Burlington, VT 05403 PARCEL ID 0860-01150 Homer & Marie Dubois — 1405 Hinesburg Road, So. Burlington VT 05403 0860-01375 Larry & Ginette Brainard — 28 Knoll Circle, So. Burlington VT 05403 1002-00028 Scott & Roberta Pennington — 26 Knoll Circle, So. Burlington, VT 05403 1002-00026 Terrance & Nancy Sheahan — 24 Knoll Circle, So. Burlington VT 05403 1002-00024 Mark & Kathryn Boucher — 20 Knoll Circle, So. Burlington VT 05403 1002-00020 Christopher & Theri Davis — 18 Knoll Circle, So. Burlington, VT 05403 1002-00018 Gary & Nancy Lines — 16 Knoll Circle, So. Burlington VT 05403 1002-00016 Bradley L. Gardner — P.O. Box 21, Colchester, VT 05446 0860-01398 City of South Burlington - 575 Dorset St., So. Burlington VT 05403 0860-01175 Arthur H. & Lexie R. Rye — 1075 Hinesburg Road, So. Burlington VT 05403 0860-01075 Arthur H. Rye & Bernice R. Brisson — 1075 Hinesburg Road So. Burlington VT 05403 0860-01061 James & Sachi Rowley— 1160 Hinesburg Road, So. Burlington VT 05403 0860-01160 Civil Engineering Assoc. — 10 Mansfield View Drive, So. Burlington VT 05403 1095-00010 East Mountain View LLC — 5399 Williston Road Williston VT 05495 0860-01 l00 Michael Gravelin — 1060 Hinesburg Road, So. Burlington VT 05403 0860-10700& 01060 Spaniel Properties, LLC — 1050 Hinesburg Road, So. Burlington VT 05403 0860-01050 Burlington Properties, LTD — P.O. Box 0210, So. Burlington VT 05403 0860-01020 Munson Earth Moving Corp. — 85 Shunpike Road, Williston, VT 05495 0860-0284 O'Brien Meadowlands, LLC — P.O. Box 2184, So. Burlington VT 05403 0860-0472 Summer Ice Joint Venture, LLC — 186 College Street, Burlington VT 05401 0860-0596 Chase Properties & Development, LTD — P.O. Box 2283, So. Burlington VT 05403 0257-00046 Summer Ice Joint Venture, LLC — 186 College Street, Burlington, VT 05401 0257-00066 & 00039 & 00860- 0317 5 of 5 02/23/2009 09:20 FAX 8028659125 SOI,YrH BURLINGTON REALTY tf,t)i)1 (?t)9 i Subdivision Plat Application Suyer-Temp Realty ComAanv. Inc. —133 Elm fit., Winooski, VT 05404 0257-00104 Greenfield Capital. LLC — P.O. Box 115. laden. V`I' 05652 1715-00035 The Rock of Greater Burlington, Inc. — 145 Pine Haven Shores Road, Shelburne, VT 05482 1715-00073 17. PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular sire copies and one reduced copy (I I" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the 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. Do not write below this line Subdivision Plat Application Subdivision Plat Application DATE OF SUBMISSION: V have reviewed this preliminary plat application and find it to be: ripl to Incomplete l Dr0606f Planning & Zoning or Designee Dfate 7of7 SEVEN DAYS I february 25-march 04, 2009 1 classifieds 31B Nsevendaym.com [click on classifieds] _ , Show and tell. Open 24/7/365. Extra! Extra! r View and post up It Post & browse ads 1L° There's no limit to == ee.==========e== 6 photos per ad online. a our convenience. ad length online. spirit BASIC PSYCHIC DEVELOPMENT: With Bernice KeLman. 10 Thurs- days starting March 19th. Cost: $175. Location: Underhill. Space is limited„ reserve your space now! Info: Bernice Kalman, 802. 999.3542, kelman.b@juno.com. Everyone is born with natuml psy- chic abilities. There is nothing "su- pernatural" about these abilities. All children are naturally psychic. we were psychic when we were chil- dren. However, our culture teaches us to shut off these abilities. You can learn simple and easy ways to tap into your own hidden abilities, to "become as little children" and play as naturally as you did than, to use your inborn talents to make your life healthier, happier, more loving and more fun. --------------- spirituality ESOTERIC CHRISTIANITY: Mar. 14 - Apr. 4, 2-4 p.m., Weekly on Saturday. Cost: $60 Location: 55 Clover Lane, Waterbury. Info: Sue, 802-244-7909. Discover the "hid. den wisdom in the Holy Gospel" in this workshop that uses exercises and hands-on experience to reveal the deeper layers of meaning in both the Old and New Testament. Led by Dr. Sue Mehrtens, teacher and author. LIFE PURPOSE HAND READ- INGS: 12:30-5:30p.m., Sat., March 7, & Tues., March 10. Cost: $35/30-minute consult. Location: Spirit Dancer Book Store, 122 S. Winooski Ave., Burlington. Info: HandTales, Janet Savage, 802. 660-8060, janet@handtales.com, www.handtates.com. Join Jonef, Master Hand Analyst, Nor. 7 or Mar. 10 to discover the power and magic of hands. Stuck in career, relation- ship, creative path? Your hands offer the most complete picture of Your life. No predictions. Discover your highest purpose and what is getting in the way. Preregister, call 660-8060. tai chi SNAKE STYLE TAI CHI CHIAN: Beginner classes Sat. mornings & Wed. evenings. Call to view a class. Location: BAD TAK FAI TAI CHI INSTITUTE , 100 Church Street, Burlington. Info: 802- 864-7902, www.iptaichi.org. The Yang Snake Style is a dynamic tall chi method that mobilizes the spine while stretching and strengthening the core body muscles. Practicing this ancient martial ort increases strength, flexibility, vitality, peace of mind and martial skill. theater THE ART OF PLAYBACK THEATRE: Mar. 10 - Jun, 23, 6:30-9 p.m. Cost: $130/2.5-hour class. Loca- tion: Did North End Studio, 294 N. Winooski Ave., Burlington. Into: Vermont Playback Theatre, Jennie Kristel, 802-860-6203, www.vermontplaybacktheatre. org. Come play, awaken your senses, learn the fundamentals of Playback Theatre. PT is an interac- tive, improvisational theatre form used to illuminate life and incite dialogue. Personal life stories are shared by audience members and then re-enacted spontaneously on stage by a team of actors. we will Practice its farms and listen to our own stories. ----------------------- visual arts ----------------------- MONOTYPE: HAND -PULLED PRINTS: Mar. 7, 9 a.m. - 3 p.m. 1-day workshop. Location: Shel- burne Art Center, 54 Felts Rd., Shelburne. Info: Shelburne Art Center, 802-985-3648, www.shel. burneartcenter.org. A monotype is a type ofprintmaking done by drawing or painting on a surface and then transferring the 'Image onto a paper by pressing the two together. In this introductory work. shop, students will learn various techniques using black, white and color inks. Members $85, nonmem- bers $95, materials $ZO. ---------------- weight loss WEIGHT LOSS & CHINESE MEDI- CINE: Mar. 11 - Apr. 29, 6:30.7:30 p.m., Weekly on Wednesday. Cost: $300/for 8-week series, Location: Eastern View Integrative Medi- cine, 185 Tilley Drive, S. Burling- ton, Info: The Dhatri Foundation, 802-862.2333, ada@burlington- telecom,nets www.dhatrifounda. tion.org. Achieve your ideal weight in a healthy and balanced manner without heavy exercise orfld diets. Carrying extra weight is not the problem in itself rather it is a sign of imbalance. These imbalances, some people can be born with, are easily correctable through the prin. ciples of Chinese Medicine. yoga BRISTOL YOGA AND AYURVEDA: Daily Ashtanga yoga classes for all levels. Special monthly work- shops on yoga, Ayuweda, diet and nutrition, breathing and medita- tion. Private sessions for yoga or Ayurvedic consultations avail- able by appointment, Cost: $14/ drop -in, $110/10 classes or $100/ monthly pass. Location: Old High School, Bristol. Info: 802-482- 5547, www.bristotyoga.com. This classical form of yoga incorporates balance, strength and flexibility to steady the mind, strengthen the body and free the soul. Bristol Yoga is directed by Christine Moor, who was blessed and authorized to teach by Sri K Pottobhi Jois of Mysore India, holder of the Ashton - go lineage. COPPER CRANE YOGA: INTE- GRATED YOGA FLOW with Janet Chili. 4-week series, S50/series. Tuesdays 5:30-7 p.m., 2/17-3/10. Preregister. Cost: $14/drop-in, $60/5-class card, $110/10-ctass card, $200/20-class card. Lou- tion: Copper Crane Yoga, 179 Main St., Vergennes. Info: 802- 877-3663, coppercraneyoga.com. Individual, group and custom yoga classes. Copper Crane provides wise and compassionate teaching to strengthen the body, uplift the heart and calm the mind. Be your- self here. Copper Crane is directed by Carolyn Conner, RYT, Advanced Certified Thai Yoga Bodywork Practitioner. Thai Yoga Bodywork and Zero Balancing sessions by appointment. EVOLUTION YOGA: Daily yoga classes for all levels, convenient- ly located in Burlington. Cost: $14/10 class cards and unlimited memberships available for dis- counted rates. Mon., Wed., Fri. 4:30 p.m. classes are sliding state $5-$10. Location: Evolution Yoga, Burlington. Info: 802-864-9642, www.evatutionvt.com. Our staff of all certfed teachers are skilled with beginners as well as students wanting to refine their practice. Vinyasa, Anusara-Inspired, Kripolu, lyengar and babies/kids classes available. Prepare for birth and strengthen post-partum with pre/ post -natal yoga. Participate in our Preliminary plat review of 9-unit k":h'iary 23, 2009community blog: evolutionvt.com/ planned unit development in 2evoblog. new buildings; one with 4 unitsTF.014MBRM0i4T - INTRO TO THAI YOGA BODY- and the other with 5 CHITTENDEN COUNTY, SS. WORK: Mar, 21, 9 a.m. - 5 p.m. CHITTENDEN SUPERIOR COURT Cos[: $95/6-hour class. Location. Plans may be viewed in the Plan- DOCKET NO. S0722.08 CnC Touchstone Healing Arts, 187 St. ning and Zoning office, (City Hall, Paul St., Burlington. Info: Kristin First floor, 149 Church Street, Borquist, 802-985-5888, kristin@ Burlington), between the hours of kbestudio.com, www.kbestudio. 8:00 a.m, and 4:30 p.m. com. Learn simple, effective tech- David White, AICP, Director of niques to expand ease and flex. Planning and Zoning fbitity. This clothed massage move. ment ort benefits both practitioner Individuals who require special and receiver. Individuals and pairs welcome. No experience is required. arrangements to participate are Begin yourprofessional training, or encouraged to contact the Depart - ment at least 72 hours in advance. bring the gift of massage to family For information call 865-7188 and friends. Enjoy a day that will (865-7142 TTY). be relaxing and rejuvenating. THESTUDIO ATTHE FIELD HOUSE: Charlotte Planning Commission Daily yoga & Pilates classes for Notice of Public Hearing all levels. Drop -ins welcome; no membership required. Cost: $15/ Pursuant to Title 24 Chapter 117 drop -in, $6Q/month (6 classes). V.S.A. and the Charlotte Land Unlimited yoga, $70 (inert. club Use Regulations, the Charlotte membership). Location: 166 Ath- Planning Commission will meet on letic Drive, Shelburne. Info: 802- Thursday March 19, 2009 at the 985-4406, www.shelburneath- Town Hall to hear the following leticclub.com. Vinyasa, lyengor, applications: Anusara, Yin, Ashtanga & Kripolu classes as well as reformer, mat & 7.30 PM Final Plat Hearing of Jill senior Pilates. and Richard Lowrey for a subdivi- sion amendment to change the YOGA VERMONT: Daily drop -in building envelope at 335 Upper classes, plenty of choices, open Meadow Lane. to all levels, two locations. Cost: $14/drop-in, $115/10 class card, Application material can be $130/month pass. Location: viewed at the Planning and Zoning Chace Mill on Winooski River, Office. Participation in the hearing downtown at 113 Church St. (top is a prerequisite to the right to floor of the Leunig's building), appeal any decision related to Burlington. Info: 802-660-9718 these applications. www.yogavermont.com. Six -wee Skn'ier and Rider class, six -wee PUBLI Intro to Ashtanga, Monthly Restor-lily SOUTH BURLINGTON DEVELOP- ative, Adaptive Yoga, Yoga Intoner -ENT REVIEW BOARD for Training Course and more listedon website. Gift certificates avail.he South Burlington Development able. For the latest, check out nun.view Board will hold a public blog: http://yogovermont.typepod.eating in the South Burlington Hall Cpnferenpe 8900L 575 YOGA FOR MEN BY STEVE: Begin- :;#sYermont Dorset Street, South Burlington, on Tuesday, March 17, ner Level I, Man. & Wed., 6-7:15 2009 at at 7:30 P.M. to consider the p.m. Intermediate Level II, Tues. "` following: & Thurs., 6-7:30 p.m. Open Class '. Level I & II welcome, Sat. 10- 1. Preliminary plat application 11:30 a.m. Restorative yoga, Sat. #SD-09-07 and final plat appUca- 12-1 p.m. Privte sessions avail- tion #SD-09-08 of Shepard Brogna able by appointment.. Location: Gardner Stowe, LLC for a planned 6393 Route 7, North Ferrisburgh. unit development consisting of: 1) Visit our website www.miractesoft- subdividing a 3.63 acre parcelde- ouah.com for detailed descrfptia l "eloped with a cemetery into two of class offerings. To schedule a (1) 2 family dwellings and one (1) class or inquire about fees or sew%;l,� 3 unit multi -family dwelling, 200 vices contact Jim, jhart1159@com-",,, Patchen Road. cost.net 802-310-8291. Class rag istration limited to 6/class. !� 2. Conditional use application -` #CU-09.01 of Omnipoint Com- munications, Inc. to install nine - (9) panel antennas and a 10' x 14' 1 - equipment area on the roof, 1068 a Williston Road. Mortgage Electronic Registration Systems, Inc. as nominee for Ac- credited Home Lenders, Inc., Plaintiff Dean LePage, Gregory Supply Co., Mortgage Electronic Registration Systems, Inc., as nominee for Accredited Home Lenders, Inc. And Occupants residing at 1400 Hinesburg Road, South Burlington, Vermont, Defendants NOTICE OF SALE By virtue and in execution of the Power of Sale contained in a certain mortgage given by Ac- credited Home Lenders, Inc. to Dean LePage dated October 22, 2004 and recorded in Volume 686, Page 101 of the Land Records of the Town of South Burlington, of which mortgage the undersigned is the present holder, for breach of the conditions of said mortgage and for the purposes of foreclos. ing the same will be sold at Public Auction at 10:30 A.M. on March 4, 2009, at1400 Hinesburg Road, South Burlington, Vermont aLl and singular the premises described in said mortgage: To Wit: Being all and the same land and premises conveyed to Dean LePage ly Warranty Deed of DMP Palmer Imi oclates,'LLC dated October 22, 4 and recorded October 26, 4 in Volume 686 at Page(s) 99 he City of South Burlington d records. s of Sale: $10,000.00 to be paid in cash by purchaser at the ti$rme of sale, with the balance due $t closing. Proof of financing for She balance of the purchase to e provided at the time of sale. the sale is subject to taxes due sand owing to the Town of South ier terms to be announced the sale or inquire at Lobe & tin, 30 Kimball Ave., She. 306, uth Burlf igton, VT 05403, 802 Electronic Registration Inc. '.Joshua B. Lobe, Esq. le & Fortin, PLC Kimball, Ave., Ste. 306 lth Burlington, VT 05403 { J' 3. Final plat application #SD.09 11 of John Larkin to amend a .STATE OF VERMONT previously approved planned unit CHITTENDEN COUNTY, Ss. 1 development consisting of five (5)�y;iCHITTENOEN SUPERIOR COURT multi -family dwellings for a total :".-. DOCKET NU; 50742-08 CnC -' of 160 units and a 40 unit congre- '� gate housing facility. The amend- : LaSalle Bank National Assoda- ment consists of.. 1) eliminating sion as Trustee for First Franklin the 16 space parking lot on the Mortgage Loan Trust 2007-FFI, ". west side of Quarry Hill Road, and Mortgage Loan BURLINGTON DEVELOPMENT 2) revising condition #10 of the Asset -Backed Certificates, Series REVIEW BOARD - 12/2/08 final plat approval (#SD-". 2007-FFI, Public Hearing Notice — March 08-57), 270 Quarry Hill Road Plaintiff 17, 20G9 v. 4. Preliminary plat application '. Bridgette Brassard, Mortgage The Burlington Development Re- , #SD-09-12 and final plat applica- ': Electronic Registration Systems, view Board wilt hold a public hear-' tion #SD-09.13 of Munson Earth if Inc, as nominee for Nationpoint, ing on Tuesday, March 17, 2009 at 5:00 p.m. in Contois Auditorium, '' Moving Corp, for a planned unit a Division of National City Bank And Occupants residing development to: 1) subdivide alet City Halt to consider the fo8owin 44.42 acre parcel into two (2) lots 86Pinecrest Drive,Unit 12D, applications; of 1.11 acres and 39.50 acres andEssex, Verrhpnt, 1. 09-487CA; 67 Lyman Ave (RLi; 2)develop the 6.92 acre parcelDefendards with two general and medical Ward 5) Travis Kingsbury Construction of new garage with � 9 office buildings comprised of one -NOTICE OF SALE single story 15,000 sq. ft. building "5 accessory apartment and one (1) two story 33,600 sq. ". ft.building, 1200 Hinesburg Road.. 2. 09-485BA; 72 North Willard - St (RL, Ward 1) 72 North Willard _° John Dinklage, Chairman St, LLC -; South Burlington Development Appeal of zoning permit denial to. ' Review Board install vinyl replacement windows. Copies of the applications are 3. 09-397PO; 198 East Ave. (RL/1, available for public inspection at Ward 1) Tim & Dina Dowhan/ ', the South Burlington City Hat[. Adam Hergenrother s- r By virtue and in execution of the Power of Sale contained in a certain mortgage given by LaSalle Bank National Association as Trustee for First Franklin Mortgage Loan Trust 2007-FFI, Mortgage Loan Asset -Backed Certificates, Series 2007-FFI to Bridgette Brassard dated November 10, 2006 and recorded in Volume 704, Page 453 of the Land Records of the Town of Essex, of which mortgage the undersigned is the present holder, for breach of the condi- tions of said mortgage and for the purposes of foreclosing the same will be sold at Public Auction at 11:00 A.M. on March 4, 2009, at 86 Pinecrest Drive, Unit 12D, Essex, Vermont all and singular the premises described in said mortgage: I. Wit: Being all and the same lands and premises conveyed to Bridgette A. Brassard by Deed of Heidi M. Danforth and Shaun L. Danforth of approximately even date herewith and to be recorded in the town of Essex Land Records. Terms of Sale: $10,000.00 to be paid in cash by purchaser at the time of sate, with the balance due at closing. Proof of financing for the balance of the purchase to be provided at the time of sale. The sate is subject to taxes due and owing to the Town of Essex. Other terms to be announced at the sale or inquire at Lobe & Fortin, 30 Kimball Ave., Ste. 306, South Burlington, VT 05403, 802 660-9000. LaSalle Bank National Association as Trustee By: Joshua 8. Lobe, Esq. Lobe & Fortin, PLC 30 Kimball Aver Ste. 306 South Burlington, VT 05403 EQUAL HOUSING OPPORTUNITY AD real .sate advertising io this newspaper is subject to the Federal Fair Housing Act of 1968 andsimilarV ntsinates which make it illegal to advemee my pmfecerce, bmttmone, or diecsimioation based on race, colon religion, sera, national origin, sexual orientation, age, marital ammo, hmdicep, presence of minor child= in the family mceipl of public esusiceace, m intend- to make my such preference, limitation or a discrimination. The newspaper will rat knowingly accept my advertising for real eense, which is in violation of the law. Ou resders are hereby informed that all dwellings, advertised in tht, newspaper, are avaimble on so equal opportunity basis. Any home seeker who feels her or she has e countered di—inn.uion should contact the: HUD Office of Fair Housing, 10 Causeway St, Boston, MA 02222-1092 (617)565-5309. OR Vermont Human Rights Commission, 135 Stele SL, Drawer 33, Montpelier, VT 05633-6301. 