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Home My WebLink AboutBATCH - Supplemental - 1080 Shelburne RoadGREEN DOLPHIN LLC Project Management, Real Estate Development & Consulting July 9, 2010 City of South Burlington Att: Ray Belair 575 Dorset Street South Burlington, VT 05403 Dear Ray, Please find enclosed a CO request and a check for $63 for 1080 Shelburne Road. I apologize for the tardiness of the work and request. I have been told that all the additional plantings and replacements planting have been installed. Please inspect at your earliest convenience. I can be reached via email or my cell at 233-7718. Thank Jim Cameron, for 1080 Shelburne Road LLC 9534 RT 36, East Fairfield, Vermont 05448 • www.GreenDolphinLLC.com • Email: info@GreenDolphinLLC.com Phone: 802.827.3698 • Cell:802.233.7718 • Fax: 802.304.1027 ?J/ July 23, 2009 City of South Burlington 575 Dorset Street South Burlington VT 05403 Re: Irrevocable Standby 1080 Shelburne Road, 1184 Williston Road South Burlington VT Dear Beneficiary: Letter of Credit #1782649 LLC 05403 People's United Bank d/b/a Chittenden Bank hereby establishes our Irrevocable Standby Letter of Credit #1782649 in favor of the City of South Burlington for the account of 1080 Shelburne Road, LLC up to an aggregate amount of $19,500.00 available by your draft or drafts on us at sight accompanied by: 1.) the original Letter of Credit and all amendments, if any, 2.) a written statement signed by an authorized officer of The City of South Burlington that these funds are due you under the terms of your agreement with 1080 Shelburne Road, LLC, accompanied by 3.) a current secretary certificate or resolution from the City of South Burlington that the officer is authorized to sign on behalf of the City of South Burlington. If your demand represents a partial drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If, however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com All drafts must be marked under Letter of Credit #1782649. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before July 23, 2012. Except so far as otherwise expressly stated, this credit is subject to the "International Standby Practices ISP 98 (1998 Revision), International Chamber of Commerce Publication #590" Very truly yours, Ste-o. jp"Zta- Sarah P. Slatter Senior Vice President Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chittenden.com JUL-2,�-20e9 12:28P FROM:CITY OF )UTH BURLIN 9028-164101 TO:98622805 P•1 THIP AGREEMENT,' executed in triplicate between o r hereinafter ( referred to as '"DEVELOPEWI, c- � of 1 , here nafter referred to as ""Bank", and hereinafter referred to as ®e 4 IJ .11'LIA d." W I T N E , S E T H: • - . 11 ,r,� � ;�, w r • - .�. rim WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the RANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following construction has depicted d in and arelated documentse specifications set forth in said site Plan - -. 7 2. ; The Developer shall mpletehe impre.,r ents set forth in Paragraph 1 no later than �-1 3. DEVELOPER shall replace or repair any defective or work or materials which be recognized within one set of the improvements t forty h in Paragraph 1. ear aftercompletion For ftz P 2 JUL-2-'-2009 12:29P FROM:CITY OF PTH BURLIN 9023464101 Tr'986228051 the purpose of this Agreement -completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder set forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPERsodeliver evidence of ence of such renewal to MUNICIPALITY thirty (30) Y prior expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or nd ICIPiLI Y May notify BANK of such default and request Payment a ter of Credit. �. The DEVELOPER and MUNICIPALITY hereby agree that the sum of 0j n ($ 1 Pr ,5"-oQ , o.> ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER t e� of Creditshalloteuired inbBraqK to the MUNICIPALITY under said Le -C 2 JUL-2:-�-2009 12:29P FROM:CITY OF PTH BURLIN 8028464101 Tr-- 18622805 P.3 S. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. g. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph I. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY°s own work force and equipment, or shall be acch other judgement of the c manner ICIPALITY shallaccomplishthe work more MUNICIPALITY expeditiously and UN economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any BANK such to be credited byhall be refunded by the said BANK to he DEVELOPER. MUNICIPALITY to 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER uand nder said BAN K shall tter ofeCreleased from all obligations hereunder and 12. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 13. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims® causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Cres, as long as BANK edit at and condit onst follows the to outlined insaidLetter of Credit. 14 This Aeeheirs,shall executors, administrator their respectivs, successors and assigns. 3 s JUL-2,-2009 12:29P FROM:CITY OF PTH BURLIN e029464101 Tn:98622805 P.4 , *lj Dated at Vermont, this day of , 20. IN THE ESENCE E: Dated at 1�>wr �t k° r __._ _ _, Vermont, this day of �_ 3 , 20 (; � . By my Authorized A (DEVELOPER) By; --A L C. Duty Authorized ent (BANK) Dated at ,,,, �(/,A6 '� , Vermont, this day of -1-----> 20 • ►'Agent (MUNTCT.. BENEFICIARY ACCEPTANCE People's United Bank d/b/a Chittenden Bank has this 23rd day of July, 2009 caused to be Hand Delivered Letter of Credit #1782649 to the Beneficiary, The City of South Burlington. This Letter of Credit is Issued on behalf of 1080 Shelburne Road, LLC. By A�— 4 4 Duly AuthorizOd Agent Date C �Q Two Burlington Square P.O. Box 820 Burlington, Vermont 05402 802-658-4000 www.chiftenden.com Ooze ci 4739 � V = 882 PG = 17-11 NOTICE OF CONDITION OF APPROVAL WHEREAS, the South Burlington Development Review Board (the `Board") granted final plat approval #SD-09-26 dated June 16, 2009 to 1080 SHELBURNE ROAD, LLC, a Vermont limited liability company with a place of business in South Burlington, Vermont ("1080") for various improvements at 1080's property located at 1080 Shelburne Road in South Burlington, Vermont, under the zoning and subdivision regulations of the City of South Burlington as shown on a site plan entitled: "Proposed Goodwill, 1080 Shelburne Road, South Burlington, Site Plan," prepared by O'Leary -Burke Civil Associates, PLC, dated May 1, 2009, last revised July 6, 2009 and recorded in Map Volume _ at Page _ (Map Slide,;of the City Of South Burlington Land Records (the "Site Plan"); and WHEREAS, Condition #8 of the Board's approval requires 1080 to record a Notice of Condalor, in he Ciy of South Burlington Land Records indicating that 1080 will provide the owner of the properiv to the j:cr . �now known z.s :;hearer SDMWN Associates LLC), a 24-fout wide access easemem through 10&d's property to Baldwin Avenue if deemed necessary by the Board in connection with a plan approved by the Board for the development of the property to the north. NOW THEREFORE, to provide actual notice in the South Burlington City Land Records, the undersigned in receipt of consideration of the approval of the Board and other valuable consideration, hereby acknowledges and accepts the following condition and covenant as binding upon and running with the land: 1. 1080 hereby covenants and agrees to provide the adjacent property owner to the north of the tt)£.0 property, as shown on the Site Plan, with a 24-foot wide access easement to Baldwin Avenue if 1-v l access easement is deemed necessary by the Board in connection with its review of a plan for the development of the property to the north. 2. This Notice of Condition of Approval shall be recorded in the City of South Burlington Land Records and shall be referenced in any Deed conveying a lot or interest in 1080's property. This Notice of Condition of Approval shall be binding upon 1080 and its successors and assigns. Dated at-kermont, this day of , 2009. IN PRESENCE OF: 10 iLBU OA LL .ill/ .l. y. 'f tt if el , Duly Authorized Ag CITY CLERK'S OFFICE Received Jul 27,2009 02-40P Rey orded in VOL: 832 PG- 17.5— /-1& OF So. Burlinston Land Records rattle-st: Donna Kinville Cite Clerk 00004739 V _ 982 PG-- 176 STATE OF VERMONT COUNTY OF CHITTENDEN, SS. On this 1 day of , 2009, personally appeared SCOTT RIELEY, Duly Authorized agent of 1080 SHE�L4RN40A% LLC, to me known to be the person who executed the foregoing instrument, and he acknowledged this instrument, by him signed, to be his free act and deed and the free act and deed of 1080 SHELBURNE ROAD, LLC. Before m�. Notary Public Notary commission issued in Chitteriden County My commission expires: 2/10/11 d5790M Sp01!AOGRHR> F., DEVELOPMENT REVIEW BOARD 16 JUNE 2009 PAGE 3 8. Continued Preliminary Plat Application #SD-09-25 and Final Plat Application #SD-09-26 of 1080 Shelburne Road, LLC, for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 16,592 sq. ft. retail building, 1080 Shelburne Road (former Tuscan Kitchen property): The applicant noted this will be a Good Will retail store. They will "flip-flop" the building and the parking lot. A 20-space packing waiver is being requested. Changes to the plan since the last hearing include: elimination of the one-way in access. Traffic will enter at the light. (This has allowed for some more green space). Street trees have been relocated. The loading dock is 2 feet wider, which adds 32 sq. ft. to the size. Changes have also been made to comply with requests of the Water Dept. and Storm Water Superintendent. The applicant showed elevations with new landscaping as it would be seen from Baldwin Ave. and from Shelburne Rd. perspectives. Mr. Behr asked the applicant to check whether the 12-foot clearance under the canopy is sufficient for the Fire Chief. Mr. Belair said he received an e-main from the City Arborist requesting that trees to be saved be identified on the plan. The applicant testified that what is shown on the elevations is what will be built. Ms. Quimby moved to approve Preliminary Plat Application #SD-09-25 and Final Plat Application #SD-09-26 of 1080 Shelburne Road, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 9. Continued Preliminary Plat Application #SD-09-05 of Wedgewood Development Corporation for a planned unit development consisting of: 1) six two- family dwellings and 2) three single family lots, 232 Autumn Hill Road: Mr. Burke said there will be 15 units total, 12 in the duplexes and 3 single family homes including the existing Goldberg house. The main change to the plan is the roadway. It is now one continuous road with a cul de sac and a connection to the adjacent property. There are some technical items that will be addressed at final plat. Mr. Burke said they didn't feel a sidewalk was necessary up front on the private road as it VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective April 25, 2005 Permit Number: WW-4-o683-1 Landowner: io8o Shelburne Road, LLC c/o Scott Rieley 118o Williston Road South Burlington VT 05403 This permit affects property identified as Town Tax Parcel ID # South Burlington: 51-1540-01o80.0 and referenced in deeds recorded in Book 20 Page 20 of the Land Records in South Burlington, Vermont. This project, consisting of amending Permit #WW-4-o683 to remove the existing restaurant and construct a 16,592 square foot retail building with forty employees served by municipal water and wastewater services, located at 1o8o Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. i.GENERAL 1.1 The project shall be completed as shown on the application, plans and/or documents prepared by Paul O'Leary, P.E. for O'Leary -Burke Civil Associates, PLC, with the stamped plans listed as follows: 1.3 1.4 1.5 Sheet Number Title Plan Date Plan Revision Date 1 Site Plan 20 Scale 5/01/2009 6/10/09 5 Water Details 5/01/2009 6 Sewer Details 5/01/2009 The project shall not deviate from the stamped plans in a manner that would change or at .- ct dr: 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. This permit does not relieve the landowner from obtaining all other approvals and permits as may be required from the Water Supply Division — telephone (802) 241-3400, the Department Public Safety, Division of Fire Safety— telephone (802) 879-2300, and local officials prior to proceeding with this project. The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner aad 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:' Each prospective purchaser of the lot shall be shown copies of the Wastewater System And Potable Water Supply Permit and the stamped plans prior to conveyance of the lot. 1.6 This Permit shall null and void Permit #WW-4-o683. 1.7 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury r ~ Wastewater System and Potable Wat4,--)pply Permit WW-4-o683-1 Page 2 of 2 1.8 In issuing this permit, the Division has relied upon the licensed designer's certification that the design - related information submitted was true and correct, and complies with the Vermont Wastewater System and Potable Water Supply Rules and the Vermont Water Supply Rules. This permit may be revoked if it is determined that the project does not comply with these Rules. 1.9 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter ago and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY and WASTEWATER DISPOSAL 2.1 No permit issued by the Secretary shall remain valid after substantial completion of a potable water supply and wastewater system until the Secretary receives a signed and dated certification from a designer or an installer, as specified in the permit, that states: "7 hereby certify that in the exercise of my reasonable professional judgment the installation - related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with: the permitted design and all 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; were inspected; were properly tested; and have successfully met those performance tests." 2.2 This project is approved for connection to the South Burlington municipal water system as depicted on the stamped plans. The project is approved for a maximum of 540 gallons of water per day. No changes to the water supply shall be allowed without prior review and approval by the Wastewater Management Division. 2.3 This project is approved for connection to the South Burlington municipal wastewater treatment facility as depicted on the stamped plans. The project is approved for a maximum of 48o gallons of wastewater per day. No changes to the wastewater disposal system shall be allowed without prior review and approval by the Wastewater Management Division. 2.4 The connection of a sprinkler fire suppression system to a public drinking water supply system shall require the installation and maintenance of back -flow prevention devices which conform to the standards acceptable to the Department of Labor & Industry. 2.5 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facilit ": If the municipal approval expires, anti the munici ali -files a written re uesi with the 3' P PP P F ty q 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. Justin G. Johnson, Acting Commissioner Department of Environmental Conservation By Ernest Christianson, Regional Engineer Dated June 30, 2009 cc: South Burlington Planning Commission O'Leary -Burke Civil Associates, PLC Water Supply Division Department of Public Safety, Division of Fire Safety CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: May 28, 2009 \drb\sub\ShelburneRoadLLC_prelirn Winal Application received: May 11, 2009 da#8 1080 SHELBURNE ROAD LLC SKETCH PLAN APPLICATION #SD-08-59 Meeting Date: June 2, 2009 Applicant/Owner 1080 Shelburne Road LLC 1184 Williston Road South Burlington, VT 05403 Engineer/Contact Property Information O'Leary Burke Civil Associates Tax Parcel 1540-01080C 1 Corporate Drive Suite 1 Commercial 1-Automobile District Essex Junction, VT 05452 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l080ShelburneRoadPrelim Final Shelburne Road LLC, hereafter referred to as the applicant, is seeking preliminary and final plat approval for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 16,528 sq. ft. retail building, 1080 Shelburne Road (Tuscan Kitchen). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on May 11, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements CI -Auto Zoning District Re uired Proposed Min. Lot Size 40,000 SF 72,214 SF �l Max. Density n/a n/a Max. Building Coverage 40% 22.2% Max. Overall Coverage 70% 68.1 % +Min. Front Setback Shelburne Rd 50 ft. 35 ft. Min. Front Setback Baldwin Ave 30 ft. >30 ft. n. Rear Setback 30 ft. >30 ft. x. Buildin Hei ht V 35 ft. <35 ft. nt Yard Covers e Shelburne Rd 30% 30% nt Yard Coverage Baldwin Ave 30% 16% �l zoning compliance n/a no residential units proposed + waiver requested The applicant is requesting a waiver from the front yard setback requirements for Shelburne Road in order to move the building forward and provide room to the rear for parking, in accordance with the South Burlington Land Development Regulations (SBLDR). Staff supports the proposed location of the building and recommends that the Board grant a front yard setback waiver for Shelburne Road of fifteen (15) feet. 1. The Board grants a front yard setback waiver for the Shelburne Road side of the lot of fifteen (15) feet. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal 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. The South Burlington Water Department has reviewed the plans and provided comments in a letter and follow-up email dated May 20, 2009 and May 22, 2009, respectively (attached). The applicant shall adhere to the comments of the South Burlington Water Department. The plans require revisions. 2. The applicant shall adhere to the comments of the South Burlington Water Department per the letter and follow-up email dated May 20, 2009 and May 22, 2009, respectively. The plans shall be revised accordingly. 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. 3. If necessary, the applicant shall obtain final wastewater capacity allocation from the Director of Planning and Zoning prior to recording of the final plat plans. 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 not yet submitted grading and erosion control plans. Any underground utilities or gas tanks should be shown on the plans. 4. The applicant shall submit grading and erosion control plans prior to final plat approval. The City of South Burlington Stormwater Superintendent has not yet been able to review the plans. A new water quality unit is proposed on site that should be reviewed by the Stormwater Superintendent. Furthermore, the applicant has stated that there may be underground storage tanks on site. These should be shown on the plans and reviewed by the Stormwater Superintendent. This is also discussed below in this report. 5. The City of South Burlington Stormwater Superintendent shall review the plans and provide comments prior to final plat approval. 6. 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. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelim Final Access to this property is proposed via a two-way 28 foot wide drive off of Baldwin Avenue. The applicant is also proposing uni-directional 12 foot ingress and egress drives from Shelburne Road. The applicant would remove an existing curb cut along Shelburne Road. The applicant is also showing an access to the property to the north, known as Shearer SDMWN Associates LLC. The applicant shall record this in the land records. 7. Prior to issuance of a zoning permit, the applicant shall record a "Notice of Conditions" in the South Burlington Land Records, which has been approved by the City Attorney, indicating that the applicant will provide the owner of the property to the north a 24-foot wide access easement to the property to Baldwin Avenue in connection with a plan approved for development of the property to the north. . The Fire Department has not provided any comments on the site; staff is not anticipating any issues. 8. The South Burlington Fire Department shall review the plans prior to final plat approval The existing property is currently grandfathered at 78 pm peak trip ends (high quality restaurant LUC). Staff has worked with the applicant to choose an appropriate land use category and estimate traffic from the proposed use according to the ITE Trip Generation Manual. Based on the use of Apparel Store, the estimated traffic generation would be 3.83 vehicle tripe ends for the pm peak hour, for a total of 63 vehicle trip ends. This is lower than the grandfathered amount. Because the category used for traffic is specific to apparel store and not general retail, the property will be required to apply to the Development Review Board for a change in circumstance. 9. The approval herein is for retail of apparel. The property will be required to apply to the Development Review Board for a change in circumstance if the type of retail use changes. 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 does not appear to contain any wetlands, streams, or other unique natural features. 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 5.02(A) of the Land Development Regulations, the Commercial 1-Auto District is established to recognize the existence of several automobile sales and service facilities in the area of the City and allow for their continued operation and improvement...." While the proposed use is not an automobile use, it does not detract from the goals of the zoning district or the sated use or practice of the Shelburne Road Corridor. 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. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrel im Final The open spaces on this property are largely limited to the perimeter of the lot. This is a dense zoning district in a highly traveled commercial corridor and therefore staff is not concerned by lack of significant open spaces on the lot. 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. Staff has already stated that the Fire Chief shall review the plans. 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 applicant has not shown any plans for stormwater retention or treatment on the property. If the amount of impervious surface does not meet the guidelines for state review, staff recommends that the City's Stormwater Superintendent review the plans. Staff has already stipulated this in a condition above. 10. The applicant shall address stormwater planning for the subject site and whether the proposed improvements shall require state review. If necessary, the City's Stormwater staff shall review the details of the pond and related stormwater mitigation measures. 11. 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 City Engineer has reviewed sketch plan and provided early comments in a memo dated May 25, 2009 (attached). The applicant should adhere to his comments. 12. The applicant shall adhere to the comments of the City Engineer and revise the plans as necessary. A lighting plan for the proposed project has been submitted for this proposal and appears to meet 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 CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l080ShelburneRoadPrelim Final 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 applicant has provided for adequate pedestrian movement from Shelburne Road to the main entrance. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 16,528 SF of retail use shall require 83 parking spaces. The applicant is proposing to provide 60 parking spaces. Therefore the applicant is requesting a parking waiver of twenty-three (23) spaces, or 27.7%. This is above the maximum which the Board may grant. Three additional parking spaces must be provided for this size building. Staff supports a sizeable parking waiver as the subject property is on a major bus route and also easily accessible via non -motorized transportation. However, it must be within the limits of the Land Development Regulations. 13. The plans must be revised to provide three additional parking spaces prior to final plat approval. Staff is concerned, however, about the existing use of the lot to park employee vehicles for the neighboring property to the north. Staff wishes to make it clear that every single parking space is necessary to meet the minimum required by the SBLDR. The use of the parking spaces shall be strictly limited to serve the proposed building only. 14. The parking spaces on the subject property shall be limited to the sole use of serving the subject property. The applicant shows two spaces marked as handicapped accessible. Three are required. 15. The plans shall be revised to include a total of three (3) handicapped accessible parking spaces. The dimensions of some of the proposed parking spaces do not appear to meet the requirements in Table 13-8 of the Land Development Regulations. Particularly along the eastern property line, some spaces are shown as wider than necessary while others are too narrow. This should be revised before approval to ensure that all of the necessary spaces can fit on the site. 16. The plans shall be revised to show that the parking spaces meet the dimensions of the SBLDR. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is not depicted on the plans. 17. The plans shall be revised to depict a bicycle rack prior to final to final plat approval CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located to the rear of the building. There are five proposed spaces along Shelburne Road, but even these fall behind the building line. The Board previously expressed that they had no concerns about the location of the proposed parking provided the applicant provides a generous amount of landscaping along Shelburne Road. Four crabapples and an elm are shown in the area. This appears sufficient. 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 stated that the maximum height of the proposed two-story building will not exceed 35 feet, which is in compliance with the Land development Regulations. 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 not yet submitted elevations of the proposed building. They have stated they may be available for the public hearing. These must be available prior to final plat approval. 18. The applicant shall submit elevations of the proposed building prior to final plat approval. 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. Again, the applicant has not yet submitted elevations of the proposed building 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. Staff has already discussed the potential for connection to the property to the north. 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. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal 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 depict a proposed dumpster along the eastern property line and a cardboard recycling pad adjacent to the building. Neither is designated as being screened. The plans shall be revised to depict that these are appropriately enclosed and screened. 19. The plans shall be revised to depict that these are appropriately enclosed and screened. Landscaping and Screening Requirements Based on cost projections for submitted by the applicant, the minimum landscaping requirement is $19,500. The applicant has submitted a landscaping plan for the property, along with a request that much of the on -site plant material be preserved or transplanted for credit towards this amount. Staff visited the site with the City Arborist (see attached memo). Both are in agreement that much of what is requested for value is in very poor shape and would be better to be replaced than preserved. What is worth preserving is likely over -valued. It is imperative that the applicant work with the city arborist towards an agreed value for existing on -site landscaping. The newly proposed landscaping, subtracting the proposed shrubs and flowers which do not count towards minimum value, does not meet the minimum requirement. This must be revised prior to final plat approval. 20. The applicant shall submit a landscaping plan for the subject property, prepared in accordance with Section 13.06 of the SBLDR prior to final plat approval. This must meet the minimum value for required landscaping. Any credits sought for existing landscaping must be agreed upon by the City Arborist and the Board. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot contains more than 28 spaces. The site plan appears to show some islands but it is not clear if this requirement is met with those small islands. The applicant shall specify the percentage of the parking area which is included in these islands. 21. The applicant shall specify the percentage of the parking area which is covered by landscaped islands. 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 currently depict a small snow storage area to the northwest area of the property. This is a very small area and it is unclear if it is enough to accommodate all the snow for the CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelim Final property. Staff reminds the applicant that the site is very tight. No additional parking spaces may be waived. No parking spaces shall serve as snow storage, nor shall any other area of the site that is not so designated on the plans. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. The landscaping plan shows a utility pad screened with arborvitae hedge. There are quite a few unresolved issues with the plans. Many are simple but necessary plan changes. However, some are fundamental to the approval of this application (stormwater, landscaping and parking) and it cannot be approved until they are resolved. Staff recommends that the Board continue the preliminary and final plat applications so that the applicant can address the numbered items in the "Comments" section of this document.. Respectfully submitted, t ,7 ', ,/ athyan La ose, Ass ciate Planner Copy to: Paul O'Leary, O'Leary Burke Goodwill TK Landscape Architects 5/28/09 In order to assess existing trees for value, I need to know what value is assigned to which specific tree. After doing a preliminary inspection on May 28, my initial sense is that the values are excessive. Existing tree health, condition and location don't appear to have been taken into consideration. A good number of the trees are in fair to poor condition and should be replaced rather than protected. MEMORANDUM T0- BmUC8 H08[. Director of Public Works Fr: Bill Szymanski, City Engineer Date- May 25.2009 Re: Comments — Goodwill Industries 1. Plan shall clearly show where concrete curbs are proposed. 2. Sidewalk onShelburne Road and Baldwin Avenue shall not b8removed. Entrance and exit drives shall butt upt0them. Damage sidewalk shall be removed and replaced. The Shelburne Road entrance and exit including island shall becurbed. 3. Work within Shelburne Road will require a state permit. 575Dfvsm/Suwi 1 5muIm R ar:n9�mT�,VT OSw�� I t e|f;QI L.'w6'1 �um fix eo� $146"'161 w*�,nnr,u�m SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com May 20, 2009 Mr. Paul O'leary O'Leary -Burke Civil Associates 1 Corporate Dr, Suite 1 Essex Junction, VT 05452 RE: Goodwill,1080 Shelburne Rd Dear Paul: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. 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." 4. 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. 5. 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. 6. 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. 7. 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 new lines 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 any project DI water main is installed or the pipe shall be poly wrapped. 8. 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. 9. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 10. Each service shall consist of a corporation, curb stop, copper tubing, and curb boy: with stainless steel service rod placed on a solid concrete block. Corporations shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing brass 4381, or Department approved equal. Curb stops shall be Cambridge Brass No -Lead brass, Red Hed Manufacturing SB 5151/134151, or Department approved equal. No -lead brass fittings shall be Cambridge Brass No -Lead Brass, Red Hed Manufacturing brass, or Department approved equal. 11. Sheet Specific comments: a. Sheet 2: The 4" gate valve and service line to the existing building is not shown. I have provided a copy of our tie sheet for the original service line gate valve that should be incorporated into future plans. Please note that the building on our tie page is not to scale, and only shows the original building footprint. b. Sheet 1: If this building is to have a fire sprinkler system then the proposed 1" copper water service might not be of sufficient size. A larger line, if required, will have to be shown on future plans for this department to review and comment. c. The existing 4" service line must be cut and capped beyond the existing service line gate valve if it won't be used to supply the new building. The SBWD must be notified at least 7 days in advance as the cut & cap will likely require the shut down of a section of the Shelburne Road water main. This work might have to be performed at night. If the existing 4" service line can be used to supply the proposed building, a new service line gate valve should be installed to ensure a successful pressure test. d. The existing fire hydrant on Shelburne Road in front of this project must be replaced as part of this project. The SBWD will supply a fire hydrant but all other replacement costs shall be borne by the owner. The replacement of the existing fire hydrant will likely require the shut down of a section of the Shelburne Road water main and also have to be performed at night. 12. 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. The gas line, telephone line, and electric service are not shown on these plans. 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. 13. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 14. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 15. 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. 16. 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, f /Jay Nadeau Superintendent CC. Cathyann LaRose Bruce Hoar Doug Brent Enc. Plan Reviews: 1080 Shelburne Rd 5-09 No Text Cathyann LaRose From: Jay Nadeau Uayn@cwd-h2o.org] Sent: Friday, May 22, 2009 8:34 AM To: paulo@olearyburke.com Cc: Cathyann LaRose; Bruce Hoar; Doug Brent Subject: 1080 Shelburne Rd Paul - In my plan review letter dated May 20, 2009 for the above referenced project, I required that the fire hydrant on Shelburne Rd in front of the project be replaced (11.d). I was mistaken in this requirement. The fire hydrant is a newer model and is not the older model in a nearby planting bed that we ere thinking of. Please remove this requirement from future revisions. Sorry for the confusion. Thank you. Jay Nadeau CWD Retail Distribution Superintendent 403 Queen City Park Road South Burlington, VT 05403 w) 864-7454 x19 f) 864-0435 5/28/2009 ONE-WAY NYLOPLAST LB SIGN - 204.75 NOT ENTER RIM 1 SI GN � E• OUT NEW CONCRETE CURD GUTS WITH HANDICAP RAMPS AND DETECTABLE 1 WARNING STRIPS 1 I / ONE-WAY EXISTING I I DO NOT ENTER 60' / I BUILDING FOOTPRIN�> ' I SIGN j I I I Z Q � I G• INV OUT I � I EXISTING 204.A SEED FOOTPRINT I I LL1 TO EXISTING Z tU N N PORCH I TO PRO SET 16 I I I 1 TW PARKING LOT I I \ I I I = 12" INV' IN (n 204.0' V I� I� )14 7 U DROP OFF AREA \PAD 119'X i6') WITHEF CANOPY NE ON R E i51 WALKI I10' n LOGATE EXISTING SEWER SERVILE \ �// /A`1 t 1 1 I AND EXTEND TO NEW 5UILDING RETAINING WALL'0 / EXISTING CURD GUT 1 \ N� � TO DE REMOVED 12 INV OUT ' + I r V / 20375' FINISH F200 O ELEV O D I \ PROPOSED 0 j N I I \ 1 1 I 16,526 5F < © \ \ \ DUILDINO 1 1 I I TH WII I / I / 62 PARKING SPADES p Y ((( NEW I' COPPER I I Y I WATEK 5EKVIGE W I i g �, l N PARCEL SIZE • I J I 72214 SF 11.71 AI 3'pp I SETBACK 3_ 1I l p N11_ LAST LD I O RIM OF 203.0' \ r 9 10 INOUT 202.5 t � f IO" ]02.5' J I. yl 47' UTILITY PAD F— W 2 PE DRAIN ROM LOADING DOCK 1 ADS WATER QUALITY \ _= O.HW. UNIT MODEL 3620WQD - -- --_ NYLOPLAST LD Iy/ RIM • 205.5'r�� 10 OUT i 201.5' GRAPHIC SCALE OWNER & APPLICANT lo 1080 Shelburne Road, LLC. c IN FRNP > 1180 Shelburne Road 1 loch = 20 ft. South Burlington, Vermont 05403. Phone # (802) 862-2714 x21 LOCATION MAP LEGEND — PROPERTY LINE -- ---- - 5ETDALK EDGE OF PAVEMENT TREE LINE — CONTOUR MAJOR — CONTOUR MINOR # LIGHT POLE 1L UTILITY POLE 0- GUY WIRE O TRAFFIC POLE ® TRAFFIC LIGHTS WATER HYDRANT W GAS VALUE WATER VALUE Zoning Information Commerical 1 Automobile Zoning District Dimensional Requirements Required Proposed Minimum Front Yard Setback -Shelburne Road 50 Feet 36 Feet -Baldwin Avenue 30 Feet 30 Feet Minimum Rear Yard Setback 10 Feet 10 Feet Minimum Side Yard Setback 10 Feet 10 Feet Parking Spaces 83 62 Total Cover -age 70% Max 68% Front Yard Coverage - -Shelburne Road 307. Max a Baldwin Avenue Max TA e * The Property line infomation are from Pinkham Engineering Associates, Inc. Dated Jan. 22nd, 1986 Book 261 page 20 Plat 197/84 - 179 OCA O xc ay.xmc O Pxnww r � rn� O s,crw/caxcmr "HP O'LEARY—BUxKI CIVIL ASSOCIATES, PLC �� reoravE.sMre., ar PROPOSED GOODWILL moo,-oe +®P 1080 5HELDUZNE ROAD 8054 SOUTH DURLINCGTONW51. GOOD x—T/ SITE PLAN 1 l ` 1 I CATCH DA51N RIM 205.05' INV. OUT • ZOO.n' N N N N III I I 1 I 01' L � 1 GRAPHIC SCALE IINVOUT • XXX a ( O7 FM) I im6 - 20 fL LEGEND PROJECT DOUNDARY -- -- SETDACK EDGE OF rAVEWENT TREE LIPS —_ -- --.--- CONTOUR MAJOR — -- CONTOUR MINOR LIGHT POLE UTILITY FOLE 0- GUT WIRE 0 TRAFFIC POLE D TRAFFIC LIGPRS ',�,• WATER HYDRANT w GAS VALUE WATER VALUE BCA ""°°°""" "" "" PROPOSED GOODWILL 4-20-09 ww.0 O acrwR.cw¢nr "m, OPLEARY—B 1060 5HELDURNE ROAD 8054 SOUTH 60RLINGTON f CIVIL ASSOCIATES, PLC JD „; r EXI5TING GONDITION5 2 STADLER I IF. hors a�+s asir —p—d CN— "_e, LMN Wet Loon • LY M bICAA1e0 SS^2 r),W.H41s' ep 7¢a'°+PS, 9060r}irlH jTj- MH, S6126XE S37=*WRH (1)26w TBX SaTm (1) T 00m HIPS' (1)7OW MH' SD732XE sC mmwHwH(1) 100,V MH I (1)32w TBX sarm (7), L43e HIPS' S37791KNITH(1) 175W MH' Badlr.W Nm bYItY �� "A -rap f�M kl tWlad AocasorMa Rerrnte MwrR Battery Part No' ` rN iAmvaT.=atli;m' 26w - 32w Electronic 13005 RA"�. Fal'mR.' II t F1 w.'t RaPla<alneM Parts Part NO IF CLaatz! 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Can ;4203 �."Nxv.�maes.,vl: rmlgalmawm'uane. nw 1onw�Mx, oqq a lsgar �ws �PgRml®c1.CW .gngmen..Byey 'DW—;Lbm'Mi AWWl A� '125 E'LiBW P!irN 'xiW� NIFrt War CaWO it -la aaataYr SaW An, hmV vmllalR abq su0preo.'ve,Aie @si,q 'alarc!pn ut Ls mJS.6 r. w br Imallasaamae'bl,we <¢ !i'� w mm B �LD/AMMgIIm.Nrsy¢ YdaB: AVim�tlm'�18fr8'/ZfJ1SM aK7ME ¢L'�916.190q FAR {7@JMH.1M ,,,,N RUUID LIGHTING �»a w.aan.M.. 9 �— THE CONTRACTOR SHALL NOTIFY 'DIGSAFE• AT 1-6B8-DIG-SAFE PRIOR TO ANY EXCAVATION. S O 4o BA LD WIN A VENUE GRAPHIC SCALE ( 01 FRET ) 1 inch = 20 tL 0 V IN N V LL i- G V C V1 O += ac _ N � ( av I p� .Qlr`I ( I I I s6r26yo'E LEGEND PROJECT BOUNDARY 5ETDACK EDGE OF PAVEMENT �J TREE LINE C,ONTOIAR MAJOR CONTOUR MINOR LIGHT TOLE qa UTILITY TOLE O GUY WIRE O TRAFFIC, POLE TRAFFIC, LIGHTS WATER HYDRANT W 6A5 VALUE WATER VALUE TTr LA RUUD LIGHTING 12 WAC6B BOW METAL HALIDE 15000 20 POLE MOUNT —217 0.60 2 2 [}O RUI/O LIGHTING IB WAC,615 C50IN METAL HALT 6000 20' rOLE MOUNT 0.60 3 J MGPHILDEN LIGHT OLD& .MW X)4/106/416-MT-1042TKF FLUORESCENT 42 T 3200 6' WALL MOUNT 0.60 7 4 GOOrER LIGHTING GEILING -F' 11 100 6000 10' CEILING MOUNT 0.60 2 METAL HALT. M200-23r IOOW METAL HALIDE BCA Oar cW.wc E3 nieaaaalmr C3 as o noA1RPT O'LEARY—BUiM JO � CIVIL ASSOCIATES, PLC r GCa�ioM1E oH1£. 9lrE I r Rp1F� PROP05ED GOODWILL :=20-OB 1060 5HELDURNE ROAD SOUTH DURLINGTON Jov 8054 e6s4-s1 LIGHTING PLAN RA a 3 1' TYPE III BITUMINOUS PAVEMENT 1 it w .PE II BITUMINOUS PAVEMENT SEE SITE PLAN FOR GRADING SHOIZLDER \ 9STATE SPED '2• DENSE GR DFArfRUSHRD STONE 704.G6 d AL 6' SAND, SAND Cl STATE 6PFC ii 01g3 , MIRAFI 5WX SEPARATION-/ CONTRACTOR SHALL NOTIFY ENGINEER TO INSPECT FABRIC OR APPROVED EQUAL SUBGRADE SOILS BEFORE PLACING ANY GRAVEL PARK I NCB AREA DETAIL NITS SEE MANUFACTLRERS DETAIL 5HEET5 FOR REVID PAT DOLT PATTERNS 2 FINISH GRADE 44 REDAR 4 HOR IZ. DAK5 W 3 VERT. 5TIRRLRS 46• 2' 5CH 40 PVC I LONIX/IT 24 6 LONG CORER GROUND ROD WITH 46 CORER WIRE FOR CONNECTION TO POLE TYPICAL L I &HT POLE FOUNDATION 05LAND) 1/2- RADIUS EMULSIFIED ASPHALT 1/4' RADIUS 6' 3,500 PS CONCRETE END AREA 0.94 S.F. 18' L-g•J NOTES 1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8' JOINT BETWEEN SECTIONS. 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO MSHTO DESIGNATION M-153 ( 1/2- SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANT-SPAWNG COMPOUND. CONCRETE GUK5 NTS DURABLE ARROW PAINTED WHITE NOTE: ARROW 5HA11 11F 51ZED TO MEET STATE 5PECIF ICATION5 PAINTED ARROW NTS 30" STO P W TO FLANGED CHANNEL GROUND STEEL POST VT. SHT. E-121 ALL JOINTS SHALL BE THOROUGHLY 5• THICK 3500 CONCRETE 4' TOPSOIL 12" 4"TOPSOIL 5' 4WZR - 12' CRUSHED GRAVEL BASE (VT. SPEC. 704.05-FINE) - , ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI -SPAYING COMPOUND. TYP I GAL SIDEWALK 5EGT I ON NTS 5' THICK 3500 P.S.I. CONCRETE OR OTHER APPROVED TREATMENT 12" 4-TOPSOIL VARIES SEE PLAN 24" SAND BASE (VT. SPEC. ilk ` '// i '/- 2• THICK DOW STYROFOAM SM OR EQUAL INSULATION BOARD 70},03 / ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPALLING COMPOUND. TYPICAL 51DEWALK 5ECTION ADJACENT TO bU I LD I NG NTS TB" RESERVED PAORtKING N VAN ACCESSIBLE OR TO jj�FLANGED CHANNEL GROUND STEEL POST VT. SHT. E-121 VAN ACGE550LE 51&N NTS SIDEWALK RAMP MTH TEXTURED FINISH SAT IDEWALK RAMPS SMALL BE INSTALLEDALL STREET INTERSECTERS CT NNERE NEW SI 50EWAlKS AND CURBS INTERSECT. • MAXIMUM DESIRABLE RAMP SOPE - I -In. V SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP SIDEWALK RAMP NTS RESSED yANDILAP PAKAIN1 sI- 5 Wi �E 9tD ALK l CONCRETE LORD IB �' NOTE- LINES 5HALL SE 4 W. :. 'k INT HANDICAP VAN AGG_ E551 BLEPARK I NCB N T': SHOWN AS NYLOM1 DA51N SEE I UCT1.RE OPTIONS FOR LT£EKWTE C-1t,URATIONS. ]% INSrELTION / �� R19ER Furl J PLAN VIEW I- -1<-s His• SEE rLtE 4-1 , ^PMVIK EaPAN31Ol J®li 0 D 4 D [GCREIE SEE NOTE 2 d d . q d • IEpWxG LAYER 4'-6' MIN 4'-6' MIN 4'-6' MIN NOTE: 1. It is sorry to a the m' dl.briians ahoen ILable for Me existing ground .dltlOns. 2. A m Crete strength of 140M PSI la endedfe The can Pete should be vibrated cto NITIAIt, air pockets. 3. EKPomioa and crack contrd 'pinta a, mended to prat«t the channel and the c Crete su Dune. 4. The fniahetl I- of the to [rote w-llat mast be app,,,. 1/8• above the top of the channel edge. 5. Refer to ACO'S latest imtallation instructions for Complete details. The surface drainage system shall be p6 Der concrete K100S honnN system with galwnixtl steN K-rails as manaf«verse by AGO Polymer Products, Inc., Chardon. OH, ran approsed equal. Comas shall be n.rufaaW,edI Wan yelyeate, roan Polymer concrete With an integ,olly cast -in galwnind steel edge H. The system shall be 4 Inches (100mm) naninal meld. width with a 6.1 in. (155mm) owr II width and a built-in lop f 0.6 MI chanmla shall ore interlocking with a male/female pint. Each channel shall how preformed 4 in. (100mm) ,ountl and 6 1,. (1 SO-) owl drill -outs on the bottom fo,vaticol c nection with underground piping. Grate type Shall be al -tile rah and ,at the opprW-1, to meet the system load class li t shall ail secured 0 m of either a b.Itlea. I«Min uicklak' device o «iBed and Intended a cation. G,a es g 'Q w m r r. n I n rate enan ore ma. «a.ntl [donee to meet the a «Toes DIN 195e0 load [w... I«kin bolt and bar. Cnan s a d p 9 9 P Y Polymw Concrete null haw m Lariat Properties f: omaprNsiw strength between 14,ODD-14.500 pill; Rerural trend th between 3500- 451H1 pad; tee, a strength of 1500 pill. The material w ter aaeorpllon to naholl not e[ceed 0.I % by reight are ah l w re.Ktont to prolonged ..it elpoa,re, repetitive front [y W, and chemically realetont rto dilute acid, and olkalle. The system snail be irMolled In «cadence with the manufacturer's imtructiana and r«ommendati TRENCH DRAIN DETAIL NT5 24' �Fl�� B AS REpUIREDIDrrAss AVERT IFT -I" LE 1 PROFILE VIEW MOTEL 4 MA PIFE DIA. SIEVE 513E rMTICLE SIZE k:W R" ED Ow RATEINLET / ILF51 OUTLET 1 OUTLET ORIFICE 1 ELEVATION LNAAIT .T61OW40 36' 200 OOOTS 1 0.7 XX DENOTES A 61-rA55 513E OF D•. D. III. 24. 307. 36' 42' 467. OR GO" XXO DEVOTE5 LNITS W/GJT A 6Y-M55. • BLEVATION -ARE FOR UNITS WITf10OT A DY-rA55 IS 2' AD5 PIPE WATER QUALITY CHAMDEK 10" DUCTILE IRON GRATE STANDARD GRAIN AREA - 297 SO. INCH OR It' GRATE NOM5, L CA5TI% ARE RATED FOR LIGHT MHOR LOAD TRAFFIC 2. DUALITY- MATERIAL SHALL LOflORM TO ASTM Me - LLA55 30D 3, PAINT- 1ASTIN65 ARE -I- WITH A DLALK PAINT INLINE DRAIN AND GRATE DETAIL GENERAL GONSTRUGTION 5PEGIFIGATION5 1) UTILTY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE SOURCE AND MAY OR MAY NOT BE OTHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY. PUBLIC OR PRIVATE. SHOWN OR NOT SHOWN HEREON. CONTRACTOR SHALL VERIFY NEW TAP LOCATONS AND SHALL CONNECT ALL UTUTIES TO NEAREST SQURCE THROUGH COORDINATION WITH UTILITY OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOUTON AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT. AND STRUCTURES NECESSARY TO COMPLETE THE WORK UNLESS NOTED ON THESE PLANS. CONTRACTOR SHALL REMOVE ALL TRASH FORM SITE UPON COMPETON OF CONSTRUCTION. ANY SURFACES, LINES OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO A CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION. 3) SEE DTHER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL DETAILS, REQUIREMENTS AND SPECIFICATIONS. 4) ALL WORK SHALL BE IN ACCORDANCE WITH THE 1990 VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE TOWN PUBLIC WORKS SPECIFICATIONS. AND THESE PLANS. 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NOTE K ABOVE. ALL EXISTING PAVEMENT MARKINGS CONFLICTION WITH THE NEW IMPROVEMENTS SHALL BE REMOVED BY GRINDING OR BURNING. 6) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL Tel CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, PEAK -HOURS AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIVITIES. IF DEEMED NECESSARY BY THE OWNER. MUNICIPAUTY OR ENGINEER. A UNIFORMED TRAFFIC CONTROL OFFICER SHALL DIRECT TRAFFIC DURING PEAK HOURS. TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL BE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND TOWN STANDARDS 7) THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING MAT THE MST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND 'MIEN DEEMED NECESSARY, ME CONTRACTOR MILL BE REWIRED TO WET SECTIONS OF THE CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE. OR SWEEP THE ROADWAY WITH A POWER BROOM FOR DUST CONTROL. 8 THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE IN STARING ANY NORK, CPAVEMENT BEGINNING E INSTALLATION OF ANY UTILITIES, MES, BRINGING IN ANY NEW GRAVEL OR STOVE FOR ORE NEW BASE. PARING, ALL TESTING, AND FINAL INSPECTION, IN ORDER TO ASSURE COMPLIANCE WITH THE PLANS 9) PRIOR TO BEGINNING CONSTRUCTION, ALL MATERIALS SMALL BE APPROVED BY THE ENGINEER. To) ALL FILL SHALL BE PLACED IN 5 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM OEM STANDARD PROCTOR, AND SHALL BE TESTED AT 50V INTERVALS. UNLESS OTHERWISE SPECIFIED. 11) BACNRa UNDER PIPES IN FlLL AREAS SHALL BE COMPACTED TO 95X OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. A MINIMUM OF TWO (2) COMPACTION TESTS SHALL BE TAKEN AT THE CONTRACTOR'S EXPENSE, UNDER EACH RUN ON PIPE PRIOR TO INSTALLING THE PIPES THE PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS 12) THE HAYBALE DAMS SET FENCES AND DITCHES SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR AFIFN EVERY RAINFALL OR AS ORDERED BY THE ENGINEER UNTIL ALL DISTURBED AREAS HAVE BEEN PAVED OR GRASSED AND APPROVED BY THE ENGINEER. THE MAINTENANCE OF THE EROSION CONTROL DEVICES WILL INCLUDE THE REMOVAL OF ANY ACCUMULATED SEDIMENTATION. 