800-416-2010 Fax: 802-828-2480 Required Landscaping Value $4,617,000 Building Values $7,500 3% of Building Cost up to $250,000 $5,000 2% of Building Cost from $250,000 to $500,000 41 170 1 % of Building Cost above $500,000 $53,670 MUNSON OFFICE PROJECT February 23, 09 South Burlington, VT Prelim. Planting Cost Estimate Michael Lawrence Assoc. Landscape Architects Essex Junction, VT BUDGET REQUIRED BY SOUTH BURLINGTON $53,670 PLANT MATERIAL KEY PLANT SIZE UNIT COST QUAN SUB -TOTAL AMARA Amelanchier arborea 'Autumn Brilliance' 10 gal. $275 7 $1,925 AMECA Amelanchier canadensis 6-7 ft. $350 11 $3,850 CORAL Corpus alternifolia 7 gal. $150 15 $2,250 COKOU Corunus kousa 5-6 ft. $225 2 $450 CORPU Corunus pumila 2 gal.. $42 22 $924 CORSA Corunus stolonifera 'Alleman's Compact' 2 gal.. $42 22 $924 EUFGL Euonymus fortunei 'Green Lane' 2 gal.. $45 10 $450 HYDPG Hydrangea paniculata 'Grandiflora' 10 gal. $190 3 $570 HYDPL Hydrangea paniculata 'Limelight' 5 gal. $62 15 $930 HYDPT Hydrangea paniculata 'Tardiva' 3 gal. $45 14 $630 MAGAC Magnolia acuminata 'Butterflies' 7 gal. $155 3 $465 MAGXL Magnolia x loebneri'Leonard Messell' 5-6 ft., 10 gal. $280 5 $1,400 MAGST Magnolia stellata 'Royal Star' 4-5 ft. $250 10 $2,500 MALAD Malus x'Adams' 2-2.5 in. $450 12 $5,400 MALBE Malus x "Bechtel' 2-2.5 in. $450 7 $3,150 MALCO Malus x'Coral Burst' 2-2.5 in. $450 12 $5,400 MALDW Malus x 'Donald Wyman' 2-2.5 in. $450 13 $5,850 MALPR Malus x'Prairie Fire' 2-2.5 in. $450 7 $3,150 MALST Malus x 'Sugar Tyme' 2-2.5 in. $450 13 $5,850 PICPF Picea pungens'Fat Albert' 4-5 ft. $400 8 $3,200 SALDI Salix discolor 2 gal.. $42 11 $462 SYRRE Syringa reticulate 2-2.5 in. $500 8 $4,000 $53,730 February 20, 2009 Mr. David Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Subject: 1200 Hinesburg Road Site Lighting Plan Dear David; Attached is a site lighting plan layout for the 1200 Hinesburg Road Office Building site in South Burlington, VT. I have calculated the following lighting metrics based on a 10' x 10' grade level illuminance grid. Parking Lot/Sidewalk Statistical Area: 1.32 fc average 0.2 fc minimum (with outlying pts at 0.1 fc) 15.9 fc maximum Maintained illuminance levels are well below South Burlington's maximum average illuminance of 3.0 fc. with pole heights ranging from 14' to 18' to comply with view corridor requirements. All fixtures also meet glare and light trespass restrictions by being full cut-off type. Light trespass at all property lines is at or below 0.1 fc as shown on the photometric plan. A single 16' pole -mounted light is recommended at the intersection with Hinesburg Road and the project entry drive for safety in identifying the drive before making a turn. IESNA Guidelines for parking lot lighting include minimum horizontal illuminance requirement of 0.2 footcandles and a Maximum/Minimum ratio not -to -exceed 20:1. Due to the site height restrictions resulting in a 14' minimum to 18' maximum light pole height, this site plan does not strictly conform to those guidelines. All critical points of less than 0.2 fc are at perimeter parking areas where there is little pedestrian/vehicular conflict. Maximum horizontal illuminance of 15.9 fc occurs in one limited circumstance where a third luminaire is provided on a 16' pole for adequate illuminance of perimeter parking at a row end condition. The more typical maximum illuminance is less than 12 fc at double 16' poles and 6.6 fc at single 14' poles. Site lighting consists of a combination of pole mounted cut-off luminaires, low -to -the -ground lighting bollards, and building mounted cut-off fixtures. All luminaires are selected to direct lighting efficiently over abroad area while restricting light output to less than 1 % above the horizontal plane. 150w metal halide pulse start technology is utilized for the pole mounted luminaires, with 70w metal halide pulse start at bollards. Wall sconces use 32w or less compact fluorscent lamps. All lamps yield a minimum of 62 lumens per watt to satisfy efficiency requirements. Pole mounted luminaires are limited to 14' height at the west (high) side of the lot, 16' for the parking between the buildings, and 18' for only the smaller east side lot. Bollards are 42" in height, and are located along walkways and at a potentially hazardous turn on a perimeter drive that would be mainly used by employees. Fagade mounted cut-off luminaires are mounted no higher than 9', with 2 indicated on photometric plans at each major entry. Lighting would be controlled by a programmable lighting control with astronomic time clock. This would allow the tenants to turn lights off after hours if security does not demand dusk to dawn lighting. This design meets the design intent of Act 250, Section 9f for energy efficiency and protection of the night sky from unwanted glare. It also meets criteria for LEED Site Lighting Criteria 8 for light pollution reduction. If you have any questions regarding the design or specifications, please contact me at 802- 862-1901. Thank you, Donna J. Leban, AIA, LC Light/Space/Design 7 Iris Lane, S. Burlington, VT 05403 lightspd@comcast.net COOPER LI SITING - LUMARKO DESCRIPTION The IMPACT Wedge cutoff wall luminaire makes an ideal complement to site design. U.L. and CUL Listed for wet locations in down mount applications and damp locations in up mounted applications. Rugged construction and full cutoff classified optics provide facade and security lighting for light restricted zones surrounding schools, office complexes, apartments, and recreational facilities. SPECIFICATION FEATURES A ... Housing The housing is a two-piece design of die-cast aluminum for precise control of tolerances and repeatability. B ... Mounting Gasketed and zinc plated rigid steel mounting attachment fits directly to 4" J-Box or wall with "Hook-N-Lock" mechanism for quick installation. Secured with two (2) captive corrosion resistant black oxide coated allen head set screws concealed but accessible from bottom. C ... Optical Modules All optical modules utilize high performance 95% reflective sheet. Strong Type II optical module is standard. D ... Ballast HID luminaires supplied with high power factor ballast with Class H insulation. Minimum starting temperatures are -40'C (-40'F) for HPS and -30'C (-22'F) for MP. Compact Fluorescent luminaires feature electronic universal 120-277V high efficient 50/60Hz ballast with -18°C (0°F) minimum starting. 9' [229mm] 1 16 1/2' 1419mm] HOOK-N-LOCK MOUNTING (Mounting attachment included. J-Box not included.) 0 0 E ... Door Die-cast door features, 1/8" heat - and impact -resistant clear tempered glass lens mounted with internal plated steel clips and sealed with EPDM gasketing. Hinged door secured in place via two (2) captive fasteners. F ... Finish Durable polyester powder coat finish. Standard color is Bronze. Optional premium colors include: White, Black, Grey, Graphite Metallic, and Dark Platinum. Other finish colors available. Consult your Cooper Lighting Representative concerning special color requirements. 18 1/4" [210mm] I im TI AFPACT FCO COMPLIANT Full Cutoff In downlight applications only. IP IMPACT WEDGE 50 - 175W High Pressure Sodium Pulse Start Metal Halide Metal Halide 26 - 84W Compact Fluorescent FULL CUTOFF WALL MOUNT LUMINAIRE TECHNICAL DATA UL1598 Listed, CUL Listed 25°C Maximum Ambient Temperature External Supply Wiring 90°C Minimum Down Mounted —Wet Location Up Mounted —Damp Location ENERGY DATA High Reactance Ballast Input Watts 50W HPS HPF (66 Watts) 50W MP HPF (72 Watts) 70W HPS HPF (91 Watts) 70W MP HPF (90 Watts) 100W HPS HPF (130 Watts) 10OW MP HPF (129 Watts) 150W HPS HPF (190 Watts) 150W MP HPF (185 Watts) CWA Ballast Input Watts 175W MH HPF (210 Watts) Electronic Ballast Input Watts 26W CF HPF (29 Watts) 32W CF HPF (36 Watts) 42W CF HPF (46 Watts) 52W CF HPF (55 Watts) SHIPPING DATA Approximate Net Weight: 18lbs. (8 kgs.) :moo Ih`i/1 cFanPf'° COOPER Lighting Specifications and Dimensions subject to change without notice. I ADHO82299 Consult your representative for additional options and finishes. 01/16/2009 1:18:43 PM www.cooperlighting.com III, IMPACT WEDGE ORDERING INFORMATION Sample Number: MPIP-W-150-MT-LL Lamp Type ' Fixture Type Lamp Wattage ' Voltage = Options MP° Pulse Start Metal IP= Impact MP 120V- 120V F1- Single Fuse, Specify Voltage (120, 277, or 347V) Halide 50- 50W 208V- 208V F2' Double Fuse, Specify Voltage (208 or 240V) MH' Metal Halide' FFixture Shape 70 70W 240V: 240V PE' Button Photocontrol (Specify Voltage)4 HIP: High Pressure Sodium Wedge 100= 100W 277V- 277V BK' Black CF' Compact Fluorescent 150' 150W 347V- 347V WH- White MH 480V: 480V Ap= Grey 175` 175W' DT' Dual -Tap GM' Graphite Metallic kip MT- Multi -Tap, DP' Dark Platinum 50' 50W wired 277V LL' Lamp Included (Must Specify Wattage on CF) 70: 70W TT= Triple -Tap, TR= Tamper Resistant Hardware (2 Door Screws) 100' 100W wired 347V HS° House -side Shield Glass$ 150° 150W E' Electronic a (1 20277V) PL- Polycarbonate Lens', s Compact Fluorescent G- Quartz Restrike (1)T4 Lamps 28' (1) 26W EM° Emergency Quartz Restrike (1) T4 Lamp with Times 32: (1) 32W Delay Relay 42: (1) 42W EM/SC= Emergency Separate Circuit (1) T4 Lamps. 7 52- (2) 26W GMR= Quartz Restrike (1) MR16 Lamps, s 54' (2) 32W 20MR: Quartz Restrike (2) MR16 Lampss, e 84; (2) 42W 20MR/SC- Quartz Restrike (1) MR16 Lamp and (1) 7, s, s Emergency Separate Circuit MR16 Lamp Notes: 1 Lamp type not available in all wattages -see wattage table. HID lamps are medium base. 480V not available in 50W or 70W.175W MH is available for non-U.S. markets only. EMMR` Emergency Quartz Restrike (1) MR16 Lamp Mitts, $ 2 Products also available in non -US voltages and 50HZ for international markets. Consult your Cooper Time Delay Relay Representative for availabikiy and ordering information. 2EMMR' Emergency Quartz Restrike (2) MR16 Lamps$• $ 3 Available with CF Option only. In cold temperatures, compact fluorescent lamps produce lower illumination with Time Delay Relay levels. EM/SC/MR= Emergency Separate Circuit (1) MR16s, 10 4 PE not available with 4e0V. Lamp 5 Down lighting position only. 2EM/SC/MR° Emergency Separate Circuit (2) MR160, 10 a (1) 120V Lamp, 100W maximum quartz lamp. Utility power may need to cycle to allow HID lamp to cool in Lamps warm climates. Not available with CF Option. Lamp supplied by others. 2EMMR/SC' Emergency Quartz Restrike with Times, G. s 7 Leads out of the back of the unit for auxiliary 120V. Delay Relay (1) MR16 and (1) MR16 s Not available with CF lamps. Emergency Separate Circuit Lamp s (1) or (2) 120V Lamps. GU10 base, 50W maximum each. Lamps supplied by others. EM/SC/12V= Emergency Separate Circuit 12V Low 7•1+ 10 Not Available with 52, 64,84 CF wattages. Voltage (1) MR16 Lamp 11 I71 or 121 12V bi•pin lamp, socket GU5.3 base, 35W maximum. Power supplied by low (supplied by others). Lamps supplied by others. voltage DC source 2EM/SC/12V= Emergency Separate Circuit 12V Low7• 77 12 Specify 120 or 277V, (-18°C) minimum temperature. Voltage (2) MR16 Lamps 13 Specify 120 or 277V, (0°C) minimum temperature. EM140: Emergency Cold Temperature (UL924 Listed) '_ Power Pack -18 degrees C/0 degrees F, (1) CF Lamp, Specify Voltage CF-EM' Emergency CF Power Pack (UL924 Listed) (1) CF 13 Lamp. 0 degrees C/32 degrees F. Specify Voltage. STOCK SAMPLE NUMBER (Lamp Included) SAMPLE NUMBER: MPIW15 IWF Lamp Fixture Lamp Type Type Wattage' MP=Pulse Start Mf=IMPACT 10=100W Metal Halide Wedge 15=150W HP =High Pressure Sodium NOTES: Standard multi -tap and bronze. Referto In -Stock Guide for availability. Options not available with stock products. Refer to standard order information to add options. LAMP TYPE WATTAGE DISTRIBUTION Pulse Start Metal Halide (MP) 50, 70,100,150W TYPE II Metal Halide (MH) 175W TYPE II High Pressure Sodium (HP) 50, 70,100, 150W TYPE II Compact Fluorescent (CF) (1) 26,(1) 32,(1) 42,(2) 26,(2) 32,12) 42W TYPE II VOLTAGE CHART DT=Dual-Tap 120/277 (wired 277V) MT=Multi-Tap 120/208/240/277 (wired 277V) TT=Triple-Tap 120/277/347 (wired 347V) Electronic Ballast (CF only) 120-277V (wired 277V) (50/60 HZ) COOPER Lighting Specifications and Dimensions subject to change without notice. ADHo82299 www.cooperlighting.com Lumark • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800 • FAX 770A86.4801 01 /16/2009 1:18:43 PM PHOTOMETRICS (Complete IES files available at www.cooperlighting.com) 4 3 2 1 0 1 2 3 4 0 1 2 3 4 5 MPIP-W-150 150—Watt MP 14,000—Lumen Clear Lamp 0 1 2 3 4 5 0 1 2 3 4 HPIP-W-150 CFIP-W-42-E 150—Watt HP 42—Watt CF 16,000—Lumen Clear Lamp 3,200—Lumen Lamp 4 3 2 1 0 1 2 3 4 5 Footcandle Table Select mounting height and read across for footcandle values of each isofootcandle line. Distance in units of mounting height. Mounting Footcandle Wlues for Height Isofootcandle Lines A B C D E MPIP-W-150 / HPIP-W-150 10, 7.20 2.88 1.44 0.72 0.29 12' 5.00 2.00 1.00 0.50 0.20 14' 3.65 1.46 0.73 0.37 0.07 CFIP-W-42-E 18, 2.46 1.23 0.62 0.25 0.12 20, 2.00 1.00 0.50 0.20 0.10 25' 1.28 0.64 0.32 0.13 0.06 COOO& Lighting Specifications and Dimensions subiect to chanqe without notice. ADH082299 www.cooperlighting.com Lumark • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800 • FAX 770.486.4801 01 /16/2009 1 :18:43 PM DESCRIPTION M C G L A W - E D I V O N® onergy The McGraw -Edison Talon is the most versatile, functionally designed, universally adaptable outdoor luminaire available. The Talon brings outstanding performance to walkways, parking lots, roadways, building areas, and any security lighting application. U.L. listed and CSA certified for wet locations. IP65 Rated. SPECIFICATION FEATURES Construction One-piece heavy -wall, die-cast aluminum construction with integral reveal channels along top surface of housing. Internal cast -in wall separates optical and electrical chambers allowing components to operate cooler. One-piece die-cast aluminum door frame with integral cast -in gasket channel seals optical chamber to an IP65 rating. Stainless steel latches and hinges allow for toolless opening and removal of door frame. Reflector Choice of 14 high efficiency optical systems utilizing horizontal and vertical lamp orientations. Optional high efficiency segmented optical systems constructed of premium 95% reflective anodized aluminum sheet. Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection. All segment faces are clean of rivet heads, tabs or other means of attachment which may cause streaking in the light distribution. DIMENSIONS Standard with mogul -base socket for HPS, MH and 250-40OW MP. Standard with medium -base socket for 20OW MP and below. All optical modules feature quick disconnect wiring plugs and are field rotatable in 90' increments. Electrical Offered standard with ballast and related electrical componentry hard mounted to die-cast housing details for optimal heat transfer and operating efficiency. Optional galvanized steel swing -down power tray with integral handle. Electrical disconnects allow tray to be completely removed from the housing providing ample hand and tool room for attachment of fixture during installation. Mounting Extruded 8" aluminum arm includes internal bolt guides allowing for easy positioning of fixture during installation to pole or wall surface. Standard single carton packaging of housing, square pole arm and round pole adapter for contractor friendly arrival of product on site. Finish Housing and arm finished in a 5 stage premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear. Standard colors include black, bronze, grey, white, dark platinum, and graphite metallic. RAL and custom color matches available. Consult the McGraw -Edison Architectural Colors brochure for the complete selection. LAMP TYPE WATTAGE Pulse Start Metal Halide IMP) 70, 100, 150, 200, 250, 320, 350, 400 High Pressure Sodium (HPS) 70,100, 150, 250, 40OW Metal Halide (MH) 175, 250, 400W 11 7/8" [302mm] 1 3/4" 23 1/4" [590mml 8"— [45mm] [203mm] 161/4" [412mm] DRILLING PATTERNS TYPE "M" WALL MOUNT /16 [59mm] 12" 3/4" [20mm] [305mm] dia. hole 47/8" 2 7/16" [124mm] O [124mm] 10 1/2" 4 7/8" [124mm] [267mm] (2) 5/8" [16mm] 61/2- dia. holes 9/16" [14mm] 165mm] Dia. Hole (4) 8" [203mm] ' FCO C 0 M PLIANT IFell Cutoff In all flat glass configurations. TLM TALON MEDIUM 70 - 40OW Pulse Start Metal Halide High Pressure Sodium Metal Halide ARCHITECTURAL AREA LUMINAIRE ENERGY DATA Hi -Reactance Ballast Input Watts 70W HPS HPF (86 Watts) 70W MP HPF (94 Watts) 10OW HPS HPF 015 Watts) 10OW MP HPF (129 Watts) 15OW HPS HPF (170 Watts) 150W MP HPF 085 Watts) CWA Ballast Input Watts 175W MP HPF 098 Watts) 20OW HPS HPF (240 Watts) 20OW MP HPF (227 Watts) Qe 250W HPS HPF (295 Watts) 250W MP HPF (283 Watts) 320W MP HPF (361 Watts) Q 350W MP HPF (397 Watts) p 40OW HPS HPF (457 Watts) 40OW MP HPF (452 Watts) EPA Effective Projected Area: (Sq. Ft.) Recessed Door w/o Arm: 0.79 Deep Door w/o Arm: 1.02 8" Arm: 0.43 SHIPPING DATA Approximate Net Weight: Recessed Door 47 lbs. (21.79 kgs.) Deep Door 52 Iles. (23.63 kgs.) COOrm Lighting Specifications and Dimensions subiect to change without notice. TLM_TalonM_ADH082577 Consult your representative for additional options and finishes. 12/21/2008 5:14:03 PM www.cooperlighting.com PHOTOMETRICS [Complete IES files available at ww �perlighting.com] 1 TLM TALON MEDIUM 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 4 3 2 1 0 1 2 3 4 0 1 2 3 4 5 0 1 2 3 4 5 0 1 2 3 4 5 0 1 2 3 4 5 TLM-150-MP-3V-FG TLM-150-MP-AS-FG TLM-250-MP-S4FG TLM-400-MP-3S-FG 150-Watt MP 150-Watt MP 250-Watt MP 400-Watt MP 14,000-Lumen Clear Lamp 14,000-Lumen Clear Lamp 22,000-Lumen Clear Lamp 40,000-Lumen Clear Lamp Type III Vertical Area Square Spill Light Eliminator Type III Segmented Flat Glass Flat Glass Flat Glass Flat Glass 3 2 1 0 1 2 3 4 3 2 1 0 1 2 3 4 0 1 2 3 4 5 0 1 2 3 4 5 0 1 2 3 4 TLM-400-MP-3V-SG TLM-400-MP-4V-SG TLM-400-MP-SS-FG 400-Watt MP 400-Watt MP 400-Watt MP 44,000-Lumen Clear Lamp 44,000-Lumen Clear Lamp 40,000-Lumen Clear Lamp Type III Vertical Type IV Automotive Perimeter Type V Segmented Sag Glass Sag Glass Flat Glass ORDERING INFORMATION Sample Number: TLM-400-MP-MT-3F-FG-BK•HS 3 2 1 0 1 2 3 4 5 0 1 2 3 4 5 TLM-400-MP-AR-SG 400-Watt MP 44,000-Lumen Clear Lamp Area Round Sag Glass 4 3 2 1 0 1 2 3 4 Footcandle Table Select mounting height and read across for footcandle values of each isofootcandle line. Distance in units of mounting height. Mounting Footcandle Values for Height Isofootcandle Lines A B C D E 175W [3V/AS] 15' 1.70 0.85 0.34 0.17 -� 20, 1.00 0.50 0.20 0.10 25' 0.64 0.32 0.13 0.06 25OW [SL]/400W [3S] 20' 2.00 1.00 0.50 0.20 0.10 25' 1.28 0.64 0.32 0.13 0.06 30' 0.88 0.44 0.22 0.09 0.04 Footcandle Table Select mounting height and read across for Footcandle values of each isofootcandle line. Distance in units of mounting height. Mounting Footcandle Values for Height Isofootcandle Lines 40OW [3V/4V/5S/AR] 20' 3.00 1.50 0.75 0.30 0.15 25' 200 1.00 0.50 0.20 0.10 30' 1.38 0.69 0.34 0.13 0.06 Product Family 1 TLM=Talon Site Medium Distribution Horizontal Lamp 2F=Type II Formed Color I AP =Grey BZ=BfOnze Options ° F=Single Fuse (120, 277 or 10 347V) Accessories 14 MA7010-XX =Single Tenon Adapter for 31/2" O.D. Tenon MA1011•XX =2@180°Tenon Adapter for 3112"O.D.Tenon Lamp Wattage a 2S =Type II Segmented BK=Black FF=Double Fuse (208, 240 or 10 MA1012-XX =3@120°Tenon Adapter for 3l/2"O.D. Tenon MP 70 =70W 7ISgyy 3F=Type III Formed WH=White 480V) MA1013-XX =4@90° Tenon Adapter for 31/2"O.D. Tenon 100=100W 100=100W 3S=TypelllSegmented =p DPDark L=LamIncluded 10 MAt014XX =2@90°Tenon Adapter 150=150W 150=150W 4F=Type IV Formed Platinum p= Button Type Photocontrol (120, 208, 240 or 277V) MA7015•XX=2@120° Tenon Adapterfor3l/2" O.D. Tenon 175=175W 250=250W 4S=Type IV Segmented GM=Graphite EM=Quartz Restrike w/Delay 11 MA1016-XX=3@90°Tenon Adapter for 31/21,O.D.Tenon a 400=400W SF=Type V Formed Metallic (Also Strikes at Cold Start) MA1017-XX =Sin le Tenon Adapter for 23/8"O.D. Tenon 9 200=200W 4 5S=TypeVSe Segmented 9 Restrike 11 MA1018•XX =2@180°Tenon Adapterfor23/8"O.D.Tenon 250 =250W MH a 175=175W SL=Spill Light Eliminator EM/SC=z g y 11 EM/SC=Quartz Emergency MA1019-XX =3@120° Tenon Adapterfor2 3/8" O.D. Tenon 320 =320W a 250=250W AF=Automotive Front Separate Circuit MA7045-XX =4@90°Tenon Adapter for 23/8"O.D. Tenon 350=350W a 400=400W3 Raw PT=Electrical Power Tray MA1048-XX =2@90° Tenon Adapter for 23/8"O.D. Tenon 400=400W Vertical Lamp 3V=Type III Vertical 7 R=NEMA Twistlock Photocontrol Receptacle MA1049-XX=3@90°Tenon Aciapterfor23/8"O.D.Tenon OA/RA1016 =NEMA Photocontrol (105-285V) Lamp Type 4V =Type IV Automotive 7 HS=Internal House -side Shield 12 OA/RA1027 =NEMA Photocontrol (480V) MP=Pulse Start Metal Halide Perimeter VS=Polycarbonate Vandal Shield OA/RA1201 =NEMA Photocontrol (347V) HPS=High Pressure Sodium AR=Area Round 7 DD=Deep Door OA/RA1013 =Shorting Cap MH=Metal Halide 4 AS=Area Square 7 WM=Wall Mount with 8Inch Arm MA7213-XX =External House -side Shield Kit [EPA= 0.381 Voltage a 120 =120V 208 =208V 240 =240V 277 =277V 347 =347V 480 =480V DT=Dual-Tap e MT=Multi-Tap ° TT=Triple-Tap a COOPE/R Lighting www.coope rlig hting.co m DM=Direct Mount for Round or Lens Type Square Pole FG=Flat Glass DW=Direct Wall Mount SG=Sag Glass MS=External Mast Arm Adapter HL=Hi/Low Dimming to Notes: 1 8" arm and round pole adapter included with fixture. 