13) THIS DESIGN MUST SE INSPECTED BY O'LEARY-BURKE CIVIL ASSOCIATES. PLC, ESSEX JUNCTION, VERMONT. TO ENSURE COMPUANCE WITH THESE PLANS OYEARY-BURKE WAIVES ANY AND ALL RESPONSIBILITY AND UABILITY FOR PROBLEMS THAT ARISE FROM FAIL BE TO FOLLOW THESE PLANS SPECIFICATIONS AND THE DESIGN INTENT THAT THE PUNS CONVEY, AND FROM FAILURE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT THE WORKS AND TESTS IN PROGRESS 14) ALL SIIIPES, DITCHES AND DISTURBED AREAS SHALL BE GRADED SMOOTH, CLEAN AND FREE OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE. 15) SEE ARCHITECTURAL PLANS FOR BUILDING Ga UnON RSQonMWrrS IIATERAL I+ERCAE"T ((ICI P SAND CUSHION - IT SPEC 703.03 Y 1. x n 9G-,DD x n la-lGD x F4 .11. x AIDD 0-20 x FXX - 011AVT1 FOR SUBBASE - IT SPEC 7.04 N 20-.a x A10D D-12 x #2DD o-ex CRUSHED GAVEL FOR SUBBISE IT M 704.05 2• ,rr ,at x Hlo-,aD x #4 o-eD x pe. -12 x /2W Dex DENSE GADm MISHED STGE 3 tn• 1. x yr 9'EC 7G.oa S Ro-trox 2• 7Yt0aI ,• 1/2' 50-IKA o-eDx I4 IS-- /2DD CLEANED AND EXISTING COATED WITH PAVEMENT PRIOR TO PAYING IT. PAYING EMULSIFIED ON ONE OR ASPHALT PRIOR BOTH SIDES NOTES: TO PAVING 1'-0' CKNESS OF EXISTING PAVEMENT OR 1. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. THI MIN - A MINIMUM OF 1 1/2' OF TYPE 111 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. OVER 2 1/2- OF TYPE II BASE COURSE CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOUD \\\\\\\ \ -. _ __ \\\O\\\\\ PAVEMENT. -NEW BIT _-GONG. 3. BACKFILL TRENCH IN 6' UFTS AND COMPACT EACH LIFT TO 95% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE o _ - CONTENT Al DETERMINED BY Al- D1398 STANDARD PROCTOR. ' - iONICKNESS OF EXISTING GRAVEL EXISTING1. 'OR 18' MINIMUM DENSE GRADED 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SHEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. GRAVEL. SASE,"� CRUSHED STONE PER Vi STATEF SPEC. 704.DS 5. APPLY UOUID EMULSION (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON BOTTOM OF THE HOLE. 6. PLACE TYPE It BASE COURSE OF PAVEMENT A MINIMUM OF 2 1/2• THICK. A31111/ Dnrr HFnslw Br REPLACEMENT 0 FILL TOP OF HOE WITH TYPE III BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN Y. FINAL E OBCA DA E TRENCH EXCAVATION ~ LIFT SHOULD L 1/2' TO 1' ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTION ,N`�t 3, 6'L! �O OBLA O REcaaD mAWAc C3 F,W2XMuwr PROP05ED GOODW ILL 4-20-OBI F THE PATCH IS LEVEL VATII THE EXISTING PAVEMENT. EACH LIFT SHOULD BETHOROUGHLYHASSHOWN COMPACTED WIT A 4 G sw W SKE M taNtEPT VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT IS TO 20 4 iv No. W54 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE �� ` 6477 � ""� Pip 1 HOBO SHEL6URNE ROAD EXISTING BITUMINOUS PAVEMENT NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS a -- O LEAK 1 -D 50UTH 6URLINGTON THAN 1 S.F.). �`• \ RHP 8054-S1 --- - - :;✓ '" �� „I� CIVIL ASSOCIATES, PLC PLAN 3HEET A J NTS 6. CLEANUP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY �r ONI L �� SA. Pip ,mFYXMTEOxVE.SXTEn DETAILS SIGNS AND DEVICES. AA21RII2Axx s�A�E ��Or � 4 '\ AS -NOTED Rene \ NOTE: WATER LINE SEPARATION SEWERS SHALL DE LAID AT LEAST 10' HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN AS MEASURED EDGE TO EWE. WHERE IMPOSSIBLE OR IMPRACTICABLE TO MAINTAIN THE 10SEPARATION THE WATER LINE MAY DE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF IN THE SEWER TRENCH PROVIDED THAT THE DOTTOM OF THE WATER LINE 15 AT LEAST 15' ADOVE THE TOP OF THE SEWER LINE. WHEREVER IMPOSSIBLE TO MAINTAIN THE 15" VERTICAL SEPARATION TIE SEWER LINE SHALL BE CONSTRUCTED TO NORMAL WATER LINE 5TANDARO5 AND PRESSURE TESTED TO 50 PSI FOR 15 MINUTES PRIOR TO DACKFILLINRX. NO LEAKAGE SHALL DE ALLOWED. NOTE: WATER LINE GRO551NG5 5EWER5 GROSSING WATER MAINS SHALL DE LAID BENEATH THE WATER MAIN WITH AT LEAST Is'OF VERTICAL CLEARANCE BETWEEN THE OUTSIDE OF THE WATER LINE AND THE OUT5I0E OF THE SEWER. WHEN IT 15 IMPOSSIBLE TO MAINTAIN THE 16' VERTICAL SEPARATION; II THE GROSSING SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF SEWER IS CENTERED ADOVE OR BELOW THE WATER LINE WITH THE SEWER JOINTS AS FAR AS POSSIBLE FROM THE WATER JOINTS 21 THE SEWER PIPE MAST BE CONSTRUCTED TO WATER LINE STANDARDS FOR A MINIMUM DISTANCE OF 20 FEET EITHER 51DE OF THE GROSSING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER IS GREATER 31 THE SECTION CONSTRUCTED TO WATER MAIN STANDARDS MUST BE PRESSURE TESTED TO MAINTAIN 50 P51 FOR B MINUTES WITH NO LEAKAGE PRIOR TO DACKFILLING DEYOND ONE FOOT ADOVE THE PIPE TO A55URE WATER TIGHTNESS: 41 WHERE A WATER MAIN GROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL DE PROVIDED FOR TIE SEWER TO PREVENT DAMAGE TO THE WATER MAIN. CENTER ONE LENGTH OF PIPE OVER SEWER NEW WATERLINE NEW SEWER PIPE (ONE LENGTH CENTERED ON WATERUNE) NEW WATERLINE CENTER ONE LENGTH OF PIPE UNDER SEWER WHERE SEWER MUST BE LAID ABOVE WATER MAIN: A) SEWER PIPE MUST BE CON- STRUCTED TO WATER MAIN STANDARDS FOR A MIN. DISTANCE OF 20 FEET EITHER SIDE OF CROSSING. 8) SEWER PIPE SECTION CON- STRUCTED TO WATER MAIN STAN- DARDS MUST BE PRESSURE TESTED TO MAINTAIN 50 PSI FOR 15 MINUTES WITHOUT LEAKAGE. C) ADEQUATE STRUCTURAL SUP- PORT SHALL BE PROVIDED FOR THE SEVER TO PREVENT DAMAGE TO THE WATER MAIN. SEWER / WATER SEPARATION DETAIL FOR CK0551N65 NTS BACKFILL WTX EXCAVATED MATERIAL TIN R LY COMPACTED 1R e• LIFTS THE . OR OF TRENCHES a FT. OR MORE IN DEPTH a PI.ACE 4 TI AN e' GCE a' 1. IS SM.B E BRAND. IS S ENTERED BY PERSONNEL SHALL BE SHEETED OR s �m FOR BURIAL DYER PIPE. I& IK. D GSE SHALL TIE PIPE IHAVE SLOPED TO ME ANGLE OF REPOSE - - - - - - - - - - - - LESS THAX 5' OF COVER OVER THE CROWN 12' APPROVED ROCK FREE BACKFILL MMOUGHLT D' IS OUTSIDE COMPACTED IN 6• fi' DIAMETER OF PIPE) LIFTS (NO STONES - - - - - ----- LARGER THAN 1 1/2• THE CONTRACTOR SHALL AT DIAMETER) ALL TMES KEEP THE TRENCHES ENTIRELY FREE OFI WATER WORK UNTIL ALL FlSHED BM AND READY FOR ACKFlWNG BEDDING SHALL BE TOR SAND COWIN A GRAVEL OR SAND FOR D.L.D.I., AND 3/4' STONE FOR UNDISTURBED SOIL PVC TYPICAL WATER TRENCH NITS E 4 6' B' 12' 1 4 9 4 B 17 [E-NOCAPS 9 1fi 35 6 11 25 3 3 3 SO FT BEAMING AREA BASED ON 100 PSI WORKING PRESSURE PLUS 100 PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 1000 LBS/SO FT 3500 PSI 3500 PSI CONCRETE CONCRETE I END AREA BEARING AGAINST END AREA J�a BEAR' G UNDISTURBED AGAINSNT SOIL UNDISTURBED SOIL TYPICAL TE65-DBADENDS-CAPS TYPICAL BENDS NOTE: PLACE 4 mil POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST 5LOCK END AREA N'S BACKFILL NRTH \ EXCAVATED MATERIAL \\ I INSTALL A MUELLER VERTICAL GOOSE I H-15008 CORPORATION STOP NECK LOOP III OR EQUAL II II WATER MAIN TYPE Y COPPER SERVICE WATER 5ERVICE DETAIL NT5 3 STATIONARY ROD - DO NOT INSTALL IN PAVEMENT MUELLER H-10350 CURB BOX OR APPROVED EOIIAL MUELLER B252D9 CURB STOP OR APPROVED EQUAL 4' X 12' X 12' SOLID CONCRETE BLOCK CLEANOUT FRAME & COVER LCBARON R-808 OR EQUAL SHORT LENGTH OF PIPE -� AS NOTED ON PLANS 45' BEND CLEANOUT DETAIL NT5 2500 PSI CONCRETE USE 4' DIA. PVC PIPE TO MARK LOCAYON AND DEPTH OF SEANCE CONNECTION EXTEND FROM PWG TO 2' ABOVE FINAL GRADE FOR SANITARY LINES, IF COVER IS LESS TNAN 5 1/2'. PUCE a• THICK INSULATION BOARD WHICH 10 IS SUITABLE FOR BURIAL - PIPE IN NO CASE SHALL TIE PROPERTY LANE COVER BE LESS THAN a' OR EASEMENT OVER THE CROWN. BWNDART TEMPORARr e• MINIMUM PLUG SERWCE SDR 35 PVC SEWER N 5� ][Y'SDR ]5 PVC NOTEI SW Eo FITTNG WR 35 PVC WYE SEE SEWER TRENCH DETML MAIN FOR SEWER MAIN AND SERMCE BEDDING DETAILS SANITARY SEWER 5ERV I GE CONNECTION NT5 I I UNDISTURBED SQL BACK FLL MTH APPROVED EXCAVATED MATERIAL IN DUGHLY COMPACTED IH e• LIFTS i \ Zr THE SIDES OF 1NE4CXES i0R S10RM U.S. lFef MA 4 FT. OR MORE IN DEFT" ENTERED BY PERSONNEL BOA -IS SHALL BE SHEETED OR FOR BIMIu OWR PIPI SLOPED TO THE ANGLE OF REPOSE 12 - - - - - - - - - - IN uO CASE $MALL T//I HAW LEIMA14 CR<Y APPROVED ROG FREE BACKFILL DIOIIDUF41Lr CdIPACIED IN e• (W IS01— um (No STONES GRGER TIAX 1 1/2' R OF P dAMETEa PIPE) tlAYE ER) O TIE TIMESKEEP S `I _ALL TIMES KEEP THE ENTI FREE W I UNTIL ALL WORN IS AL AND READY fYM BAf ` 3/4• s—E BEDDING TYPICAL SANITARY + STORM TRENCH NT5 �: OBCA o RED OTAMNG o PREI,INNARY 0.1. , 1 rya, nNA O sY TDI/roNCLPT ` Dt ' 5477 v" P. O'LEARY-BURKi X ( ��A2E fl EMMM l REIP RNP PJD CIL IL .ASSOCLATES, PLC I GMPF..sx1F.I AS-NOTEDero-res9 m �w•+e.�rl PROP05ED GOODWILL 4-20-D9 1060 5HEL5URNE ROAD 8054 SOUTH BURLINGTON Sia^— 8054-51 DETAIL5 PGNS , A I I 0 I O.H.W. I ' 8 PRINCETON ELM 40' ON CENTER OFFSET 1'IN51DE PROPERTY LINE e SNOW STORAGE EXI5TNG HEDGEROW REMOVE DEAD AND DAMAGED TREES PRUNE DEAD AND DAMAGED LM55 FILL GAPS WITH PLANTS FROM ON -SITE TRANSPLANT NUR5REY 3 HAWTHORNE 4 ARBORVITAE 1 MAPLE 2 MONEYLOGUST 4 MISCELLANEOUS MULTISTEM SHRUBS ii . ��I% a ►� ''� •�� I �i�ht� ► • �� 1 � `F4o 1� � it// ► � T� I 11�// ��V �\ ► i / � 1� ,TI�lI 1 All, Rom IT ••%'a� ': :I `� 3r. PACHYSANDRA UNDERLAY WITH wrrD BARRIER 11 WARP FOTMERGlJ_A WASHED STONE MULCH NORTH SIDE ONLY ■ I�3' ON CENTER STAGGERED REFER TO SHEET �. FOR TREE PRESERVATIONPROPOSED GOODWILL STORE • r.�� I JAPANESE TREE LILAC ■ , o TRANSPLANT FROM ON-51TE OFFSET 5, FROM EDGE OF SIDEWALK -6 Lmlr a ARBORVITAE EXI5TNG MARE '5' 4' ME)GHT 4.STING MAPLE 4* CAL. EX15THG MAPLE 8' CAL. BALDWIN AVENUE EXI5TNc MAPLlE 5' CAL. EXISTING WMTf PINE 9' CAL. PLANT 5CHEDULE — GOODWILL OiIANDIY COMMON NAK BOTANG IMAM E SEZ WYE 8 PBEETON an IAr - r W ' 2' CAL. D.& "ATOM 4 CMANICLmR CALLORY PEAR Pf_ CAWy.. -h-* .r 2. OAL 6.8 4 SARGENT GRMA1RL N.• •r9WNA 2' CAL 0.8 20 DARK GREEN ARBORVITAE kt ft. W. e0' 048 3 JAPANESE TREE LLAC Sr p r wd. Way Nb' 2' 048 5 DWARF FOTNCRGl i A F9Nrpt. prd" 35' CONT. 17 MOSTA N.4 •WA. -' PW Vmt.- 2 YEAR CONT 70 STCUA DGRO DATLLT Mir� "S D'— 2 YEAR CONT 236 FACHYSAMDRA Frly..tr. tt,.✓r aNE ROOT --- 12 SMERAN CARPET 14 rdbbN d.cw.t. 18' CONT ON-SNE PANT MATERIAL TO K TRANSPLANTED TO NEW ON -SHE LOCATIONS 1 NAPE WTI Am" GROLI D C" 5' CA. MOVE TOFLTIOR 1 HONEY LOCUST 5. m 1 MONETLOCUST 2• CAI. 3 MWTMORE. MLLTISTM 10' HEI M 4 ARBORVITAE 4'-5' HEIGHT 1 AtdANCHIM MLLMTM 8' HEIGHT 4 N8CG1ANfM% PLrSTM SHMS 8'-Iw ON -SITE MLANT MATERIAL TO K PRESERVED AND PROTECTED N ORGJIAL LOCATION AT EALDIYN AVE 250 LF ARBORNTK MEOGL 1S' HEIGHT 1 MAPLE 10' CAL I MA U 8' CA. I pvMz e• GL. 2 MAPLE 5• CAL I PALE 4' GAL I WADE PIC 9• CAL ON -WE PANT MATERIAL TO K PRESERVED AND PROTECTED H ORIGINAL LOCATION AT MOM PROPERTY IRE I PAPLE 12' CA. I APPLE TWIN 8' OIL S AROdMTK S' HEGHT 2 SPMUOE 5, OIL CATAMOUNT SUPREME MIX 5EED NAME Z OF MIXTURE MNMJM GERMINATION LIBERTY KENTUCKY BLUEGRASS 25Z-35Z 85Z VICTORY GMEWNG5 FESCUE 20Z-30Z 55Z PERENNIAL PEREAL RYEGRASS 2OZ-3011 913% SPAR AN HARD FESCUE 15Z-25Z 90Z MT MATTER LESS THAN 3Z WEED SEEvs LESS THAN O.LE ENDOPITTE ENMAMCED FOR INSECT AND DISEASE RESISTANCE APPLICATION RATE 15 5 POUNDS PER 1000 SF T•KI. TK Landscape Architect, 1aoxAPE AGTPDCTIAE a WIE PANRc 133 BIAKELY ROAD. SUTE 203 LOLCME5TER. VERMONT 05446 Oi VCE FAX- 802-864-7843 E-MAL- trry.fkWiKLp o....., NOTES 1. PRIOR TO CON5TRUCTION. THE CONTRACTOR SHALL CONTACT DIG -SAFE • 1-888-0IG-5AFE AND THE PROJECT OWNER TO VERIFY THE "A5-BLLT' LOGATON5 OF UNDERGROUND UTUIE5. THE CONTRACTOR SMALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND DUSTING CONDITIONS. THE LANDSCAPE ARCHITECT SMALL KEW PROPOSED MODIFICATION TO TMS PLAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND DUSTING SITE COWMONS. 2. SITE PLAN PREPARED BT- O"LEART BURKE CIVIL A550GIATE5. PLC 1 CORPORATE DRIVE. STATE 1 E55EX JUNCTION. VERMONT 502-878999D 0bc.•0kryb .— REVISION5- LANDSCAPE PLAN GOODWILL 1080 5MELBURNE ROAD SOUTH BURLnGTON, VERMONT TK PROJECT 0905 5-11-09 $GALE AS SHOWN L-1 Proper Tree Planting Diagram FArl,ow LfM[ •�-1 DrsW111F I�r Brarthce RwNRAs ass krelmN� bW 1 A2�rerpr'X: Nut pelf r t,vroa caL tip AM M:.n .i the Pil. ricer .ee�atmrq Fe N rtM ,x r. Ponirtmrc aW PaeeiAleA k, 'n BaB/�y Cuu aM foW y fUkn `N[LY h4N1 P fl.. M halt .•� Gu� m4 mna a8 lalth J r y ij Dlli stNL rr MN+ tt '1 ,4 / 1 Iaipi cytlRF nhAl !c ARAtIC � li !Art, 1 r.Icr�ry,ol- t r ww,v r4iMMA yr.Me. <hiF! eL11C�A.tid or sMA�r nne4M�K-T t IFwrlps N;ewe OeU hnm �.-r for of I, A H —$,,J lFr uL+Ung ._�++::..._:-e:_::._.2.._.: BNIAk A," eoA. WAur 5A uder batl NRI/euAled own of the tMnsugh!' w ,N rcol h.0 .vd hob wtlen u a� hw.-kfgh pctL- (b �rArr xtt;i,g g ml N^c"9'I ..._____ D rirLs kY JaNletw-.-..._- make ordy H aou hvc to. Uee 3"-wdr wehhng ehwpe and secux I'o e[wkro rMh caygAcge vArr. the wqe ehouN ha Ahk tR stick atrwight out from the otake —4 o[i tlw rxhhheB etrx.P uir, FrNvu.[ug tt 4om atlalAq darn the tree. Do not stake ghtly - Crcer gain enr,gl h tram mo.ercane. �.rernv Atl efakee alter NK yea. ec of trze wrap ie not reearronrrdN, � r[ ewueee n worker at rrnhknro tar th, uee. TREE PLANTING DETAIL SOUTH BURLINGTON SPEanCATION 1 NTS 3- LAYER OF SHRI 9' DEPTH OF TOPSOIL / CC �1 DAYLILY BED `'F NTS CONSTRUCT 3' SAUCER RIM AROUND EACH PLANT 3' LAYER OF APPROVED SHREDDED BARK MULCH CONTINUOUS LAYER WHEN USED IN SHRUB BEDS UNDERLAY WITH BLACK WEED BARRIER FABRIC LOOSEN. CUT. + REMOVE PLANT SHRUB BURLAP FROM TOP 2/3 AT SAME DEPTH OF ROOT BALL AT WHICH SHRUB MAD PREVIOUSLY GROWN BACKFLL WITH APPROVED TOPSOIL PLANTING MIXTURE G' IMtN1JM n 5HRU0 PLANTING G NTS GROUND COVER. BARE ROOT PRIOR TO PLANTING. SOAK ANWATER AND CAREFULLY SEPARATE ROOT SYSTEM 1' LATER OF SHREDDED BARK MULCH ADD 2 INCH LATER OF COMPOST AND MAX INTO THE TOP 5iX INCHES OF EXISTING 50L TREE PRE5ERVATION PLAN PRIOR TO BEGINNING CONSTRUCTION, 1. VISUALLY INSPECT ALL TREES AND REPORT ANY DAMAGE TO THE PROJECT LANDSCAPE ARCHITECT. 2. INSTALL TEMPORARY CONSTRUCTION rENGHG. AT A HNAM FENCING SMALL EXTEND 42- ABOVE FLASHED GRADE AND SMALL BE STAKED AT B' INTERVALS WITH STAKES EXTENDING 12- INTO THE GROUND, rfMCING MAY BE ORANGE PLASTIC NET PRODUCT OR SNOW FENCNG. FENCING SMALL BE OFFSET PR'♦" 10' FROM TREE TRUNK 3. INSTALL TEMPORARY SIGNAGE ON FENGHG. MINIMUM SPACING 25 FEET ON CENTER. MNMM SIRE 8 LEGIBLY DISPLAYED - PROJECT NAME NAMES AND PHONE NUMBERS ERS OF OWNER. CONTRACTOR. PROJECT ENGINEER. APROJECT LANDSCAPE ARCHITECT. NOTES TREES INSIDE TH5 FENCED AREA ARE PROTECTED NO UTAUTMORQED ACCESS 15 ALLOWED i' X 11% VIM THE POLLOWNG INFORMATION CLEARLY AND NO PARKING OF VEHICLES OR TRALER5 15 ALLOWED USE OF PROTECTED AREAS FOR STAGING OR STORAGE 15 PROTECTED. REPAIR OR REPLACE SINS AS NEEDED THROUGH DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT. TRANSPLANTING 1. TRANSPLANT PLANT MATERIALS WITH A MECHANICAL TREE SPADE THAT 15 LARGE ENOUOGH TO FEET THE INDUSTRY STANDARDS FOR THE SIZE OF THE PLANT MATERIALS THAT WILL BE MOVED. 2. F THE PLANT MATERIALS ARE TO BE MOVED WITH EXCAVATION EQUIPMENT THE FOLLOWING ROOT PRUNING PRCCE55 SMALL BE FOLLOWED. ALL ROOTS GREATER MAN ONE NG1 ANTHEM SMALL BE CUT WITH A HANDSAW OR CHAHSAW. CUTS SHALL BE MADE CLEAN WITH NO TEARING OF THE ROOTS. 3. PLANT MATERIALS SMALL BE MOVED IMMEDIATELY TO THE FINAL LOCATIONS IF POSSIBLE. "ERE THAT IS NOT POSSIBLE. THE PLANT MTEIBALS SMALL BE RELOCATED TO THE TEMPORARY ON-5NTE NURSERY SHOWN ON THE SITE PLAN. 4. RANTS STORED INTHE TEMPORARY NURSERY SHALL BE HEELED INM AND THE ROOT BALLS SHALL BE COVERED WITH A N1M IM 4' OOF SHREDDED BARK MACH. A TEMPORARY IRRIGATION SYSTEM CONSISTING OF SOAKER MOSES AND A TIMER SMALL BE INSTALLED TO GVE THESE PLANTS ADEQUATE WATER. ROOT EMANGER5. MYCORRYZAL NNOCULANTS. AND UQLD FERTILIZER SMALL BE APPLIED TO THE ROOT BALL5 TO STIMULATE NEW ROOT DEVELOPMENT. APPLY N ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ENCROACHMENT PENALTIES AND REMEDNTION 1. FIES SMALL BE ADMINISTERED r0R ENCROACHMENT INSIDE THE PROTECTED AREAS. Ir THETEMPORARY FENCES ARE BREACHED BY A CONTRACTOR OR SUBCONTRACTOR, A FIVE HUNDRED DOLLAR FM SMALL BE CHARGED TO THE GENERAL CONTRACTOR FOR EACH ENCROACHMENT. 2. F A TREE 15 DAMAGED AND REPARABLE. A DETERMMAnONSMAUL BE MADE BY THE LANDSCAPE ARCHITECT. THE OWNER SHALL HAVE THE TREE($) REPAIRED BY A QLAUFED ARBOBST AT THE CONTRACTOR'S EXPENSE. PLUS THE CONTRACTOR SHALL PAY THE 6500 FINE. 3. F ENCROACHMENT CAUSES RREPARABLE DAMAGE TO A TREECS). AS DETERMINED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REPLACE THE TREE(5) WITH TREES OF EQUAL TRUNK DIAMETER AND SPECIES. FOR EXAMPLE. F A TEN HCH DIAMETER TREE 15 DESTROYED. IT SHALL BE REPLACED WITH C2) FINE NCH DIAMETER TREES OR C5) TWO NGM DIAMETER TREES. THE OWNER MAY ELECT TO RECENT A CASH SETTLEMENT EQUAL TO THE VALUE Of THESE TREES N LIEU OF PLANTING. 4. N 50L AERATION SMALL BE PERFORMED IN PROTECTED AREAS THAT HAVE MEN COMPACTED FROM VEHICLES. MATERIAL STORAGE. OR CONSTRUCTION EQIFMENT. AREAS SHALL BE DETERMINED BY T r LANDSCAPE ARCHITECT. SOL AERATIONSMALL BE PERFORMED WITH A MECHANICAL PLUG AERATOR. PLUGS SHALL BE CRUMBLES AND RAKED INTO THE PLLUG HOES. 5. WAIVERS FROM THIS 5PEGFICATION MAY BE GRANTED BY THE LANDSCAPE ARCHITECT IFME HE DETER$ THAT IT 15 NECESSARY AND ANTHE BEST INTERESTS OF THE PROJECT ENCROACH THE PROTECTED AREAS TO PERFORM LIMITED WORK N THE VICINITY OF PROTECTED TREES. TREE PRESERVATION PLAN J n GROUND COVER BED T•E TK Landscape Architects IAIDecAPc + ,IR P ANIM 133 BLAImY ROAD. SUN[ 203 COLCLBTOL VEAtONT 05HG VOICE + FAX- SM-86 -7dt3 E-NAL- twrtyefAlRticaR 0 canon m w uarx eew¢n rc NOTES. 1. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT DIG -SAFE • 1-888-DIG-5AFE AND THE PROJECT OWNER TO VERIFY THE 'A5-BELT' LOG TONS OF UNDERGROUND UTLTRS. THE CONTRACTOR SMALL NOTIY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING CONDITIONS. THE LANDSCAPE ARCHITECT SHALL REVIEW PROPOSED MODIFICATIONS TO THIS PLAN AND MAKE RECOMMENDATIONS AS HEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING SITE CONDITIONS. 2. SITE PLAN PREPARED BYr O'LEARY MURK E CIVL ASSOCIATES, PLC 1 CORPORATE DRIVE. SLATE 1 ESSEX JUNCTION. VERMONT 802-8759990 abcewb-ybw+— REVISION5- LAND5CAPE DETAILS GOODWILL HOBO SHELBRNE ROAD SOUTH BURLNGTON. VERMONT TK PROJECT 0905 5-11-09 SCALE AS SHOWN L-2 i i DEVELOPMENT REVIEW BOARD JUNE 2, 2009 PAGE 3 Mr. Dinklage noted that the front yard coverage is not in compliance. Mr. Belair said to bring it closer to compliance would result in the loss of parking spaces. Mr. Behr asked what the fence will look like. The applicant said it will be rough steel, like the existing fence, with some metal sculpture. It will be mounted on poles buried in the ground. The approval motion was amended to add a stipulation requiring the removal of the snow storage area from under the Velco lines. Ms. Quimby moved to approve Conditional Use Application #CU-09-03 and Site Plan Application #SP-09-41 of Magic Hat Brewing Co. subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 8. Preliminary Plat Application #SD-09-25 and Final Plat Application 4SD-09-26 of 1080 Shelburne Road, LLC, for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 16,528 sq. ft. retail building, 1080 Shelburne Road: Mr. O'Leary said this is a 1.71 acre parcel formerly used as the Tuscan Kitchen. He showed the location of the existing building on the plan. The proposed building is for Good Will, and will be about 16,000 sq. ft. with a loading dock in the back. The building will face Shelburne Road. It will use municipal water and sewer. There will be sheet drainage to swales and then back into the Baldwin Avenue storm water system. The building will sit 35 feet back which is 9 feet better than the existing building. They are asking for a waiver of 15 feet from the required 50-foot setback. They are within the setbacks on Baldwin Ave. In answer to a question, Mr. O'Leary said there are no longer any underground gas tanks on the property. The building will have a sprinkler system, and there is a hydrant in front. 83 parking spaces are required. They are proposing 63 with the required 3 handicapped spaces. The existing sidewalk will remain. There will be no dumpsters. All trash and recyclables will be stored in the building. Ms. LaRose said staff has a question as to whether the landscaping requirement is being met. She asked for a planting detail for the islands. Mr. O'Leary said the existing sign straddles the right-of-way line, and they would like to continue to use it. DEVELOPMENT REVIEW BOARD JUNE 2, 2009 PAGE 4 The applicant distributed pictures of what the building will look like. They showed a representation of the Shelburne Rd. fagade and the north elevation. Mr. Dinklage said the fagade from Baldwin Avenue will need some landscaping to pretty it up. Mr. Dinklage noted there will be a lot of pedestrian traffic coming to the building. He questioned whether the crossing is adequate. Ms. LaRose said it is not a great crossing. Mr. Belair said the road is State regulated, and the applicant should ask the State for a pedestrian - activated crossing signal. Mr. O'Leary said they are willing to make that request. Ms. LaRose said the City will also make that request. Mr. Bresee of the Rec Path Committee noted there is a school right behind this site, and there is a program in place to encourage children to walk to school. He asked whether the school has been consulted regarding truck traffic, etc. Ms. LaRose said the school was notified. Mr. Bresee also noted a key issue on Shelburne Rd. is that the rec path stops at Imperial Drive. Mr. Behr asked for a "comfort level" regarding the parking waiver. The applicant said they believe they will have 40-50 cars in a peak hour. Mr. Behr asked what would happen in the event a new use went in with more parking required. Mr. O'Leary said they could get 6 to 8 more spaces, but not if they use tractor trailers for deliveries. Ms. Quimby asked for more detail on the structure near the rear. Ms. Quimby then moved to continue Preliminary Plat Application #SD-09-25 until 16 June 2009. Mr. Farley seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 8:40 p.m. ��Vi �. Clerk Date VERMONT State of Vermont Agency of Natural Resources Department of Environmental Conservation (phone) 802-879-5656 Wastewater Management Division (fax) 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septic.vt.gov June i9, 2009 io8o Shelburne Road, LLC c/o Scott Rieley 118o Williston Road South Burlington VT 05403 RE: WW-4-o683-1, io8o Shelburne Road, LLC amend WW-4-o683 to remove restaurant and construct a 16,592 square foot retail building with forty employees located at io8o Shelburne Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on June 18, 2009, including a fee of $135.00 paid by check #6229. Under the performance standards for this program, we have a maximum of 45 days,of "in-house"time to review your application: If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management irnestine Chevrier Regional Office Coordinator . cc: South Burlington Planning Commission Paul O'Leary/O'Leary-Burke Civil Associates, PLC Regional Offices - Barre/Essex Jct./Rutland/Springfield/St. Johnsbury r southburlinoon PLANNING & ZONING June 18, 2009 Paul O'Leary O'Leary Burke Civil Associates 1 Corporate Drive Essex Junction, VT 05452 Re: 1080 Shelburne Road Dear Mr. O'Leary: 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 June 16, 2009 (effective 6/16/09). 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 mylar by December 14, 2009) or this approval is null and void. If you have any questions, please contact me. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7008 0150 0003 6150 6697 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 1 / EXISTING A• WATER M \ ONE-LU WAY LINE TO DE T / DO NOT ENTER fAND GAPPED 511N NYLOFLAST GD OUT m:oo I /10— MIT _ \ •) � g 15 _ NEW GONGRETE CURD GUTS WITH HANICNCAP 1 RAMS i AIWINJU Tb II TRDILFS I / / / / I e ' / I OT IEEW E DRAIN G0• / PROVIDE FRENCH GRAIN WITHIN 5-WALE I ' ' I Q _ B• NV OUT 10415 I - � II cc lit NS +W.l \ TO I I \ I i N N ry �L \ PORCH I 13 ru N N I I 01 rARRl is w° IV IN?IN DAYLIGHT PARKING II DIKE KAGK / I E I,�, 7 EDGE DRAIN /I \ V / 2 \ E Le DROP OPNOF AREA \ — Q WITH GAFr \ i -D I I I N LK -- � � � I•� � \ F•f \ I10, e\1 / I•A/`�' �/ I R 6' TALL LH10 A _ I t FENGE WITH RETAINING WALL C PRIVACY 51 \ EXISTING f.KENI GUT IT 011T r \ TO x REMOVED H FLOOR ELev _ N 1 ��.T�' \ I I I I sOgo' I I6 ,�92 3Tfl lh'ITH l i sw pig { I li LOCATE EXISTING SEWER SERVICE 1 SETDAGK a I, TRENrkt URAIN \I AND EXTEND TO NEW DUILDING 3 �1 9 EXISTING / / J $ `-_- NEW 6• PE O IN FR L L_ • ' 1 �_ Il 6 DR35 PV DO l� O.H. W, G GLpp DI I i _ erx�o NEW 0' IN XI.II BALD WIN AVENUE \ ND EXTEND 5 DEW^-K GRAPHIC SCALE OWNER & APPLICANT IN FE= ) 1 loch - 20 tt 1080 Shelburne Road, LLC. 1180 Williston Road South Burlington, Vermont 05403. Phone # (802) 862-2714 x21 LOC,,AT I ON MAP LEGEND PROMTY LINE __ ... ... __.. — — SETDAGK EDGE OF PAVEMENT TRW LINE -. GONTOUR MAJOR GONTOLIR MINOR LIGHT POLE `L UTILITY POLE P GUY WIRE O TRAFFIC POLE 0 TRAFFIG LIGHTS WATER HYDRANT GAS VALUE WATER VALUE Zoning Information Commerical 1 Automobile Zoning District Dimensional Requirements Required Proposed Minimum Front Yard Setback -Shelburne Road 50 Feet 36 Feet -Baldwin Avenue 30 Feet 30 Feet Minimum Rear Yard Setback 10 Feet 10 Feet Minimum Side Yard Setback 10 Feet 10 Feet Parking Spaces B3 62 Total Cov 70Max 68 Front Yard Covens - - -Shelburne Road o Max 3 0 -Baldwin Avenue 30 o Max 16% * The Property line information is from Pinkham Engineering Associates, Inc. Dated Jan. 22nd, 1986 Book 261 page 20 Plat 197/84 - 179 I � � � I - -,_.._ \ . �` APPROx L�OGATION `� -�' • �.. —�� +�' _ � �_ � ��\ � � � I OF LIX� ISTING o � / WATER SERVICE UISTNe -OUILDI FOOTPRININ > I \ Q S T GATGH DASIN Q 11\ ' I EXISTINGKIM II INV. OUT • 700.15 q 1 I I / 1 r I L _ _ _ r FOOTPRINT _ 1�Lu Ity \\ \ I L IE LE �I I J O C L / LOGATION OF EXI J / \ � OF EXISTING 1 WER SERVICE , LE6END OW-MPROJEGT DOUNDAKI 5ETDA1,K EDGE OF PAVEMENT TREE LINE !f CONTOUR MAJOR SEV21[ MANIgLE CATCH DASIN I — 1 RIM ELEV. • 204.56' RIM 204.Ef 77 -_..__ CONTOUR MINOR I INV. IN • FIE.67 \ 1 ( + INV. IN %XX INV. IN • 7UO.ilr / I IJ \ # LIGHT rOLE INV. OUT • X%X' . OUT 0.1f iii �, 10' TO TROUGH UTILITY POLE GUY WIRE ,J \ O TRAFFIC POLE I II I / 1 I rf TRAFFIC. LIGHTS Lw nip w # I 3 ` i' I 1lj WATER HYDRANT I� GAS VALUE WATER VALUE I 'cr ,1 \ 1 I I IXISTINGI SIGN I I e B• \ � I N CATCH DASIN i / RIM 7W.T4' O.N.W. O.H.W. SEWER MANiOLBALDE vV N AVENUE \ RIM ELEV. 104.04' INV. IN 19E.62" 1 � i INV. our • 1'IO SY I \ RIMFCA- DASIN C RIM • 204.4Y \ INV. IN 1Z567 0" -- iNV, IN NV. OUT M.37" ._ / GATU1 DASIN RIM 700.67 INV. IN 90710' GRAPHIC SCALE a OKA o o 4RM4. PROPOSED GOODWI KOAD ■ vrx � 92RNiuvm+r °R w OTEARY—BURKE 1080 5OUTHHDURLIINGTON IN FELT ""` 1 Inch - 20 <'Rm CIVIL ASSOCIATES, PLC fL STADLER aaxla,r Soaast Alumim ' &Orrze Die -Cast Alumlmlm HOueing • Clear Tempered Glass Lens • ETL LVW Wet lcoation Lamp Included SD0 (1) 50w HPS SOMH MTH (1) SOW MH SD126XE (1) 20. Tax SD70 (1)7Dw HPS SWD70MH MTH (1)70ol MH 50132XE (i)3232w TBX 801 DO 11)100W HIPS 1 SD100MH-MTH(i) 10OW MHE 13D550 (1).15Ore HPS 3D175MhLMTH(1) 175W MH Factory Ins1NIW OMultr_T 1p FMM Msl Ikd Accessol I. Part No: MT HO Pop R26- 2v, Rl !-ac HPF High Powef FactOr� �25w-3?:r Flec,ronic 13005 PI Photocell TP Tamper Reactant ReDIU rent Parts Part No: F Fuaed S7oduv 1�Diffuser 37051 QRS Quartz Restrike- Lew Q2 Lamp OzS Quartz Socket Only Note'. 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H-Irg is SeamNas, de -I fWvm lndudes clear,medium-haee lamp E.,Wvve 0H18G,mPr finleh last -an E coat I'Mae-rated pomealn endmeBd, 4kv rated anew- epoxy primer with black ulha-dumbH powder 0a14ype arophoNtr. Lamp IgnftV Included lapcoa, p-whag h chaleal maatanoe to lumarma Mounting caneafs of a 1.8' wlwe Rrhored. Al hour asa blas are high- corroalon, ultmloat degmdaW and ebm rm, (44 moot wide Oy 2.5' (63 mm) Aipb W 1.S. Dower actor end am INIO1d u u Ud lyaes: Tha fMgh a rod War Bevan M, I"WE'd (38 moot long exlruaed,jumir ma-Theerm ReaG (277V PSMN) Wammy h Mltl in FMca rnlh hvd L8' IS moo) .-mg 15M PSMN Idds acama M a sRa baddng Dlale ilaMe Iha pfMV .plpr Dole. aM by Me nua Mettle Ib6 IlouaMg. 120V: i00 5 iSOW HPS M-Ift Ros are pmrided W oh wallop -Riot, Neacanre IS 4,81HEIID: D352,128; Uanda 74203 wwhan to P-0 water hm ge. Lens 100W MN, 1008150W HPS MsnnbN conslsta of rlpM aluminum frame, high -Impact, clearlemperw glass. CWA- Cmamdt WaHato AWohsnslorma 125 A 15OW PSMH: 175W MH IWd.1a Whe GWN SBL-11) B¢glotalold ANSI amp mUsp E,M wPolod.*M dump 'ping. UL Listed M US and UneM IV ant lased.. and.,.1 a 11.0 d IP65 "r"'""noRUUD a Mi thahM01an Avwue No.. Wls Iin SUDE3772 USA PHONE(262)I" FAX(262)0843309 a owe upM1NO Im, mmNnlaA meoemadm„ ma,a4 LIGHTING g + + 7 + + 0.18 0.28 Of33 0,37 } + �{ } { 1 33 061�/089 0, 8 1 92 } ,76 + 0.51 + 033 + 0. " .2 + 0, 4 i 0 4 0 3 .21 .17 01 + + 005 + 0.06 } 0.55 1: 4 + '01 2.36 L+/2 + 0.98 + 0.5 013 0. 0. 0 9 } + + .71 65 053 + 0,37 0,�2 + 0, + 0:09 d9 + O, 0 / 1. + + I # 4.24 2,73 # L34 68 + 0,48 0: + 1.09 + 1.65 + + + 1:85 1,66 1:23 + 0,72 + 0,36 + 020 .1 0.18 + 020 i i�•� 0788 2.08 6.05 818 94 3.90 1,39 63 0,52 0. 1.64 3,04 392 159 2.26 1:11 0,50 027 0. 6 0.36 0.46 1 I0.33 + } + 0.33 225 + + + 696 12 0.2 + 4,35 + 1.6 0, + 0, 8 # 221 + 13 + + + 522 2,66 + 1,13 + 049 + V 0: 8 + OM +_ 0.99 76:91 0.34 / 0,80 2,35 45 9. 8.35 395 1.3 0. 0. 6 6 :59 .68 9.44 48 039 1.91 10.37 087 1.+9 i 63 469 4.01 227 1: 0: 5 0 1 10 05 8.01 1 + 1 5 121 262 < + + I+ 0.68 1.36 1 + + 2,72 2.55 + 1,69 0, 3 55 + .04 + .22 + 4.14 + + + 5.17 4.3 2. 0. + 57 + 1,28 + 2,6l�,, + + I + + + 0.40 OM 1 n7 1.0 + 8 .4 4 9 854 3.01 3,49 3A1 +77 + 0,53 + 1.06 + 1:781 I + + + + + + + + + + + + + + + + +} 0.17 0.2 _ 0:42 0.38 0.31 7 .34 0.60 0.98 1.38 1,58 1.50 L07 0.62 0.34 0, 7 0.41 0,67 0,90-( F + + 9 + 0. + .20 + 0.32 + 0.4 0.75 + + 3 + 026 .24 + 0,30 + 0A + 0.44--f / �15 + + 32 + 1:6E + + 5,77 464 2 + 0: 0,26 03 5 0: 1 I 0 2 ?.� ) + 180 16A 5 + 0.36 + 0.48 + 0.48 + OSl +. 037 ( RhI 42 8- 0 0,72 099 1.10 1.04 0.64 094 169 309 2+4 198 0�94 1I i 11 '^ +1 B5 3. 4.03 2,98 1.26 22 4 5 7.3 4.32 3.11129 i .28 0 4 5 307 246---�1t4�__S 0. 6 92 51 1,59 141 H/ 1 I I / + 26 + .43 + .66 + 0.70 + 0.72-INI--f + 1 + .37 0.41 0 42 + I 1 1.22 0.35 0,4 9 o + 086 084 1:01 0,75 043 +� 266 2,36 204 130 0.59 '39 4.75 3.43 1,78 0.71 f 1 ' 7.5 5.07 3,82 + 0.71 s 51 2.19 4,6 3.59 3 00 + + - _ - ------_ 028 0.79 1.67 1168 _ 15 035 :65 0.68`0.7 + + THE CONTRACTOR SHALL NOTIFY °DIOSAFE' AT 1-Batt-DIG-SAFE PRIOR TG ANY E%CAVATON. 13ALDWIN AVENUE GRAPHIC SCALE t0 4a ( IN FEET ) 1 toot, - 20 tL Ol u I N o d C L lL I p 0 N 1 1 wl R �In z 1 I I I I I I I I 1 1 er�a'so'� ' LEGEND PROJECT DOUWDARY - --- SETDACK EDGE OF PAVEMENT J/ TREE LINE CONTOUR MAJOR CONTOUR MINOR # LIGHT POLE UTILITY POLE U- GUY WIRE O TRAFFIC POLE ® TRAFFIC LIGHTS • WATER HYDRANT GAS VALUE WATER VALUE I TIAREA NAME Y- -_J1 NEW AREA 1 1NEW GRID 0.50 1 IL70 j O.OI 1 RIAD LIGHTING 12 WAfAn 15OW METAL HALIDE �� ' POLE MOUNT 0.60 2 2 [}O /0 RlALIGHTING 111 WACAD DOW METAL HALI MOOD 20, POLE MOUNT OW. 3 3 MCFEELDEN LIGHT DLOG `Y76° I04/100/10B-MT-1842TRF FLUORE5CENT 42 T 3200 a' WALL MOUNT O.BO 7 4 ie4 COOPER LIGHTING CelE.1 'F' lq 100 a000 10 CEILING MOUNT 0.60 2 T METAL HALT. M200-23F 10OW METAL HALT BCA D uctw pUMR4G vaErua aM C3 O'LEARY-BURKI "P J CIVIL ASSOCIATES, PLC JG rLUNOMiElYVl44,9NIE BI LssEx.a yr 1'm20' wumv-�- PROP05E17 6000WILL ape/ 8054 1080 5HELE5UKNE KOAD SOUTH 6UKLINGTON 8054-Si LIGHTING PLAN RAN _ A 3 INHERE SHOWN 5" THICK 3500 HgNDIGAP PARKING SIFiN CONCRETE P.SI, CONCRETE t" TYPE O1 BITUMINOUS PAVEMENT WALK 4' TOPSOIL 72" *'TOPSOIL 1 i/2" TYPE II STUMINOUS PAVEMENT SEE SITE PLAN 5 ri FOR GRADING CONCRETE S W R GRAVEL CRUSHED T' GRAVEL BASE 492 DENSE GfRAD�r ORUSH�O'STON, STATE 717, SPEC 04.05-FlNE)� OR flEGLAMEO MATEIBAL AL EXPOSED SURFACES TO RECENE 2 COATS OF AN ANTI-SPALUNG COMPOUND. MIRAFI 500X SEPARATION _/ CONTRACTOR SHALL NOTIFY ENGINEER TO INSPECT FABRIC OR APPROVED EQUAL SUBGRADE SOILS BEFORE PLACING ANY GRAVEL PARKING AREA DETAIL NTS SEE MANUFACTURERS DETAIL •{HEFTS POR REED COLT PATTERNS 2 FINISH GRADE ♦4 REBAR 4 HORIZ, I5AK5 1 W 3 VERT. STIRRUPS 48- 2' 5C.H 40 PVC 1 CONDUIT i 24' e 6' LOW. COPPER 'ROUND ROD WITH f6 CARET( WIRE POR f CONNECTION TO POLE TYP I GAL LIGHT POLE FOUNDATION (15LAND) NTS 1/2" RADIUS EMULSIFIED ASPHALT— 1/+' RADIUS 3,5DO PSI CONCRETE NO AREA m 0.94 S.F. NOTES : 1) CURBING SHALL. BE CONSTRUCTED IN 10' SECTIONS WITH 1/5" JOINT BETWEEN SECTIONS, 2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERT 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 ( 1/2" SPONGE RUBBER OR CORN. ) 3) ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPALUNG COMPOUND. TYPICAL 51DEWALK 5ECTION NOTE' LINES SHALL DE 4' WHITE PAINT 4'-6' MIN Meter NUS HANDICAP VAN 4'-6' MIN-}--I---)-4'-6" MIN ACCE55IDLE PARKING NTS 1, 11C�ls neceseory to sn•ure the minhnum dlmenelons Mown a heel• far the ui tnq ggrr d candkione. 2. A minimum to etrsngth of 4000 PSI le recornmendetlr The eanmeb Nauld be v@rated to *Minata olr pockets. 3. Expansion anE cro k control )oMb are moommend•d to protect the channel and the concrete eurrwnd. 5" THICK 3500 4. The MNhsd level of the concrete eurmund must be approx. 1/B" above the top of the than.* edge, P,S.1. CONCRETE 5. Refer to ACO'S latest Installation Inetructlone Par complete details. OR OTHER APPROVED TREATMENT The wrfade tlrahage system Noll be DDaly>r concrete X10M than.* system with galwnlx•d eteel K-ro2e de manufactured by 12" 4-TOPSOIL AGO Polymer Products, Ina, Chardon. OIi. an WPr.Wd equal. VARIES Chonn*e shall be manufactured from Pdyeeter —In polymer donorete with an htagrolY doer -In ,ol—hed ate* etl.. mO. SEE PLAN The syetem Nall be 4 Inches (t00mm) no nlnai h*de width with a 6.1 In. (155mm) overall width and a built -In *op f 0.6 MI chum*e Nall ba for connsa0on Interlxking *Nh a mNPreformed ale/Remote Joint. Eaa Channel all haw 4 In. (100mhowdrill-outs m) round ontl 6 . (ISO—) l an Me bottom vertical with underground piping. Y•.`% , Grata type all be ductile Iron and meat the apprdpridt• to meet the system load Itch. 24' SAND x;i ..( ^ epaifled and Intended a Ilcatlon. Crates Noll be secured by means of either a bolDase lodinq 'OuIdMaM' tleNcs a (LASE (VT. y '/ , / i/ _ 1 2" THICK DOW STYROFOAM SM lackhg butt and bar Channel ontl grate Nall be Independent c A of to meet the ., to ed o' iB5B0 Iola does. SPEC. OR EQUAL INSULATION BOARD W1.m p p a 703.03) /r, 1 r/ I!t P4300 p*Ctanelle atrenlgth of 15001oy1sl.raThSUmalMal watetatbaorrppltlo^gth Malltnot exu4 D°114'30XGbp*f. Ono ulna M[Ill» ram:e"w- '/ ,/sa1. lt expdeure, rspNNive frost oyelea and chemlaally rwlek=t to dilute aolde and dIk.ft. The A,Atem ehah be Installed In acdardande with the manu/octurer's Inetmctldns and rwommontla<IOne. ALL EXPOSED AN ANTANT R SURFACETO RECEIVE 2 COATS TRENCH DRAIN DETAIL OF I-SPALUCOMPOUND. NTS TYPICAL 51DEWALK 5ECTION ADJACENT TO 6UILDING NTS ig" )O" DUCTILE IRON GRATE RESERVED '^�/•�� PARKING _ PROVIDE 4" OF STANDARD LSANDY TOPSOIL. DRAIN MCA 30.7 SO, INCH -- OVERSTONE 6• aR GRAre VAN PROVIDE 2 FINISH BRr,DE l0• ACCESSIBLE 3/4" TO 1 v2^ CLEAN STONE 3.5' TO FLANGED CHANNEL / 6 - GROUND STEEL POST STONE TO BE J Vr, —T. E-121 WRAPPED IN MIRAFI 6" VAN ACCE555LE 516N 14ONOREQUAL NTS 6' PERF. PE UNDERDRAM 12" MIN. NOTE" 1. Ct5TIN65 ARE RATED POK LIGHT WHEEL LOAD Tit—C 2 WALl- MATINI !HALL BDEwAIx ,-.-- CGIMORM TO AS A46 - u 5> JO FRENCH DRAIN DETAIL WITH AIN F""""`� BOEWALK RAMP GRIM TEXTURED PWBf -- WITH A DLAC1: PAINT ...•....• N.T.S. ._...-.... • SIDEWALK *AMPS SHALL BE INSTALLED AT AL SWEET INTERSECTGNG WHERE NEW BDEWALKB AND NUBS INTERSECT. ,R..' • MAXIMUM DESIRABLE RAMP SLOPE - 1"/TT. a OR e' SDR 35 PVC INLINE DRAIN AND GRATE DETAIL C.ONGRETE CURD G� NTS DURABLE ARROW / PAINTED WHITE SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP 51DEWALK RAMP NTS ALL JOINTS SHALL NOTE, ARROW SHALL DE BE THdtOUGHLY SIZED TO MEET STATE CLEANED AND EXISTING SPECIFICATIONS COATED WITH PAVEMENT PRIOR TO PAVING BIT. PAVING PAINTED ARROW EMULSIFIED _ _.__ ___._._.___—.____...__._.__________ ON ONE OR NO?ES ASPHALT PRIOR BOTH SIDES TO PAVING 1. SETUP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL DEVICES. NTS 1'-0" THICKNESS OF EXISTING PAVEMENT OR IN. I"- A MINIMUM OF 1 1/2" OF TYPE III 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. OVER 2 1/2- OF TYPE II BASE COURSE OUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOLID =tJEW PAVEMENT. - 3. BACNFILL WRENCH IN B' LIFTS AND COMPACT EACH LIFT TO g5R OF MAXIMUM DENSITY OF OPTIMUM MOISTURE _ CONTENT AS DETERMINED BY ASTM DSSS STANDARD PROCTOR. THICKNESS OF EXISTING GRAVEL EIgSTIN� OR 1B" MINIMUM DENSE GRADED j 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. GRAVEL. BASE, CRUSHED STONE PER VT. STATE _ SPEC. 704.06 S. APPLY LIQUID EMULSION (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON 0 BOTTOM OF THE HOLE. STOP 6. PLACE T PE II BASE COURSE 01 PAVEMENT A MINIMUM IJF 2 1/2" THICK. , TRENCH Nt ` - -"_` --- A110N _"'" "- 7. FILL TOP OF HOLE WITH TIE ill BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2". FINAL EXCAVAITON LIFT SHOULD BE 1/2" TO 1" ABOVE ADJOININGAVE PAVEMENT BEFORE COMPACTION R THAT AFTER COMPACTION `yt y 0'C� bOi REPLACEMENT OF THE PATCH IS LEVEL WITH THE R A VI PAVEMENT EACH LIFT SHOULD BE THOROUGHLY COMPACTED WITH 0 1y i VIBRATORY PUTS COMPACTOR VI A VIBRATORY ROLLER PORTABLE ROLLER. EXPERIENCE HAS SHOWN THAT 15 TO 20 # 3 Ne. O EXISTING BITUMINOUS PAVEMENT PASSES ARE REQUIRED GOO A COMPACTION. ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE 6477 B' TO FUELED CHANNEL NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS '®ZZ GROUND STEEL POST THAN 1 S.F.). VT. SHL E-721 .QTnp .AS'T�:nT NIS B CLEANUGNS P AREA. DO DEDUCES. NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY 'ilo�®d jjj 1,`,♦SN GENERAL G0N5TKUGTI0N 5PEGIFIGATION5 1) UTILITY NFGRMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE EDIMCE AND MAY M MAY NOT BE EITHER ACCURATE OR COMPLETE CONTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTUTES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE. SHOYM OR NOT SHONN HEREON. CONTRACTOR SHALL VERIFY NEW TAP LOCATONS AND GO — CONNECT ALL UDUTES TO NEAREST SOURCE MR.. COORDWATIIV WIN UTUtt OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOEUTON AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT. AND STRUCTURES NECESSARY TO COMPLETE ME WORK UNLESS NOTED ON THESE PUNS CONTRACTOR SHALL REMOVE ALL TRASH FORM ME UPON COMPETION OF CON51FWCTON. ANY SURFACES, LINES OR STRUCTURES HIGH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE PESTMED TO A CONDITCN AT LEAST EOVAL TO THAT IN WHICH MEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION. 3) SEE OTHER DETAIL SHEETS OF THESE PUNS FOR ADDITIONAL DETAIM REQUIREMENTS AND SPECFGATONS. 4) ALL WORK MH BE IN ACCORDANCE WITH ME INN VERMONT AGENCY or TRANSPORTATION STANDARD SPECIFICATINS Kill CONSTRUCTION, ME TOWN PUBLIC WORKS SPECIFICATIONS, AND THESE PLANS, 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITI NOTE H ABOVE ALL EXISTING PAVEMENT MARKINGS CONFUCTON IMM iF1E NEW IMPROVEMENTS MALL BE REMOVED BY GRINDING OR BURNING 6) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REWIRED AT NIGHT, PEAK -HOURS, AND KNENEVER POSSIBLE WRING ACTUAL CWSIRUCTON ACTWTES. IF DEEMED NECESSARY BY ME OWNER, MUNICIPALITY OR ENGINEER, A UNFORMED TRAFIC CONTROL OFFICER SMALL DIRECT MAFNC DURING PEAK HOURS TEMPORARY CONSTRUCTION BGNS AND TRAFFIC CONTROL SONS SMALL BE ERECTED BY THE CONMACTO: IN ACCOROMM AM STATE AND TOWN STANDARDS 7) ME CONTRACTOR SHALL BE RESPONSBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESAT OF CONSTRUCT DOES NOT CREATE A NUISANCE OR SAFETY HAZARD, WHERE AND WHEN DEEMED NECESSARY, THE CONTRACTOR Wtt1 W REQUIRED TO WET SECTONS OF ME CONSTRUCTION AREA WINWATER, APPLY CALCIUM CHLORIDE, ON SWEEP ME ROADWAY WN A POKER SPOON FOR OUST CONTROL B) ME CONTRACTOR SHALL NOTIFY TIE ENONEER 24 HOURS IN ADVANCE OF STARTING ANY WORK, CUTTINQ PAVEMENT, RIMMING ME INSTALLATION OF ANY VTUTES, BRINGING IN ANY NEW GRAVEL OR STONE FGR ME NEW BASE, PAWNS, ALL TESTNO, MD FINAL INSPECTION, IN ORDER TO ASSURE OOMPUANCE WITH ME PUNS q) PRIOR TO BEGINNING CONSTRUCTION, ALL MATERIALS SHALL BE APPROVED BY ME ENOINUR. 10) ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO ad% OF MAXIMUM DENSITY OF CoYMUM MOISTURE CONTENT AS DETERMINED BY ASTM OBBB STANDARD PROCTOR, AND SHALL BE TESTED AT SOD' INTERVALS, UNLESS OTHERWISE SPEOFIED. 11) BACKFIIL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO 05% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. A MINIMUM OF TWO (2) COMPACTION TESTS SHALL BE TAKEN AT ME CONTRACTLR'S EXPENSE, UNDER EACH RUN OF PIPE PRIM TO INSTALLNG ME PIPES. ME PIPES SHALL ONLY BE INSTALLED OVER ADEQUATELY COMPACTED SOILS, 12) ME HAYBALE DAMS, SILT FENCES AND DITCHES MALL BE MAINTAINED AND REPAIRED BY ME CONTRACTOR AFTER EVERY RAINFALL OR AS ORDERED BY ME ENGINEER UNTIL ALL DISTURBED AREAS HAVE BEEN PAVED OR GRASSED AND APPROVED BY ME ENGINEER. ME MAINTENANCE OF THE EROSION CONTROL DEDUCES DULL INCLUDE ME REMOVAL OF ANY ACCUMULAIED SEDIMENTATION. 13) MIS DESIGN MUST BE INSPECTED BY 0" EARY-BURKE CML ASSOCIATES. PLC, ESSEX JUNCTION NIIMONT. TO ENSURE COA LIANCE WITH THEM PLANS. OIIEARY-BURKE WAIVES ANY AND ALL RESPONSBUTY AND UABIUTY FOR PROBLEMS THAT ARISE FROM FAILURE TO FOLLOW THESE PUNS, SPECIFICATIONS AND ME DEVON INTENT THAT ME PUNS CONVEY, AND FROM FAILURE TO HAVE BEEN NOTIFIED BY ME CONTRACTOR TO INSPECT ME WORKS AND TESTS IN PROGRESS 14) ALL SLOPES. DITCHES AND DISTURBED ARUG SMALL BE GRADED SMOOM. CLEAN AND FREE OF POCKETS AM SUFFICIENT SLOPE TO ENDURE DRAINAGE. 13 ) SEE MCHIIECTURAL PLANS FOR BUILDING. GRADATION REQUIREMENTS MATEPoK SE. 8ME „DRCE=10 SAND GMHNM - VT -C Y03a1 2' 1. R 1 1/Y s0-1. W YU-1. R 44 eo-t00 nao o-2o O pad o-eK GNAW, FGR SUBBASE - Yr GFEC JOAW 04 xo-ao R nao a-12 1t ,pad o-eK OR— aN— PoR eVBBASE N, BAN, Y6A06 1. W Op-1. O N w-ep W nDa a-,2 X pea o-c W DENSE BIAGIO GRIMED SINE 3 1/2' Iw R VT SPEC I ... 3' —doe 6a-B� 04 F GI pG0 ae x 1 NOTE: WATER LINE SEPARATION SEWER5 SHALL DE LAID AT LEAST IO' HORIZONTALLY FROM ANY EXISTING OR PROP05ED WATER MAIN AS MEASURED EDGE TO EDGE. WHERE 1WO561OLE OR IMMACTIGADLE TO MAINTAIN THE 10' 5EPARATION, THE WATER LINE MAY ISE INSTALLED IN A SEPARATE TRENCH OR ON AN UNOISTI.RDEO EARTH SHF1F IN THE SEWER TIt"" PROVI BDED THAT THE BOTTOM OF THE WATER LINE 15 AT LEA5T IB ABOVE THE TOP OF THE SEWER LINE WHEREVER IW055IDLE TO MAINTAIN THE E' VERTICAL SEPARATION THE SEWER LINE SHALL OE GONSTRUGTED TO NORMAL WATER LINE STANDARDS AND FRE55URE TESTED TO 50 P51 FOR D MINUTES PRIOR TO DACRFILLING. NO LEAKAGE SHALL DE ALLOWED. NOTE: WATER LINE GRO551NG5 SEWERS CROSSING WATEfC MAINS SHALL DE LAID BENEATH THE WATER MAIN WITH AT LEAST IB OF VERTICAL CLEARANCE DETWEEN THE GUTSIDE OF THE WATER LINE AND THE OUTPIDE OF THE SEWER. WHEN IT 15 IMPOSSIBLE TO MAINTAIN THE 10 VERTICAL SEPARATION, B THE CROSSING SHALL BE ARRANGED 50 THAT ONE FULL LENGTH OF SEWER IS CENTFJCED ABOVE OR BELOW THE WATER LINE WITH THE SEWER JOINTS AS FAR A5 P0551DL.E FROM THE WATER JOINTS: 2) THE AENNMAESTE EHEWIEFORILDISTANCE OF 0 F9 TITRDE! TER LINE STANDARDS 0tO ING A TOTAL OF THREE FIFE LENGIM. WHICA-F-M 15 6KEATERHE, 31 T SECTION CONSTRUCTED TO WATER MAIN STANDARDS MUST DE PRESSURE TESTED TO MAINTAIN 50 PSI FOR 15 MINUTES WITH NO LEAKAGE PRIOR TO DACKFILLING BEYOND ONE FOOT ABOVE THE PIFE TO ASSURE WATER AOEppUUATC STILUGSTU AL SUPPORT WATER SHI " ISEMAIN FRONDED FOORRRTHE SEVER TO FREVR/T DAMAGE TO THE WATER MAIN, CENTER ONE LENGTH OF PIPE WHERE SEWER MUST BE LAID ABOVE WATER MAIN: ��..... _........ — NEW WATERLINE A) SEWER PIPE MUST BE CON- - --- STRUCTED TO WATER MAIN 18' MIN. STANDARDS FOR A MIN. DISTANCE OF 20 FEET EITHER SOE OF NEW SEWER PIPE (ONE LENGTH CENTERED CROSSING. ON WATERLINE) B) SEWER PIPE SECTION CON- STRUCTED TO WATER MAR STAN- tg' MIN. BARDS MUST IN PRESSURE TESTED5MIN TO MAINTAIN 50 PSI FOR 15 MINUTES WITHOUT LEAKAGE. NEW WATERLINE C) ADEOUAIE STRUCTURAL SUP- PORT SHALL BE PROVIDED FOR THE SERER TO PREVENT DAMAGE CENTER ONE LENGTH OF PIPE TO THE WATER MAIN. UNDER SEWER SEWER / WATER SEPARATION DETAIL FOR CR0551N&5 NTS BAOKFBL WITH EXCAVATED MATERIAL THOROUGHLY CUNPACTm IN r LIFTS IF COVflI IB TARN e' SO TIE E9 OF TRENCHES i TN1. PUG[ 4• CII INSVLATON 4 FT. OR MORE N DEPTH BY PERSONNEL BOARD. WHICH ISENTER SWTABLF FOR BUPoAL OWN wPE. SHAUL B SHALL E 91EElAH UE SLOPED TO THE ANGLE _______ �� _ _ _ _ _ W NO CARE SHALL TE PIPE IMK LC53 TUN S' OF LOVfli OWR TNC CROWN W REPOSE 12' APPp0VE0 ROD( fRFF BAIXfiKL THOROUGH 8' I'D' Is. DE COMPACTUI IN a' ---- DIAMETER OF PPE) TIAN 1 1/1• ARµ) THE CONTRACIOP SHALL AT D ALL TIMES KEEP THE TRENCHES ENTIRELY FREE OF WATER UNTIL ALL WORK 5 FINISHED AND READY FOR BACIO'ttLINC "'-BEDDING SHALL BE THOROUGHLY C—TED I— OR SAND FOR D.I., AND 3/4• STONE FOR UNWSTURBED SOIL J T D/B/B.' FT, "1 Pvc TYPICAL WATER TRENCH NTS SOIL TYPE - CLAY/SILT fmmm Mmmm ®mmm mmm© '®' mmm ®mmm 3500 PSI 35 CONCRETE00PSI I � ENO AREA e BEARING END AREA / AGAINST BEARING J UNDISTURBED AGAINST SOIL UNDISTURBED SOIL SO FT BEARING AREA BASED ON 100 PSI WORKING TYPICAL TEES-DEADENDS-CAPS TYPICAL BENDS PRESSURE PLUS 100 PSI SURGE NOTE: PLACE 4 mll POLYETHYLENE BETWEEN F1TnNG AND THRUST BLOCK ALLOWANCE AND BEARING CAPACITY OF 1000 LBS/S0 FT THRU5T E5LOCK END AREA NTS BACKFlLL WITH / EXCAVATED MATERIAL �\ MUELLER INSTALL A VERTICAL GOOSE 14-15008 NECK LOOP CORPORATION STOP OR EQUAL WATER MAIN TOPE 'K' COPPER Ai SERVICE WATER 5ERVICE DETAIL N-5 CLEANOUT FRAME & COVER LeBARUM R-BOB OR EQUAL SHORT LENGTH OF PIPEZ�. PSI CONCRETE AS NOTED ON PLANS CLEANOUT DETAIL NTS i USE 4' WA PVC NPE m MARN LOCATOR AND DEPTH OF SRMCE CONNECINM _ STATIONARY ROD - DO NOT EXTEND fR. PWO TO 2' ABOVE FINAL ORADE INSTALL IN FOR TANY UNES. IF COKP PAVEMENT IS LE55 THAN 5 1/2', PUCE 4• TBQt I-- BOARD WWCN TO' K SIITABIE FOR BUREAL OVER FWE. R1 HO CABS SHALL THE MOPFRtt U. — BE LESS THAN 1' ON EASEMENT OVER THE WORN. BOUNDARY �— MUELLER H-10350 T ORARY CURB BOX OR e' MINIMUM PWO APPROVED EQUAL SCRAM SDR 35 PVC CONNECTION MUELLEN B25209 CURB OR APPROVED EWAL�: �'� HOPE 1. SEWS" UNLESS OTHER.. NOIm 35 Prt SW'SDR WFFP FTIIN 1 SOR 39 P � \ VC WYE SEE FOR MAIN SEWER MAIN A DETAIL FOR MAW SFWER AND SRMCE 4' % 12' % 12' SOLID BEDDING DETAILS CONCRETE BLOCK 5ANITARY SEWER 5EKVICE CONNECTION NTs WIM9NRBED ML WTM Mw10VE0 EIIAVA EXG.VAIFo MATERIAL TIOII COMPACIm UFFS N e• RTS $ U FM S—I E9, EMGHES TIE 40E5 OF TIRE ♦ R. OR MORE IN DEPTH wAHY 4.In Ny ENTNim BY PUBWNEt SHALL BE SEETEO CP BONG WYW 9AlApE M euPoAL OVIsPPE SLOPm TO THE AN— OF WPOSE _____ _____ H XO CA! SHALL PPE TINE W APMOVED ROIX FREE 2 BAG(iWL TIpiOUpILY W e• 0p�1115PA((N0' ( dAMETEP FUURmt "AAi/'. N t .AM,) ...; OFPIK) THE CONTRACR SHALL AT Cx WA FWO a WATER ALL EEP TMEB NOT THE �RK TENTIL UNTPHAL ARIs mwo 0 READY — BAG UUNK UNp19NRBED 901E J 3/4• STIE IIII TYPICAL SANITARY + STORM TRENCH NTS, O.H.W. 1� 1� \\ TO EXISTING PORCH I I TO FRAr05EIp I 0 1 I PARKING LOT I J 12' INV IN 20410' � I � DIKE RACK I DROP OFF AREA WITH CANOPY �} ...,,WON-c-� - I s „w,l. I U � 127 ( W INV OUT 203.7S t INlt llt r of rl.1 d - I I c � � ( I 10,528 SF < A DUILDING WITH I hi PArzKI\(, I I nn nl �Yr 50' r o S) TI _ IGK:I / TRENCH JRAIN� P.XI5TIN6 SIGN s¢ 14I I s—�— S C _4p / ( I / \ /`• N7LOrLAST CD RIM • 205.5' ID" OUT • 201S NEW V IN 20L0' 7 BALD WIN AVENIJ AID EXTEND SC GRAPHIC SCALE e IN FEET ) 1 men= 20 ri I. WA EXISTING TER C.-WA, LINE TO DE GUT / DO NOT ENTER AND GAPPED SIGN ( NYL.OPLAST (A / r RIM 2060 204.715 a _ i INSTALL 5ILLI T FENCE PRIOR TO DEC71NNINO i GON5TRUGTION 00' / IS I G• W OUT • 20A.a' I I ✓ l N N �I .