2 Standard with mogul -base socket for HPS, MH and 250 - 400MR Standard with medium -base socket for 20OW MP and below. 3 Requires reduced envelope lamp. 4 175, 250 and 40OW MH available for non -US markets only. 5 Products also available in non -US voltages and 50Hz for international markets. Consult factory for availability and ordering information. 6 Dual -Tap ballast is 120/277V wired 277V. Mufti -Tap ballast is 120/208/240/277V wired 277V. Triple -Tap ballast is 1201277/347V wired 347V. 7 Vertical lamp optics ship standard with deep door. 250 - 40OW not available with flat glass. 8 Custom and RAL color matching available upon request. Consult Cooper Lighting Representative for further information. 9 Add as suffix. 10 Must specify voltage. 11 Quartz options not available with SL and AF optics. 12 House -side shield not available on 5S, 5F AS, AR, and SL optics. 13 Requires vertical lamp orientation. Provides 24V low voltage leads used in dimming control. 14 Order separately, replace XX with color designation. Specifications and Dimensions subiect to chanqe without notice. TLMTalonM_ADHO82577 McGraw -Edison • Customer First Center ° 1121 Highway 74 South ° Peachtree City, GA 30269 ° TEL 770.486,4800 ° FAX 770.486.4801 1_2/21/2008 5:14:03 PM MOUNTING CONFIGURATIONS Wall Mount Arm Mount Single E.P.A. TLM Recessed Door 1.22 Deep Door 1.45 II I l �IIII Arm Mount 2 @ 180° E.P.A. TLM Recessed Door 2.44 Deep Door 2.90 Arm Mount 2 @ 90° E.P.A. TLM Recessed Door 2.44 Deep Door 2.90 Arm Mount 3 @ 120° E.P.A. TLM Recessed Door 3.23 Deep Door 3.92 Arm Mount 3 @ 90° E.P.A. TLM Recessed Door 3.23 Deep Door 3.92 Arm Mount 4 @ 90° E.P.A. TLM Recessed Door 3.63 Deep Door 4.43 COOPER Lighting Specifications and Dimensions subject to change without notice. TLM_Talon M ADHO82577 www.cooperlighting.com McGraw -Edison • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800 • FAX 770.486A801 12/21/2008 5:14:03 PM DESCRIPTION McG►_AW-EDISON° 40 energy The McGraw -Edison BSL / BRL Bollard Series, available in heights from 24" to 42", has crisp, clean lines which blend with any architectural setting. Constructed of seamless, heavy-duty aluminum and finished with a tough polyester powder coat finish, the McGraw -Edison Louvered Bollard Series is gasketed to seal out external contaminants. U.L. 1598 listed and CSA certified for wet locations. Bollards are designed for walkways, entranceways, drives and other small -area lighting applications where low mounting heights are desirable. SPECIFICATION FEATURES A ... Top Rugged, minimum 5/32" thick cast aluminum top cap secured via a concealed stainless steel alien screw with twist removal mechanism for lamp access. Flow through ventilation assure cool to the touch top. B ... Louvers Cast Aluminum Louver blades provide sharp cutoff delivering no direct light above 90°. Louvers are secured to the shaft via tamper stainless steel rods and fasteners. C ... Lamp Enclosure One piece tempered glass with internal flutes for even disbursement of illumination. Decorative colored glass optional. Globe is fully gasketed via EPDM material. Socket is porcelain, medium -base for HID lamp sources and polycarbonate/PBT GX24q-3/q-4 base for compact fluorescent lamps. D ... Lower Housing Nominal 1/8" thick aluminum extruded housing. Bollard housing is secured to the base with flathead, counter -sunk screws for smooth, uncluttered appearance. 8" (Rd.) A (203mm) 7" (Sq.) (178m3 m) X. 42" (1067mm) 36" (914m m ) 32" (813mm) 28" (711mm) 24" (610mm) E ... Electrical HID High Power Factor ballast for -20°F starting. CFL Electronic ballast for 0°F starting. Product is factory mounted to the base. Quick disconnects provided between lamp and electrical assembly. Metal Halide and High Pressure Sodium lamp sources up to 10OW and up to 42W Compact Fluorescent sources. F ... Finish Premium fade and abrasion resistant, TGIC Polyester Powder Coat Finish. Standard colors are Black, Grey, Bronze, White, Dark Platinum and Graphite Metallic. Other finish colors available including all RAL matches. G ... Base Rugged cast aluminum. Completely concealed. H ... Mounting Base mounts onto foundation with three (3) 112" x 12 1/2" anchor bolts on a 5" Dia. bolt circle (a centrally located 2 7/8" x 3 1/2" wire entrance opening provided). Cool!& Lighting Specifications and Dimensions subject to change without notice. www.cooperlighting.com Consult your representative for additional options and finishes. BSUBRL BOLLARD 26 - 10OW Pulse Start Metal Halide High Pressure Sodium Compact Fluorescent Incandescent PATHWAY LUMINAIRE COMPLIANT CO "In Select Finishes TEMPLATE-1307C74H01 ANCHOR BOLTS (3) - LUA000009Y003 112" x 12 1/2" Size ENERGY DATA Reactor Ballast Input Watts 35W HPS NPF (46 Watts) High Reactance Ballast Input Watts 50W HPS HPF (62 Watts) 50W MP HPF (69 Watts) 70W HPS HPF (86 Watts) 70W MP HPF (94 Watts) 10OW HPS HPF (115 Watts) 100W MP HPF (129 Watts) SHIPPING DATA Approximate Net Weight: 26 lbs. (12 kgs.) o Sifgr Jed 1 �•/ lI FqT BADHO82549 02/20/2009 3:18:12 PM PHOTOMETRICS BSLBRL BOLLARD lox 5x 0 5x lox Footcandle Table Select mounting height and read across for footcandle values of each isofootcandle line. Distance in units of 5x mounting height. Mounting Footcandle Values for Height Isofootcandle Lines A B C D E 0 42" 1.20 0.60 0.30 0.12 0.06 36" 2.00 1.00 0.50 0.20 0.10 32" 2.40 1.20 0.60 0.24 0.12 28" 3.20 1.60 0.80 0.32 0.16 5x 24" 4.40 2.20 1.10 0.44 0.22 10x L-- lox 10x 5x 0 5x 10x 10x 5x 0 5x 10x BSL-36-100-MP BSL-36-100-HPS 100-Watt MP 100-Watt HPS 7,900-Lumen Lamp (Coated ED-17) 8,800-Lumen Lamp (Coated ED-17) lox 5x 0 5x i—..---- _I lox L_- ____J_...-- - I I 110x 5x 10x lox 5x 0 5x lox BRL-36-100-MP BRL-36-100-HPS 100-Watt MP 100-Watt HPS 7,900-Lumen Lamp (Coated ED-17) 8,800-Lumen Lamp (Coated ED-17) ORDERING INFORMATION Sample Number:BSL-36-100-MH-MT-BK II^IF_ Product Family Fixture Height Lamp BSL° Square Bollard with 24- 24" Wattage Stacked Louvers 28, 28" MP and Pyramidal Top 50= 50W70, BRL° Round Bollard with 32; 32" 70W Stacked Louvers 38' 36" and Dome Top 42: 42" 100- 100W HIP's 35- 35Wz 50: 50W 70; 70W 100: 100W QF 26; 26W 32: 32W 42- 42W K 100: 100W NOTE: CONDUIT MUST INSIDE OF OPENING WITH A MAXIMUM OUTER DIMENSION HEIGHT OF 21/4" ROUND SOLLAIRMIA. INCHES ABOVE CONCRETE. OUTER DIMENSION OF ANCHOR BOLT PROJECTION SQUARE BOLLARD. 7" SQUARETO BE 1 W MIN. AND 21/4' MAX. ABOVE CONCRETE. OLO n 0001ER HD UGHIM O , VICKSBURG,MS.,U.S.A. 39180 BOLLARD ANCHOR BOLT TEMPLATE 1307C74H01 6" DIA. BOLT CIRCLE W/ 1/2" DIA. ANCHOR BOLTS Not to Scale Lamp Type Voltage 3 Color a Options 7 MP; Pulse Start Metal 120: 120V AP- Grey F- Single Fuse (120, 277 or 347V) Halide 208:208V 62; Bronze FF° Double Fuse (208, 240 or 480V) HPS° High Pressure Sodium 240; 240V BK; Black L; Lamp Includeds CF; Compact Fluorescent 277- 277V WH: White R1: Provisional cut for GFI Receptacles IC; Incandescent MT: Multi-Ta P4 DP; Dark Platinum R2' Installed GFI Receptacles TT: Triple-Tap4 GM' Graphite Metallic CF/EM; Emergency Battery Packle UNV; Universal s All: Aqua Marine Blue Glass Jar 120-277V HG; Hunter Green Glass Jar OR; Orange Glass Jar RB; Royal Blue Glass Jar RE: Red Glass Jar Notes: 1 Standard with medium -base socket for HID sources. 2 35W HPS available in 120V only. 3 Products also available in non -US voltages and 5OHz for international markets. Consult factory for availability and ordering information. 4 Multi -Tap ballast is 120/208/240/277V wired 277V. Triple -Tap ballast is 120/277/347V wired 347V. 5 Compact Fluorescent only Electronic ballast universal voltage 120-277V. 6 Other finish colors available, including a full line of RAL color matches. Consult your Cooper Lighting Representative. 7 Add as suffix in the order shown. 8 Coated lamp standard. Must specify clear lamp if desired. 8 Location of R1 and R2 option on housing subject to height of luminaire. 10 CF lamps only, rated minimum operating temperature 32° F (Oa Q. COOPER Lighting Specifications and Dimensions subiect to change without notice. www.cooperlighting.com McGraw -Edison • Customer First Center • 1121 Highway 74 South • Peachtree City, GA 30269 • TEL 770.486.4800 • FAX 770.486.4801 BADHO82549 02/20/2009 3:18:12 PM CIVIL E GANCERI Ir A'SoSOCIArIE50, lI IC, 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mail@cea-vt.com February 20, 2009 Ms. Cathyann LaRose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Munson Earth Moving Corporation 1200 Hinesburg Road Office Park PUD SD-08-58 at the Meadowland Business Park Preliminary and Final Plat PUD Application Dear Ms. LaRose: Munson Earth Moving Corporation is seeking to construct an office park with two office buildings for general and medical use at 1200 Hinesburg road on a 6.92 acre parcel to be subdivided from Lot 1 (46.42 acres) at the Meadowland Business Park. This application is seeking to both amend the Meadowland Business Park PUD with the proposed subdivision and to create a PUD allowing office use on the new 6.92 acre parcel. The biggest change from the sketch site plan presented to the Development Review Board is the relocation of the proposed access drive from the north side of the site to the south end. This change necessitated the inclusion of an access drive around the perimeter of the East Building as a means of minimizing conflicts between pedestrians (office visitors) in the main parking lot and vehicle movements to and from the northeast parking lot. Base don the current economic conditions, the applicant is seeking a 5-year period to complete the construction of both buildings. Similar to the stormwater management plan put in place for the development of Lot 1A (CEA Properties), Stormwater runoff from the proposed Lot 1 B will be collected and then directed to a new grass line swale draining in the easterly direction which will intersect the conveyance swale constructed for Lot 1A. This will enable flows from Lot 1 B to be treated within the existing stormwater management facilities in place at the Meadowland Business Park. To assist in your review of the application, we have summarized the Staff sketch plan outline of items to be addressed for the preliminary plat application submittal. Ms. Cathyann LaRose Page 2 of 6 February 18, 2009 1. The South Burlington Water Department should review the plans prior to preliminary plat approval. After preliminary discussions with Jay Nadeau, it was agreed that the water main installation for the site should run down the north side of the project to allow for this line to potentially become owned by the City upon the future completion of the looping to IA__J.....1 .J I"1..'.,.. a 1 �1 11Ar Al.�rl.� - � 'iJ-r.+if;pA +ho r%raforrnA eaU—Jow1aI lU Lll ive withli 1 Lot 1 . IVI . Naucau 1UV11U11UU a 1c Fn c�ci a.0 locations for the hydrants which are represented on the submitted plans. Mr. Nadeau has provided supplemental comments to CEA regarding this system expansion with the primary focus being that the lines will remain private until the future looping is in place and to the character of the backflow prevention device on the building sprinkler system. 2. The applicant shall include a preliminary wastewater capacity allocation with the preliminary plat application. An application request has been submitted and executed by the City. 3. The applicant shall submit grading and erosion control plans as part of preliminary plat application. Sheet C-2.0 depicts the proposed grading and drainage improvements while sheets C-5.0 through C-5.9 depict the EPSC plans, details and supporting narrative. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. We believe that the grading and EPSC plans meet or exceed the SBLDR requirements. 5. The applicant hall submit a new survey plat to show the revised property. Sheets P-1 and P-2 depict the proposed subdivision along with the proposed recreation path easement to the City and the future easement for the water main. 6. The South Burlington Fire Department shall review the plans and provide comment prior to preliminary plat approval. Acknowledged. The new plans provide for improved access around the perimeter of the larger East Building. Ms. Cathyann LaRose Page 3 of 6 February 18, 2009 7. The applicant should meet with the South Burlington Recreation Path Committee to discuss the recreation path easement on the property. Acknowledged. This has been scheduled for the first meeting in March. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All of the proposed utility extensions are depicted as being underground improvements. 9. The applicant shall submit plans showing proposed lighting locations and details (cut -sheets) as part of the preliminary plat application. Sheet SE-4.0 depicts the proposed fixtures and lighting levels. We have attached catalog cuts of the proposed exterior lighting fixtures. It should be noted that the design of the light pole heights fully respects the limitations set forth by the Hinesburg Road North View Protection Zone height limitations. 10. The plans shall be revised to depict adequate screening surrounding the trash and recycling facilities. The proposed screening around the trash and recycling dumpsters will be with a vertical wood stockade type fencing. A detail is included on Sheet C6.3. 11. The applicant shall submit building costs as part of the preliminary plat application. The estimated building costs are outlined below. - West Building 15,000 SF x $95/SF = $1,425,000 East Building 33,600 SF x $95/SF = $3,192,000 Total $4,617,000 12. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR, as part of the preliminary plat application. The landscaping plan depicted on Sheet L-1 and the details are on the Sheet L-2 as prepared by Michael Lawrence. A schedule of the proposed plantings is on Sheet L-1. A copy of the landscaping schedule and value sis attached. 13. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. The schedule of costs is included as an attachment to this letter. Ms. Cathyann LaRose Page 4 of 6 February 20, 2009 14. The plans shall be revised to depict adequate snow storage areas as part of preliminary plat application. The snow storage areas are depicted on the landscaping plan. 15. The landscaping plan shall include any utility cabinets on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. The proposed utility cabinets are depicted on the Landscaping site plan with the requisite screening. 16. The City Engineer shall review the plans prior to preliminary plat approval. Acknowledged. The attached plan package depicts the phased build -out of the site with the smaller West Building located closer to Hinesburg Road and the remaining East Building proposed as a later phase. Access for these two buildings and any future development south of this site will utilize the one proposed curb cut to Hinesburg Road (VT 116). Verbal approval of the curb cut has been received from Tim French at VTrans with final approval pending the review and approval of the technical details associated with the proposed turn lane and road tapers. The attached traffic report prepared by Lamoureux & Dickenson confirms the need for a dedicated left turn lane into the site upon completion of the second (East) Building. 249 parking spaces are proposed for the project as a means of meeting the worst case scenario of 5 spaces per 1,000 SF goal for medical office uses. This requirement is not specifically stipulated in the LDR's and exceeds the 3.5 space/1,000 GSF requirement for office buildings. The parking lot has been designed to be depressed below the view lines from Hinesburg Road. The proposed utilities to service the PUD will all be underground with gas, power, communications, and water all coming off of Hinesburg Road. Wastewater will be collected via a gravity sewer main and will be conveyed to the existing sewer main at Meadowland Drive. The State Stormwater Permit for the Meadowland Business Park does not require on -site peak flow mitigation as all of the flows from this lot drain directly to the detention basin on Lot 1. The plan set depicts the proposed off -site improvements on Lot 1 which will allow for full compliance of this requirement. The Stormwater Ms. Cathyann LaRose Page 5 of 6 February 20, 2009 Permit does limit the impervious areas to no more than 50% coverage of the lot. The future build -out of the site is in compliance with this requirement. Additional Information (Req'd per Article 14.05 D (4)) The anticipated cut and fill for the project is approximately 50,400 CY of cut to be disposed of on portions of Lot 1 B in the form of an earthen berm and on Lot 1 as depicted on the erosion control plans. The amount of granular fill import to the site is estimated at 6,500 CY for both Phases. Total disturbance area is 4.5 acres on site and 5.0 acres off -site. The estimated cost for the site improvements is outlined below Site preparation .. ........ $ 64,400 Roads and parking ........ $ 387,200 Utilities ................. $ 264,300 Off -site improvements ...... $ 54,200 Landscaping- Site Reclamation $ 63,700 Other - EPSC...... $ 25,600 $859,200. Based upon the limited number of issues associated with the project, the applicant is seeking a consolidation of the preliminary and final plat hearings to facilitate project scheduling. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 864-2323 x310. Respectfully, avl . arshall, . Project Engineer \dsm Enclosures: Seven (7) Full Size and Nine 11" x 17" reduced Size Plan sets including: Plans by Civil Engineering Associates, Inc Cover Sheet P1 Overall Plat Plan Feb 23, 2009 C-1.0 Site Location Plan Feb., 2009 C-1.1 Site Improvements Plan Feb., 2009 C-1.2 Existing Condition Plan Feb., 2009 C-1.3 RT 116 Pavement Widening Feb., 2009 C-2.0 Site Grading & Drainage Plan Feb., 2009 Ms. Cathyann La Rose Page 6 of 6 February 20, 2009 cc: C-2.1 C-3.0 C-3.1 SL-4.0 C-5.0 C-5.1 C-5.2-4 C-5.5 C-5.6 C-5.7-8 C-6.0 C-6.1 C-6.2 C-7.0-7.3 View Protection Sections Feb., 2009 Overall Site Utility Plan Feb., 2009 Site Utility Plan 1" = 30' Feb., 2009 Site Lighting Plan Feb., 2009 EPSC Site Plan Feb., 2009 EPSC Fill Site Plan Feb., 2009 EPSC Phasing Plans Feb., 2009 EPSC Narrative Feb., 2009 EPSC Specifications Feb., 2009 EPSC Details Feb., 2009 Water Details & Profiles Feb., 2009 Sewer & Storm Details Feb., 2009 Road & Misc. Details Feb., 2009 Specifications Feb., 2009 Plans by Michael Lawrence & Associates L-1 Site Landscaping Plan & Details Feb., 2009 Building Elevation Plans by Greg Rabideau Architects A-2 & A-4 Conceptual Building Elevations Preliminary Plat Applic. (w/ fee for 2 lots x 150/lot + $500 + $10 filing = $810) Final Plat Application (w/ fee $500 + $10 filing = $510) 10% Parking Island Green Space Calculation Lot Coverage Calculations Article 12.02 Wetland Buffer Narrative Abutter Envelopes Landscaping Cost Estimate Traffic Study Lighting Cover Letter & Cut Sheets CEA File 08189.00 (11x17 plans); R. Munson (11x17 Plans), J. Jaeger (full size plans) (all Wend) P: AutoCADD Projects\2008\08189\Permitting\Local\Prelim-Final\LaRosePrelim1200.wpd It 1 11 '1 I 1 ' 11 1 I 1 1 I } I dGO ' ^n 21 220�- l 1 T 1 / 'Ir.00 \ I / / / / a / 1 , 1 \ \ a \ �PROPOSEDL�T o /6.92 AC. I 0 I I / .y11'lu 1 1 1 !r ORE I O Na 0 ?YI LL C00 O "c") L.. 7/ / I I / Vt /` 116 (SCR%-Aer ------- 11/IUNSON 10 CbRF SITE ENGINEER-0� CM1ffiMINEENI® ` MSOCIAAE INNG ACL DSM DSM OIINER: MUNSON EARTH MOVIN(;.3-" CORPORATION VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT PROISGT: MEADOWLAND BUSINESS PARK LOT 1 HINESBURG ROAD SITE VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP LOT1 B'- HINESBURG RD Lot Coverage Computation FEB., 2009 GRAPRIC SCALY, =30- C-1.1 vN Ee, - I I 08189 I I I I 1 II t II 1 I I I E 8 .K OWLEY 1I CEA PR P TI LC I _220._ _------- �/' / _ 237.00 • t6 6 (---_ __- 30.8 SFSF o�' 0 0 p I CD 1 s- 0 O I LEJ 0 1 I�PRO OSED LO 6. 3 AC. 0 0 � i i 20 1 � ♦ .P 3 2 23 23 � 11 ��. 2 54 I ff -7083 SF /'11 2 238 SF 2 A �. SF 158 F 0` /�✓ O t/ MUNSON 'EARTH MOVING r 359.39' ErtE ENGINEER: CPlll FFIGIMEEYIIG AEETKIAI[E. INC, I r.¢=uraii ...o-....»«.a. ACL DSM i DSM N MUNSON / EARTH MOVING CORPORATION VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT PROJECT: MEADOWLAND BUSINESS PARK LOT 1 HINESBURG ROAD SITE VF. RTE. 116 MEADOWLAND DRNE SOUTH BURLINGTON VERMONT LOCATION MAP P EooP mom LOT16 HINESBURG RD Parking Lot CORP. Green Space ��� \a . . . . �. : / ✓' GRAPHIC SCALE FEB., 2009^/a 08189 1200 Hinesburg Road Office Park Lot & Building Coverage Summary 2/17/2009 Lot Coverage Components Perimeter 154196 West Bldg - SE Island -331 Main Lot - West Island -1038 -1740 Main Lot - East Island -1737 -1042 North Lot - Mid Lot Islands -258 -258 East Bldg - NW Corner -356 East Bldg - NE Corner -174 West Bldg - Green Space -1958 East Bldg - NW Green -2053 East Bldg Remaining Green -7085 Subtotal 136166 SF Adjustments Walkway 5' x 260' 1300 Total Lot Coverage 137466 SF Total Lot Coverage 45.60% Building West Building 15000 East Building 16800 31800 10.55% Total Lot Acreage 6.92 Total Lot Area (SF 301435.2 Front Yard Coverage South Entry Frontage Length 50' Front Yard Area 1250 SF • 1250 5.36% 507 LF 25350 SF 1200 Hinesburg Road Office Park Parking Lot Green Space Calculations North Parking Lot 100,141 Total Pavement Area (SF) 10,014 Required Green Space Area (SF) Area Description 2,308 Southwest Island 331 West Bldg - SE Island 348 West Bldg - NE Island 1,038 Main Lot - West Island 1,740 1,737 Main Lot - East Island 1,042 158 South Lot Islands 158 238 223 158 193 North End - Middle 389 North End - NE 258 North Lot - Mid Lot Islands 258 389 North End Lot - NE 356 East Bldg - NW Corner 174 East Bldg - NE Corner 11,496 Total Green Space Island Area Provided (SF) Parking Lot Tree Screening 250 Number of Parking Spaces 5 Number of Spaces per Tree 50 Required Number of Trees Number of Perimeter Trees Provided CAVILE, Irll IEEMI IG A�S�JCIr�M�0. lI IC4 10 Mansfield View Lane South Burlington, VT 05403 MEMORANDUM To: Cathy LaRose From: Dave Marshall Date: February 12, 2009 Re: 1200 Hinesburg Road Office Park Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com I have reviewed the original wetland delineation report and documents prepared for the State Wetland CUD and US Corps of Engineers permitting of the Meadowland Business Park as the information relates to the proposed creation of a 7 acre Planned Unit Development for an office park located at 1200 Hinesburg Road The area is an old field, abandoned to agriculture about 30 years ago, and the vegetation consists primarily of a dense growth of reed -canary grass, herbs, and a few low shrubs. The wetlands in this area of the property are contiguous to a small drainage way that ultimately drains into the head works of Potash Brook. These Class III wetlands are depicted on the existing condition site plan (Sheet CIA). These wetlands originally delineated by Peter Spear and reviewed by both the State and the US Army Corps, are emergent wetlands adjacent to the stream within one finger extending westerly from the stream toward VT 116 (Hinesburg Road). These wetlands were found to be significant primarily for the function of protection of surface and ground water, either through trapping of sediments or uptake of nutrients — these functions being due to the dense vegetation within the wetlands. At present, there is some input of sediments or nutrients from the development of Butler Farms and runoff from VT 116. Chemical alteration of toxicants is one function of the wetlands immediately adjacent to the stream. The wetlands also play a role in erosion control by binding the soil adjacent to the surface water conveyance areas. Because some of these wetlands are immediately adjacent to the small stream, or are located within conveyance areas, they also play a role in stormwater storage. They were not found to be significant for the functions of fisheries, wildlife habitat, hydrophytic vegetation, threatened or endangered species, education or research, recreation or economic benefits. They are visible from a public way, but do not stand out as distinct elements in the landscape and therefore are not significant for aesthetics and open space. The proposed project will not encroach directly into these wetlands, but elements of the project will be within the 50' buffer zones around them. Under Article 12.02 Section 3 of the South Burlington Land Development Regulations, three criteria are to be considered in deciding whether to grant approval for these encroachments. A discussion of each of the criterion is outlined herein. 13— 1 Oft (a) The encroachment(s) will not adversely affect the ability of the property to carry or store flood waters adequately The project will not adversely affect this function. The area is not in a flood zone and the proposed encroachment will not inhibit the carrying capacity of the existing small stream. The proposed areas of encroachment are on sloped portions of the land form which are not used for storage of large storm events. Therefore, storage capacity will not be decreased in any way. Drainage from the project site will be collected within the proposed stormwater infrastructure and directed to the existing stormwater management facilities consistent with the originally permitted intent for the Meadowland Business Park. (b) The encroachment(s) will not adversely affect the ability of the proposed stormwater treatment system to reduce sedimentation according to state standards. As noted above, the project's stormwater treatment plan is designed to meet the design intent of the original stormwater permit for the Meadowland Business Park. The scalloped grading approach for the project will reduce some of the overland flows into the small stream which may actually improve the existing stream and wetlands treatment abilities by reducing the peak flows to this conveyance. (c) The impact of the encroachment(s) on the specific wetland functions and values identified in the field delineation and wetland report is minimized and/or offset by appropriate landscaping, stormwater treatment, stream buffering, and/or other mitigation measures. The proposed grading plan creates a physical separation of the proposed land use from the wetlands and stream. As such, the functions and values associated with this waterway will be suitably protected from the potential impacts of the proposed land use. Specifically, stormwater runoff, snow storage melt -off, lawn maintenance and related human activities will not likely be introduced into the wetlands based upon the physical characteristics of the proposed site. Unlike some scenarios where there would be no physical differentiation between the buffer and the remaining land use, this project created a significant physical separation that is not easily altered. It is also important to note that a number of street trees are planned in the 50' buffer zones as well; these will be beneficial to wetland functioning. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: March 11, 2009 \drb\sub\munson\HinesburgRdOfficePark_prelim_final Application received: February 23, 2009 1200 HINESBURG ROAD PRELIMINARY PLAT APPLICATION #SD-09-12 FINAL PLAT APPLICATION #SD-09-13 Agenda # 9 Meeting Date: March 17, 2009 Applicant Owner Munson Earthmoving Corporation Munson Earthmoving Corporation 85 Shunpike Road 85 Shunpike Road Williston, Vermont 05495 Williston, Vermont 05495 Engineer/Contact Property Information Dave Marshall Tax Parcel ID 1155-0284 Lot 1 46.44 Acres Civil Engineering Associates Hinesburg Road North View Protection overlay 10 Mansfield View Lane District South Burlington, VT 05403 Airport Approach Cone Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING wrb\sub\Munson\Hinesbur RdOffice relim final Munson Earth Moving Corp, hereinafter referred to as the applicant, is seeking preliminary and final plat approval for a planned unit development to: 1) subdivide a 46.42 acre parcel into two (2) lots of 6.92 acres and 39.50 acres and 2) develop the 6.92 acre parcel with two general and medical office buildings comprised of one single story 15,000 sq. ft. building and one (1) two story 33,600 sq. ft. building, 1200 Hinesburg Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on February 23, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional RPniuramnnfc JO Zoning District Required v ' Proposed (at full build - out on Lot 1 B) Min. Lot Size 3 acres 6.43 acres Max. Densit n/a n/a Max. Buildin Covera e 30% 10.43% Max. Overall Covera e 50% 45.08% Min. Front Setback 50 ft. 140 ft. Min. Side Setback 35 ft. 41 ft. Min. Rear Setback 50 ft. 73 ft. Max. BuildingHei ht** 35 ft. 25 ft Front Yard Coverage 30% 5.4% zoning compliance n/a no residential units proposed ** the buildings lie within a scenic view protection zone; as such the height limitations are subject to that district. See comments below on this matter. The subject property is part of a previous subdivision which contains a requirement that a 200 foot open space buffer be maintained along the boundary with the residential district. This buffer is being respected with the closest building proposed at over 500 feet from the district boundary. This line is also shown on the plans. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\HinesburgRdOffice prelim final According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The entire Meadowland Business Park has been preliminarily approved for water allocation. The South Burlington Water Department has reviewed the plans and provided comments in a letter dated February 26, 2009 (attached). Most of the comments are standard specifications made by the department and no changes to the plans are necessary. The applicant shall adhere to these comments. 1. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated February 26, 2009. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gpd sewer allocation which is still in effect. To date there is 41,519 gpd available. The applicant has applied for and received preliminary wastewater approval given this allocation. 2. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit 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. The applicant has submitted sufficient grading and erosion control plans. Furthermore, with 4.5 acres of area to be disturbed during construction, and over 130,000 sf of new impervious surface, the proposed development will be subject to both the State of Vermont Construction General permit and the Operational Stormwater permit. 3. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via one 24' drive off of Hinesburg Road. This complies with the minimum requirement for an entry drive. This entry drive has been located south of the proposed buildings such that it may also serve as a shared access for future development on the southern portion of this parcel. The applicant has completed a traffic report for the proposed development (attached, completed by Lamoureux & Dickenson). The report confirms the need for a dedicated left turn lane into the site upon completion of the second (East) building. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\HinesburgRdOffice prelim final Verbal approval of this proposed curb cut has been issued by VTrans with final approval pending the review of the technical details associated with the proposed turn lane. According to the ITE Trip Generation Manual, 7th Edition and using the fitted curve, the proposed medical/dental office use (land Use Code 720) is estimated to generate 54 (the one story building) and 114.9 (two story building) for a total of 168.9 PM peak hour tip ends. 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. The subject property is surrounded by a narrow band of wetlands along a small stream corridor (unnamed tributary of Potash Brook) that drains through the project site from southwest to northeast. The project grading respects the wetlands associated with the stream corridor; there is some encroachment of grading into the buffer, as well as a small portion of pavement, where the access drive circulates around the two story building. This is minimal. Furthermore, the site has been designed so that the new development areas are below the existing grade. 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. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space l0 District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The 10 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. 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. There are significant portions of open space running along the western portions of the property, so staff feels this requirement is met. 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 South Burlington Fire Chief has reviewed the plans and provided comments in a letter dated March 12, 2009 (attached). He has recommended that the applicant increase the width of the access drive around the building from 18 feet to 20 feet (comment number 12). He has also stated that the trees and fences shall not be placed in any manner that may interfere with the deployment of hoses (comment number 10). Staff has reviewed the landscaping plan and does not believe any changes are necessary with respect to this criterion. No changes to the landscaping plan shall be CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sublMunson\Hinesbur RdOffice prelim final made with respect to this comment. Staff also finds that the turning radii and other road widths are acceptable. 4. The applicant shall adhere to the comments of the South Burlington Fire Chief per the letter dated March 12, 2009. If so directed by the Board, the applicant shall increase the width of the access drive around the 2-story building to 20 feet. No changes are necessary to the landscaping plan per comment number 10. 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. The water main has been designed to allow it to be extended as additional development is permitted on the remaining sections of Lot 1 in support of the interconnection goals set forth by the Water Department. Stormwater and sanitary sewer connections will be tied into the existing Meadowland Business Park infrastructure which was designed to handle the post -development flows from all of Lot 1. The subject property (Lot 1) contains a 20' wide recreation path easement which runs through the southern landscaped berms in the east -west direction. The Recreation Path Committee has also stated that they request an easement in the north -south direction parallel to Hinesburg Road similar to the easement which exists on two properties to the north: 10 Mansfield View Lane (CEA) and 1100 Hinesburg Road (VT Eye Laser). The applicant has shown this on the survey plat but not the site plans. The site plans shall be revised to show a 20 foot wide recreation path easement along the length of the property's boundary with Hinesburg Road. 5. The site plan shall be revised to show a 20 foot wide recreation path easement along the length of the property's boundary with Hinesburg Road. The applicant is also showing a pedestrian path along the northern property line which connects Hinesburg Road and the parking areas. Furthermore, the Recreation Path Committee submitted comments to staff in a memo dated March 3, 2009 (attached) which outlines their wishes. 6. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. The City Engineer has reviewed the plans and provided comments in a memo dated March 12, 2009 (attached). Item number 2 refers to a sewer line which connects to the subject parcel from Meadowland Drive. It is a private sewer line and the Director of Public Works has stated that it is to remain private. The applicant may strike item number 2 of these comments. No gravel drive shall be required. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\HinesburgRdOffice prelim final 7. The applicant shall adhere to the comments of the City Engineer per the memo dated March 12, 2009, with the exception of item number 2. The applicant has already addressed item number 5. A lighting point by point plan for the proposed project has been submitted for this proposal and meets the requirements in Appendices A.9 and A.10 of the Land Development Regulations. In addition, the applicant has submitted exterior lighting details (cut -sheets) for the proposed lighting on the subject parcel. The proposed lighting fixtures are in compliance with Appendix D of the Land Development Regulations. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations, any PUD shall require site plan approval. Section 14.06 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 plans for the proposed development include a 20 foot wide recreation path along Hinesburg Road, a path connecting Hinesburg Road and the parking areas, and mid -island pedestrian connections through the parking areas. Walkways are present on the two sides of each building where parking is present. The plans adequately address this criterion. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, and based on a possible 48,600 square feet of medical office, the two buildings will require 243 spaces. The plans depict 249 parking spaces. According to Table 13-7 of the Land Development Regulations, a property with 201-300 parking spaces requires seven (7) handicapped -accessible parking spaces. The plans currently depict twelve (12) handicapped -accessible spaces. When the two buildings are analyzed separately, the west building (76 to 100 spaces) requires 4 spaces (4 are provided) and the east building (151 to 200 spaces) requires six (6) spaces (8 are provided). The dimensions of the proposed parking areas meet the requirements in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. Two bicycle racks have been depicted on the plans; is located at each building. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\HinesburgRdOffice prelim final Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located on the rear of the west building. A small amount of parking is on the south side of this building, but still not within the front yard. The grading of the site places the parking below the existing grade thereby providing suitable screening of the vehicles when viewed from Hinesburg Road. This criterion is being met. 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 applicant has submitted sketch elevations of the building. The bottom floor of the buildings have been set down below existing grade as a means of lowering the profile of the buildings. The closest commercial buildings to the project site are comprised of two story structures. This project proposes one single story and one two story building. The heights of the buildings are well within the limits of the district. The proposed project is located in a business park in an area where both office and industrial uses exists, so staff feels the scale of the proposed buildings are compatible with existing buildings in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall 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 applicant has submitted sketch elevations of the proposed buildings. Staff finds that they are visually appealing and very much harmonious with adjacent buildings in the district. Landscaping plans and final grading plans have assisted in the determination of compliance with this requirement. 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. Staff has already addressed this criterion in other sections of this report. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\Hinesbur RdOffice relim final Provisions for the extension of utilities has been integrated into the plan. The applicant is proposing future access for the undeveloped portions of Lot 1 via the shared entry drive for this proposal. The applicant and staff agree that it is preferable to have the remaining portions of Lot 1 which are closer to Meadowland Drive utilize that roadway for access to the (eventual) controlled access at Route 116 rather than overburden this projects driveway or provide an uncontrolled access between Meadowland Drive and Hinesburg Road. 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. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall 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 plans do show dumpsters. Any waste facilities proposed on site shall be shown and shown to be adequately screened. The applicant is proposing stockade fencing to surround the facilities. Landscaping and Screening Requirements Based on building cost projections of $4,617,000, the minimum landscaping budget is $49,116. The applicant has submitted a proposed landscaping budget of $53,670 which meets this criterion. The City Arborist has reviewed the proposed landscaping plans and provided comments in a memo dated March 6, 2009 (attached). This plan was particularly challenging given the height restrictions of the view protection overlay. The applicant worked with the arborist to achieve this. The arborist made a few minor notes for change. 8. The landscaping plan shall be revised to adhere to the comments of the City Arborist per the memo dated March 6, 2009. Specifically, the species of crabapple shall be changed to a narrower species. The applicant is proposing to build the development in two phases. 9. The landscaping schedule and budget shall be revised to separate the landscaping and costs for each phase of the project. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans depict snow storage areas. Pursuant to Section 13.06(C)(1) of the SBLDR, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. The plans depict proper screening of the proposed utility cabinets on the site. View Protection Zone CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\Hinesbur RdOffice relim final The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protection Overlay District Map. The applicant has submitted elevations as part of this application which depicts the proposed buildings against the limits of the view protection zone. The elevations clearly demonstrate that the buildings are within the limits of the view protection zone. Other The applicant is proposing to phase the building over 5 years. Staff has no concerns regarding this request. A condition to this effect will appear in the Decision. Staff recommends that the Development Review Board approve Preliminary Plat Application #SD- 09-12 and Final Plat Application #SD-09-13 subject to the conditional items°,hwein. Respectfully submitted, Ca hyann Rose, Associate Planner Copy to: David Marshall, Civil Engineering Associates 11 PLANNING & ZONING MEMORANDUM To: South Burlington City Development Review Board Fr: Bill Szymanski, City Engineer Date: March 12, 2009 Re: Comments — 1200 Hinesburg Road Office Park 1. Sewer manholes must be accessible for mobile cleaning equipment. M.H. No. 1 should be placed in paved driveway with stub extending beyond pavement. 2. There should be an 8 foot wide gravel drive from Meadowland Drive to M.H. No. 5 to access that manhole. 3. Work within Hinesburg Road will require a State permit. 4. Engineer shall prepare as built plans, not contractor or builder. 5. Pedestrian foot path to the property to the north should be considered. 575 Dorset Street South Burlington, VT 05403 tel 802,846.4106 fax 802.846.4101 www,sburl.com r /� ON f southburlington PUBLIC WORKS Meadowland Business Pk Lot 1 Munson Earth Moving Corp Michael Lawrence & Assoc LA 3/06/09 The landscaping plan looks good overall given the height restrictions due to scenic view protection zone. I do have a few recommendations : • I recommend installing continuous tree planting pits using the planting mix specified in the tree planting detail in the parking lot islands to provide the trees a suitable rooting medium. The use of structural soil in the parking lot around the planting islands could also be considered to expand the rooting area • I'd also recommend using a narrow variety of crabapple in the narrow parking lot islands. Both `Donald Wyman' and `Prairie Fire' can reach a crown width of 20-25 feet which will greatly increase the need for pruning to maintain clearance over the parking lot 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com slool south RECREATION & PARKS TO: Cathy Larose FROM: Recreation Path Committee RE: Meadowlands Business Park DATE: March 3, 2009 Dave Marshall presented plans to the Recreation Path Committee last night regarding the development located at 1200 Hinesburg Road Office Park. The following recommendations are being forwarded to you from the committee regarding this project. The committee would like to accept the offered 20' easement along Hinesburg Rd., as well as a pedestrian connection from Rte. 116 Hinesburg Rd. along the northern edge of the property adjacent to the Rowley and CEA Property lines and extending to the lower northeast end of the parking lot within the development. The committee would like to see a plan for safe and adequate pedestrian access between each of the proposed buildings . The committee also favors the future opportunity to connect a paved path from the east side of the development to Meadowland Drive. The easement along the southern boundary of the Meadowlands development should be preserved as an option for the eventual connection to the Town of Williston. In addition, using the construction of a path along Kimball Ave. at Technology Park as an example, the committee recommends the following condition. The construction of the entire path along Hinesburg Rd. would be placed as a condition on the next approved project adjacent to (west of) this current development. South , urlington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief March 12, 2009 Ms. Cathy LaRose City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: 1200 Hinesburg Road Office Park Lot 1B Dear Cathy: I have reviewed the plans for the proposed development and construction of the Meadowland Business Park at 1200 Hinesburg Road. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers as required by Vermont Division of Fire Safety. 3. Full code compliant (NFPA 72) Fire Alarm System. 4. Fire Alarm System panels and enunciator location to be specified by SBFD. 5. Fire Department Sprinkler Connection locations to be specified by SBFD. 6. Provide an emergency key box(s) for the building, number and location to be specified by SBFD. 7. Elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. 8. Fire Hydrants as indicated on plan dated February 2009. Location of fire hydrants to be determined by the South Burlington Water Department. 9. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Page — 2 10. Trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of hose lines, portable ladders and other equipment. 11. Turning radii and road widths within this property should be sized to allow for parking, set-up and operation fire apparatus. 1.2. On the East Side of the two story building widen the "employee parking access road to 20 feet to allow set up of aerial ladder truck. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the developer and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. ^erely^, / Douglas S. Brent } } February 26, 2009 Mr. David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 RE: 1200 Hinesburg Road Office Park Dear Dave: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Champlain Water District Specifications and Details for the Installation of Water lines and Appurtenances, henceforth the "CWD Specification." 2. The CWD Specifications are applicable to all new construction and reconstruction of water infrastructure. Variations from the CWD Specifications will not be permitted except as provided within the CWD Specifications. The appropriate CWD Supervisor as defined in the CWD Specifications shall determine the acceptability of any deviation from the those specifications. Private water lines and appurtenances shall be designed to the same standards as public water lines and appurtenances. All water installation work and water distribution material must comply with the "CWD Specifications". Details for this project must be the same as those within the above referenced CWD Specifications. 3. The project shall be constructed, completed, maintained, and operated in accordance with the approved plans. No changes shall be made in the project without the written approval of the appropriate CWD supervisor. A copy of the final approved plans shall be submitted to the Department prior to construction of the water system improvements. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on the installation and proper setting of backflow prevention devices. 5. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April I without prior approval of the Superintendent. The appropriate CWD Supervisor may restrict work before November 15 and after April 1 during adverse weather conditions. 6. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new mains shall be six feet (6') to the top of the pipe. DI water pipe shall be Class 52, cement lined. Soil corrosiveness testing is required for this DI water main installation or the pipe shall be poly wrapped. 7. Stainless Steel Tapping sleeves shall be used on Asbestos Cement (AC), Cast Iron (CI), Ductile Iron (DI) and PVC C900 distribution mains. Sleeves shall be Powerseal Model 3490MJ Stainless Steel tap sleeve with mechanical joint outlet, or approved equal. 8. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 9. Looping of all water lines shall be a design requirement. All looping connections shall be at a point so as to eliminate any dead ends on any water main. It is understood and agreed that the water line for this project will be designed to connect to the Meadowland Business Park at a later date and with further build out in that development. At that time the City will obtain the 20' (not 10' as identified as E-15 on sheet P-1) easement for a water line between Hinesburg Road and the Meadowland Business Park after review and approval by the City and appropriate departments. 10. All gate valves shall be made from a corrosion resistant material, and all valve bolts, studs and nuts shall be made from corrosion resistant materials. 11. Fire hydrant assemblies shall consist of an anchor tee or a Swivel Joint Hydrant Tee, a six-inch RW gate valve, the appropriate length of 6" DI pipe secured to the gate valve with the appropriate retaining glands, the fire hydrant, and appropriate thrust block. All hydrants shall meet the aforementioned CWD Specifications, and an approved hydrant flag shall be supplied with each hydrant at the time of installation. Hydrant drains shall be plugged prior to installation. Note: Waterous fire hydrants must be installed with a "Boston Operating Nut." 12. The South Burlington Water Department ordinance states that "All water lines and appurtenances not located in the City right-of-way or public grounds shall be considered private pursuant to the ordinance and others of the City," and; 13. "The Department shall not maintain any water lines that have not formally been accepted by the City, except in subdivisions that are designed to Department specifications and are intended to be accepted," and; 14. "All water lines and appurtenances located within an area so designated as restricted or private by the developer shall be considered private." 15. Historically, the South Burlington Water Department has practiced overseeing the repair and routine maintenance of all water mains and appurtenances off from those mains not located in the ROW or deeded over to the City after formal approval. 16. Gate valves and curb stops outside of the City ROW must have a Warranty Deed filed for the South Burlington Water Department to gain access for operation in emergencies and for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 17. No parallel underground utility shall be designed or installed within four feet (4') of the water main from either side, or above the water main from the bottom of the main to finish grade. The exceptions of storm sewer and sanitary sewer are only as allowed by the CWD Specifications and the VT Water Supply Rule. No building or structure shall be built above the water line or within the water line easement. Generally storm sewer and sanitary sewer will be designed to be installed with a five-foot (5') separation unless provisions have been included to allow for proper support of either the storm water or sewer structures or water lines in the event of a needed excavation of the water main. No utility shall be placed within five feet of any gate valve or ten feet of any fire hydrant. Generally, trees and shrubs shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 18. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 19. The SBWD shall be notified in advance to inspect all mechanical joint fittings, main line taps, appurtenances, thrust blocks, water line crossings, and testing prior to occurrence or backfilling. 20. Upon completion of the construction project, "Record Drawings" shall be supplied to the appropriate CWD supervisor in the form of one (1) hard copy and one (1) electronic copy in Auto -CAD Version 2003 Format (.DWG) or newer. All Record Drawings are to include valve ties, and manufacturer make and casting date for all gate valves. Location ties for all curb stops, and water shut offs (WSO's) shall also be provided on the Record Drawings. 21. The contractor is responsible for repairing, replacing or retesting promptly as directed by the CWD supervisor and without further charges to the water system owner, all work, equipment, materials or parts, which may fail during the warranty period. 22. Further review changes may be required as this project proceeds through the permit process. Future plans must include details and specifications as required in above. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Plan Reviews: 1200 1lincsburg Rd 2-09 February 26, 2009 Mr. David Marshall Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 RE: 1200 Hinesburg Road Office Park Dear Dave: I am writing to confirm, on behalf of the City of South Burlington, that the City of South Burlington will assume operational control at the time of service to the water main(s) and related water infrastructure improvements shown on a plan entitled "1200 Hinesburg Road Office Park, Lot 1 B, Meadowland Business Park", dated February 2009, prepared by Civil Engineering Associates, Inc. If the water main and improvements are constructed in segments, the City will assume operational control of any segment at the time it is placed in service. The City will accept ownership of those water lines and improvements identified through the plan review process in accordance with the City of South Burlington Water Ordinance and water specifications, upon completion of construction of all project improvements, correction of any and all water related defects by developer/permittee and expiration of required warranty periods. Sincerely, Jay Nadeau, Superintendent Meadowland Business Park Resource Summary February 19, 2009 (VTE) (VTE) (VTE) Act 250 (GPD) (GPD) Project Traffic Project Traffic Total Daily (Spaces) Project Lot # Acres Permit Water Sewer AM Peak Hour PM Peak Hour Project Traffic Parking Master Plan Approval 105.95 4C1005 48,468 51,272 830 673 6,773 1,819 CBA Office Building 4 3.13 4C1005-2 2,250 1,800 102 102 400 123 The Rock Church 11 3.12 4C1005-4 1,301 1,092 15 15 70 125 O'Brien Comm. Condo 2 8 4C1005-5 945 945 53 55 389 90 Super -Temp 6 3.29 4C1005-6 675 600 20 20 105 30 Logic Supply 10 3.22 4C1005-7 1,148 1,020 23 23 116 100 CEA Office P. U. D. 1 A 3.06 4C 1005-8 1,013 1,128 42 41 299 80 Birchwood Office Bldg 8&9 7.78 4C1005-9 1,256 1,116 65 41 293 105 Hinesburg Rd Office Bldg. 1 B 6.92 4C1005-10* 2,309 2,052 112 150 1772 249 Remaining Capacity 6.8 67.43 37,572 41,519 398 226 3,329 917 % Capacity Used 52% 36% 22% 19% 52% 66% 51 % 50% '-I• e• 1200 Hinesburg Road Project Traffic Summary Use: Medical Office GSF: 48,600 to be built in phases (Phase 1 15,000 SF, Phase II 33,600 SF) (ITE Land Use Code 720 — Medical Dental Office) AADT: 1756 VTE AM Peak Hour: 121 VTE (79% Entering, 21 % exiting) PM Peak Hour: 181 VTE (27% Entering, 73% exiting) Distribution: (as derived from previous studies of Meadowland Drive Intersection) AM Enter 74% Left Turn from North, 26% Right Turn from South PM Egress 76% Right Turn to North, 24% Left Turn tiYAl 17 ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On March 6, 2009, Munson Earth Moving Corporation, filed application 44C1005-10 for a project generally described as: the subdivision of Lot #1 into two lots with construction of a 15,000 sf single story office building and associated infrastructure on Lot #1B. This is Phase I of a two phase plan and partial findings are being sought for Phase II. The project is located on Hinesburg Road in the City of South Burlington, Vermont. The District 4 Environmental Commission will review this application under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed permit are available for review at the South Burlington Municipal Office, Chittenden County Regional Planning Commission located at 30 Kimball Avenue, South Burlington, and the office listed below. The application and proposed permit may also be viewed on the Natural Resources Board's web site (www.nrb.state.vt.us/lup) by clicking on "Act 250 Database," selecting "Entire Database," and entering the case number above. No hearing will be held unless, on or before April 7,2009, a party notifies the District Commission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or suberiteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must include a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Findings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by April 7,2009. Parties entitled to participate are the Municipality, the Municipal Planning Commission, the Regional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Vermont, this / day of March 2009. By Peter E. Keibel "Natural Resources Board District #4 Coordinator 111 West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@state.vt.us W:\Act250\DIST4\PROJECTS\4C1001-4C1250\4C1005\4C1005-10\4C1005-10 NOT.wpd No Text March 13, 2009 David Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: March 17, 2009 Hearing — 1200 Hinesburg Road Dear Mr. Marshall: 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, March 17, 2009 at 7:30 p.m. If you have any questions, please give us a call. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburi.com March 23, 2009 Dave Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: 1200 Hinesburg Road Dear Mr. Marshall: FILE COPY 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 March 17, 2009 (effective 3/19/09). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records (in mylar format) within 180 days (must be submitted to Ray Belair for recording along with an $11 recording fee per molar by September 15, 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, ✓iian ana Beagley Planning & Zoning Assistant Encl. 156 CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6W 4031 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www,sburi.com south PLANNING & ZONING March 20, 2009 Jim Rowley 1160 Hinesburg Road South Burlington, VT 05403 Re: 1200 Hinesburg Road Dear Mr. Rowley: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Jana Beagley Planning & Zoning Assistant Enc. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846,4101 www.sburl.com CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to eve ry prson r body having been heard by the DRB. 24 V.S.A. § 4461(b)() eUponrecce receipt of notice of anearingd appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME ' MIAILI G ADDRESS PROJECT OF INTEREST 5 i r31�� Cc i- Ca -- �«A 1(,6 fat Te wo c, awuJ�/✓ 51�,rd zU U 900 '76-A CY-�42)-,ice . U��Cto U, C-I'r w -i_' � � 1 C CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five woRO'A ing days. 24 V.S.A. § 4471(c). H AR/NG DATE: R �W` , NAME AILING ADDRESS PROJECT OF INTFRFST - ��Yisen tv V .r cog4 On �0--D7 - 01 6 U/ go 5'. �. 1® An -->-F-I C=Lu;, v (� C4-�o f\j M Lj ^3 so c i "j4=Gte'z- 1-10 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to ever y person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). H ARING DATE: NAM R M 1...� ---- MUNSON OFFICE PROJECT March 17, 09 South Burlington, VT Prelim. Planting Cost Estimate Michael Lawrence Assoc. Landscape Architects Essex Junction, VT BUDGET REQUIRED BY SOUTH BURLINGTON $53,670 EXISTING PLANTS TO BE RETAINED Picea glauca (Norway Spruce) 20-30' $625 12 $7,500 (priced as nursery grown 8-10 ft. trees) PLANT MATERIAL KEY AMARA PLANT Amelanchier arborea 'Autumn Brilliance' SIZE 10 gal. UNIT COST $275 QUAN SUB -TOTAL AMECA Amelanchier canadensis 6-7 ft. $350 6 8 $1,650 $2,800 AROME Aronia melanocarpa 3 gal. $45 12 $540 COALS Cornus alba 'Siberica' 3 gal. $45 10 $450 CORAL Cornus alternifolia 7 gal. $150 13 $1,950 COKOU Cornus kousa 5-6 ft. $225 2 $450 CORPU Cornus pumila 2 gal.. $42 22 $924 CORSA Cornus stolonifera 'Alleman's Compact' 2 gal.. $42 22 $924 EUFGL Euonymus fortunei 'Green Lane' 2 gal.. $45 10 $450 HYDPG Hydrangea paniculata 'Grandiflora' 10 gal. $190 3 $570 HYDPL Hydrangea paniculata 'Limelight' 5 gal. $62 15 $930 HYDPT Hydrangea paniculata 'Tardiva' 3 gal. $45 14 $630 MAGAC Magnolia acuminata'Butterflies' 7 gal. $155 2 $310 MAGXL Magnolia x loebneri'Leonard Messell' 5-6 ft., 10 gal. $280 5 $1,400 MAGST Magnolia stellata 'Royal Star' 4-5 ft. $250 9 $2,250 MALAD Malus x 'Adams' 2-2.5 in. $450 12 $5,400 MALBE Malus x "Bechtel' 2-2.5 in. $450 6 $2,700 MALCO Malus x 'Coral Burst' 2-2.5 in. $450 8 $3,600 MALDW Malus x 'Donald Wyman' 2-2.5 in. $450 11 $4,950 MALPR Malus x 'Prairie Fire' 2-2.5 in. $450 5 $2,250 MALST Malus x 'Sugar Tyme' 2-2.5 in. $450 12 $5,400 PICPF Picea pungens 'Fat Albert' 4-5 ft. $400 6 $2,400 SALDI Salix discolor 2 gal.. $42 11 $462 SYRRE Syringa reticulate 2-2.5 in. $500 6 $3,000 Total Value - Existing and New Planting $53,890 r I , .*: r IrJ IA �-r+R�' � «�{'°.,,` m4� ws.ro 1.• 1,+, �j l rl F;,.t i�WiMa,,.�'"» !;rt µ.�. ',�. West Grouping ofExisting Trees y4 y ,4 ^� Ov I � Northwesterly View of Rowley Residence and proposed corridor for screening. Page 1 of 1 ray From: Steve Vock [svock@cea-vt.com] Sent: Monday, March 16, 2009 4:15 PM To: ray Subject: 99 Swift Street Site Plan --Change of Use Hi Ray, We have not been able to complete the site plan for 99 Swift Street that is on the agenda for Tomorrow night. Therefore, on behalf on Dan Morrissey we would like to request a continuance for this project to the next available meeting. Please let me know if you have any questions or need to discuss this matter in further detail. Thank You Stephen Vock Stephen Vock President Civil Engineering Associates, Inc. 10 Mansfield View Lane South Burlington, VT 05403 E-mail: svock@cea-vt.com Telephone: 802-864-2323 (ext 313) Fax: 802-864-2271 3/16/2009 STITZEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 (802) 660-2555 (VOICE/TDD) STEVEN F. STITZEL FAX (802) 660-2552 or 660-9119 PATTI R. PAGE WWW.FIRMSPF.COM ROBERT E. FLETCHER E-MAIL(FIRM2555@FIRMSPF.COM) JOSEPH S. McLEAN WRITER'S E-MAIL (WFLENDER@FIRMSPF.COM) AMANDA S. E. LAFFERTY WRITER'S FAX (802) 660-2552 WILLIAM E. FLENDER April 3, 2009 John G. Jaeger Munson Earth -Moving Corp. 85 Shunpike Road Williston, VT 05495 Re: Recreation Path Easement Deed, 1200 Hinesburg Road SD-09-12, SD-09-13 Dear Mr. Jaeger, OF COUNSEL JOHN H. KLESCH DINA L. ATWOOD Thank you for sending the Recreation Path Easement Deed for our review. As you know, Condition 16 of the DRB's decision in the above -referenced matter requires Munson to record a Recreation Path Easement Deed, approved by our office, prior to recording the plat. We have reviewed the deed and find that it is acceptable and ready for recording. The DRB decision indicated that "the Applicant shall record" the easement. Therefore, we are returning the original easement deed so Munson may record it at the same time the plat is recorded. Should you have any questions, please feel free to contact me. Sincerelyeender A William E.' WEF/mw Enclosure CC: Ray Belair SON09-031 04-03-09 1200 Hinesburg Rd Rec Path Deed.cor RECREATION PATH EASEMENT DEED KNOW ALL PERSONS BY THESE PRESENTS, that MUNSON EARTH MOVING CORPORATION, a Vermont corporation with its principal place of business in the Town of Williston, County of Chittenden and State of Vermont, Grantor, in consideration of One Dollar, and other valuable consideration, the receipt and satisfaction of which are hereby acknowledged, to it paid by the CITY OF SOUTH BURLINGTON, a municipal corporation existing under the laws of the State of Vermont, Grantee, hereby GIVE, GRANT, SELL, CONVEY and CONFIRM unto the said Grantee, CITY OF SOUTH BURLINGTON, and its successors and assigns forever, a perpetual easement and right-of-way for the purpose of constructing and maintaining a recreational pathway for public use over, on and through property in the City of South Burlington, County of Chittenden and State of Vermont, described as follows: A strip of land twenty feet (20') in uniform width with a length of one thousand twenty three and 38/100 feet (1023.38') feet, lying easterly of the eastern edge of the right-of-way for a public roadway known and referred to as Hinesburg Road, as more particularly depicted on a plan entitled "P-1, Subdivision of Lot I from Lot 1 — Meadowland Business Park for; Munson Earth Moving Corp., VT Rte. 116 & Meadowland Drive, City of South Burlington, Vermont" prepared by Civil Engineering Associates, Inc., dated February 23, 2009, and recorded at Slide of the City of South Burlington Land Records. Said easement and right-of-way shall be used by the public as a recreational and bicycle pathway subject to the condition that no motorized traffic, including, but not limited to, motorcycles, trail bikes and snowmobiles, shall be allowed to use the pathway, except motorized vehicles used by the Grantee, or its agents, for the purpose of maintaining or patrolling the pathway. Grantee, its successors and assigns, shall have the right to construct, reconstruct, repair, maintain, replace, patrol, level, fill, drain and pave said recreational pathway, including all necessary bridges, culverts, cuts and ramps, at its sole cost and expense. Grantee further agrees, for itself and its successors and assigns, that any premises affected by its entry pursuant to this easement and temporary construction easement shall be restored to their condition prior to such entry at its own cost and within a reasonable time. Grantee agrees, for itself and its successors that it will indemnify and hold the Grantor harmless, to the full limits of liability insurance that it customarily maintains, for any injury or damage resulting from the public use of said right-of-way not attributable to acts of the Grantor. Grantee, by the recording of this easement, acknowledges that it has been donated to the City, at no cost to the City, with the intent that Grantor shall receive the full benefit and protection of 19 V.S.A. Section 2309. For purposes of construction a temporary easement and right-of-way five feet on each side of said permanent easement and right-of-way is hereby granted, together with the right to enter onto the adjacent lands of Grantor. Said temporary easement and right-of-way shall expire once construction is completed and the recreational pathway is open to the public. The within Grantor, its successors and assigns, shall have the right to make use of the surface of the right-of-way and easement such as shall not be inconsistent with the use of said right-of-way, but specifically shall place no structures, landscaping or other improvements within said easement and right-of-way which shall prevent or interfere with the within Grantee's ability to use said easement and right-of-way. Grantee acknowledges that the construction and maintenance of improvements necessary to provide access to Grantor's property shall not be inconsistent with the use of this easement by the Grantee. Being a portion of the lands and premises conveyed to the within Grantor by Warranty Deed of Summer Ice Joint Venture, LLC, dated December 11, 2003, and recorded in Book 651 at pages 152-156 of the City of South Burlington Land Records. Reference is hereby made to the above -mentioned plan and deed and the records thereof, and the references therein made all in further aid of this description. TO HAVE AND TO HOLD the above granted rights and privileges in, upon and over said premises unto Grantee, its successors and assigns forever; and Grantor does for itself and its successors and assigns, covenant with Grantee and its successors and assigns, that Grantor is lawfully seized in fee simple of the aforesaid premises, that they are free from all encumbrances, that the Grantor has good right and title to sell and convey the rights as aforesaid and that Grantor, and its successor and assigns shall Warrant and Defend the same to Grantee and its 2 successors and assigns forever against the lawful claims and demands of all persons. IN WITNESS WHEREOF, MUNSON EARTH MOVING CORPORATION hereunto sets its hands and seals thiay of March, 2009. TION DO STATE OF VERMONT COUNTY OF CHITTENDEN, SS. �,, At (,� �` - 'ry v�, , Vermont, thi�"4gy of March, 2009, personally appeared duly authorized agent of Munson Earth Moving Corporation, signer and sealer of the foregoing written instrument, and acknowledged the same to be his/her free act and deed and the free act and deed of MUNSON EARTH MOVING CORPORATION. Public �—/ Commission Expires 2/10/2011 3 CAVIL sI IGII EHER l Ir AESZ"0OCIAtES), INC, 10 Mansfield View Lane South Burlington, VT 05403 February 4, 2009 Mr. Paul Conner, AICP, City Planner City of South Burlington Offices 5500 Dorset Street South Burlington, Vermont 05401 Re: 1200 Hinesburg Road Office Park Meadowland Business Park, South Burlington, VT Request for Ability to Serve Letter Dear Mr. Conner: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.com We are in the process of preparing an Act 250 application for the proposed 48,600 GSF Office project (in two buildings) to be located on a portion of Lot 1 at 1200 Hinesburg Road within the Meadowland Business Park in South Burlington, Vermont. As you may be are aware, this proposed office complex is currently moving through the City approval process. Based upon the information submitted in the municipal applications and findings from the Development Review Board's Sketch Plan review, we would greatly appreciate it if you would complete the attached Municipal Impact Questionnaire. If you should have any questions, please feel free to contact me at 864-2323. Respectfully, David S. Marshall, P.E. Project Engineer Enclosure Municipal Impact Questionnaire cc: CEA File 08189.00 (w/ enclosure) PAAutoCADD Projects\2008\08189\Permitting\Act 250\Ability\muniImpactLet.wpd ACT 250 MUNICIPAL IMPACT QUESTIONNAIRE This questionnaire is intended to help applicants gather evidence to submit under Criterion 7 - Municipal Services. A letter or narrative from the Town Manager, Selectboard Chair or appropriate official may also serve as evidence. APPLICANT TO COMPLETE: Applicant Name: 1200 Hinesburg Road Office Park Municipality: City of South Burlington Title and Date of Site Plan Submitted: Site Plan Sheet C-1.0 dated February, 2009 TOWN MANAGER, DEPARTMENT HEADS, OR EQUIVALENT TO COMPLETE: a) Does the municipality have the capacity to provide the following services without unreasonable burdens for the above project: Fire Protection X Yes No _ Mun. does not provide this service. Police Protection X Yes No _ Mun. does not provide this service. Rescue Service X Yes _No _ Mun. does not provide this service. Solid Waste Disposal _Yes _No X Mun. does not provide this service. Road Maintenance X Yes _No _ Mun. does not provide this service. b) If "no", what are the deficiencies? c) If the service is unavailable from the municipality, who provides the service so that the town doesn't have to? 5eAo-r. d) Would the deficiencies occur without this project? Yes or No? If "no", what measures can the applicant take to alleviate the deficiencies? iu k 1, - e) If the deficiencies are common to many projects, does this project create burdens which are disproportionate to the taxes and user fees to be paid to the municipality? _Yes or _No? If "yes", does the municipality recommend the imposition of an impact fee or other means to mitigate any unreasonable burdens? /�, /Ck - f) Are you available, after sufficient notipe, to answer questions related to the above statements at an Act 250 hearing? G" Yes or _No I certify that the above information is true and accurate to the best of my knowledge. _;ezll Name 91REGi0R OF PtANNA4 4- Z5jEVFti6, Position 7- 19 1 rooq. Date rG��AJVJ�r. INC, io 10 Mansfield View Lane South Burlington, VT 05403 January 19, 2009 Mr. Jay Nadeau, Superintendent City of South Burlington Water Department Queen City Park Road South Burlington, Vermont 05403 Re: 1200 Hinesburg Road Office Project Meadowland Business Park, South Burlington Dear Mr. Nadeau: Phone: 802-864-2323 Fax: 802-864-2271 E-Mail: mail@cea-vt.coni The proposed development of the 1200 Hinesburg Road office project represents the initial phases of the development of Lot 1 of the Meadowland Business Park. The long term goal is to provide additional water main looping between Hinesburg Road and Meadowland Drive. The attached site utility plan depicts the initial phase of this goal with the extension of an 8" water main along the common property line of Vermont Eye Lazar (East Mountain View, LLC) and CEA Properties. Both the referenced project and the 1200 Hinesburg Road project are intended to tie into the future infrastructure associated with the development of Lot 1 between these properties and Meadowland Drive. We would appreciate your general comments on the revised water main layout. The final details will be included in the preliminary plat application. In addition, we have also attached a Water Allocation request. Due to the slow response time at the State Water Supply Division, we are forced to get this in the gueue sooner than the typical local review process would call for. If you should have any questions, please feel free to contact me at 864-2323 x-310. Respectfully, David S. Marshall, P.E. Project Engineer Enclosures Site Plan (no details) and Water Allocation Application Form cc: R. Munson (w/ enclosures), CEA File 08164.00 (w/ enclosures) C. LaRose (no enclosures) R\AutoCADD Projects\2008\08189\Permitting\Local\Prelim-Final\Nadeau.wpd APPLICA I -ION FOR WATER ALLOCATION * Items marked with an asterisk must be filled in by ALL applicants * Applicant Information Applicant: Contact Person: Mailing Address: Telephone & Fax for Contact: Property Owner Name (if not applicant): Munson Earth Moving Corporation Mr. Randy Munson 85 Shunpike Road, Williston, Vermont 05495 1-802-863-6391 Road * Project Information If the project is a single-family home, please check one: New Existing If not single-family home, project name: 1200 Hinesburg Road Planned Unit Development * Application or Permit Numbers: (from Department of Planning & Zoning) # SP-08-58 # Engineer's Information for flows over 1,000 gpd Name of Engineer: David S. Marshall Firm: Civil Engineering Associates Mailing Address: 10 Mansfield View Lane So Burlington 05403 Phone & Fax: 864-2323 F864-2271 PE License #: VT 6019 * Flow Calculations (You may substitute an engineer's calculation or letter containing the information requested below) For additional bedrooms in single-family homes: Number of existing bedrooms: Number of additional bedrooms requested: Page 1 APPLICAI ION FOR WATER ALLOCATION For other residential nrniPr_tc list nljmhar of horlrnnm� nn.J .,-;+e. r +..,J• Number of bedrooms x Number of units x Gallons per day per unit = Total flows 1 150 2 x 300 3 450 4 600 5 750 6+ (specify) TOTAL i-or commercial and industrial projects, list existing and proposed tenants, uses and flows: Tenant / Number of Other Business T e of use seats, SF, etc. I x I Flow per unit Agustments Total flow West Bldg Med Office 53 Employees x 15 GPD/Empl — 10% Low Flow = 716 East Bldg Med Office 118 Employees x 15 GPD/Empl — 10% Low Flow =1,593 TOTAL 2, 309 * Total development water flow requested: 2,309 gallons per day Please do not write below this line Approved by Water Department Superintendent of Water Preliminary Allocation approved: Final Allocation approved: Final Allocation Expires: (Date) For Extensions of Final Allocation Only EXTENSION GRANTED (Date) G: Word:SBForms: WaterallocationForm Date Date Date with permit # - to (Date of Expiration) Page 2 SPANJE P bP R lE , L C j t t \ ) V `\\�\ \ \ /` / \ ( ��ssjilt / SITE ENGINEER: CLASS k :•�t« WETLAND' l r / 1 1 \ �,�-_(� 1 I .4.'