-E I E Iv c •_T ( I} / O �. 0 I•— o ,c I i C � I �+ I' I I l )N5TRUGTION ' PRIOR TO 'ION I� 1 ,serzs�ao� saoo• " � �\ A NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBUC RIGHTS -OF -WAY. THIS MAY REWIRE PERIODIC TOP DRESSING WTH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT TRACKED, SPILLED, OR WASHED ONTO PUBUC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING DRY PERIODS. 3. PROVIDE APPROPRIATE TRANSITION BETWEEN CONSTRUCTION ENTRANCE AND EDGE OF RIGHT-OF-WAY. 5TA61 L I ZED CONSTRUCTION ENTRANCE NTS ARD Oc0 STAKE I I I 111 III III - YwAR 1a0X rpml III I I _, (!li //'' •� I I ,}TV1�1�HTr' I m EDuu. I I I I I I I / I I VN ." III ,I1� -,{gyp � �\-._ II III IILt p I I STA1tE5 TD K �- IwvaN YIN. u• Nro mwNo I I RL1FA P�BMC �v HAIIDWIOD PoSN NOTE USE ONLY MANUAL METHODS TOP VIE1I 3ECl'ION JOINT OF INSTALLATION AND CLEANING WTIHIN�"""°SILT 2FENGE DETAIL NIS GENERAL NOTES 1 t THE rMrO5E OF THESE PLANS 15 TO A MINIMIZE THE AREA OF DI5TUEDED SOILS MID TO MINIMIZE THE DURATION THAT ANY AREAS ARE LEFT OPEK D. ISOLATE THE AREAS OF DISTU RANGE TO PREVIONT AND CONTROL EROSION CAUSED DY RUN-OFP. G. CONTROL THE AMOUNTS OF SEDIMENT THAT MAY RESULT FROM ANY SITE EROSION 2 A GOFY OF THE GONSTRUGTION GENERAL PERMIT AND A SET OP THE FLANS WILL DE AVAILAIS" AT THE " TKAII.OL ON -SITE 3, THE ON -SITE COORDINATOR SHALL INSPECT AMC) KW A WRITTEN RECORD OR THE EROSION AND SEDIMENT CONTROL STRUGTLAt" AND MEASURES AT A MINIMUM OF ONCE A WEEK AND ALSO WITHIN 24 HOURS OF ANY STORM EVENT THAT DISCHARGES RUN-OFF PROM THE SIT& +. THE OM -SITE COORDINATOR SHIALL KlGP A WRITTEN RECORD OF EROSION CONTROL INSPECTIONS AND ANY MONITORING DATA FOR A MINIMLMH OP THREE 131 YEARS FOLLOWING COMPLETION OF CONSTRUGTIOK A D1 no Dd PLANT 5CHEDULE — GOODWILL REMS�ED y Zq ME M G8-D9s a u-oq 8 PRNCETON ELM 40' ON CENTER OFFSET I' INSIDE PROPERTY UNE GAPS WITH PLANTS FROM ON -SITE TRANSPLANT NURSREY 3 HAWTHORNE 4 ARBORVITAE 1 MAPLE 3 MONEYLOCU5T 4 MISCELLANEOUS MULTI5TEM SHRUBS REMOVE WEEDS \ ! PREPARE SURFACE. FERTILIZE. LIME. SEED. r MULCH O SNOW STORAGE _All • 1 rs Y . I�1 1 vA. BBIEP,POR AR. ■■/.■�/ UNDERLAY'AIAIIII� TREE LILAC ■ 1E • •FROM BUILDING12 5113ERIAN CARPET 3' ON CENTER STAGGERED REFER TO SHEET L2 till, FOR TREE PRESERVATION PLAN g��•�BB� PROPOSED GOODWILL STORE IO-I JAPANESE TREE LILAC FFSET 10'FROM /-I JAPANE5E TREE LILAC STAGGERED ■ / r11 COMPACT BURNING BUSH STAGGEREDWIN AVENUE 4' ON .IRIi�A I, � R � /. nl A I�1�� r�»4G17,• V�y,' ��R �.IP �,.. l.: jREMOVE 4 MAPLES ABUTTING .0' O ! E: FENCE 13ALDWIN EXISTING MAPLE 5' CA. �EXISTNG WHIT[ ME 9L AVONUE CAL. OUA 1 OOW10N NAME BOTANIC NAME Scm NOTE INLRSERT STOCK - TREES + SHREDS 8 PRNCETON ELM Lbw --- 'PrH4♦t♦o' Z5' GAL. -M. MATCHED 4 CMANTELEER GALLERY FEAR Pyres c y_ che'ItwM♦r 24" CAL B+B 6 SARGEM GRABAMFU7 McN..v9♦ 2A" GAL 5+5 5 TATARIAN MAPLE Ac teto k 2.5' CAL 5+8 4 SARGENT CHERRY ?_ eer9e 2.8" CAL B+S 18 DARK GREEN ARBORVRAE ArLo . N" 60' 8+B 3 JAPANESE TREE LILAC sy'v" r•tICIA♦t♦ 'Ivory M' 2' B+D 1 60WI rBERRY A.. -War cen.d♦n.l. 8 CLUMP 8+8 B DWARE FOMERGLLA Fat 0. R — 3e GONT. IS GDHPACT BURNING BUSH Euarylmi. tlet.. c Pwt.. 36" CONT. 9 RUBY SPOC SWMERSWEET UFth . a .. "r y AP-, 1" CONT. 17 HOSTA Hw ie4Wt• 'Alto Ms Oq ' 2 YEAR CONT 70 STELA WORO DAYLLY M.—M. '"Stab D'oro' 2 YEAR COIN 236 1AGM15AMDRA Pwny. t•rn..W FLATS 12 SBERAN CARPET wr♦blot• AEw.♦•t• is' OMT ON -SITE MAW MATERIAL TO OF PRESERVED AND PROTECTED H ORONAL LOCATION AT EAST PROPERTY LINE ARBORVITAE HEDGE 15' HOOK ON -SITE PINT MATERIAL TO BE PRESERVED AND PROTECTED N ORGNLL LOCATION AT NORTH PROPERTY LIVE I MAPLE 12' GAL 1 APPLE TWIN V CAL 5 ARBORVITAE S' HEIGHT 2 SPRUCE 5" CAL ON -SRC RANT MATERIAL TO BE PRESERVED AND PROTECTED N ONGNAL LOCATION AT DALOWN AVE 2 MAPLE 5' CAL 1 - wMRE PINE R" CAL 1 MAPLE WRH AIRIER fJROI1ND cOVER 5' CAL MOVE TOGCTMER 1 MONEY LOCUST 5' CAL. 1 nONEYLOCUST 2' GAL. 9 HAWTnORNC. M0.nSTEM 10' HEIGM 4 ARBORVTAE 4'-5' HEGHT 1 AMELANOMER. MLLnSTCM 8' HEIGHT 4 MSGCLLANEOJS MULTISTEM SMXJ5S W-10' CATAMOUNT SUPREME FIX SEED NAME Z OF MIXTURE MINIMUM GERMINATION LIBERTY KENTUCKY BLUEGRASS 257.-35Z 837- VICTORY CMEWING5 FESCUE 207.-30Z 55Z CUTTER PERENNIAL RYEGRA55 2OZ-30Z 90Z SPARTAN MARC FESCUE 15Z-25Z 90Z INERT MATTER LESS THAN 3% WEED SEEDS LE55 THAN 0.17. ENDOPHYTE ENHANCED FOR INSECT AND DISEASE RESISTANCE APPLICATION RATE 15 5 POUNDS PER 1000 Sr KEY �8�8 (,PP�P�•/d�\ NEW NUR5ERY STOCK LI 1 /.D�''/9" EXISTING ON -SITE PLANTS Qf NEW ARBORVITAE HEDGE EXISTING ARBORVITAE HEDGE T•K TK Landscape Architects 1At08GAPl' + SRC mAN.11fi 133 BLAKELY ROAD. SUTE 203 GMC1ESTM VERMONT 0544G VOICE FAX. 802-6G4-7043 E-MAIL- t•rrytklrndc•m o ...« «KHw,..„ NOTCEP 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DG-SAFE ♦ 1-888-DIG-SAFE AND THE PROJECT OWNER TO VERIFY THE "AS-BULTLOCATON5 OF UNDERGROUND UTLITIES. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN 1MI. PROPOSED CONSTRUCTION AND EXISTING CONDITIONS. THE LAND50APE ARCHITECT SHALL REVIEW PROPOSED MODIFICATIONS TO THIS PLAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING SITE CONDITIONS. 2, 51TE PLAN PREPARED BY, OLEARY BLRKE CIVIL ASSOCIATES. PLC 1 CORPORATE DRIVE. SUITE 1 ESSEX AMTION. VERMONT 602-878999D Dbcewl••ryi-k•.Gom REV1510NS- QREV15E LAND5CAPE PLAN AS PER REVIEW COMMENTS FROM DRB +- REVISE ENTRY WALKWAY G-9-09 N W�E 5 O 10' 20' 50' LAND5GAPE PLAN GOODWILL 1080 SHELBURNE ROAD SOUR? BURLNGTON. VERMONT rK PRO.IECT owe 5-11-09 SCALE AS $MOWN L-1 im /J , Froper Tree flantino I lagrarri �aua trn+H1t. guard tsra�m:Edie 1.11 RAUW✓R v4He bp8kFT9; n ) : � ai'A�dI I ll: L PAued a3IL t .,s T'sp4 u'pNAr -I nil Ir nt myth NtM 1 H{ F, m-0+a:Lutt>'n woo irur I t rirI I yI�A 1, rr t ;1-T Y)rvak doµm � nll under ball undaturbrd ' owea of tit. r I(;G1 h 11:n1 7 ' Ic �dtrmllly i by lllll'I wi-0 nnai'A H' r ,a aGsp..<an larx! TREE PLANTING DETAIL SOUTH BURLINGTON SPECIFICATION 1 NTS 3' LAYER OF 5HR 9' DEPTH OF TOP5011. / GI , DAYLILY BED CONSTRUCT 3' SAUCER RIM AROUND EACH PLANT 3' LAYER OF APPROVED SHREDDED BARK MULCM CONTINUOUS LAYER WHEN USED N SHRUB BEDS UNDERLAY WITH BLACK WEED BARRIER FABRIC LOOSEN. GUT. REMOVE PLANT SHRUB BURLAP FROM TOP 2/3 AT SAME DEPTH OF ROOT BALL AT WINCH SHRUB HAD PREVIOUSLY GROWN BACKFLL WITH APPROVED TOPSOIL PLANTING MIXTURE _1 1_ 6' MNMUM 5HRU13 PLANTING NT5 GROUND COVER. BARE ROOT PRIOR TO PLANTING. SOAK N WATER AND CAREFULLY SEPARATE ROOT SYSTEM 1' LAYER OF SHREDDED BARK MULCH ADD 2 NCH LAYER OF COMPOST AND MU{ INTO THE TOP SIX INCHES OF EX15TING SOL TREE PRESERVATION PLAN PRIOR TO BEGINNING CONSTRICTION, 1. VISUALLY HSFECT ALL TREES AND REPORT ANY DAMAGE TO THE PROJECT LANDSCAPE ARCHITECT. 2. INSTALL TEMPORARY CONSTRUCTION FENCING. AT A Mt+" FENCING SHALL EXTEND 42' ABOVE FINISHED GRADE AND SMALL BE STAKED AT 5' INTERVALS WITH STAKES EXTENDING 12' INTO THE GROUND. FENCING MAY BE ORANGE PLASTIC NET PRODUCT OR SNOW FENCING. FENCING SMALL BE OFFSET MINIMUM 10' FROM TREE TRUNK 3. INSTALL TEMPORARY SIGNAGE ON FENCING. MINIMUM SPACING 25 FEET ON CENTER, MINIMUM SIZE a Vz X w, WITH THE FOLLOWING INFORMATION CLEARLY AND LEGIBLY DISPLAYED, PROJECT NAME NAMES AND PHONE NLMEER5 OF OWNER. CONTRACTOR, PROJECT ENGINEER. AND PROJECT LANDSCAPE ARCHITECT. NOTE- TREES 14WE THIS FENCED AREA ARE PROTECTED NO UNAUTHOR2ED ACCESS 15 ALLOWED NO PARING OF VEHICLES OR TRAILERS 15 ALLOWED USE OF PROTECTED AREAS FOR STAGING OR STORAGE IS PROMWED. REPAIR OR REPLACE SIGNS AS NEEDED THROUGH DATE OP SUBSTANTIAL COMPLETION OF THE PROJECT. TRANSPLANTING L TRANSPLANT PLANT MATERIALS WITH A MECHANICAL TREE SPADE THAT 15 LARGE ENOUOGH TO MEET THE INDUSTRY STANDARDS FOR THE SIZE OF THE PLANT MATERIALS THAT WILL BE MOVED. 2, IF THE PLANT MATERIALS ARE TO BE MOVED WITH EXCAVATION EQUIPMENT THE FOLLOWING ROOT PRUNING PROCESS SHALL BE FOLLOWED. ALL ROOTS GREATER THAN ONE NCH N DIAMETER SHALL BE CUT WITH A HANDSAW OR CHAN5AW. CUTS SMALL BE MADE CLEAN WITH NO TEARING OF THE ROOTS. 3. PLANT MATERIALS SMALL BE MOVED IMMEDIATELY TO THE FINAL LOCATIONS IF POSSIBLE. WHERE THAT 15 NOT POSSIBLE. THE PLANT MTERWLS SHALL BE RELOCATED TO THE TEMPORARY ON -SITE NURSERY SHOWN ON THE SITE PLAN. 4. PLANTS STORED N THE TEMPORARY NURSERY SHALL BE HEELED N AND THE ROOT BALLS SHALL BE COVERED WITH A MINIMUM 4' OOF SHREDDED BARK MULCH. A TEMPORARY IRRIGATION SYSTEM CONSISTING OF SOAKER HOSES AND A TIMER SMALL BE INSTALLED TO GIVE THESE PLANTS ADEQUATE WATER. ROOT ENiANGER5. MYCORRYZAL INNOCLLANTS. AND LIQLRD FERTILIZER SHALL BE APPLIED TO THE ROOT BALLS TO STIMULATE NEW ROOT DEVELOPMENT. APPLY IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ENCROACHMENT PENALTIES AND REMEDIATION 1. FIRES SHALL BE ADMINISTERED FOR ENCROACHMENT INSIDE THE PROTECTED AREAS. IF THE TEMPORARY FENCES ARE BREACHED BY A CONTRACTOR OR SUBCONTRACTOR. A FIVE HUNDRED DOLLAR FINE WALL BE CHARGED TO THE GENERAL CONTRACTOR FOR EACH EIGROAGHMENT. 2. IF A TREE 15 DAMAGED AND REPARABLE. A DETERMNATIONSHALL BE MADE BY THE LANDSCAPE ARCHITECT. THE OWNER SMALL HAVE THE TREECS) REPARED BY A QUALIFIED ARBORST AT THE CONTRACTOR'S EXPENSE. PLUS THE CONTRACTOR SHALL PAY THE 6500 FINE. 3. IF ENCROACHMENT CAUSES IRREPARABLE DAMAGE TO A TREECS). AS DETERMINED BY THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL REPLACE THE TREECS) WITH TREES OF EQUAL TRUNK DIAMETER AND SPECIES. FOR EXAMPLE. IF A TEN INCH DWMTER TREE 15 DESTROYED, IT SHALL BE REPLACED WITH CZ) FIVE INCH DIAMETER TREES OR 0) TWO NCH DIAMETER TREES. THE OWNER MAY ELECT TO RECEIVE A CASH SETTLEMENT EQUAL TO THE VALUE OF THESE TREES N LED OF PLANTING. 4. SOL AERATION SHALL BE PERFORMED IN PROTECTED AREAS THAT HAVE BEEN COMPACTED FROM VEHICLES. MATERIAL STORAGE. OR CONSTRUCTION EQUIPMENT. AREAS SMALL BE DETERMIND BY THE LANDSCAPE ARCHITECT. 50L AERATIONSHALL BE PERFORMED WITH A MECHANICAL PLUG AERATOR. PLUGS SHALL BE CRUMBLES AND RAKED INTO THE PLLUG HOLES. 5. WAIVERS FROM THI5 SPECIFICATION MAY BE GRANTED BY THE LANDSCAPE ARCHITECT IF ME DETERMINES THAT IT 15 NECESSARY AND N THE BEST INTERESTS OF THE PROJECT ENCROACH THE PROTECTED AREAS TO PERFORM LIMITED WORK IN THE VICINITY OF PROTECTED TREES. TREE PRE5ERVATION PLAN GROUND COVER BED l NITS T•K TK L.andsca e Architects LAW6EAEC r BITE PLAN61r. 133 BLNffLY ROAD. SU1E 203 COLCHESTER. VERMONT 0744G VOICE i FAX, 802-664-7843 E-MAL- tAr .tklmdcan NOTES, 1. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT DIG -SAFE . 1-888-0I1 AND THE PROJECT OWNER TO VERIFY THE 'AS-BULT' LOGATON5 OF UNDERGROUND UTILITIES. THE CONTRACTOR SMALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING CONDITIONS. THE LANDSCAPE ARCHITECT SHALL REVIEW PROPOSED MODIFICATIONS TO TH15 PLAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING SITE CONDITIONS. 2. SITE PLAN PREPARED BY• O'LEARY BURKE GVL ASSOCIATES. PLO 1 CORPORATE DRIVE. SUITE 1 ESSEX ANCiION. VERMONT 802-8789990 .I'_-d_Yblrk..com REVI510N5, LAND5GAPE DETAILS GOODWILL 1060 SHELBURNE ROAD 50M BURLNGTON. VERMONT TK PROJECT 0905 5-11-09 5CALE AS SHOWN L-2 Ilk south PLANNING & ZONING June 18, 2009 Tim Cameron 9534 Route 36 East Fairfield, VT 05448 Re: 1080 Shelburne Road (Goodwill Store) Dear Sir or Madam: 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, At-� A�� Jana Beagley Planning & Zoning Assistant Enc. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com June 18, 2009 Scott Rieley 1184 Williston Road South Burlington, VT 05403 Re: 1080 Shelburne Road (Goodwill Store) Dear Sir or Madam: 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, A 44 Jana Bea ley 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. rendered by the DRB must be mailed to eve § 4461(b). A copy of any decision been heard by the DRB. 24 V.S.A. § 4461(b)(3). Uponorebce receipt of ody notice of a earing d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARINGrDATE : N&A)7n V'AAAf14— Jts( k Son �A,1�lj JJ6 L A, (I � ce — MAILING ADDRESS 55- Eas-f /�Yr r�S�g t 1 9zf ))s��► �-� iLk PROJECT OF INTEREST 6C9� 6ft k, If 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 been heard by the DRB. 24 V.S.A. § 4461(b)( )eUponrson recce receipt of r body notice of aearing da peal the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: N I NJ �(FA MAILING ADDRESS PROJECT OF INTEREST Y-1 J a' et 1 6k(V/ Eve*' 6 l�b01'S i kI Tf (f 6� �q�- ,,,� 1 s�L/ , Q .�� J��'e-;ev IZS7 23 Z to4Cojoed P 3o C-2 ,� q¢— J�cri/ 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 been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon recei t of otice of a d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: N'AME� << �c i� "All IKir_ _- MEMORANDUM TO: RAY BELAIR FROM: PAUL O'LEARY SUBJECT: GOODWILL APPLICATION DATE: JUNE 12, 2009 CC: Ray — Please find attached 5 full size copies and 1 reduced copy of the Site Plan. Changes to the Site Plan include: Corrected material note on the compactor pad fence; Corrected number of parking spaces (63); Change in the water service location per the Water Dept comments; Changes to the storm water system per the Stormwater Dept's review comments. A revised Landscaping Plan is also attached with 5 full size copies and 1 reduced copy. The Landscape Plan reflects the latest comments from the South Burlington Arborist; shows shade trees in the island along the loading dock; and shows additional areas that are available for snow storage. A revised landscaping cost estimate is also included. O'Leary -Burke Civil Associates, PLC 1 Corporate Drive, Suite #1 Essex Jct., VT 05452 802-878-9990 Fax 802-878-9989 poleary(@olearyburke.com PLANT QUANTITY SCHEDULE - COMMON NAME HITECTS GOODWILL REVISED 5G29-09.CG-5-09, G 91099G-11-09 BOTANIC NAME SIZE NOTE UNIT PRICE PRICE 8 PRINCETON ELM Ulmus amerl,--ana 'Princeton' 2.5" CAL. B+B. MATCHED G40 5120 4 CHANTICLEER GALLERY PEAR Pyrus calleryana chanticleer 2.5" CAL. B+B 490 19GO G SARGENT GRABAPPLE Malus sargentii 2.5" CAL. B+B 490 2940 5 TATARIAN MAPLE Acer tatarica 2.5" CAL. B+B G20 3100 4 SARGENT CHERRY Prunus sargentii 2.5" CAL. B+B 490 19GO 4 5NOWGLOUD AMELANGHIER Amelanchler laevis '5nowcloud 2.5" CAL. B+B. TREEFORM G20 2480 3 JAPANESE TREE LILAC, 5yringa reticulata 'Ivory silk' 2" B+B 500 1500 1 SERVIGEBERRY Amelanchler canadensls 8' CLUMP TRANSPLANT O 0 5 DWARF FOTHERGILLA Fothergllla gardenll 36" CONT. G5 325 11 COMPACT BURNING BUSH Euonymus alatus compactus 36" CONT. G5 715 9 RUBY SPICE 5UMMER5WEET Clethra ahlfolla 'ruby spice' 36" CONT. G5 585 SUB -TOTAL NEW PLANT MATERIALS b20.G85 ON-51TE PLANT MATERIAL TO BE PRESERVED AND PROTECTED IN ORIGINAL LOCATION AT EAST PROPERTY LINE 250 LF ARBORVITAE HEDGE 15' HEIGHT 50 LF 12.500 REMOVE INVASIVE PLANTS FROM WITHIN HEDGE LUMP SUM 500 SUB -TOTAL PRESERVED PLANT MATERIALS AT EAST PROPERTY LINE $13.000 OPINION OF PROBABLE VALUE OF LANDSCAPE PLAN b33.G85 GOODWILL PARKING AREA TREE REQUIREMENT TK LAND5GAPE ARG"TEGT5 5-11-09 REVI5ED 5-29-09, G-8-09. G-11-09 PARKING AREA TREE REQUIREMENT G3 PARKING SPACES 1 TREE PER 5 SPACES = 13 TREES REQUIRED 4 CHANTICLEER GALLERY PEAR 2.5' GAL. G SARGENT GRABAPPLE 2.5' GAL. 4 SARGENT CHERRY 2.5' GAL. 4 SNOWGLOUD AMELANCHIER 2.5' GAL. TREEEORM 18 TREES PROVIDED PLANT QUANTITY SGHEDULE - COMMON NAME TK GOODWILL REVISED 5G29 09GG-B-09. G 91099G-11-09 BOTANIC NAME 51ZE NOTE UNIT PRICE PRICE 8 PRINCETON ELM Ulmus americana 'Princeton' 2.5" CAL. B+B, MATCHED G40 5120 4 CHANTICLEER GALLERY PEAR Pyrus calleryana chanticleer 2.5" CAL. B+B 490 19GO G SARGENT GRABAPPLE Maiu5 sargentii 2.5" CAL. B+B 490 2940 5 TATARIAN MAPLE Acer tatarica 2.5" CAL. B+B G20 3100 4 SARGENT CHERRY Prunus sargentii 2.5" CAL. B+B 490 19GO 4 SNOWCLOUD AMELANCHIER Amelanchler laevis '5nowcloud' 2.5" CAL. B+B. TREEFORM G20 2460 3 JAPANESE TREE LILAC Syringa reticulata 'Ivory silk' 2" B+B 500 1500 1 5ERVICE13ERRY Amelanchler canadensls 8' CLUMP TRANSPLANT 0 0 5 DWARF FOTHERGILLA Fothergilla gardenia 36" CONT. G5 325 11 COMPACT BURNING BUSH Euonymus alatus compactus 36" CONT. G5 715 9 RUBY SPICE 5UMMER5WEET Glethra alnifolia 'ruby spice' 36" CONT. G5 585 SUB —TOTAL NEW PLANT MATERIALS ON-51TE PLANT MATERIAL TO BE PRESERVED AND PROTECTED IN ORIGINAL LOCATION AT EAST PROPERTY LINE 250 LF ARBORVITAE HEDGE 15' HEIGHT 50 LF 12.500 REMOVE INVASIVE PLANTS FROM WITHIN HEDGE LUMP SUM 500 51-113—TOTAL PRESERVED PLANT MATERIALS AT EAST PROPERTY LINE $13.000 OPINUON OF PROBABLE VALUE OF LANDSCAPE PLAN b33.G85 GOODWILL PARKING AREA TREE REQUIREMENT TK LANDSCAPE ARGHTECT5 5-11-09 REVISED 5-29-09. G-5-09. G-11-09 PARKING AREA TREE REQUIREMENT G3 PARKING SPACES 1 TREE PER 5 SPACES = 13 TREES REQUIRED 4 OMANTICLEER GALLERY PEAR 2.5" GAL. G SARGENT CRABAPPLE 2.5" GAL. 4 SARGENT ChERRY 2.5' GAL. 4 SNOWGLOUD AMELANGHIER 2.5" GAL. TREEFORM 18 TREES PROVIDED PLANT QUANTITY SGI-tEDULE - COMMON NAME ARH GOODWILL REVISED 5C 29E 09GGIT8G09, G 91099G-11-09 BOTANIC NAME 51ZE NOTE UNIT PRICE PRICE 8 PRINCETON ELM Ulmus amerlcana 'Princeton' 2.5" CAL. B+B. MATCHED G40 5120 4 CHANTICLEER GALLERY PEAR Pyrus calleryana chanticleer 2.5" CAL. B+B 490 19GO G SARGENT GRABAPPLE Malus sargentii 2.5" CAL. B+B 490 2940 5 TATARIAN MAPLE Acer tatarica 2.5" CAL. B+B G20 3100 4 SARGENT CHERRY Prunus sargentii 2.5" CAL. B+B 490 19GO 4 SNOWGLOUD AMELANGHIER Amelanchler laevis '5nowcloud' 2.5" CAL. B+B. TREEFORM G20 2480 3 JAPANESE TREE LILAC Syringa reticulata 'Ivory silk' 2" B+B 500 1500 1 5ERVIGEBERRY Amelanchler canadensis 8' CLUMP TRANSPLANT O 0 5 DWARF FOTHERGILLA Fothergilla gardenli 36" CONT. G5 325 11 GOMPAGT BURNING BUSH Euonymus alatus compactus 36" GONT. G5 715 9 RUBY SPICE 5UMMER5WEET Clethra alnifolia 'ruby spice' 36" CONT. G5 585 SUB —TOTAL NEW PLANT MATERIALS $20.G85 ON —SITE PLANT MATERIAL TO BE PRESERVED AND PROTECTED IN ORIGINAL LOCATION AT EAST PROPERTY LINE 250 LF ARBORVITAE HEDGE 15' HEIGHT 50 LF 12.500 REMOVE INVASIVE PLANTS FROM WITHIN HEDGE LUMP SUM 500 SUB —TOTAL PRESERVED PLANT MATERIALS AT EAST PROPERTY LINE $13.000 OPINIION OF PROBABLE VALUE OF LANDSCAPE PLAN b33.G85 GOODWILL PARKING AREA TREE REQUIREMENT TK LAND5GAPE ARGHTEGT5 5-11-09 REVISED 5-29-09. G-8-09. G-11-09 PARKING AREA TREE REQUIREMENT G3 PARKING SPACES 1 TREE PER 5 SPACES = 13 TREES REQUIRED 4 CHANTICLEER GALLERY PEAR 2.5' GAL. G SARGENT CRABAPPLE 2.5' GAL. 4 SARGENT CHERRY 2.5' GAL. 4 SNOWCLOLID AMELANGHIER 2.5' GAL. TREEEORM 1B TREES PROVIDED PLANT QUANTITY SGHEDULE - COMMON NAME GOODWILL REVISED 5G29-09.G61 509, G 91099G-11-09 BOTANIC NAME SIZE NOTE UNIT PRICE PRICE 8 PRINCETON ELM Ulmus americana 'Princeton' 2.5" CAL. B+B. MATCHED G40 5120 4 CHANTICLEER GALLERY PEAR Pyrus calleryana chanticleer 2.5" CAL. B+B 490 19GO G SARGENT GRABAPPLE Malus sargentii 2.5" CAL. B+B 490 2940 5 TATARIAN MAPLE Acer tatarica 2.5" CAL. B+B G20 3100 4 SARGENT CHERRY Prunus sargentii 2.5" CAL. B+B 490 19GO 4 SNOWGLOUD AMELANCHIER Amelanchier laevis '5nowcloud' 2.5" CAL. B+B. TREEFORM G20 2480 3 JAPANESE TREE LILAC 5yringa reticulata 'Ivory silk' 2" B+B 500 1500 1 SERVICEBERRY Amelanchler canadensis 8' CLUMP TRANSPLANT O 0 5 DWARF FOTHERGILLA Fothergllla gardenll 36" CONT. G5 325 11 COMPACT BURNING BUSH Euonymus alatus compactus 36" CONT. G5 715 9 RUBY SPICE SUMMERSWEET Clethra alnifolia 'ruby spicce' 36" CONT. G5 585 SUB -TOTAL NEW PLANT MATERIALS E20.G85 ON -SITE PLANT MATERIAL TO BE PRESERVED AND PROTECTED IN ORIGINAL LOCATION AT EAST PROPERTY LINE 250 LF ARBORVITAE HEDGE 15' HEIGHT 50 LF 12.500 REMOVE INVASIVE PLANTS FROM WITHIN HEDGE LUMP SUM 500 5UB-TOTAL PRESERVED PLANT MATERIALS AT EAST PROPERTY LINE $13.000 OPINION OF PROBABLE VALUE OF LANDSCAPE PLAN 533.G85 GOODWILL PARKING AREA TREE REQUIREMENT TK LAND50APE ARCHITEGT5 5-11-09 REVISED 5-29-09. 6-5-09. 6-11-09 PARKING AREA TREE REQUIREMENT G3 PARKING SPACES 1 TREE PER 5 SPACES = 13 TREES REQUIRED 4 CHANTICLEER GALLERY PEAR 2.5' GAL. G SARGENT CRABAPPLE 2.5' GAL. 4 SARGENT CHERRY 2.5' GAL. 4 SNOWCLOUD AMELANGHIER 2.5' GAL. TREEPORM 1B TREES PROVIDED PLANT QUANTITY 5CMEDULE - COMMON NAME GOODWILL REVISED 5G29 09GG-8G09. G 91099G-11-09 BOTANIC NAME SIZE NOTE UNIT PRICE PRICE 8 PRINGETON ELM Ulmus amerlcana 'Princeton' 2.5" CAL. B+B. MATCHED G40 5120 4 CHANTICLEER GALLERY PEAR Pyrus calleryana chanticleer 2.5" CAL. B+B 490 19GO G SARGENT CRABAPPLE Malus sargentii 2.5" CAL. B+B 490 2940 5 TATARIAN MAPLE Acer tatarica 2.5" CAL. B+B G20 3100 4 SARGENT CHERRY Prunus sargentii 2.5" CAL. B+B 490 19GO 4 SNOWGLOUD AMELANCHIER Amelanchler laevls 'Snowcloud' 2.5" CAL. B+B. TREEFORM G20 24BO 3 JAPANESE TREE LILAC Syringa reticulata 'Ivory silk' 2" B+B 500 1500 1 SERVICEBERRY Amelanchler canadensls 8' CLUMP TRANSPLANT O 0 5 DWARF FOTHERGILLA Fothergllla gardenll 36" CONT. G5 325 11 COMPACT BURNING BUSH Euonymus alatus compactus 36" CONT. G5 715 9 RUBY SPICE SUMMERSWEET Glethra alnifolla 'ruby splcce' 36" GONT. G5 555 SUB —TOTAL NEW PLANT MATERIALS b20.G85 ON —SITE PLANT MATERIAL TO BE PRESERVED AND PROTECTED IN ORIGINAL LOCATION AT EAST PROPERTY LINE 250 LF ARBORVITAE HEDGE 15' HEIGHT 50 LF 12.500 REMOVE INVASIVE PLANTS FROM WITHIN HEDGE LUMP SUM 500 SUB —TOTAL PRESERVED PLANT MATERIALS AT EAST PROPERTY LINE $13.000 OPINIION OF PROBABLE VALUE OF LANDSCAPE PLAN $33.G85 GOODWILL PARKING AREA TREE REQUIREMENT TK LAND50APE ARCHITEGT5 5-11-09 REVI50 5-29-09. G-8-09. G-11-09 PARKING AREA TREE REQUIREMENT G3 PARKING SPACES 1 TREE PER 5 SPACES = 13 TREES REQUIRED 4 CHANTICLEER GALLERY PEAR 2.5' GAL. G SARGENT GRABAPPLE 2.5' GAL. 4 SARGENT CHERRY 2.5' GAL. 4 SNOWCLOUD AMELANGHIER 2.5' GAL. TREEFORM 18 TREES PROVIDED - . a a w • M ♦ 4 iII �— Goodw'111 Industr'ies Baldwin Ave. View, So. Burlington, VT- At J Goodwill Industries Aerial View, So. Burlington, VT. RICK ■ ■ 3 C T ■. 47 Main Street Topsham, Maine 04086 (207) 729-4177 moo m ,;•1°�,. a ,. Vet y'- r 4 - jIfMINE 'A, NIMMM Goodwill Industries Shelburne Rd. View, So. Burl"in -.91M _� - _ �ASt SIDS S�aLE: ��8�� _ ,,_m„ Cathyann La Rose From: Craig Lambert Sent: Monday, June 15, 2009 7:30 AM To: 'terry@tkland.com', Cathyann La Rose Cc: green_dolphin@comcast.net, Paul O'Leary Subject: RE: Goodwill Landscape Plan, Revised 6-11-09 Hi Everyone, The landscape plan looks pretty good. My final recommendation is that the existing trees that are to be saved in their current location should be identified on the plan(preferably to species but genus identification is acceptable). Craig Lambert South Burlington City Arborist 575 Dorset St South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clambert@sburl.com From: Terry Krinsky [mailto:terry@tkland.com] Sent: Thursday, June 11, 2009 3:42 PM To: Craig Lambert Cc: green dolphin@comcast.net; Paul O'Leary Subject: Goodwill Landscape Plan, Revised 6-11-09 Hi Craig: I have attached a revised Goodwill Landscape Plan and opinion of the probable cost of planting for your review. They are dated 6-11-09 and supercede any previous versions. The revisions include showing proposed locations for the plant materials that will be transplanted. I coded these plants with ID numbers that correspond to the numbers on the green flagging that we looked at this morning on the site. Another revision is the deletion of the new arborvitae hedge adjacent to the truck loading dock and substituting 4 Snowcloud Amelanchier to comply with Ray Belair's request for deciduous trees in that location. The amelanchier will work in that location because they are relatively narrow crowned, salt tolerant, and shade tolerant. The DRB hearing for this project will be continued next Tuesday. When you send your review comments to Cathy or Ray, we would appreciate it if you could also send a copy the applicant team listed on this email so we can review prior to the hearing. Thanks for your assistance. TK Terry Krinsky, ASLA TK Landscape Architects 133 Blakely Road, Suite 203 Colchester, Vermont 05446 Voice & Fax: 802-864-7843 Email: 6/15/2009 I n 3 I I 3 I I 6\ O.H.W. U7 x 0 B PRINCETON ELM 40' ON CENTER OFFSET 1INSIDE PROPERTY LINE SNOW STORAGE 6 ORA(E EU5THG MEDGEROW REMOVE DEAD AND DAMAGED TREES PRUNE DEAD AND DAMAGED LM5 FILL GAPS WITH PLANTS FROM ON-51TE TRANSPLANT NUR5REY REFER TO a) REFERENCE NUMBERS \ REMOVE WEEDS PREPARE SERFAGE. FERTLQE. Eli. SEED. MULCH Camy 2 CHERRY IN AVAILAMLE R141 11 Ir 11 U�� J , PEAR EDGE T.14AVEMrNT FINISHED JA TO 12' ABOVE TOP OF GENT CHERRY 4 WITH 150 PACHYSANDRA � � F.