.'.'.`.'.• I 4J• , I� II \ \ \ t / / I` / / ! d B�iRLINGTO PROPERTIES .'.'.'.'.'.L1 . .:.F�N.'. ..:.f..' i 11 ,/ CIYIt ENGINEERING ASSOCIATES. 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I r I ' ' 1\ ♦ ry I \ / SLEEVE' VALVE I , i-y \ _ ,y� ,l / / , // •' ^ _ = - ' 1 1 I 1 / 1 1 \ l \09• \� /i / /' /,� '••.fix / r' - �AjSn _� !�,!i _ EARTH ll/1OW�alG CORP. s HINESBURG RD 359.39_ I _.�. _--� - ,� -' ri ,-- .r..._��- \ \ `I\ `�S UTILITY I / I w � \�. � 1 1\'•� J . � ,1.._/.� .. %. ,.-'�' 1 � _ \ 1 ; try j I I I I \ SITE PLAN Cl)/. / �,.y �� / ,' i' �, i \) j '\ GAAPHIC!,SCALE Y� I I C / / `.^ � ^• ^ \ `� \ _ � • l � / r /� _ — _ I / \ — \\ ( b M So \ �m - Q '� nAre xnAemc NurxeR NOV., 2008 _ I I I .; I FEET C4 w .''(.V�;\\\ I Inch 4 50 /L N `\\ 1" = 50' I—\ —�/ .— I F +11' I I /' /t 1\ -.\\\ 1\ \ I 1J0 1 _—�— PRaJ. No. :! •/ I i 38a \ w 1� vi\ �6 66 Q -_ -„- 08189 DEVELOPMENT REVIEW BOAJ `� r 2 DECEMBER 2008 Mr. Dinklage said if the Airport volunteers a left turn lane, it's a "done deal." Otherwise, the Board will want a traffic study. Ms. LaRose said another option would be to limit hours of operation. Mr. DeBaie, the Airport's Traffic Engineer, reviewed the numbers from their study. Left turns ranged from 4 per hour (7-8 p.m.) to 14 per hour (10-11 a.m.). Mr. Dinklage stressed that when traffic is heavy, there are huge delays to eastbound traffic, especially when IBM lets out. This operation could increase left turns by 50% in any one hour. Mr. DeBaie said the hours between 8-11 a.m. and 12-2 p.m. are suitable for left -turners. Members said it would be a challenge to convince them that a left turn isn't needed. Mr Plumeau also cited the impact on weekend traffic. Mr. Bushey of Pet Food Warehouse on Williston Rd. said the problem with the road is that there used to be "gapping" when there was no development at Tafts Corners. He has seen people wait as much as ten minutes to make a left turn. He felt a stoplight is needed to "gap" traffic. Mr. Plumeau urged that a traffic study be coordinated with the MPO/City study done in the past few years. Ms. Quimby moved to invoke technical review for traffic. Mr. Farley seconded. Motion passed unanimously. Ms. Quimby moved to continue Conditional Use Application #CU-08-06 and Site Plan Application #SP-08-106 of City of Burlington/Burlington International Airport until 6 January 2009. Mr. Farley seconded. Motion passed unanimously. (F,ketch Plan Application #SD-08-58 of Munson Earth Moving Corp. for a planned unit development to: 1) subdivide a 46.44 acre lot into two lots of 6.43 acres (lot 1B) and 40.01 acres (lot 1), and 2) develop lot 113 with 15,000 sq. ft. general office building and a 33,600 sq. ft. general office building, 1200 Hinesburg Road: Mr. Marshall gave members aerial photos of the site. He then showed a plan including abutters' properties. A medical office use is anticipated for the proposed building. Mr. Marshall noted that the area is influenced by the View Protection Zone. To accommodate this, the project will "sink" buildings into the ground so people can look over the buildings. Buildings will have flat roofs. They will actually be lower than what already exists. Green space will be maintained along Hinesburg Road. There will be no landscaping in the view protection zone. DEVELOPMENT REVIEW BOAJ 2 DECEMBER 2008 ivir. tseiair Baia start is comfortable with this. Mr. Marshall noted that they are working with the neighbor, Mr. Rowley, to limit the impact to his home. Ms. LaRose noted that Mr. Rowley would like buffering along the road near his home. Mr. Plumeau asked if both buildings could be served by a road off the aligned inter- section. Mr. Marshall said they gave up the right to put more traffic on Mansfield View Lane. Mr. Boucher noted that if the access road were further to the south, it could serve the other lot, if it is ever developed. Other members agreed. 11. Continued sketch Plan Application #SD-08-26 of South Burlington Realty Co. for a planned unit development consisting of: 1) razing the existing 1000 sq. ft. building, and 2) constructing a 2-story, 15,880 sq. ft. mixed use building, 2040 Williston Road: Mr. Belair advised that the applicant had requested a continuance until February. Ms. Quimby moved to continue Sketch Plan Application #SD-08-26 of South Burlington Realty Co. until 3 February 2009. Mr. Farley seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 9:20 p.m. rI W-5 J,01"I'l No �. /-G(Q-®? Date -5- January 12.2OUQ Dave Marshall Civil Engineering Associates 1OMansfield View Lane South Burlington, VT054O3 Re� MiDUtes— 1200 Hinesburg Road Dear Dave - For ynu[recordS.eDdoSedisocnpy0ftheapp[nvedDeoennbnr2 2OD8D | ��ewe«vBoard nn8etingrninutes. ' �«enPnnent /fyou have any questions, feel free t0contact me. Sincerely, 6�tj &�U� Betsy McDonough Brown Planning & Zoning Assistant Eno/, November 25, 2008 Dave Marshall Civil Engineering Associates 10 Mansfield View Lane South Burlington, VT 05403 Re: 1200 Hinesburg Road Dear Dave: 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, December 2, 2008 at 7:30 p.m. Also, please note that this hearing will be held at the Department of Public Works, 2nd Floor Conference Room, 104 Landfill Road (off Patchen Road). If you have any questions, please give us a call. Sincerely Betsy McDofikugh Brown Planning ping Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: November 24, 2008 \drb\sub\munson\Hines burg RdOfficePark_sketch Application received: November 17, 2008 1200 HINESBURG ROAD SKETCH PLAN APPLICATION #SD-08-58 Agenda # 10 Meeting Date: December 2, 2008 Applicant Owner Munson Earthmoving Corporation Munson Earthmoving Corporation 85 Shunpike Road 85 Shunpike Road Williston, Vermont 05495 Williston, Vermont 05495 Engineer/Contact Property Information Dave Marshall Tax Parcel ID 1155-0284 Lot 1 46.44 Acres Civil Engineering Associates Hinesburg Road North View Protection overlay 10 Mansfield View Lane District South Burlington, VT 05403 Airport Approach Cone Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\HinesburgRdOffice sketch Munson Earth Moving Corp, hereinafter referred to as the applicant, are seeking sketch plan review for a for a planned unit development to: 1) subdivide a 46.44 acre lot into two (2) lots of 6.43 acres (lot 1 B) and 40.01 acres (lot 1), and 2) develop lot 1 B with a 15,000 sq. ft. general office building and a 33,600 sq. ft. general office building, 1200 Hinesburg Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 17, 2008 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Reauirements 10 Zoning District Required Proposed Min. Lot Size Max. Density Max. BuildingCover-age Max. Overall Coverage N ft5ft. Min. Front Setback Min. Side Setback Min. Rear Setback Max. BuildingHei ht 35 ft. 21ft Front Yard Coverage 1 30% 5.4% zoning compliance n/a no residential units proposed The subject property is part of a previous subdivision which contains a requirement that a 200 foot open space buffer be maintained along the boundary with the residential district. This buffer is being respected with the closest building proposed at over 500 feet from the district boundary. This line is also shown on the plans. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\HinesburgRdOffice sketch The entire Meadowland Business Park has been preliminarily approved for water allocation. However, the applicant shall still submit plans and requests to the South Burlington Water Department for review to ensure compliance with the initial approval. 1. The South Burlington Water Department should review the plans prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. The original subdivision received a 51,272 gpd sewer allocation which is still in effect. To date there is 41,519 gpd available. 2. The preliminary plat application shall include the sewer allocation request. 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. The applicant has submitted preliminary spot grades but not final grading or erosion control plans. 3. The applicant shall submit grading and erosion control plans as part of preliminary plat application. 4. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to this property is proposed via one 24' drive off of Hinesburg Road. This complies with the minimum requirement for an entry drive and is therefore in compliance. The applicant has also adjusted the driveway with a slight curve so as to keep the curb cut further from the single family home which abuts the property. 5. The applicant shall submit a new survey plat to show the revised property. According to the ITE Trip Generation Manual, 7th Edition, the proposed medical/dental office use (land Use Code 720) is estimated to generate 53.97 (the one story building) and 114.26 (two story building) for a total of 168.23 PM peak hour tip ends. 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. The subject property is surrounded by a narrow band of wetlands along a small stream corridor (unnamed tributary of Potash Brook) that drains through the project site from southwest to CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\Hinesbur RdOffice sketch northeast. The project grading respects a 50' setback from the wetlands associated with the stream corridor. 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. According to Section 6.04(A) of the Land Development Regulations, the Industrial -Open Space IO District is established to provide suitable locations for high -quality, large -lot office, light industrial and research uses in areas of the City with access to major arterial routes and Burlington International Airport. The l0 District regulations and standards are intended to allow high -quality planned developments that preserve the generally open character of the district, minimize impacts on natural resources and water quality, and enhance the visual quality of approaches to the City while providing suitable locations for employment and business growth. The location and architectural design of buildings in a manner that preserves these qualities is strongly encouraged. Staff feels the proposed project is in compliance with the stated purpose of the 10 District, as outlined in the Land Development Regulations. 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. There are significant portions of open space running along the western portions of the property, so staff feels this requirement is met. 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. 6. The South Burlington Fire Chief shall review the plans and provide comments prior to preliminary plat approval. 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. The water main has been designed to allow it to be extended as additional development is permitted on the remaining sections of Lot 1 in support of the interconnection goals set forth by the Water Department. Stormwater and sanitary sewer connections will be tied into the existing Meadowland Business Park infrastructure which was designed to handle the post -development flows from all of Lot 1. The subject property (Lot 1) contains a 20' wide recreation path easement which runs through the southern landscaped berms in the east -west direction. The Recreation Path Committee should comment on the need for an easement in the north -south direction parallel to Hinesburg Road similar to the easement which exists on two properties to the north: 10 Mansfield View Lane (CEA) and 1100 Hinesburg Road (VT Eye Laser). CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\HinesburgRdOffice sketch 7. The applicant should meet with the South Burlington Recreation Path Committee to discuss the recreation path easement on the property. 8. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. The subdivision plans for the entire Meadowland Business Park show details on street utilities, lighting, and stormwater management. These have been approved by the City Engineer, so they are acceptable for the proposed project. A lighting point by point plan for the proposed project shall be submitted for this proposal, and shall meet the requirements in Appendices A.9 and A.10 of the Land Development Regulations. In addition, the applicant should submit exterior lighting details (cut -sheets) for the proposed lighting on the subject parcel. The proposed lighting fixtures shall be in compliance with Appendix D of the Land Development Regulations. 9. The applicant shall submit plans showing proposed lighting locations and details (cut -sheets) as part of the preliminary plat application. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff feels the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 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. A means of connecting pedestrian movements with the available and future infrastructure should be further investigated. Again, the applicant should meet with the Recreation Path Committee. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 48,600 square feet of medical office building will require 243 spaces. The plans depict 256 parking spaces. According to Table 13-7 of the Land Development Regulations, a property with 201-300 parking spaces requires seven (7) handicapped -accessible parking spaces. The plans currently depict twelve (12) handicapped -accessible spaces. When the two buildings are analyzed separately, the CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\Hinesbur RdOffice sketch west building (76 to 100 spaces) requires 4 spaces (4 are provided) and the east building (151 to 200 spaces) requires six (6) spaces (8 are provided). The dimensions of the proposed parking areas meet the requirements in Table 13-8 of the Land Development Regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. Two bicycle racks have been depicted on the plans. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located on the rear of the west building. A small amount of parking is on the south side of this building. The grading of the site places the parking below the existing grade thereby providing suitable screening of the vehicles when viewed from Hinesburg Road. This criterion is being met. 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 applicant has submitted preliminary sketch elevations of the building. The bottom floor of the buildings have been set down below existing grade as a means of lowering the profile of the buildings. The closest commercial buildings to the project site are comprised of two story structures. This project proposes one single story and one two story building. The heights of the buildings are well within the limits of the district. The proposed project is located in a business park in an area where both office and industrial uses exists, so staff feels the scale of the proposed buildings are compatible with existing buildings in the area. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall 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 applicant has submitted sketch elevations of the proposed buildings. Staff finds that they are visually appealing and very much harmonious with adjacent buildings in the district. Landscaping plans and final grading plans will assist in the determination of compliance with this requirement. 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. Staff has already addressed this criterion in other sections of this report CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\Munson\Hinesbur.qRdOffice sketch In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the 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. Provisions for the extension of utilities has been integrated into the plan. Opportunities to provide for emergency access to the undeveloped portions of Lot 1 should be researched further in support of a comprehensive circulation plan. The applicant and staff agree that it is preferable to have the remaining portions of Lot 1, which are closer to Meadowland Drive, utilize that roadway for access to the (eventual) controlled access at Route 116 rather than overburden this projects driveway. 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. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall 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 plans do show dumpsters. Any waste facilities proposed on site shall be shown and shown to be adequately screened. 10. The plans shall be revised to detail the means of screening for all dumpsters as part of the preliminary plat application. Landscaping and Screening Requirements The applicant has not yet submitted cost projections for this property. The applicant has not yet submitted landscaping plans for the property. 11. The applicant shall submit building costs as part of the preliminary plat application. 12. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR, as part of the preliminary plat application. 13. The applicant shall submit a landscaping budget for the subject property, in compliance with Table 13-9 of the SBLDR, as part of the preliminary plat application. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The plans do not yet depict snow storage areas. 14. The plans shall be revised to depict adequate show storage areas. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING ldrb\sub\Munson\Hinesbur RdOffice sketch Pursuant to Section 13.06(C)(1) of the SBLDR, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. 15. The plans shall be revised to depict any utility cabinets on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. View Protection Zone The subject property is located within the Hinesburg Road -North Scenic View Protection Overlay District and thus subject to Section 10.03(H) of the SBLDR. Specifically, no part of any structure within the zone shall exceed an elevation of 393.5 feet above mean sea level plus 5.8 feet for each 1000 feet that said part of said structure is horizontally distant from the Hinesburg Road -North View Protection Zone Base Line shown on the Scenic View Protections Overlay District Map. The applicant has submitted elevations as part of this application which depicts the proposed buildings against the limits of the view protection zone. The elevations clearly demonstrate that the buildings are within the limits of the view protection zone. Other The City Engineer shall review the preliminary plat. Details for his review, including but not limited to curb radii, road details, and sewer details, should be provided as part of the preliminary plat application. 16. The City Engineer shall review the preliminary plat plan and provide comment. Staff recommends that the applicant address the numbered items in the "Comments" section of this document before continuing on to preliminary plat submission. Respectfully submitted, 4cbtf&hya n Lak e, As ociate Planner Copy to: David Marshall, Civil Engineering Associates No Text r 4,11 2 k 91 4•.tii ( � I ' irk 1 -.i1x.� �` �9 y "��+' ,may ,,wm , ., ,�` � � � k E i r• � �-¢��� 1 �t�- � .l: Y�Y .-%) f. i '7 try �•'� `- _ +. � s � $ ' A k LO �,� •r. � ' yr� ,�jr 1 � � ► i 1 i` � � � y , .Ilk ♦1f It oil loop gr V n �j A ,A J$ M, t.�.v. a�. p�'�Y..• ,i �. 4 '�v .+f � P'•:, i �Y � ' �1 .t`^ � f e.... .�.