■■■■.�.■■PRIOR TO - r. — I��AIM \�12'51BERIAN ■ I� Or SET 10 FROM BUILDING NORTH SIDE ONLY CARPET I� I3' ON CENTER STAGGERED —1 JAPANESE TREE LILAC OFFSET 10' FROM BUILDING APANESE TREE LILAC J11 COMPACT BURIIIIING BUSH ''7, ■ w .BALDWIN saw REMOVE 4 MAPLES ABUTTING BALA OFFSET 5' "ON SIDEWALK OFFSET 5' EDGE OF I �O.H.W-- -_ BALDWIN AVENUE Tr2-3! 5' CAL. 9' CAL. PLANT SCHEDULE -GOODWILL ,REVRmL"w6GSE 6"�T6 be l+loO9a 6 no aIANRrY COM10N NAM WTA•C WAIT[ s� N.TE 6 1RCETOI nM Lr. A..rr... T4NUW' 2A' OAL 046 IYTOm 4 CJIANRA[[R GALLERY PM Ir- -A. d-*-k f 2.5' CAL 00 6 SMGD f EAADAPRE nr. -9— 2.5' CAL 6♦6 B TATARIAI MARE Arr t.trJu Lr CAL 616 • 6ARGOIT O how -pots 2.0' CAL 6N6 • SNOTIGLOM AMDAMM Awl JYr brr 6 Jed 2a• CAL 64& TTEEFORI .WAWSC TREE LLAG by,hp r.trrt.'.-, At 2• 8.111 1 SONICNDm" A� fad-- 6' CLUMP TRANSPLANT 5 DOW FOTNRIAOlA r u-g A 9 - b6' CON. 11 OOFAW RwIC O16M CCITT. 9 ROT SPICE ORKR611QT GAUT. AMOAA 'MAy MN ' ]R• GONE. 17 HOSTA Mloet. ,Ml.la 'AN. "Wok.' 2 YEAR GOIT 70 61ELLA D'ORO DAILY MQxr '6ti TY. 2 YEAR COT 23G PACH SA I RA Furs 12 SEVIIIAN CARPET Nrr.bbt. d..wlf lr CONT O*-' PLANT MATERIAL TO a PIMSEIV ED AM MOMTED N ORIOAL LOCATION AT EAST MOPQTT LINE AIMORNTAE NEW 15' NEOHf OM-SOE RANT HATERAL TO 6E PCSBMW AND PRORCTO N ORIOYL LOOAION AT NORM PROPQTY 12R 1 MAPLE 1Y OL I AMU PIN r CAL ♦ ARIIORVITAE 6' MOOT 2 PINK b' CAL - APPMO IL TRI56 TO W DCTW.m OAR PAVING --- ON-= RANT MATERIAL TO LC PIMSERVED NO PROTECTED N ORIGINAL LOCATION AT 6ALOMN AVE 2 MARC r GAL. 1 1T161C NINEr CAL DIME RAT MATOOL TO Q TRANSP ANTO TO MEW ONME LO TIONA, OLLANTRY M NINOQ I I MARE TARN AMU GROOM COVER r CAL MOPE TOGETHER b x.3.4 MAWTIIDAC HILTISTEM 10' How 1 5 MONET LOGUbT b' CAL 2 G.7 M60RWTAE 4'-5' HEIGHT &%IT PMW41 AWOM RLINIEN 911111106 6'-10' 1 m ANIIIANCHM NLTRTEH S' MEOW 1 12 MOKYL0 T 2' GAL GATAMOUNT 5UPRrMF MB( SEED NAM x OF MIXTURE MNSIM GERMINATION I TY KENTUCKY BLUEGRASS 25Z-35Z 85Z VICTORY CHEW.NG5 PE5CI.E 20Z-30Z 65Z UTT CER PCREN6AL RYEGRASS 20Z-30Z 9DZ SPARTAN HARD FESCUE 15Z-25x 9DZ INERT MATTER LESS THAN 3x WEED SEEDS LESS THAN 0.1% EMDOPHYTE ENHANCED FOR INSECT AND DISEASE RESISTANCE APPLICATION RATE IS 5 POUNDS PER 1000 SF KEY NEW NURSERY STOCK ® TRANSPLANTS WITH ID NUMBER EXI5TNG ON -SITE PLANTS LUSTING ARBORVITAE HEDGE FK Landscape Architects LNMbGXE AROFI6Tm . RTE PLANNL M BLAKELY ROAD. SUITE 203 COLCHESTER. VERMONT 05444 VOLE ♦ FAX- 502-664-7643 1-AL- t4NTytabara. o — 1. MOM TO CONSTRUCTION. THE CONTRACTOR SMALL CONTACT DIG -SAFE a 1-668-DIG-5AFE AND TNE PROJECT OWNER TO VERIFY TMC 'AS T' LOCATON5 OF UNDERGROUND U UfIf5. THE CONTRACTOR SMALL NOTIFY THE LANDSCAPE AROMTECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND E2ISTNG CONDITIONS. THE LANDSCAPE ARGMTECT SMALL REVIEW PROPOSED MODIFICATIONS TO THIS PLAN AND MAKE RECOMMENDATIONS AS NEEDED TO AVOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND DaSTNG SITE CONDITIONS. 2. SITE PLAN PREPARED BY- O'LCARY BURKE CIVIL ASSOCIATES. PLC 1 CORPORATE DRIVE. SUITE 1 ESSEX .2NCTION VERMONT B02-57b994D aSC..O6eybvx..- RCVI510145. Qj REVISE LANDSCAPE PLAN AS PER REVIEW COMMENTS FROM ORB r REVISE ENTRY WALKWAY G-9-09 ©DELETE ARB. HEDGE AT LOADING DOCK SUBSTITUTE AMELANCMERS IDENTIFY TRANSPLANT LOCATIONS G-11-09 H, n to 20 50 LANDSCAPE PLAN GOODWILL 1060 SMELBLRNT ROAD 500T1 MAL14GTON. VERMO l TF PROJECT 0905 5-11-09 SCALE A5 5MOWN L-1 r' \ EXISTT 4' WATER / 1 \ WAY I LINE TO 'LVT LPP/ l 00 NOT ENTER AND AED J / SIGN NYLOPLA5T LB / r to, \ \ NEW CONCRETE LURE LVTS WITH HANDICAP DEJ RAMPS AND T HANDICAP WARNING STRIPS I •� PARKING LOT EDGE ) I •,Q'1 �•O I / / DRAIN 60• PROVIDE FSWAL1/ DRAIN WITHIN SWALE INV OUT Q � 404.65' I\\ LU \ TO ExIyiING I — LOGAT I ON MAP N N i N PORCH I I 13 I ' I N� r ' O 1 ru �OR N°P° LOT m I I ' w 2 U" INV IN I' a.o'7 I _ _ \ I � — LEGEND 1 EDGE-- PROPERTY LINE DAYLI PARKING I DIKE RACK j ' V SET6ALK EOGE DRAIN f1 1 I / I \ \ j�- EDGE OF PAVEMENT DROP OFF AREA [v-QCONTTREE LINE C WITH ANOPY OUR MAJOR Q CONTOUR MINOR NE ' ON R E SI W LK y j I.� LIGHT POLE 1 Vl/ UTILITY POLE NEW LATCH DAMN 4 o- GUY WI E CONNECT O' \ IIO Q TO THE EXI5TI% 16" RLP PIPE ,Q RIM • 20535' 6 TALL WOOL O TRAFFIC POLE \ PICKET FENCE RETAINING WALL - - /I EXISTING CURD 12" INV OUT IB OUT 200 75 / ® TRAFFIC LIGHTS LUT N WATER HYDRANT EXISTING 203.T51 FINISH FLOOR ELEV 1 GAS VALUE \ TO DE REMOVED \\I I p0 ' RLP \ 2090 1 1 WATER VALUE �3 I 1 D 11 PROPOSED D j 1 1 16,592 5F 1 BUILDING ( WITH I 63 PARKING SPACES I XY Zoning Information Commerical 1 Automobile Zoning District I - Dimensional Requirements Required Proposed H N PARCEL slzE � / I Minimum Front Yard Setback - - I ]�W I II 72,214 sF u.�1 AI III -Shelburne Road 50 Feet 36 Feet Big / I 3 \) C -Baldwin Avenue 30 Feet 30 Feet Minimum Rear Yard Setback 10 Feet 10 Feet 1 LOCATE EXISTING SEWER SERVILE I 5ETDACK 2 �1 Minimum Side Yard Setback 10 Feet 10 Feet AND EXTEND TO NEW DUILDING ; I I I NEW CD RIM 207.T5 TRENCH DRAIN 1 �' OPENING IN 20T.5 ~i I Parking S ces 83 63 EXISTING SIGN' 6' IN 201.50' ' 1 S e OUT • 20I25 /N Total Coverage 70 MaX 68i 1 FRENCH DRAIN IN - 201.25 NEW t> C> WATEK \ J�..1 Front Yard Coverage I � r T',ERV ce 1 -Shelburne Road ax ZZ:J _ NEW 6 PE FR ' -Baldwin Avenue aX 1 $ 6' OR,75 PVC, DR IN L G DOG I ✓ w l/ S O.H.µ! 6• CLDO DI �4�'e Property line information O.H.W. isom Pinkham Engineering S —5 NEW 6" T54V j Of �� Associates, Inc. Dated Jan. /® EXISTING 6" AL gTER BALDWIN A INSIALL NEW CURB GUT LINE V/• 22nd, 1986 Book 261 page 20 NUE AND EXTEND SIDEWALK Plat 197/84 - 179 GRAPHIC SCALE OWNER & APPLICANT lo IN FELT> I inch = 20 PL 1080 Shelburne Road, LLC. 1180 Williston Road South Burlington, Vermont 05403. Phone # (802) 862-2714 x21 CITY OF SOUTH BURLING TON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: June 12, 2009 \drb\sub\ShelburneRoadLLC_prelirn Minal Application received: May 11, 2009 1080 SHELBURNE ROAD LLC PRELIMINARY PLAT APPLICATION #SD-09-25 nda # 8 FINAL PLAT APPLICATION #SD-09-26 Meetinq Date: June 16, 2009 Applicant/Owner 1080 Shelburne Road LLC 1184 Williston Road South Burlington, VT 05403 Engineer/Contact Property Information O'Leary Burke Civil Associates Tax Parcel 1540-01080C 1 Corporate Drive Suite 1 Commercial 1-Automobile District Essex Junction, VT 05452 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal Shelburne Road LLC, hereafter referred to as the applicant, is seeking preliminary and final plat approval for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 16,592 sq. ft. retail building, 1080 Shelburne Road (Tuscan Kitchen). The applications were reviewed on June 2, 2009 and continued so that the applicant could address some of the concerns of the staff and board (minutes not yet available). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on June 10, 2009 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements C1-Auto Zoning District Required Proposed Min. Lot Size 40,000 SF 72,214 SF Max. Density n/a n/a Max. Building Coverage 40% 22.2% �l Max. Overall Coverage 70% 68.1 % +Min. Front Setback Shelburne Rd 50 ft. 35 ft. �l Min. Front Setback Baldwin Ave 30 ft. >30 ft. Min. Rear Setback 30 ft. >30 ft. Max. Building Height 35 ft. <35 ft. Front Yard Coverage Shelburne Rd 30% 30% Front Yard Coverage Baldwin Ave 30% 16% 4 zoning compliance n/a no residential units proposed A waiver requested The applicant is requesting a waiver from the front yard setback requirements for Shelburne Road in order to move the building forward and provide room to the rear for parking, in accordance with the South Burlington Land Development Regulations (SBLDR). Staff supports the proposed location of the building and recommends that the Board grant a front yard setback waiver for Shelburne Road of fifteen (15) feet. 1. The Board grants a front yard setback waiver for the Shelburne Road side of the lot of fifteen (15) feet. SUBDIVISION CRITERIA CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal 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. The South Burlington Water Department has reviewed the plans and provided comments in a letter dated June 11, 2009 (attached). The applicant shall adhere to the comments of the South Burlington Water Department. The plans require revisions. 2. The applicant shall adhere to the comments of the South Burlington Water Department per the letter dated June 11, 2009. The plans shall be revised accordingly. 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. 3. If necessary, the applicant shall obtain final wastewater capacity allocation from the Director of Planning and Zoning prior to recording of the final plat plans. 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. The City of South Burlington Stormwater Superintendent has reviewed the plans and provided comments in a memo dated June 9, 2009 (attached). 4. Prior to recording the final plat plan, the applicant shall provide all information requested to the City of South Burlington Stormwater Superintendent and make any plan changes so requested. 5. 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 a two-way 28 foot wide drive off of Baldwin Avenue. The applicant is also proposing a 12-foot egress only drive to Shelburne Road. The applicant is proposing to remove an existing curb cut along Shelburne Road. The applicant is also showing an access to the property to the north, known as Shearer SDMWN Associates LLC. The applicant shall record this in the land records. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal 6. Prior to issuance of a zoning permit, the applicant shall record a "Notice of Conditions" in the South Burlington Land Records, which has been approved by the City Attorney, indicating that the applicant will provide the owner of the property to the north a 24-foot wide access easement to the property to Baldwin Avenue in connection with a plan approved for development of the property to the north. . The Fire Department has provided comments in a letter dated June 11, 2009 (attached). 7. The applicant shall adhere to the comments of the South Burlington Fire Department per the letter dated June 11, 2009. Where necessary, the plans shall be revised. The existing property is currently grandfathered at 78 pm peak trip ends (high quality restaurant LUC). Staff has worked with the applicant to choose an appropriate land use category and estimate traffic from the proposed use according to the ITE Trip Generation Manual. Based on the use of Apparel Store, the estimated traffic generation would be 3.83 vehicle tripe ends for the pm peak hour, for a total of 63 vehicle trip ends. This is lower than the grandfathered amount. Because the category used for traffic is specific to apparel store and not general retail, the property will be required to apply to the Development Review Board for a change in circumstance. 8. The approval herein is for retail of apparel. The property will be required to apply to the Development Review Board for a change in circumstance if the type of retail use changes. 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 does not appear to contain any wetlands, streams, or other unique natural features. 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 5.02(A) of the Land Development Regulations, the Commercial 1-Auto District is established to recognize the existence of several automobile sales and service facilities in the area of the City and allow for their continued operation and improvement...." While the proposed use is not an automobile use, it does not detract from the goals of the zoning district or the sated use or practice of the Shelburne Road Corridor. 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. The open spaces on this property are largely limited to the perimeter of the lot. This is a dense zoning district in a highly traveled commercial corridor and therefore staff is not concerned by lack of significant open spaces on the lot. 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. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal Staff has already stated that the Fire Chief shall review the plans. 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 applicant has shown plans for stormwater retention and treatment on the property. The amount of impervious surface meets the guidelines for state review and staff recommends that the City's Stormwater Superintendent review the plans. Staff has already stipulated this in a condition above. 9. 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 City Engineer has reviewed sketch plan and provided early comments in a memo dated May 25, 2009 (attached). The applicant should adhere to his comments. 10. The applicant shall adhere to the comments of the City Engineer and revise the plans as necessary. A lighting plan for the proposed project has been submitted for this proposal and appears to meet 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 genera► 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 applicant has provided for adequate pedestrian movement from Shelburne Road to the main entrance. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelim Final According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 16,592 SF of retail use shall require 83 parking spaces. The applicant is proposing to provide 63 parking spaces. Therefore the applicant is requesting a parking waiver of twenty (20) spaces, or 24.1 %. Staff supports a sizeable parking waiver as the subject property is on a major bus route and also easily accessible via non -motorized transportation. Staff is concerned, however, about the existing use of the lot to park employee vehicles for the neighboring property to the north. Staff wishes to make it clear that every single parking space is necessary to meet the minimum required by the SBLDR. The use of the parking spaces shall be strictly limited to serve the proposed building only. 11. The parking spaces on the subject property shall be limited to the sole use of serving the subject property. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is 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 to the rear of the building. There are five proposed spaces along Shelburne Road, but even these fall behind the building line. The Board previously expressed that they had no concerns about the location of the proposed parking provided the applicant provides a generous amount of landscaping along Shelburne Road. Four crabapples and an elm are shown in the area. This appears sufficient. 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 stated that the maximum height of the proposed two-story building will not exceed 35 feet, which is in compliance with the Land development Regulations. 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 elevations of the proposed building. 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. Again, the applicant has submitted elevations of the proposed building. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadPrelimFinal 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. Staff has already discussed the potential for connection to the property to the north. 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 depict a proposed recycling center. It is shown as adequately screened. Landscaping and Screening Requirements Based on cost projections for submitted by the applicant, the minimum landscaping requirement is $19,500. The applicant has submitted a landscaping plan for the property for $20,685 in new plants, along with a request that much of the on -site plant material be preserved or transplanted. No additional credit is necessary. Pursuant to Section 13.06(B) of the Land Development Regulations, in all off-street parking area with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot contains more than 28 spaces. The site plan appears to show that this requirement is met. 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 currently depict a small snow storage area to the northwest area of the property and additional areas to the rear of the building. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l080ShelburneRoadPrelim Final Staff recommends that the Board approve Preliminary Plat application #SD-09-25 and Final Plat application #SD-09-26 subject to the conditional items in this report. Respectfully submitted, 1 G t Wan LaRose, Associate Planner Copy to: Paul O'Leary, O'Leary Burke SOLI i BURLINGTON WATER C PARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 www.southburlingtonvt.govoffice2.com June 11, 2009 Mr. Paul O'Leary O'Leary -Burke Civil Associates 1 Corporate Dr, Suite 1 Essex Junction, VT 05452 RE: Goodwill,1080 Shelburne Rd Dear Paul: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The Application for Water Allocation preciously provided must be completed and returned to the South Burlington Water Department as soon as possible. As this project continues, the Application for Water Allocation will need final. approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. 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." 4. 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 *ater 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. 5. 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. 6. 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. 7. 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 new lines 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 any project DI water main is installed or the pipe shall be poly wrapped. 8. Stainless Steel Tapping sleeves shall be used on Asbestos Cement (AC), Cast Iron (Cl), 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. 9. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or approved equal. 10. Sheet Specific comments: a. The existing 4" service line must be cut and capped beyond the existing service line gate valve as shown. The SBWD must be notified at least 7 days in advance of the required work as the cut & cap will likely require the shut down of a section of the Shelburne Road water main. This work might have to be performed at night. b. The proposed six-inch tap on Shelburne Road is unacceptable. Instead the tap would be best performed on the Baldwin Avenue 6" AC water main located on the opposite side of the road. An exploratory excavation may be necessary to confirm the location of the Baldwin Avenue water main before tapping. c. The CWD Tapping Sleeve and Valve Detail must be included in future plans. 11. 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. The gas line is not shown on these plans. 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. 12. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 13. At least 7 days before the start of actual construction the contractor shall notify the SBWD of his intent to proceed, and shall arrange a meeting to discuss the project if necessary. 14. 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. 15. 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: Goodwill, 1080 Shelburne Rd 6-09 MEMORANDUM To: Bruce Hoar, Director of Public Works Fr: Bill Szymanski, City Engineer Date: May 25, 2009 Re: Comments — Goodwill Industries 1. Plan shall clearly show where concrete curbs are proposed. 2. Sidewalk on Shelburne Road and Baldwin Avenue shall not be removed. Entrance and exit drives shall butt up to them. Damage sidewalk shall be removed and replaced. The Shelburne Road entrance and exit including island shall be curbed. 3. Work within Shelburne Road will require a state permit. 525 Dorset trL,!1 tw fluthnglan, YT 05403 lei Roy 849-4'06 last 002 846.4�01 inv* - Sup wrm South June 11, 2009 idurlington Fire Department 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Good Will Industries — Shelburne Road Dear Ray: I have reviewed the plans for the proposed Goodwill Industries building on Shelburne Road. Elevations were not included in the drawings which I was given so my comments have been generalized. I have the following recommendations: Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Fire Safety. This is to include both residential and garage areas. Standpipes will also be provided as required by code. 3. Fire Department Sprinkler Connection locations to be specified by SBFD. 4. Fire Alarm System panels and enunciator location to be specified by SBFD. 5. Provide an emergency key box(s) for the building, location(s) to be specified by SBFD. 6. Trees and plantings should be located so as not to block windows or interfere with the use of the aerial ladder for rescue and firefighting purposes. 7 Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. Turning radii and road widths within this property should be sized to allow for parking, set-up and operation fire apparatus. Post r Fax Note 7671 Date ages► To / ( From Co./Dept. Co. Phone # Phone # Fax # C� ` Fax # Page — 2 9. The drop off canopy should be designed to allow fire and emergency medical apparatus to pass underneath. 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 Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincer Douglas S. Brent Fire Chief Cathyann LaRose From: Tom Dipietro Sent: Tuesday, June 09, 2009 11:32 AM To: Cathyann LaRose Cc: Bruce Hoar Subject: Proposed Goodwill application Hi Cathy, I have reviewed the plans for the proposed Goodwill project that were provided by O'Leary -Burke Civil Associates (dated 5/1/09). My comments are below: • How much new impervious area will be created by the project? Has the applicant contacted the VT ANR regarding the need for a State stormwater permit? Will construction disturb more than 1 acre? If so, a state stormwater construction permit will be needed. . The applicant is proposing to connect the site's reconfigured drainage system into the existing drainage system on Baldwin Avenue. A proposed 10" pipe will connect the ADS water quality unit at the SW corner of the lot to the existing storm drain on Baldwin Ave. Previously, the storm drain on Baldwin Avenue did not drain any additional upstream areas (only the roadway surrounding it on Baldwin Ave) and is connected to the rest of the drainage system by a 6" corrugated metal pipe (CMP). The drainage system downstream of this area consists of 24" pipe. Please provide modeling for the 25-yr, 24-hr storm event that confirms that this will not impact the ability of the property to drain in the proposed way (as per section 15.13 (F) of the SB LDRs) • Please provide hydrologic modeling for this site under current and proposed conditions for all storm events that treatment will be provided for (e.g. WQv, CPv, Q10, Q100) Thank you for the opportunity to comment. If you have any questions, please contact me at (802) 658 — 7961 x108. -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility 575 Dorset Street South Burlington, VT 05403 Phone: (802) 658 - 7961 Fax: (802) 658 - 7976 email: tdipietro@sburl.com < www.sburlstormwater.com > 6/11 /2009 i WATER CUT G, TS'205.00 "1 GRAPHIC SCALE I huh - 20 ft. j � � I V 01 F it V 7 I}LE 0 N I'� NG WALL 1 /� N II N i I- I� I ! � _6rxao� s000• IN5TALL NEW GURf> CUT AND EXTEND SIDEWALK OWNER & APPLICANT 1080 Shelburne Road, LLC. 1180 Williston Road South Burlington, Vermont 05403. Phone # (802) 862-2714 x21 LOCATION MAP LEGEND PROPERTY LINE - SETOACK EDGE OF PAVEMENT TREE LINE - CONTOUR MAJOR ___ __ CONTOUR MINOR O LIGHT POLE `L UTILITY POLE P GUY WIRE O TRAFFIC POLE ® TRAFFIC LIGHT5 WATER HYDRANT °V GA5 VALUE WATER VALUE Zoning Information Commerical 1 Automobile Zoning District Dimensional Requirements Required Proposed Minimum Front Yard Setback -Shelburne Road 50 Feet 36 Feet -Baldwin Avenue 30 Feet 30 Feet Minimum Rear Yard Setback 10 Feet 10 Feet Minimum Side Yard 5etback 10 Feet 10 Feet Parking Spaces 83 62 Total Coverage 70 o Max 68% Front Yard Coverage - -Shelburne Road o Max 3 0 -Baldwin Avenue 3 o Max 16 F.