�. fi 't. Ir F•' p � fj � i y 'w f s 3• ��' '+ t AM � t till �{' �� ,�� f, Ifs `K`�+`". _ ��fi e`+r ,� ��� �� �� L •�<, �r��- r" J # Ali 1 i,t �,� r� � 4 � t� • ' r ✓r ` i t' € i t � ..gsY t, � • � 9: � 1 y � + �14 , YA 00 00 C) C) N CN 1!7 1.1�',- im moll. - PROPOSED BUILDING PROPOSED oun. 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RTE. 116 1 \ t`t,l I / "°; \ C / I I ) r c) ) 1 r) / r 1 a S^ \t -�' - -i — \ III �j I ly I I •'/ /j/ MEADOWLAND DRIVE --- SO ON II )RIVE - / J y 1 1 I1 rr ` 1 '`�• \\ ,\ \\ ,'..�,( ps I`` I , I .•. ) \ UTHBURLINGT _ �N'L ,(7n`Ns�t+4rowE -ss� � J 1 � I r ,�� _—�I , �;�t � \�� \ `I I )�`.1' "�:I''' I I � ,1�"•'.�f \ VERMONT R V I LA• - FOX fl /J ) I ' ;F PROJECT: FOX r , ; , CAs \�4T Aso— MEADOWLAND \` 1'f SJ��( �' (v) i /' S Illi}yl, : �...•.•.-. MEADOWLAND /•' I t AC \t> It \( \% 1( 1 % I 35st� - '�I I _ �� '�---�, Il yit •. / y: BUSINESS PARK SUMMER ICE JOIN ---- LOT 1 HINESBURG r� r� �1 y¢I i �.• VENTURE, ROAD SITE 355 , r/V `l •ice ; J —I_ _ •� •y \ / C PR �_ t\ I \\ 1 `Z _ �. _ bt— S VT. RTE.116 MEADOWLAND DRIVE �: \ \ I / /I / /� / \ t• .. .'.%'.%1.%% SOUTH BURLINGTON I I t \ 1 t > y \ c /' • �-. 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SOMBURLMOTON, VT OM N0734'37"W I I \ / � / 1 \\`\ I � I r / 11 9B'— — l ) / I I I J l I i \ I / J , / 1 y t) \ � \ — maaeozvzs r�ur areaeaan ..n:..»..•.c...roan 0 % ` /,)11 \\,1 ACL O ' LrW A �Q' \ _.._....�---'.-_�.._ , / I 1 '\ \ \ I / / / : y / I � I \z's� coca® DRIVE .---- '_\ _=== 98�, - I \ / / __-' i / _/!/ I \ DSM 4o; .� / ,' / 1 \ ) / - / rW�� 1 I \ \\. DSM d( 9� / // l ,/ ) C A sS ll� �_�/ \ OWNER: // ' '� Jiy�' \ �111j1 �' l '�/� Ly/,I \ 1 MUNSON �iTi \\\ \` \ �' '' 1 \�yl%% \ ; --' 1 \ EARTH MOVING 11� °� ° �I \� `\ i ,-'/ ; 1 \ J ✓ ��/ i 3soi CORPORATION III '\ \ / I / r / / I `. / ,' I / '% • \ I 1 o I 4I1 1 I J r 1 I r/ A. VT. RTE. 116 MEADOWLAND DRIVE 352 f'--.\ \` SOUTH BURLINGTON VERMONT PROJECT: ------------ IIII11 TV _ wnTER sue ^� % ,/ .?,/jl/ �,J✓':. ���� \---354- MEADOWLAND j9 ( I �" ` \ FOR FUNRE . 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RTE. 116 -r -f �' Z�@,o0 1 i i y W —' (' •" a, / \ ` , _ \ I \ I I MEADOWLAND DRIVE `I' I SOUTH BURLINGTON 364� VERMONT OT 1 \ 11 1 \ ( I � r \ \ v O`I / // / ,/ ,/---'*' ------ -/'/ 1� I / O, /'' �J-Im ,•-_ ,i �✓ \ \y \I I /./ I"I% / '/ /' ''' // .- ,-1`� / /� \, \\ � \I j I 11 \, I I i � 1 �I 1 I(nI I 1 ( / IF` ! / /' ' / 1 \� c I / / '1 /� / / / / I t\ \ I ' ' / J ' / 1 1 I '\\ \y E O �'I 19 I ( �x` .,a+ao cp' ('0 f / 1) I r / \ gETl01 !?� u I / v /l lAI 71 10 � �\ 1'' �\�—y �' ------ I w I' .:I\ / 46.44 Aq.\\ ; ,'' (_ J \LOCATION MAP T rl \`\ I \I \\ r=zoos OSE LOT/ / Z �,r���j - / l / / - qr_ o.� �� m� / a I % J / I / / /- �\ \ \ \ 1 I 1 6.04AC. / I , / / / / / / / / I/ \\ /1 / 1 / 1\ .ii \ \ I I 1 I 1 I \ i\ N %' "-�-�_.� - � '\ r I / i• / I/ /�'` / , / I y I�I VJ 1 I\ � �/ /'1 e o �i •'�� /-- Dc'— 1 I ao Iy 1 -J� l - -,\ /• W ✓�',/-- _ �� RTF,kMOVI I C RP. --r__- 1 ' Zg0• (i1 i \ \ \ I I �^ � {� � LT lk .v. Iv W •lt\ \ 1 '�i / / �' .!�`,� ,— �� \\` I r / 1I Imo\ —•—I ' I 1 1 \ l '( LOT1 / I I I 1 I 8/ Z \ I 11 •.� �. 1 'j1 _ m I ) =�. ` I/� - _ - s I 1 _ _ _ I \ lo\ HINESBURG RD O \I `\ %,..W \w W �, h � '-' , — /k' .\ , \_\ 1 _- `I I.p / , Imo`\ ID 11 N I -;`1, c I 11� W1W"• _ i:` , 1 1\ IW Io I 1 1 I SITE PLAN Q 1 N E \_ ' I / I � •"�� W W\ W +: I '/ / / —1.-- � ( I ( 1 1 / 1 r I I I , m 1 Cl •\\�`�\ I `' � Iw O IC) I GRAPHIC' SCALE Ito lo0 1 I ) I \ \ I Q \ I -1 ♦ , ' J I \ \ I \ ( m I b DAM munNc Nuresc I �� 80. , \�/ I / �- "\ 11 / \ I \\ 1 — _I NOV., 2008 I I w i T \ } W s0 rc yi \\ 1" = 50' V� 1� 1 1: its i / i '\ I \\ i i 1 BUFFER , — — — — I I ` ._ P - NO. OPEN $PF�C \� �s `�� �---------_ os�ss I \ \ '1 — 6 I SITE ENGINEER: aYIL ENGINEERING ASSOCIATES" INC. 101AMOVIDMEWL4K SOMIXF&MTOR VT OW v", co— (b B DRAWN ACL N ATESTUB DSM ATI FOR FUTURE DSM EXTENSION F y, OWNER: 0 co c MUNSON 22 0 ------- CE�lk ---------------------- --1 ""I EARTH MOVING 0 C� -- ------ -- CORPORATION .0 ROWLEY 1 370. rw VT. RTE. 116 37.00 S---74 7 MEADOWLAND DRIVE 0 sTTT SOUTH BURLINGTON . 00 VERMONT -2�6-00' .0 S-� PROJECT: 9.7 0­ I 3 13 373.0 13 MEADOWLAND 12 70.8 378.6 18 � f BUSINESS PARK V7 + LOT 1 HINESBURG \CA y 376.8 V.- K 704 ROAD SITE -u_ li '40, lk (ni co ul I . ; W VT. RTE. 116 0 aj MEADOWLAND DRIVE 'k1 I SOUTH BURLINGTON 4- VERMONT u- I' Lij C-4 (-t:T TT 1 VJ i I c: -------- C:)ti CL 373. 2.0 E CD\ —3117rM-� u- r *A c1r) cle) b(,) cp 378.6•• BI 1 378.9 1 0I. / o ', ��{� 3 77.5 1 6.. 374.0 1 LIJ4 0 -t I I I I I I I / LOCATION MAP 1.. 2000 .0 --7 PR POSE LOT.'' 14 1 �'372- 2 6.04 AC. 14 375.8 26 38-43 i Sns.o37 .5 r 377.5 \'LOT1Al 376-0 " -0 HINESBURG RD Al SITE GRADING PLAN'4,-, -4- I AI ,I a, o' ' ours U DMC NUME]tR NOV., 2008 (C-) GRt�Hic SCALE 11 eau �-, \/ (Qo = 30' C3 IN FE eHoiNO. i..h = 30 08189 41 4C 38 37 42 47 40 39 38 10 4z 41( 40 39 36 37 n 42 41 40 39 38 c M ������i—��0�_aywc+-:irk ��►1 \7rERL �I'� �'���t��ra�..:•.:a�»ate i—� -- • ••v Jt V V 4+UU SECTION A -A 15+00 6+00 430 ���� �° :...: �L1=-=;»�15=1��i�.Ii11f11S11!i�■� 14+00 SECTION B-B 420 410 400 390 380 7+00 SITE ENGINEER: S" ,� CIVIL ENGINEERING ASSOCIATES. INC. I0W)09ELDWEWW ,SOUTHWWMTM r 05m eoaee =) rve 002-10 an -& ACL mcxn 1 DSM JI 1Ppw— DSM OWNER: MUNSON EARTH MOVING ta CORPORATION 0 x VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT PROJECT: MEADOWLAND BUSINESS PARK LOT 1 HINESBURG ROAD SITE VT. RTE. 116 MEADOWLAND DRIVE SOUTH BURLINGTON VERMONT n �!!� —_ ���YEii■1■I■■Ir1�l� � �I y �P��� ��I ��R�� r r r � � J� ■I la�1 y ai. ,cl•� - �� i■■Til���i:.���■� �� `ram � r� �r"�. � ��� E � ��_ ,_ ��� tom■—��__""�� �li�ill � ��� ������� ifi i�•: •;;ai�11RlI � _� ■o.�P' ���iiilll lu4+UU 105+00 106+00 107+00 108+00 BERM cppp M �ppp M �ppp M �p M O p�O}p M O M tpMpp EI N M .pMpp M p♦Op M ep0�p en pOp M <V4tVV LUJ+uu SECTION D-D 206+00 207+00 LOCATION MAP un CREC REVIEW N - N LOT1 HINESBURG RD 208+00 209+ ELEVATIONS un NOV., 2008 NUIOIRR GRAPHIC SCALE p = 30' PROJ. No. 08189 C41'° ( IN FEET) 1 i—h = 30 It SCHEMATIC ELEVATIONS SCALE IIW a,'-W MEADOWLAND BUSINESS PARK SOUTH BURLMTON LOT 1 - PHASE 1 EXTERIOR MATERIALS EE STANDARD MODULAR BRICK LAID IN RUNNING BOND PATTERN. Q BRICK SOLDIER COURSE, LOCADGNS MERE INDICATED. Q3 STOREFRONT — ALUMINUM AND GLASS STOREFRONT DOORS. SIDEUGHTS, AND TRANSOM. COLOR AS SELECTED BY ARCHITECT. ® WINDOWS — FIXED ALUMINUM AND GLASS 'WINDOWS, MEETING BLAST PERFORMANCE CONDITION 3B. GLAZING TO 13E INSULATED LOW E II AND ARGON FILLED. COLOR AS SELECTED BY ARCHITECT. ❑ CDOORS OLOR — INSULATTED ED HOLLOWBY METAL DOORS. (SEE DOOR SCHEDULE) © ROOFING — STANDING SEAM METAL ROOFING. (SEE SPECS) COLOR AS SELECTED BY ARCHITECT. ❑� ANODIZED ALUMINUM FIXED LOUVER (SEE SPEC.) COLOR AS SELECTED BY ARCHITECT. QB PREFINISHED SHEET METAL FASCIA. COLOR AS SELECTED BY ARCHITECT. SHEETNUMBER A-2 � q Y SCHEMATIC ELEVATIONS SCALE- IW-T-T MEADOWLAND BUSINESS PARK URLINGTON LOT 1 - PHASE 2 EXTERIOR MATERIALS l� STANDARD MODULAR BRICK LAID IN RUNNING BOND PATTERN. 2❑ BRICK SOLDIER COURSE, LOCATIONS WHERE INDICATED. 3❑ STOREFRONT - ALUMINUM AND GLASS STOREFRONT DOOR -- SIDELIGHTS ' AND TRANSOM. COLOR AS SELECTED BY ARCHITECT. ® WINDOWS - FIXED ALUMINUM AND GLASS WINDOWS, MEETING BLAST PERFORMANCE CONDITION 36. GLAZING TO BE INSULATED LOW E 11 AND ARGON FILLED. COLOR AS SELECTED BY ARCHITECT. 5❑ DOORS - INSULATED HOLLOW METAL DOORS. (SEE DOOR SCHEDULE) COLOR AS SELECTED BY ARCHITECT. © ROOFING - STANDING SEAM METAL ROOFING. (SEE SPECS) COLOR AS SELECTED BY ARCHITECT. SANODIZED ELECTED ALUMINU IE FIXED LOUVER (SEE SPEC.) COL00 AS BY 81 PREFINISHED SHEET METAL FASCIA. COLOR AS SELECTED RY ARCHITECT. SHEET NUMBER A-4 DATE: &MO5 November 20, 2008 Munson Earth Moving Corporation Attn: John Jaeger 85 Shunpike Road Williston, VT 05498 Re: 1200 Hinesburg Road Dear Property Owner: Enclosed is the draft agenda for the December 2, 2008 South Burlington Development Review Board Meeting. PLEASE NOTE: This hearing will be held in the Conference Room, Department of Public Works, 2nd floor, 104 Landfill Road (off Patchen Road). It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, aetsyDo ough Brown Planning & Zoning Assistant Encl. cc: David Marshall, CEA .qua Dvv7 i Strfls� t S-Ant VT Nst401 141 E)2 e�5 . tMl fax 9,0,12,2 48A' 01 ovw,w,IbIsr�.0 6 n� November 20, 2008 Marie Dubois 1405 Hinesburg Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the December 2, 2008 South Burlington Development Review Board meeting. PLEASE NOTE: This hearing will be held in the Conference Room, Department of Public Works, 2a,d floor, 104 Landfill Road (off Patchen Road). The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburi.com) by the Friday prior to the meeting. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy McDo ough Brown Planning & Zoning Assistant Encl. 1))sarn'Ti StrVe1 5001 .Efurh',1910,n, Yi`'0 0 tO P02 f!d .4; 06 law, M- . ID1 WaraT.s "�3:. ar 0\& Permit Number SD�(3 - APPLICATION FOR SUBDIVISION SKETCH 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 plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)Munson Farthmoving Corporation, 85 Shunpike Road, Williston, Vermont 05445, Ph 802-863-6391 • Fax 863- 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 651 Page 157 3) APPLICANT (Name, mailing address, phone and fax #) Munson Earthmoving Corporation, Shunpike Road Williston, Vermont 05495, Ph 802 863-6391; Fax 863-6395 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee 5) CONTACT PERSON (Name, mailing address, phone and fax #)David S. Marshall, Civil Engineering Associates, Inc 10 Mansfield View Lane, South Burlington, Vermont 05403 6) PROJECT STREET ADDRESS: 1200 Hinesburg Road 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1 ► 5 S - 0 0 Z 61-1 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Undeveloped Lot 1 of the Meadowland Business Park b) Proposed Uses on property (include description and size of each new use and existing uses to remain) As part of a planned unit development the construction of two office buildings of 33,600 SF and 15,,000 SF with sup og perking and infrastructure c) Total building square footage on property (proposed buildings and existing buildings to remain)There are no existing buildings, the proposed buildings will have gross SF of 33,600 and 15,000 SF. d) Proposed height of building (if applicable) Both buildings are height limited by the Hinesburg Road North View Protection Zone. As such the height of the west building is proposed to be 15' (8" above existing grade) while the east building is proposed to have a height of 25' (24" above the existing grade. e) Number of residential units (if applicable, new units and existing units to remain) There are no residential units proposed f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable)The application seeks to subdivide 6.43 acres (Lot 1B) from the parent 46.42 acre parcel for this imposed PiJD 9) LOT COVERAGE a) Building: Lot 1 Existing 0 % Proposed 0% Lot IB Existing 0 % Proposed 11.3% b) Overall (building, parking, outside storage, etc) Lot 1 Existing 2 % Proposed 2% Lot 113 Existing 0 % Proposed 49% c) Front yard (along each street) Existing 0% Proposed 5.4 % (Route 116) Existing 0% Proposed 2.1% (Meadowland Drive) 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Existing: Drainage easement in favor of CEA Properties, LLC along the northern and eastern portions of the prQnerty, Sewer Easement in favor of CEA Properties, LLC in the northwest quadrant of the site. Pedestrian easements along the southern portion of Lot 1. Proposed: sewer and storm drainage easements across lot 1 to allow tie-in to existing infrastructure. Pedestrian easement along the Route 116 frontage. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) A new water main would be extended from Route 116 into the site Storm drainage and wastewater disposal would tie into the Meadowland Business Park infrastructure. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) Please see attached list. 13) ESTIMATED PROJECT COMPLETION DATE: 2011 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 (I V x 17") of the plans must be submitted. A sketch subdivision application fee is $125. 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowK4e. DATE OF SUBMISSION: OF APPLICANT SIGNATtJRY- O' PROPERTY OWNER Do not write below this line I I I Olb�� I have reviewed this sketch plan application and find it to be: C�7 C plet Incomnlete MbV.��) ("e. 15 Meadowland Business Park Resource Summary November 13, 2008 (VTE) (VTE) (VTE) Act 250 (GPD) (GPD) Project Traffic Project Traffic Total Daily (Spaces) Project Lot # Acres Permit Water Sewer AM Peak Hour PM Peak Hour Project Traffic Parking Master Plan Approval 105.95 4C1005 48,468 51,272 830 673 6,773 1,819 CBA Office Building 4 3.13 4C1005-2 2,250 1,800 102 102 400 123 The Rock Church 11 3.12 4C1005-4 1,301 1,092 15 15 70 125 O'Brien Comm. Condo 2 8 4C1005-5 945 945 53 55 389 90 Super -Temp 6 3.29 4C1005-6 675 600 20 20 105 30 Logic Supply 10 3.22 4C1005-7 1,148 1,020 23 23 116 100 C EA Office P.U.D. 1 A 3.06 4C 1005-8 1,013 1,128 42 41 299 80 Birchwood Office Bldg 8&9 7.78 4C1005-9 1,256 1,116 65 41 293 105 Hinesburg Rd Office Bldg: 1 B 6.43 4C1005-10* 2,309 2,052 116 73 524 105 West Building East Building Remaining Capacity 6.81 67.92 37,572 41,519 394 303 4,577 1,061 % Capacity Used 52% 36% 22% 19% 53% 55% 32% 42% To the South Homer & Marie Dubois 1405 Hinesburg Road So. Burlington, VT 05403 Bradley L. Gardiner P.O. Box 21 Colchester, VT 05446 Gary and Nancy Lines 16 Knoll Circle So. Burlington, VT 05403 Christopher and Theri Davis 18 Knoll Circle So. Burlington, VT 05403 To the North Burlington Properties, LTD c/o Dan Kalman P.O. Box 210 So. Burlington, VT 05403 James and Sachi Rowley 1160 Hinesburg Road So. Burlington, VT 05403 To the East Green Acres, Inc. 1269 Spear Street So. Burlington, VT 05403 O'Brien Meadowlands, LLC O'Brien Brothers Agency, Inc. 1855 Williston Road So. Burlington, VT 05403 To the West MUNSON EARTH MOVING LIST OF ABUTTERS Mark and Kathryn Boucher 20 Knoll Circle So. Burlington, VT 05403 Terrance and Nancy Sheahan 24 Knoll Circle So. Burlington, VT 05403 Scott and Roberta Pennington 26 Knoll Circle So. Burlington, VT 05403 Larry and Ginette Brainard 28 Knoll Circle So. Burlington, VT 05403 CEA Properties, LLC 10 Mansfield View Lane South Burlington, Vermont 05403 Summer Ice Joint Venture, LLC c/o Mark Neagley PO Box 2283 1150 Airport Parkway South Burlington, VT 05403 City of South Burlington East Mountain View, LLC 575 Dorset Street 1100 Hinesburg Road South Burlington, Vermont 05403 South Burlington, Vermont 05403 CAVIL ItAIGANCEERINGS A'So-'500CIArt'"S, MCA 10 Mansfield View Lane Phone: 802-864-2323 South Burlington, VT 05403 Fax: 802-864-2271 E-Mail: mailCcea-vt.com November 14, 2008 Ms. Cathyann La Rose, Planning Assistant City of South Burlington Planning & Zoning 550 Dorset Street South Burlington, Vermont 05401 Re: Hinesburg Road Office Park Subdivision 1200 Hinesburg Road Meadowland Business Park - Lot 1 PUD Sketch Plan Amendment Application Dear Ms. LaRose: Munson Earthmoving Corporation is seeking to subdivide a 6.3 acre parcel from Lot 1 , a 46.5 acre parcel zoned Industrial Open Space at the Meadowland Business Park. The creation of Lot 1 B is intended to support the construction of a single story 15,000 SF footprint building on the west side of the site and one 16,700 SF footprint two story building on the east side of the lot. Aesthetics - The project has been designed and situated within the landscape to keep a low profile when viewed from Hinesburg Road. This enables compliance with the restrictions set forth by the Hinesburg Road -North View Protection Zone while also embracing the open space characteristics of the area. As a means of screening the project, gently sloping earthen berms planted with meadow grass are proposed in the open space between Hinesburg Road and the west building. We have developed a number of cross sections through various view points along Hinesburg Road to demonstrate the screening potential. The architecture of the buildings has been designed to provide durable facades consistent with the architecture of the nearby office buildings on Hinesburg Road. We have attached some conceptual elevations of the buildings to demonstrate the architectural interpretation for the project. Infrastructure - The Park is currently permitted by the City of South Burlington with maximum benchmarks when it comes to water supply requirements, wastewater disposal needs and traffic generation. So far seven projects have Ms. Cathyann La Rose Page 2 of 3 November 14, 2008 been approved to date within the original 12 lots of the Business Park. The proposed office land use creates a relatively small impact to the water supply and wastewater disposal infrastructure in the area. Water supply will be served by a new water main being extended into the site from Hinesburg Road. The location of the main has been set so as to allow for a future extension in support of the looping goals set forth by the Water Department. A new gravity sewer main will convey wastewater to the existing Park sewer collection system. Stormwater - The site design will utilize the natural topography, which is slightly sloping, to provide positive drainage to the east. A grass lined swale will convey stormwater runoff from this site to the two existing detention basins located within the park consistent with the requirements of the existing Stormwater Discharge Permit issued by the State of Vermont and City of South Burlington Stormwater Ordinance. Traffic - Intersection sight distances at the proposed driveway entrance onto Hinesburg Road are very good. The proposed office square footage total for this project is similar to the total office square footage permitted for the Vermont Eye Laser shared driveway at 1100 Hinesburg Road. That traffic study indicated that dedicated turn lanes were not warranted. The majority of the parking has been distributed behind the west building with a moderate portion placed on one side of each building in accordance with the City's planning goals. This project has targeted the medical office market and as such has proposed a parking space ratio of approximately 5 per 1,000 GSF to address this land use need. Landscaping - Currently the site is old farmland and does not have any significant tree cover, we would be proposing a landscaping plan that used native species plantings that would comply with the City's requirements for shading of impervious surfaces. Careful consideration of the plant material will be made so as not to create encroachments into the Hinesburg Road View Protection Zone overlying the site. Property Lines - Currently the property lines within the Meadowland Business Park cut through existing wetlands in numerous locations. This application seeks to avoid the inclusion of any wetlands within Parcel 1 B and preserves the existing wetlands on the undeveloped parent parcel. Ms. Cathyann LaRose Page 3 of 3 November 14, 2008 This completes our summary of the proposed project characteristics. Please find attached a completed application and supporting plans for this proposed facility. If you should have any questions, please feel free to contact me at 864-2323. Respectfully, 0 David S. Marshall, P.E. Project Engineer \dsm Enclosures: Five (5) Full Size and 15 11" x 17" Reduced Size Plan sets Application and Fee ($125) Meadowland Business Park Resource Summary cc: R. Munson (w/ enclosures) J. Jaeger (w/ enclosures) CEA File 08189 (w/enclosures) R\AutoCADD Projects\2008\08189\LaRoseSketch.wpd