- * The Property line information is from Pinkham Engineering Associates, Inc. Dated Jan. 22nd, 1986 Book 261 page 20 Plat 197/84 - 179 p•� O'LEARY—BURKI CIVIL ASSOCIATES, PLC SOUTH 6UP.LINGTON ter. 51TE PLAN 1 ,•_2W i GIM DASIN RIM 205.03' INV. OVf 200.15 0 o I i III I II I / I � I l I 1 \ N 1 / I I , GRAPHIC SCALE w a b n i LEGEND PROJECT DOUNDARY - --- SETDAGK EDGE OF PAVEMENT TIME LINE - CONTOUR MAJOR _ CONTOUR MINOR G LIGHT POLE `n• UTILITY POLE O- GUY WIRE O TRAFFIC POLE ® TRAFFIC LIGHT5 WATER HYDR-41T GA5 VALUE WATER VALUE / WA o o-1 PROPOSED GOODWILL 4-20-09 ■ C3 m, 1060 5HEL6UKNE ROAD E054 OTEARY—BUR SOUTH BUKLINGTONir Si CIVIL ASSOCIATES, PLC, , .a EXI5TIN& CONDITION5 ,� STADLER weaePee�r &arRe Die-Ceet M. 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LIGHTING u g 018 028 033 0.37 + + 1 33 061//089 098 T 92 76 051 055 1. 4 2,01 2,36 1.2 0.98 1 + + 14.24 2.73 1.34 I033 1388 208 6.05 8.8 1 94 390 1.39 933 �6,91 2.25 6,96 12 02 435 161 + + 1 034, OR +-- + 2.35 45 9. 835 + 3.95 + 1.3 037 087 I 1,94 163 469 401 227 1, 1 j 068 I I 1.36 I + 2.72 255 1.69 0, + 0,40 + 1 + + 0.651 lb f 0,85 + 0.57 + Oj] 1 + 10-11 + + (1?Sl_ 9 Rd? + 04R } 041 II .P ..I 3i1.71 II 11 II I 11 1 1 I I I I 1 I I 1 I 1 � 1 4 1 + 005 0,06 - 0.+ 015 49 �71 �65 I0.53I0.37 012 0+ 009 0,09 0+0 0,48 (63 0. 1.09 1,65 1,85 1,66 123 0.72 036 0,20 1 0.18 0,20 0 }+++ 0. 1,64 3.04 + 3,92 + + 3,59 2.26 + 111 + 0.50 + 0.27 0 6 + 0.36 +0.52 0,46 0 0, 0. 8 221 13 22 2,66 113 0,49 0, 0, 8 065 0,99 0 10, 0.6 6 S9 ,68 9,44 48 099 L91 2, 0, 5 0 1 10 .05 8.01 11 - + 5 121 2162 3. 3 55 ,04 22 4.14 5.17 4 3 2+ 0 57 128 2,6f 3. 0.41 04 0.93 1,84 3,01 3.49 3.01 1.77 0,53 106 1,78-_L + } 7 ,34 + 0,60 + 0,98 + 1,38 + 1,58 } + 1.50 1,07 + 0.62 + 0,34 + 0 7 + 0.41 + 0,67 } 0.90--9r' 15 20 0,32 0.4 0.75 + +3 0,26 24 0,30 014 0,+0- 4- 011 + + 32 L6 5.77 4.64 0,+ 026 0.3 5 01 18.0 + 16.4 5 + 0.36 + 0.48 + 0.48 + 0,51 4-_ 0.37 01 + 0.+ 032 0 99 110 1.04 0.64 0.94 1,69 3 09 2,34 1,98 0,99 0, �I 9 85 + 3, + 1 4,03 + 2.98 98 + 1,26 0 + 7 22 4 5 T 3 4,32 311 9 0, )r 28 0 4� 5 307 246 + 0, 92 1 1,59 1.41 26 43 66 0.70 0.7 + 6 + 37 0,41 042 + / 1.22 0.35 04 + 9 a + + 0,86 0.84 1.01 0,75 + 043 �0 2,66 2,36 2.04 1,30 0,59 ,24 / it "1' +� + 39 4./5 3.43 + 1,78 } + 0,71 0P3 ff 7.5 5.0t7 3,82 + 0,71 0.23 -s + + + _ S 51 2.19 4,6 3 59 3 00 1.67 1,68 + + 068_0.7 + / a - THE CONTRACTOR SHALL NOTIFY-OMSAFE" AT 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. BALDWIN AVENUE GRAPHIC SCALE R W FEET ) i ieh= 20 TL IN I r+ I 1 U .L I d E I v a I O L LL i- O b1 O +." f C rn N I N 1 I JN I 1 1 I I 1 t I I 1 1 LEGEND PROJECT DOIMOARY -- SETDAGh. EDGE O, PAVEMENT TREE LINE CONTOUR MAJOR CONTOUR MINOR LIGHT FOIP DTILITY POLE o- GUY WIRE O TRAFFIC POLE ® TRAFFIC LIGHTS WATER HYDRANT GAS VALUE WATER VALVE TwNAREA NAME QJMEWQti� I- WIN NEW AREA I NEW GRID g, 0.50 1 IL70 1 001 Y 1 LIGHTING (21 VIRWD 15OW METAL HALIDE "000 p' POLE MOUNT 0"'0 2 2 ('-}O RUUD LIGHTING (1) WA(AD 150W METAL HALIDE I6000 2V POLE MOuYT 0.60 3 3 MGPH)LDEN LIGHT DLDG `L14e 104/106/00e-MT-11141TRF FLUORESCENT 42 T 3-00 6' WALL MOUNT 0.80 7 4 COOPER LICHHTING CEILING "F• 18 100 8000 tO CEILING MOUNT 0.60 2 METAL HALT. M200-23P IOOW METAL HALIDE EICA O oaAxwc O PAE -ey - w C3 -" O'LEARY-BURKI eP P CIVIL ASSOCIATES, PLC JO e� �p PROP05ED GOODWILL 1060 5HELDURNE ROAD SOUTH 6URLINGTON LIGHTING PLAN -1A 3 WHERE SHOWN 5" THICK 3500 P.S1. CONCRETE 1' TYPE II BITUMINOUS PAVEMENT 4' Tai t2. WALK 4'T0PSOIL 1 1/2" TYPE I BITUMINOUS PAVEMENT SEE SITE PLAN FOR GRADING SNOU 12' CRUSINED }' GRAVEL BASE , STATE SPEq 7 4.05-FlNE)� . A92 DENSE GRADt21s CRUSHE�D0 STONE7/ 700.06 � 4 \�t' OR NKCUIMED MATFNIA. ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANT-SPALUNG COMPOUND. MIRAR 50OX SEPARATION-/ CONTRACTOR SHALL NOTIFY ENGINEER TO INSPECT FABRIC OR APPROVED EQUAL SUBGRADE SOILS BEFORE PLACING ANY GRAVEL PARKING AREA DETAIL NTS TYPICAL SIDEWALK 5EC TION NTS cONCREI NOTE, LINES SHALL DE 4" WHITE PAINT HANDICAP VAN ACCE551PLE PARKING NTS 5' THICK 35DO SEE MANLIFAGTURER5 P.S.I. CONCRETE DETAIL 5HEET5 OR OTHER APPROVED POR REOb TREATMENT DOLT PATTERNS 12" 4' SOIL VARIES 2 FIN15H GRADE SEE PUN 24' SAND p• THICK DOW SiYROFOAM SM 44 KMAR BABE (VT. 4 HOKIZ. DAK5 SPEC. OR EQUAL INSULATION BOARD 7os.os W 3 VERT. STIRP5 Rl1 48' X 5CI-1 40 PVC CONDUIT I ALL EXPOSED SURFACES TO RECEIVE 2 COATS OF AN ANTI-SPAWNG COMPOUND. i TYPICAL SIDEWALK SECTION i-i 24 f ADJACENT TO DUILDING 6 LONG COPPER GROUND Ir.. PI � IRE FOR Wl NTS CONNECTION TO POLE TB„ TYPICAL LIGHT POLE RESERVED FOUNDATION (ISLAND) PARKING NTS Q PROVSDE 4" OF SANDY TOPSOIL d 1' /r RADIUS- OVER STONE. N VAN PROVIDE 6" ACCESSIBLE 3/4"TOI In' EMULSIFIED ASPHALT I/a' RADIUS CLEAN STONE 3.5' TO STEEL D CHANNEL GROUND STEEL POST STONE TO BE � B' T VT. SIT. E-121 WRAPPED IN MERAFI 3,500 PS CONCRETE 8 END AREA. 0.94 S.F. 18' e VAN ACCE5516LE SIGN 140N OR EQUAL NTS 6" PERF. PE UNDERDRAIN 12" MEN. NOTES : 1) CURBING SMALL BE CONSTRUCTED IN 10' SECTIONS WRH 1/8- JOINT BETWEEN SECTIONS, 2) CURBING EXPANSION JOINTS !NAM BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AA.SHTO DESIGNATION M-153 ( 1/2- SPONGE RUBBER OR CORK. ) 3) ALL EXPOSED SURFACES TO RECEIVE 2 CARTS OF AN AMR-SPALUNG COMPOUND. GONGRETE CURD NTS DURABLE ARROW PAINTED WHITE NOTE ARROW SHALL M 51ZED TO MEET STATE SPEC IFICATION5 PAINTED ARROW NTS M STOP 8' TO FLANGED CHANNEL GROUND STEEL POST VT, SHT. E-121 STOP SIGN ALL JOINTS SHALL BE THGROUCHILY CLEANED AND COATED WITH EMULSIFIED ASPHALT PRIOR TO PAVING \ ' EXIBTNC o GRAVEL. BABE -;. RAMP WM TEXTURED FINISH . SIDEWALK RAMPB SHALL W INSTALLED AT ALL STREET INTERSECTW9 WHERE NEW SIDEWALKS AND OURBS INTERSECT. • MAXIMUM DESIRABLE RAMP SLOPE - V/FT. x SINGLE RAMP ON TANGENT, NARROW OR NO GRASS STRIP 51DEWALK RAMP NTS EXISTING LVEMENT PRIOR TO PAVING BIT. PAVING �_.___._ __ _._.____.._...___. _.....� ON ONE OR BOTH SIDES THICKNESS OF EXISTING PAVEMENT OR A MINIMUM OF 1 1/2" OF TYPE III OVER 2 1/2- OF TYPE II BASE COURSE CKNESS OF EXISTING GRAVEL 18• MINIMUM DENSE GRADED USHED STONE PER VT. STATE EC. 74.06 RFJ CH EXCAVATION REPLACEMENT OF EXISTING BITUMINOUS PAVEMENT Gi'9 aI FRENCH DRAIN DETAIL NOTES 1. SETUP AND MAINTAIN SIGNS AND OFFICER SAFETY CONTROL DEVICES, 2. RESHAPE HOLE AND PATCH AREA BY CUTTING WITH CONCRETE SAW INTO A SQUARE OR RECTANGULAR SHAPE. CUT SIDE FACES VERTICALLY. RESHAPE DOWNWARD TO SOLID MATERIAL AND AROUND HOLE TO SOLID PAVEMENT. 3. BACKFILL TRENCH IN 6' LIFTS AND COMPACT EACH LIFT TO 95R OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D898 STANDARD PROCTOR, 4. REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE HOLE AREA CLEAN OF MUD AND STANDING WATER. 5. APPLY LIQUID EMULSION (RS-1) TO VERTICAL FACES IN A UNIFORM MANNER. DO NOT PUDDLE EMULSION ON BOTTOM OF THE HOLE. 8, PUCE TYPE 11 BASE COURSE OF PAVEMENT A MINIMUM OF 2 1/2' THICK. 7. FILL TOP OF HOLE WITH TYPE III BITUMINOUS CONCRETE AND COMPACT IN LIFTS OF NO MORE THAN 2". FINAL LIFT SHOULD BE 1/2' TO 1- ABOVE ADJOINING PAVEMENT BEFORE COMPACTION SO THAT AFTER COMPACTON THE PATCH IS LEVEL WITH THE EXISTING PAVEMENT. EACH UFT SHOULD BE THOROUGHLY COMPACTED WITH A VIBRATORY PLATE COMPACTOR OR A VIBRATORY PORTABLE ROLLER, EXPERIENCE HAS SHOWN THAT 15 TO 20 PASSES ARE REQUIRED WITH A VIBRATORY ROLLER AND A MIX TEMPERATURE ABOVE 250 DEGREES F ARE NECESSARY TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE USES FOR SMALL AREAS (LESS MAN 1 S.F.). 8. CLEANUP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED MATERIAL ON THE PAVEMENT. REMOVE SAFETY SGNS AND DEVICES. aEE Af f` �s I/sw PROVIDE [XPMIBI(DG JOHL p D1 a D 1>E a A SEf NOTE B d C a d + d DNOIIG uYER d C n 4K-6' MIN 4w-6w MIN 4w-6e MIN NOTES: 1. It le necee.Gry to ansuro the minimum dlmen.Iona shown habit for the e.isling a ndktone. 2. A minimum to .lrengM of 9000 PSI M roamnm.ndedre The bah Mould be r ted to dlie le air Pocket- 3. EXpan.fan and ch a control joints are racommandad to Prateat the chmnm and the concrete aumauntl. 4. The flnlehed laws of the --te surround moat be appr... 1/8" above the top of the channel edg- y. Reim, be ACO'S lata.l I..tdlotlon Inetructlonn for -pet. detail.. The .urfoce drainage .wtmn Moll ba pdymw cmlarate Ki00S M-.0 s,t- wIN 9.1-lzea steel K-rade ae manufactured by ADD Pdymar P,=Pe. Inc., Chardon. OH. or an pproveal equal. Channel. Mali be m ,hb turad from polweter In pal mar comets with an Integrally coat -In gaiYanitia steel edopge rail. The .,t- Mal be 4 I'*`7 (IF) nomind in.ke, width .1. a 6.1 m. (issmm) chest wiath) 4 1 Wit BMM97. (Iso 0. owi dfm=o a on the bhall pe Irtto 1,9 wkh a m e/fomrd }oM! Ewh PI Mall haw Preformed 4 In. (IOOmm ottom for wrticd connection wkh unaergrountl Plpinq. Dale t e Mao be d,btle Van are meet the a data to meet the tam load ciao. YP Pet .Y. T c f be red b mewn o/ alther a bY. iP leckln 9NO dev.1 or ed ed antl Intended a a ion. Grates MOI eP ppW Y y n r Chvn I and rate Mall a to endentl tiflaa to me eclfiad DiN 19%0 load class. locking bolt a tl ba . ne 9 b tlsp y car at Y. aP Polawrn er Concrete Mall haw material Nae I: ompreealw trength between 14,000-14.500 psi: flea, even h between 3600- as�OGlQeeTa, tarn. ntrenvm ar isaG peP.rO4n. maierla`I w tar abeaarrppD. t ns,Gn na< suss.- D.i x by w.igl.t ana .hnU N. rem.:ana a p . Kpwura rroetitf a hoot cydee and Memi.dly Ilef-It to d0ut. -We .1 allh. The eyetam shall be Metalled to aacordanp with the manufacturer'. InetrvcVbh. and recommenaatlma TRENCH DRAIN DETAIL NT5 10" DUCTILE IRON GRATE s u DARD GRAN AREA s0.7 SG. INCH PINIBN 6P.ADE� / w OR TO' GRATE NOTES, A CA5TIN65 ARE RATED FOR LIgR WHFPL LOAD TRAPFIC 1 GUALI- MATERIAL SHMLL ( Qet, TO ASTM A46 - CLA" _VCO J. PAINTS OASTINIM ARE IRUNISICD WITH A OLAGK PAINT `-.' OR W SOR 3S PVC INLINE DRAIN AND GRATE DETAIL AAeillr4Ao, Bi i A 3 N.. , ss - 64TT F 'w- r� � rf 'MDRa,Ii® GENERAL GON5TRUGTION 5PEGIFIGATIJN5 1) UTIUTY INFORMATION SHOWN HEREON WAS OBTAINED FROM BEST AVAILABLE tal AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. C(INTRACTOR SHALL VERIFY EXACT LOCATION OF EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UNITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN REON. HECONTRACTOR SHALL VERIFY NEW TAP LOCATIONS AND STALL CONNECT ALL UTILITIES TO NEAREST SOURCE MR UUH COORDINATION em UOUTY OWNER. 2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION, PAVEMENT, AND STRUCTURES SAR NECESY TO COMPLETE THE WORK UNLESS NOTED ON THESE PLANS CONTRACTOR SHALL. REMOVE ALL TRAIN FORM SITE UPON COMPETION OF CONSTRUCTION. PINY SJRFACEs, LINES OR STRUCTURES WHICH HAVE BEEN DAMAGED BY ME CONTRACTOR'S OPERATIONS SHALL BE RESTMED TO A CONDITION AT LEABT EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO BEGINNING OF CONSTRUCTION. 3) SEE OTHER DETAIL SHEETS OF THESE PLANS FOR ADDITIONAL DETAILS, REQUIREMENTS AND SPEOFOATONS 4) ALL WORK SHALL BE IN ACCORDANCE WITH THE 1990 VERMONT AGENCY or TRANSPORTATON STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE TGWN PUBLIC WMKS SPECIflCPTONS, AND THESE PLANs. 5) NEW PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH NOTE µµ ABOVE ALL EXISTING PAVEMENT MARKINGS CONFLICTION WITH THE NEW IMPROVEMENTS SMALL BE REMOVED BY GRINDING OR BURNING. I) A MINIMUM OF ONE-WAY TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. CONTINUOUS TWO-WAY TRAFFIC WILL BE REQUIRED AT NIGHT, PEAK -HOURS AND WHENEVER POSSIBLE DURING ACTUAL CONSTRUCTION ACTIMIIES IF BODED NECESSARY BY THE OWNER. MUmOPAUTY OR ENGINEER, A UNIFORMED TRAFFIC CONTROL OFFICER WN DRECT TRAFFIC DURING PEAK HOURS. TEMPORARY CDNSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHALL RE ERECTED BY THE CONTRACTOR IN ACCORDANCE WITH STATE AND TOWN STANOARDB. 7) THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR SAFETY HAZARD. WHERE AND WHEN DEEMED NECESSARY, THE CONTRACTOR WILL BE PSQUIRED TO WET SECTORS OF THE CONSTRUCTION AREA WITH WATFJR, APPLY CALCIUM CHLORIDE, OR SWEEP THE ROADWAY PATH A POWER BROOM FOR DUST CONTROL 4 HOURS IN ADVANCE B) THE CONTRACTOR SHALL NOTIFY ME ENGINEER 2 OF STARTING ANY WORK, CUTTING S P 100,IG NT, BEGINNING NEW THE OR STONE, F DE ANY UTILITIES, B VNG.0 IN ANY NEW OMVA OR SCONE FOR THE REED BABE, E oat ALL TESTING, E FINAL INSI'ECTION, IN ORDER TO ASSURE CWPIIANCE WITH THE PuWS 9) PRIOR TO BEGINNING CONSTRUCTION. ALL MATERIALS SHALL BE APPROVED BY ME ENGINEER, 10) ALL BM SHALL BE PLACED IN 6 INCH UFTS AND THOROUGHLY COMPACTED TO 95X OF MAXIMUM DENSITY OF OPTINUM MOISTURE CONTENT AS DETERMINE) BY. ASTIR M98 STMRDARD PROCTOR, AND SHALL BE TESTED AT 500 INTERVALS UNLESS OTIERWISE SPECIFIED. 11) BACKFILL UNDER PIPES IN FILL AREAS SHALL BE COMPACTED TO B8% OF MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT. A MINIMUM IS TWO (2) COMPACTON TESTS SHAL BE TAKEN AT THE CONTRACTOR'S EXPENSE, UNDER EACH RUN OF PIPE PRIM M INSTALLING THE PIPER. THE PIPES SHALL ONLY BE INSTALLED OVER ADEWAIELY COMPACTED SDLS. 12) THE HAWAII DAMS, SILT FENCES, AND DITCHES SHALL BE MAINTAINED AND REPAIRED BY THE CONTRACTOR AFTER EVERY RAINFALL OR AS ORDERED BY THE ENGINEER UNTIL ALL DISTURBED AREAS HAVE BEEN PAVED OR GRASSED AND APPROtED BY THE ENDNEER. THE MAINTENANCE OF THE EROSION CONTROL DEMCEs HALL INCLUDE ENE REMOVAL OF ARY AOCUMULAIFD SEDIMENTATION 13) THIS DESIGN MUST BE INSPECTED BY O'LEARY-BURKE CIVIL ASSOOAtES PLC. ESSEX JUNCTION YEXMONT. TO ENSURE COMPLIANCE WM THESE PLANS OTLFARY-BORNE WAIVES ANY AND ALL RESPONSIBILITY AND UABIL11 FOR PROBLEMS THAT ARISE FRDM FAILURE TO FOLLOW THESE PUNS SPECIFICATIONS AND TINE DESIGN INTENT THAT THE PUNS CONVEY, AND FROM FAILURE TO HAVE BEEN NOTIFIED BY THE CONTRACTOR TO INSPECT THE WORKS AND TESTS IN PROGRESS 14) ALL SLOPES, DITCHES AND DISTURBED AREAS SHALL BE GRADED SMOOTH, CLEAN AND FREE OF POCNEIS WITH SUFNOENT SLOPE TO ENSURE DRAINAGE. 16) SEE ARCHITECTURAL PLANS FOR BUILDING. GRADATION REQUUMMENTS MATEAN. IM9 WBRION - VI SPEC RM.OB I• 1. x x /lop o-30 x Roe o-e% tl1AY£L FOP SUBBASE - Vf SPEC H It -ad x m4a Hpp o-rs x Imo oax QRWIEP DRAWL FOR SU93ABE 1• ,00 % VT SPEC 70A05 i/I' 1q-10D % 04 1'. o-11 x Bmo 0-e x DENSE ARMED beethED STILE V<MG 9040. 6 1/2' 100 % 90-NOTE IF g100x I. SO SO 1/r 3o-ea% H 1S-MDA NDD o-o It NOTE: WATER LINE 5EPARATION SEWERS SHALL DE LAID AT LEAST IV HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN AS MEASURED EDGE TO EDGE THERWATEE'R�LIM MAOYR BE INSTALLEDINTOMAINTAIN SEE.IPARATETTKENGHOSEPARATION, ON AN UND15TURDED EARTH 5HEL.P IN THE 5EWER TRENCH PROVIDED THAT THE BOTTOM OF THE WATER LINE 15 AT LEAST 16" ABOVE THE TOP OF THE SEWER LINE. �RSEWERERIIN515HTO E rON5TRUCTED INTAIN THE •TO NORMAL SEPARATION, LINE T DA6KFILLAN& NO LEAKAGE AGE SHALESTED L DE AALL.ILOWEEDOR D MINUTES NOR NOTE: WATER LINE GRO551N65 SEWERS CROSSING WATER MAINS SFULL DE LAID BENEATH THE WATER MAIN WITH Ai LEAST , OF VERTICAL CLEARANCE DETWEEN THE OUTSIDE OF THE WATER LINE AND THE IXATSICE OF THE SEWER. WHEN IT 15 INYO5SIDLE TO MAINTAIN THE b' VER7IGAL 5EPARATION+ D THE CROSSING SHALL DE ARRANGED 50 THAT ONE FULL LENGTH OF SEWER IS CENTERED ABOVE OR DELOW THE WATER LINE WITH THE SEWER PPE TS AS FAR AS F05615LE MUST DE CONSTRUCTED TOW ATE LIINE SATERTANDARDS) FOR A MINIMUM DISTANCE OF 20 FEET EITHER SIDE OF THE CRO55ING OR A TOTAL OF THREE PIPE LENGTHS, WHICHEVER 15 GREATER, 31 THE TESTED TTION O MAINTAIN D50i r51WATER FOR IS AMINUTESIN �WITTH NO LEAKAGE T DE PRESSURE WATERCT�f LLTt•S55OWEREA WAFOOT TER MAMAIN CROSSES PIPE TO ASSURE UrypER ASEER. ADEIXIATE STRUCTURAL SUPPORT SHALL DE PROVIDED FOR THE SEWER TO NT DAMAGE TC)THE WATER MAIN. CENTER ONE LENGTH OF PIPE �mmm =©mm ®mmm mma® mommm ®mmm SO HI BGNVIN4 AREA BASED ON 100 PSI WORKING PRESSURE PLUS 100 PSI SURGE ALLOWANCE AND BEARING CAPACITY OF 1DDO LBS/SQ FT 3500 PS 3500 PSI CONCRETE CONCRETE I END AREA fin" BEARING J ENO AREA J o AGAINST BEARING UNDISTURBED AGAINST STIR UNDISTURBED SOIL TYPt r - An NDS- A_na TYPICAL BENDS NOTE: PLACE 4 mll POLYETHYLENE BETWEEN FITTING AND THRUST BLOCK THRUST DLOCK END AREA NTS WHERE SEWER MUST BE LAID ABOVE WATER MAIN: - NEW WATERLINE _ A) SEWER PIPE MUST BE CON- STRUCTED TO WATER MAIN \ STANDARDS FOR A MIN. DISTANCE 22 iB" MIN. NEW SEWER PIPE OF 20 FEET EITHER SIDE OF CROSSING. BACKFILL WITH (ONE LENGTH CENTERED ON WATERLINE) B) SEWER PIPE SECTION CON- EXCAVATED MATERIAL Z. �\ STRUCTEO TO WATER MAIN STAN- \ 7B" MIN. BARDS MUST IN AIN 50 RE TESTES TO MAINTAIN PR S PSI FOR / 15 MINUTES WITHOUT LEAKAGE. NEW WATERLINE C) ADEQUATE STRUCTURAL SUP- \/ MUELLER H-15008 BE PROVIDED / STOP OREQUALI CENTER ONELENGROF IRE THE SEWERLTO PREVENT DAMAGE TO THE WATER MAIN. /\ ' WATER ----�' MAIN / TYPE COPPER SERVICE 5EWER / WATER SEPARATION DETAIL \ FOR CK0551N&5 NTS 1N0 W(wYI' C`NPACTED IN B^ uFTs IF CWER IS LESS 1HAN S THE SIOE9 OF TRENCHES b i PLACE 4' TBCK INSUTATON BOARD, WITCH IS SURABLE I 4 R. OR MORE Nd DEPTH ENTERED BY PERSONNEL fN NO OSIAILNTNE SHALL SNEETW OR �� CASE PIPE HAW LESS THAN W OF COVER SLOPED TO 'HE ANWE OF REPOSE 12' — — — — — — — — — — — — OPEN TIE ON"'N PPROVEO ROCK FREE "COIL''" Guwl COMPACTS IN B' 8" ('D' IS OUTEDE MAMETR OF PIPE) LIFTS (NO STONES LARGER THAN 1 1/2` ----- ---- TIE CONTRACTOR SHALL AT OIAMETER) D ALL TIMES KEEP TIE TRENCHES ENTIRELY FREE OF WATER 1 yd c UNTIL ALL WORK IS FlMSHED AND READY FOR BACNFIUNG 1 BEDDING 41 BE THOROUGHLY I ACTS COMPGRASAND ROSA GIVEL AN FOR D.I., D 3/4' STONE FOR y UNgSNRBED STIR —� i d D/E+ram 6, FT �C TYPICAL WATER TRENGH NTS 6' 3 [i STATIONARY ROD - DO NOT INSTALL IN PAVEMENT MUELLER H-10350 CURB BOX OR 1 APPROVED EQUAL INSTALL A I VERTICAL 0005E I NECK LOOP III 11 MUELLER 09 II � CURB STOP OR II APPRB232OVED EQUAL WATER 5EKVIGE DETAIL NTE 4"X12"XIr SOLID CONCRETE BLOCK AS ON CLEANOUT FRAME & COVER �./� LWBARON R-50S OR EQUAL SHORT LENGTH OF PIPE 2500 PSI CONCRETE CLEANOUT DETAIL NT5 USE 4' DIA PVC PIPE TO MARK LOCATION AND CEPTH OF BEPMCE CONNECTION DPUJ. TO 2 ABOVEFINAAL 6RADIE FOR SANITARY LWES. M 00— IS LEGS MAN 5 1/2', PIACE 4' THICK INSULATION BOARD WON 10' IS SURABLE FOR BURIAL OVER PIPE, IN NO CASE SHALL THE COVER BE LESS THAN 4' PROPERry UNE OR EASEMENT OVER THE CROWN. BOUNDARY TEMP RAR, Pw° 8' MINIMUM SERMCE SDR 35 PVC \ `30°SDR 33 PVC SWEEP RTTNO STIR 35 PVC IVTE / SEE SEWER TRENCH DETAIL MAIN FOR SEWSER ER MMN AND MCE BEDDING DETAILS 5ANITAKY SEWER 5ERV I GE CONNECTION NT5 8—Fu MT1 APNROW EXCAVATED MAIEPIAl. THp1W011LY OAIPACTD M 0' lSIS TIE STIES OF 1NENCHC I OR MORE IN DEFT SHALL BE SHEETED OR SLOPED TO TIE ANO.E OF REPOSE APPROVW ROD( FREE BACKRL THORWONLY COMPACTED M B' =NO STONES lAR .AN 1 1/2' dAMETEP) UNOISIURBEO SOIL — \ 3/I' STONE BEDNNG TYPICAL SANITARY + 5TOKM TRENCH NT5 \ EXI5TIN6 R' WATER LINE TO SE GUT 'ER AND GAPPED LGB rr NYLOPAST ( (- — I ' I rl V Iv o I � rn � at I � \ ALL CONSTRUCTION :ANC,E PRIOR TO INNIN& �l 5TRUCTION 1 50.00' CURB CUT SIDEWALK i NOTES 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REWIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEAN011T OF ANY MEASURES USED TO TRAP SEDIMENT. ALL BE 7RACKEO, SPILLED• OR WASHED ONTO PUBLIC RIGHTS -OF -WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 2. THE USE OF CALCIUM CHLORIDE OR WATER MAY BE NECCESSARY TO CONTROL DUST DURING DRY PERIODS. 3, PROVIDE APPROPRIATE TRANSITION BETWEEN CONSTRUCTION ENTRANCE AND EDGE OF RIGHT-OF-WAY. 5TADILIZED CONSTRUCTION ENTRANCE —_.._. _.._. NHS RAI®'M W STARE I I i i III, ulwA, ,00>t IY.,ER I I I I I 1}Fl ., . � FABitlG dl EgIAL I I 1 III I �-+N' W srAltes ro ee �� DIO4EN MIN. ,2• I I - i'�\k wro anaMo III ALTER FAg: MDWDOD \`lY/ NPOST NOTE: USE ONLY MANUAL METHODS TOP VIER SECTION JOIN'i OF INSTALLATION AND CLEANING WITHIN WETLAND AND BUFFER ZONES. SILT FENCE DETAIL N TS GENERAL NOTE5 t THE PURPOSE OF THESE PLANS 15 TO A. MINIMISE THE AREA OF DISTIMDED SOILS AND TO MINIMIZE THE OIMATION THAT ANY AREAS ARE LEFT OPEN B. ISOLATE THE AREAS OF OMTU 15ANCE TO PREVENT AND CONTROL EROSION CAUSED BY RUN-OFF. C. CONTROL THE AMOUNTS OF SEDIMENT THAT MAY RESULT FROM ANY 517E EROSION 2. A COPY OF THE C045TRUC.TION 69MM FMMIT AND A SET OF THE PLANS WILL BE AVAILABLE AT THE JOB TRAILER ON -SITE. 3. THE GN-51TE COORDINATOR SHALL INSPECT AND KEEP A WRITTEN RECORD OF THE EROSION AND SEDIMENT CONTROL 5TRUCTURES AND MEASURES AT A MINIMUM NCE OF OA WEEK AID ALSO WITHIN 24 HOUR5 OF ANY STORM EVENT THAT 015C14AR6E5 RUN-OFF FROM THE SITE 4. THE ON -SITE COORDINATOR SHALL KEEP A WRITTEN RECORD OF EROSION CONTROL INSPECTIONS AND ANY MONITORING DATA FOR A MINIMUM OP REE TF W YEARS FOLLCWVING COMPLIETION OF CONSTRUCTION GRAPHIC SCALE AEHA'Pv V LON5 PER IrITY ICIMME1111 WlIAAOING OOLK o °PROOSE ( IN RE@7•) T 1080 SHE L tnon s 20 N. BRA O T.EARY-BURKE SOUTH E I A m O.H.W. w N rW-- In u DCI 5 PRNCETON ELM 40' ON CENTER OFFSET I' INSIDE PROPERTY LINE SNOW STORAGE CHERRY EXI5TNG HEDGEROW REMOVE DEAD AND DAMAGED TREES PRUNE DEAD AND DAMAGED LIMBS FILL GAP5 WITH PLANTS FROM ON -SITE TRANSPLANT NUR5REY 3 HAWTHORNE 4 ARBORVITAE 1 MAPLE 3 HONEYLOCUST 4 MISCELLANEOUS MULTISTETM SHRUBS REMOVE WEEDS PREPARE SURFACE. FERTILIZE. LIME, SEED, t MULCH L a 2 5AR NT GMERRY� GENTER IN AVAILABLE 11 �—Nwl I�NTER 4 CHANTICLEER GALLERY PEAR T CRABAPPLE Alo FROM TOP5 MINIMUM DEPTH 24' D UN ARGENT CHERRY I AMI •1.�'I�A/rII n ''i�I��V 1��- Ar r . _ IANIIE• ��R��150 PACHYSAN(DRA, PRIS notEX15TING ARBORVIT, DI �:�� .:� l9G5lVIBD1RN1P a'S.. PRIOR OF C REMOVE INVASIVe WASHED STONE MULCH Ira w ■ • • e 1 II ON PREFER TO 5H!ET LZ FOR TREE PRE.5KRVATION PLAN PROPOSED GOODWILL 5TORE I I JAPANESE TREE LILAC A IBUILDING Fill /—I JAPANESE TREE LILAC 4' ON CENTER 5PIREA STAGGERED TRANSPLANT FROM 9 SUMMER5WEET--�, 11I��1I �r< r IFSTAGGERED r ;r�l i� 41 •�i�,`- `. W �R y.'rlif /L" TrEF ..}+r ey,► • tiyy aw �..r�n�,,,�Hr► 0, •A " OFFSET 5* FROM RIAN MAPLE FENCE BALDWIN EXISTING WHITf L AVEPINE qGAL. NUE TK TTS PLANT SCHEDULE - GOODWILL LVlsrn 55-2"q`_m 6 15- S-v-Dq QUANTITY COMAON NA1Q BOTANIC NAME SQE NOTE STOCK TNI 4 SHRLOS NIAIKRT 5 MWLETON ELN ui— sN — YrHwtan' 2.3' CAL. 545. MATCHED 4 WAMNCLEER GALLERY PCAR Pyres c.3 r chmtl r 2.5' CAL 5t13 6 SARGfW CRABAPPLE MA. —g.IRA 2.5' CAL. 540 5 TATARIAN MAPLE — t.t.— 2.5' CAL 545 4 SARGENT CHOW Prw• •.rQ u 2.E' CAL. B4B IB DARK GREEN ARSORVKAE Ad—Itw NgI 80 545 3 JAPANESE TREE LLAC Syrtp roftw t. WN y W 2- 845 I tAVtG®CRIIT M.IWCInmr can•d.n•k 8' CLUMP w 5 OWARP FOTHERGLLA PntNer.9N erd•NI 3.' CONY. 11 COMPACT NAPMBS WSI1 ' CONT. q RUST SPICE 51MMIR5WEET C4.t . *fn.'rWy •PIA•' 3E' CONT. HOSTA - _ Mo•t. —1,4.t. *Ares Merpnete' 2 YEAR GOAT 70 STELU VORO DATLLY MRmo wb "St.b D'oro' 2 YEAR DONT 236 PACHYSANDRA Pmhy.WWr. tal—n FLATS ]2 50CUN CARPET Mk�ot. d.wu.t. 18' GOMT ON -SITE PLANT HARRAL TO FIE PRESERVED ANO PROTECTED N ORIGINAL LOCATION AT EAST PR0""' LINE ARBORVITAE MEMd 15' HEIGHT ......�.., ... __ m«........... �n,xr,en u .mr AT NORTH PROPERTY LINE — 12' CAL 3 APPLE TWIN 8' CAL, 5 ARBORVITAE 8' HEIGHT 2 SPRUCE 5' CA" ON -SITE PLANT MATCRW. TO 5E PRESEItVEO AND PROTECTED IN OWNAL LOCATION AT SAL'" AVC 2 MAPLE S' CAL. 1 WHITE NNE ._ .......... �... ,.,...,�.,.ie. Y' CAL I MAPLE WNM JLLMCR GROUND COVER 5' CAL MOVC TOGETHER 3 MONEY LOCUST 5" CAL 1 MONEYLOOUST 2' CP1- 3 HAWTHORNE. MIA.TISTEM IV HEIGHT 4 ARSORVMAE 4'-5' HEIGHT I AMELANCMER. MILTISTEM S' HEIGHT 4 M ISGELLAWOU6 PIA.TSTEM SHALES W-10' CATAMOUNT SUPREME MIX SEED NAME z OF MIXTURE MNNUM GERMNATION LIBERTY KENTUGKY BLUEGRA55 259.-35z 597. VICTORY GMEWNGS FESCUE 20z-30z 85% GUTTER PERENNIAL RYEGRASS 20z-30Z qoz SPARTAN HARD FESCUE 15z-25z qOz NEAT MATTER LESS THAN 37. WEED SEEDS LESS THAN O.I7. ENDOPHYTE ENHANGED FOR INSECT AND DISEASE RESISTANCE APPLICATION RATE 15 5 POUNDS PER 1000 Sr KEY NEW NURSERY STOCK i �]tJ"" \� /` �0 EXISTING ON-51TE PLANTS NEW ARBORVITAE HEDGE ZZ7 EXISTING ARBORVITAE HEDGE T•K TK Lae Architects lBTpgCndsca APE 4 612 MAlf" 133 BLAKELY ROAD, SUTE 203 VOIGC �SFAX� ��8r•4-08�43 ® .a�mP vo•e m werne.rammA ••. NOTEV 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT DIG -SAFE • 1-056-DIG-SAPE 'AS BUL TOGATON5 OF UNDCRGROIOTII UTILITIES. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARGHREGT OF ANY GOMFUGT5 B 1CONDITIONoS THE LANDeD SCAPE AND ARCHITECT SMALL REVIEW PROPOSED MOgFICATIONS LL THIS PLAN AND NA RECOMMENDATIONS AS NEEDED TO AVOIC CONFLICTS BETWECN THE PROPOSED CONSTRUCTION AND CYJSTNG SITE CONDITIONS. 2. 517E PLAN PREPARED BY, O'LEARY BI.IEKE CIVIL A550GATE5. PLO i CORPORATE DRNE. SLATE 3 ES5EX JLNGTIOM VERMONT 602-675ggg0 obc5•obxybwk•uom REVISIONS - ILREVISE LAND5GAPE PLAN AS PER REVIEW COMMENTS FROM DRB REVISE ENTRY WALKWAY G-9-09 0 IV_ 20' SO, LAND50APE PLAN GOODWILL low SHELBURNE ROAD SOUTH BL"CTON. VERMONT TK PROJECT 0405 5-11-oq SCALE AS SHOWN L-1 E Proper Tre i'l in l i r RWmplk Hsw*n f, Buaid Beatt,fiM4: I o �,,I. , r qc I Ic1p. a� AlLi ",Ili I bLi I iil il 0 u1 Ao Dui it Fk L G' I +I Ifl<I Ii Yo r� I 1 fluln 'Yr:'a f t) iL `�� Bud araMt s 4; Pnot aHWr-I n11. 7 I4i h M I A A to RercPxU cxEc01 Null f n ii r l to", i y l t 1 1.a kl �I � � w f.T441Ak lJWiWA I S I SO4 iGWA!':♦ UiNdIWAk'iNd 6Ydd,e 6f T$tA 111 ]I 1 it Fe0}G dr t Ilirl i 3i .a I i (rori i h 11 miA t •;.... � �.�Ii W.. :3 ACMb's. kM1i dIAY1RW': bNl I i I I x�.�ca�WVII+WLafNAlx'W NWdxte9 UVIwiiNW CCmnal Gomm TREE PLANTING DETAIL SOUTH BURLINGTON SPECIFICATION 1 NT5 3' LAYER OF 5HRI 9' DEPTH OF TOP5011. / G( 4 DAYLILY BED CONSTRUCT 3' $AUGER RIM AROUND EACH PLANT 3' LAYER OF APPROVED SHREDDED BARK MULCH CONTINUOUS LAYER WHEN USED IN SHRUB BEDS UNDERLAY WITH BLACK WEED BARRIER FABRIC LOOSEN. CUT. d REMOVE PLANT SHRUB BURLAP FROM TOP 2/3 AT SAME DEPTH OF ROOT BALL AT WHICH SHRUB HAD PREVIOUSLY GROWN BAGKFILL WITH APPROVED TOP501L PLANTING MIXTURE I 1 G' MINIMUM 511RUB PLANTING 2 NT5 GROUND COVER, BARE ROOT PRIOR TO PLANTING, SOAK IN WATER AND CAREFULLY SEPARATE ROOT SYSTEM 1' LAYER OF SHREDDED BARK MULCH ADD 2 INCH LAYER OF COMP05T AND MIX INTO THE TOP 54X INCHES OF EXISTING SOL TREE PRE5ERVATION PLAN PRIOR TO BEGINNING CONSTRUCTION- 1. VISUALLY INSPECT ALL TREES AND REPORT .ANY DAMAGE TO THE PROJECT LANDSCAPE ARCHITECT. 2. INSTALL TEMPORARY CONSTRUCTION PENDING. AT A MINIMUM. FENCING SMALL EXTEND 42' ABOVE FINISHED GRADE AND SMALL BE STAKED AT B' INTERVALS WITH STAKCS EXTENDING 12' INTO THE GROUND. FENCNG MAY BE ORANGE PLASTIC NET PRODUCT OR SNOW PENDING. FENCING SMALL BE OFFSET MINIMUM 10' FROM TREE TRUNK 3. INSTALL TEMPORARY SIGNAGf ON FENCING. MNMUM SPACING 25 FEET ON GENTER, me" SIZE 8 Y2' X 11'. WITH THE FOLLOWING INFORMATION CLEARLY AND LEGIBLY D15PLAYED, PROJECT HAMS NAMES AND PHONE NUMBERS OF OWNER. CONTRACTOR. PROJECT ENGINEER. AND PROJECT LANDSCAPE ARCMITECT. NOTE- TREES NSIDE THIS FENCED AREA ARE PROTECTED NO UNAUTHORIZED ACCESS IS ALLOWED NO PARKING OF VEHICLES OR TRAILERS 15 ALLOWED USE OF PROTECTED AREAS FOR STAGING OR STORAGE 15 PROHIBITED. REPAIR OR REPLACE SIGNS AS NEEDED THROUGH DATE OF SUBSTANTIAL COMPLETION OF THE PROJECT. TRANSPLANTING 1. TRANSPLANT PLANT MATERIALS WITH A MECHANICAL TREE SPADE THAT 15 LARGE ENOUOGH TO MEET THE INDUSTRY STANDARDS FOR THE SIZE OF THE PLANT MATERIALS THAT WILL OE MOVED. 2. IF THE PLANT MATERIALS ARE TO BE MOVED WITH EXCAVATION EQUIPMENT THE FOLLOWING ROOT PRUMNG PROCESS SMALL BE FOLLOWED. ALL ROOTS GREATER THAN ONE NCH IN DIAMETER SHALL BE CUT WITH A HANDSAW OR CMANSAW. CUTS SHALL BE MADE CLEAN WITH NO TEARING OF THE ROOTS. 3. PLANT MATERIALS SMALL BE MOVED IMMEDIATELY TO THE FINAL LOCATIONS IF POSSIBLE. WHERE THAT 15 NOT POSSIBLE, THE PLANT MTERI4L5 SHALL BE RELOCATED TO THE TEMPORARY ON -SITE NURSERY SHOWN ON THE 54TE PLAN. 4. PLANTS STORED N THE TEMPORARY NURSERY SMALL BE HEELED IN AND THE ROOT BALLS SMALL BE COVERED WITH A MINIMUM 4' OOF SHREDDED BARK MULCH. A TEMPORARY IRRIGATION SYSTEM CON515TNG OF 50AKLR H05E5 AND A TIMER SMALL BE INSTALLED TO GIVE THESE PLANTS ADEQUATE WATER. ROOT ENMANGER5. MYCORRYZAL MOCU.ANTS. AND UQLAD FERTILIZER SMALL BE APPLIED TO THE ROOT BALLS TO STIMULATE NEW ROOT DEVELOPMENT. APPLY N ACCORDANCE WITH THE MANUFACTLRIER'5 RECOMMENDATIONS. ENCROACHMENT PENALTIES AND REMEDIATION 1. FNE5 SMALL BE ADMINISTERED FOR ENCROACHMENT INSIDE THE PROTECTED AREAS. IF THE TEMPORARY FENCES ARE BREACHED BY A CONTRACTOR OR SUBCONTRACTOR, A FNE HUNDRED DOLLAR FIE SHALL BE CHARGED TO THE GENERAL CONTRACTOR FOR EACH ENCROACHMENT. 2. IF A TREE 15 DAMAGED AND REPAIRABLE. A DETERMRNATION5HALL BE MADE BY THE LANDSCAPE ARCHITECT. THE OWNER SMALL HAVE THE TREC(5) REPAIRED BY A QUAUMD ARBORIST AT THE CONTRACTOR'S EXPENSE, PLUS THE CONTRACTOR SMALL PAY THE 6500 FINE. 3. F ENCROACHMENT CAUSES IRREPARABLE DAMAGE TO A TREECS). AS DETERMINED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REPLACE THE TREE(5) WITH TREES OF EQUAL TRUNK DIAMETER AND SPECIES. FOR EXAMPLE. P A TEN NCH DIAMETER TREE IS DESTROYED, IT SMALL BE REPLACED WITH C4) FNE INCH IYAMrTER TREES OR C5) TWO INCH DIAMETER TREES. THE OWNER MAY ELECT TO RECEIVE A CASH SETTLEMENT EQUAL TO THE VALUE OF THESE TREES N UCU OF PLANTING. 4. SOH. AERATION SMALL BE PERFORMED INPROTECTED AREAS THAT HAVE BEEN COMPACTED FROM VEHELE5: MATERIAL STORAGE. OR CONSTRUCTION EQUIPMENT. AREAS SMALL BE DETERMINED BY THE LANDSCAPE ARCHITECT. SOIL AERATIONSHALL BE PERFORMED WITH A MEGHANCAL PLUG AERATOR. PLUGS SHALL BE GRUMBLES AND RAKED INTO THE PLUUG HOLES. 5. WANERS FROM THIS SPEDIPICATION MAY BE GRANTED BY THE LANDSCAPE ARCHITECT IF HE DETERMINES THAT IT 15 NECESSARY AND IN THE BEST INTERESTS OF THE PROJECT ENCROACH THE PROTECTED AREAS TO PERFORM LIMITED WORK N THE VICINITY OF PROTECTED TREES. TREE PRESERVATION PLAN (3 GROUND GOVER BED -- NT55 T• K TK Lan dsca e Architects LAWWfAF[ r tl MAN" 133 BLAKELY ROAD. SUITE 203 ODUCHESTER. VERMONT 054" Cyr yBO m WA011 Iodx 1R ulolWt MOYI¢ta lo. NOTES- 1. PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT DIG -SAFE W 1-888-DIG-SAFE AND THE PROJECT OWNER TO VERIFY THE AS -BUILT' LOCATONS OF UNDERGROUND UTNJTIE5. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND CASTING CONDITION5. THE LANDSCAPE ARCHITECT SMALL REVIEW PROPOSED MODIFICATIONS TO THIS PLAN AND P'AKE RECOMMENDATIONS AS NEEDED TO ':VOID CONFLICTS BETWEEN THE PROPOSED CONSTRUCTION AND EXISTING SITE CONDITIONS. 2. SITE PLAN PREPARED BY, O'LEARY BURKE CIVIL A550CIATES. PLC 1 CORPORATE DRIVE. SUTE 1 ESSEX JUNCTION. VERMONT BO2-876999O Wbc... WSybi rkW REVISIONS, LAND5GAPE DETAILS GOODWILL 1080 SHELBUlNE ROAD SOUTH BURLINGTON. VERMONT TK PROJECT 0905 5-11-09 SCALE AS SHOWN L-2 PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, June 2, 2009 at 7:30 P.M. to consider the following: 1. Conditional use application #CU-09-03 of Magic Hat Brewing Co. to install a 14 foot high fence, 5 Bartlett Bay Road. 2. Final plat application #SD-09-24 of Steve Hackett for a re -subdivision (boundary line adjustment) of two (2) lots, 140 and 150 Kennedy Drive. 3. Preliminary plat application #SD-09-25 and final plat application #SD-09-26 of 1080 Shelburne Road, LLC for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 16,528 sq. ft. retail building, 1080 Shelburne Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. May 16, 2009 Permit Number SD- 0 1 - 9 v CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) 1080 Shelburne Road LLC 1184 Skell.-wfrte Road South Burlington, VT 05403 862-2714 ext 21 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 799, Page 313-315 3) APPLICANT (Name, mailing address, phone and fax #) 862-2714 ext 21 1080 Shelburne Road LLC 1184 Sfieibatne Road South Burlington, VT 05403 l L 4) CONTACT PERSON (Name, mailing address, phone and fax #) Paul O'Leary y O'Leary -Burke Civil Associates 1 Corporate Drive, Essex Junction, VT 05452 878-9989 5) PROJECT STREET ADDRESS: 1080 Shelburne Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 51-1540-01080.0 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 9,573 sf restaurant; 1,603 sf barn; 40,438 sf existing parking and driveway b) Proposed Uses on property (include description and size of each new use and existing uses to remain) 16,528 sf Goodwill building c) Total building square footage on property (proposed buildings and existing buildings to remain) 16,528 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) less than 30' - one floor e) Number of residential units (if applicable, new units and existing units to remain) None f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 12 employees, no company vehicles g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Traffic Overlay District is applicable h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: None 8) LOT COVERAGE a) Building: Existing 12.8 % Proposed 22.2 % b) Overall (building, parking, outside storage, etc) Existing 69.2 % Proposed 68.1 % c) Front yard (along each street) Existing 52/59 % Proposed 30/W % 9) COST ESTIMATES a) Building (including interior renovations): $ _1.2 million b) Landscaping 47, 477 c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): 63 vte c) P.M. Peak hour for entire property (In and out): 70 vte 11) PEAK HOURS OF OPERATION: 11:00 AM to 1:00 PM 12) PEAK DAYS OF OPERATION: Saturday 13) ESTIMATED PROJECT COMPLETION DATE: July 2010 2 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. 15) 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 knowledee. Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete ❑ Incomp 5-A) of Planning & Zoning or Designee iDdti Permit Number SD-�- CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) 1080 Shelburne Road LLC 1184 Shelburne Road South Burlinqton, VT 05403 862-2714 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 799, Page 313-315 3) APPLICANT (Name, mailing address, phone and fax #) 1080 Shelburne Road LLC 1184 Shelburne Road South Burl VT 05403 862-2714 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Paul O'Leary O'Leary -Burke Civil Associates 1 Corporate Drive, Essex Junction, VT 05452 802-878-9990 802-878-9989 fax poleary@olearyburke.com 5) PROJECT STREET ADDRESS 1080 Shelburne Road 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 51-1540-01080.0 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) 9,573 sf restaurant; 1,603 sf barn; 40,438 sf existing parking and driveway b) Proposed uses on property (include description and size of each new use and existing uses to remain) 16,528 sf Goodwill building c) Total building square footage on property (proposed buildings and existing buildings to remain) 16,528 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) less than 30' - one story e) Number of residential units (if applicable, new units and existing units to remain) None 0 Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 12 employees, no company vehicles g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Traffic Overlay District is applicable h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. None 8) WETLAND INFORMATION a) Are there any wetlands (Class 1, 11, or III) on the subject property? No b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 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). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 1.71 acres/74,487 sf b) Building Coverage: Existing 9.573 (acres /sq. ft.) square feet 12.8 % Proposed 16,528 square feet 22.2 c) Overall Coverage (building, parking, outside storage, etc): Existing 51,614 square feet 69.2 % 2 i Proposed 50,725 square feet 68.1 % d) Front Yard Coverage(s) (commercial projects only): Existing 6,435/4,425 square feet 52/59 Proposed 3,712/1,200 square feet 30/16 10) AREA DISTURBED DURING CONSTRUCTION: 71,000 sq. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking Shelburne Road front yard setback waiver of 15' (50' to 35') and a waiver to locate a utility cabinet in the Baldwin Ave setback 12) COST ESTIMATES a) Building (including interior renovations) $ 1.2 miIIIion b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 47, 477 c) Other site improvements (please list with cost) 13) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) _63 vte c) P.M. Peak hour for entire property (In and out) 70 vte 14) PEAK HOURS OF OPERATION 11:00 AM to 1:00 PM 15) PEAK DAYS OF OPERATION Saturday 16) ESTIMATED PROJECT COMPLETION DATE July, 2010 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. 16) 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 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 final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowled€e: -- , Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: Complete ❑ Incomplete of Plat & Zoning or Designee ' Date 4 } 1 080 Shelburne Road, LLC. Abutting Landowners 1 2-1 G-2008 Provost, Gary M. * Diane M. G Weepng Willow Lane South Burlington, VT 05403 Three Baldwin Avenue, LLC. 7 hummingbird Drive Colche5ter, VT 0544G Jolly A550ciate5 54 Lowen Weldon Street 5t. Alban5, VT 05478 JWJ Reality Inc. 1095 Shelburne Road South Burlington, VT 05403 JWJ Reality Inc. 1085 Shelburne Road South Burlington, VT 05403 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Shearer 5DMWN A55oaate5, LLC. I G75 Shelburne Road South Burlington, VT 05403 Barnes, Stevens K 5r. * Candace 22 Baldwin Avenue South Burlington, VT 05403 City of South Burlington School District 550 Dorset Street South Burlington, VT 05403 ZA2005\8054\Abuttcrli5t. doc Apparel Store (870) 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: 7 Average 1000 Sq. Feet GFA: 5 Directional Distribution: 50% entering, 50% exiting Trin Generation per 1000 Sa. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 3.83 1.50 - 6.80 2.81 Data Plot and Equation 60 50 co c 40 w a H N U L a> 30 a> rn M a) Q ii 20 H 10 y s F �, 3= G fe X X - ----------- ............ --------- i; X .............---------- ------- 0�- 2 3 4 5 6 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points Fitted Curve Fitted Curve Equation: Ln(T) = 1.45 Ln(X) + 0.44 7 8 9 - - - - - - Average Rate R2 = 0.69 Trip Generation, 7th Edition 1629 Institute of Transportation Engineers O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING May 1 1 , 2009 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: 1080 Shelburne Road, LLC. Route 7, South Burlington, Vermont Dear Ray: We are writing on behalf of the 1080 Shelburne Road, LLC., c/o Scott Rieley to request Site Plan review of a proposed Planned Unit Development. 1080 Shelburne Road, LLC., currently owns an 1.71 +/- acre, developed parcel of land. The parcel most recently was occupied by Tuscan Kitchen. This parcel is located on Tax Map 51, Parcel 1540-01080 and is in the Commercial 1 Automobile District. The proposed Planned Unit Development includes a 16,528 s.f. building with associated parking. The potential tenant is Goodwill Industries. Municipal water, sewer and storm drains are proposed for this project and will tie in to existing utilities. Please find the following attached information: 1) Application for Preliminary Subdivision Plat Review; 2) Application for Final Subdivision Plat Review; 3) An Application Fee of $1 ,022; 4) Five (5) full size plans and One (1) reduced (1 1 x17) plans; 5) Abutters List; 6) Landscaping Cost Estimate; 7) ITE Trip Generation Estimates cc: Scott Rieley If you have any questions, please call. Sincerely, Pau 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 I FAX 802 878 9989 I obca@olearyburke.com PLANNING & ZONING May 13, 2009 1080 Shelburne Road LLC 1184 Shelburne Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public hearing notice that will be printed in The Burlington Free Press. 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.sburl.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, Jana Beagley Planning & Zoning Assistant Encl. cc: Paul O'Leary O'Leary -Burke Civil Associates 1 Corporate Drive Essex Junction, VT 05452 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com *� A mm f southbuxift" Awn PLANNING & ZONING May 13, 2009 1080 Shelburne Road LLC 1184 Shelburne Road South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public hearing notice that will be printed in The Burlington Free Press. 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.sburl.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, Jana Beagley Planning & Zoning Assistant Encl. cc: Paul O'Leary O'Leary -Burke Civil Associates 1 Corporate Drive Essex Junction, VT 05452 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.corn southbuid. 1 Inglo-ni PLANNING & ZONING May 13, 2009 Gary and Diane Provost 6 Weeping Willow Land South Burlington, VT 05403 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 WWW.Sburl.coni ,r southburl PLANNING & ZONING May 13, 2009 Three Baldwin Avenue, LLC 7 Hummingbird Drive Colchester, VT 05446 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com PLANNING & ZONING May 13, 2009 Jolly Associates 54 Lowen Weldon Street St. Albans, VT 05478 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com r`o southburtingtort PLANNING & ZONING May 13, 2009 JWJ Realty Inc. 1095 Shelburne Road South Burlington, VT 05403 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com `0 PLANNING & ZONING May 13, 2009 JWJ Realty Inc. 1085 Shelburne Road South Burlington, VT 05403 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.coni southbutrfinr ton PLANNING & ZONING May 13, 2009 Shearer SDMWN Associates, LLC 1675 Shelburne Road South Burlington, VT 05403 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com M � - ® f fb,V0 PLANNING & ZONING May 13, 2009 Stevens K. Sr. and Candace Barnes 22 Baldwin Avenue South Burlington, VT 05403 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www.sburl.corn southbTarling PLANNING & ZONING May 13, 2009 City of South Burlington School District 550 Dorset Street South Burlington, VT 05403 Re: 1080 Shelburne Road Dear Property Owner: Enclosed is a copy of a public notice that will be published in The Burlington Free Press. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. 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 hearing. Sincerely, Jana Beagley Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT OS403 tel 802.846.4106 fax 802.846.4101 www.sburl.com PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, June 2, 2009 at 7:30 P.M. to consider the following: 1. Conditional use application #CU-09-03 of Magic Hat Brewing Co. to install a 14 foot high fence, 5 Bartlett Bay Road. 2. Final plat application #SD-09-24 of Steve Hackett for a re -subdivision (boundary line adjustment) of two (2) lots, 140 and 150 Kennedy Drive. 3. Preliminary plat application #SD-09-25 and final plat application #SD-09-26 of 1080 Shelburne Road, LLC for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 16,528 sq. ft. retail building, 1080 Shelburne Road. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hall. May 16, 2009 Judith res�d,nt� J 151680 d&ka Co pNs 51680.48 Cm pi Plan 1 (South Bun MW I d,g i THIS PLAN IS COMPILED FROM MUNICIPAL (M) AVAILABLE EXISTING INFORMATIONAND RESIDENTIAL 4 (Ra) CI �' IS FOR CONCEPTUAL PLANNING COMMERCIAL 1 AUTO ONLY, FURTHER RESEARCH WILL BE ' ZONING DISTRICT REQUIRED TO VERIFY DIMENSIONS, '_ ...... ..."' `�� •:''- PROPERTY BOUNDARY LINE (TYP) BOUNDARY LINE ZONING REQUIREMENTS, WETLAND LIMITS, FIRE CODES, STATEAND PROPOSED LOCAL PERMITTING, G, PHYSICAL CROSS—CONNECTION TO — — — -: RECONFIGURE EXISTING CONSTRAINTS ON SITE, AND ABUTTING PROPERTY— —_... 15 FT LANDSCAPE BUFFER ? SITE ACCESS DRIVEWAY TRAFFIC CIRCULATION. .--. LOT 1540-01030 C I LOT 1540-01048 PARKING EASEMENT FORI ABUTTING AUTOMOBILE AREA OUTSIDE OF I TRAFFIC OVERLAY DISTRICT TRAFFIC OVERLAY — DISTRICT (ZONE 2) '.. PROPOSED CROSS -CONNECTION TO ABUTTING PROPERTY -- 0 30 60 Feet 65 FT RESIDENTAIL SETBACK 24' PROPOSED it RETAIL PHARMACY 13,600 SF 1 STORY LOT 1540-01080 C 50 FT FRONT f— N 15 FT LANDSCAPE BUFFER Conceptual Site Plan 1/16/09 Proposed Redevelopment Tuscan Kitchen Site (Lot 01080 C) Shelburne Road and Baldwin Avenue South Burlington, Vermont 09 Page 1 of 2 ray From: Paul Conner Sent: Monday, February 09, 2009 8:29 AM To: ray Subject: RE: 51680.48 Tuscan Kitchen Site - Lot 01080C My first thoughts would be this: 1. What is the purpose of the access driveway along Shelburne Road? It seems to lead nowhere (and also completely miss the point of why drive-throughs are not permitted). 2. Are they over in their parking? The large lot at the north end of the site seems somewhat superfluous. (and are these on the site, or at the car dealership? 3. The five parking spaces at the north-west corner of the car dealership's lot are clearly "in front" of the building. That should be a landscaped area. 4. 1 don't know about a left-hand turn out of the Shelburne Road entrance. Isn't that what the light's for? 5. What are our regulations concerning parking? It seems that the parking on the Baldwin ave side would technically need to be even, or behind, the building as well. 6. I'd like to see what we can do to make sure that the Shelburne Road side isn't a blank wall. Ideally, there would be a door on that side. Paul Conner, AICP Director of Planning & Zoning 60, / i�_ G 6 1 - ;9�/ From: ray Sent: Monday, February 09, 2009 8:09 AM To: Paul Conner Cc: Cathyann LaRose Subject: FW: 51680.48 Tuscan Kitchen Site - Lot 01080C Review plan and let me know what you think. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 2/9/2009 r 4 �e MEN southburlington PLANNING & ZONING March 26, 2008 Georges Jacquemart BJF Planning 115 Fifth Avenue New York, NY 10003 Re: 1080 Shelburne Road Dear Georges; Enclosed, please find material prepared by O'Leary -Burke Civil Associates regarding traffic generation at 1080 Shelburne Road. Please review the information and give me your thoughts on whether you agree or not. The property owner as agreed to pay your fee, so send me your bill and I'll forward it on to him for payment. Thanks! 575 Dorset Street South Burlington, VT 05403 tell 802.846.4106 fax 802.846.4101 www.sburl.com MEMORANDUM TO: RAY BELAIR FROM: PAUL O'LEARY JR SUBJECT: 10 80 SHELBURNE DATE: MARCH 21, 2008 CC: Ray - Scott Reilly has given the okay to have the City's traffic consultant review the traffic budget for 1080 Shelburne. It is understood that Mr. Reilly will reimburse the City for any charges incurred. I have included what I think is pertinent material. O'Leary -Burke Civil Associates, PLC 1 Corporate Drive, Suite #1 Essex Jct., VT 05452 802-878-9990 Fax 802-878-9989 12oleary@olearyburke.co 1080 Shelburne Road Traffic Budget Parcel Size — 1.83 acres (79,714 sf) Assume entrance is via signalized Public Road (Baldwin Ave.) Maximum allowable trip generation = (79,714/40,000 x 30 = 59 vte Mitigation Trip Generation Credits Close Existing Shelburne Road Curbcut The previous use (High Quality restaurant w 303 seats) generated 78 vte The existing curb cut carried 62 vte of the 78 vte (see attached) The allowable credit would be 50% of the curb cut traffic or 31 vte. Connection to Adjacent Parcel Maintaining the existing vehicular connection between the 1080 Shelburne Road parcel and the Shearer parcel to the north would result in a traffic budget credit of 15 vte Total Traffic Budget with Credits Maximum allowable trip generation = (79,714/40,000 x 30 = 59 vte Elimination of the existing curb cut credit = 31 vte Adjacent Parcel Connection credit = 15 vte Total Traffic Budget = 105 We Post -it® Fax Note 1 Quality Restaurant (931) Average Vehicle Trip Ends vs: Seats On a: Weekday, Peak Flour of Adjacent Street Traffic, One Flour Between 4 and 6 p.m. Number of Studies: 15 Average Number of Seats: 326 Directional Distribution: 67% entering, 33% exiting Trip Generation per Seat Average Rate Range of Rates Standard Deviation 0.26 0.07 - 0.50 0.52 Data Plot and Equation 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 100 200 300 X = Number of Seats X Actual Data Points Fitted Curve Equation: Not given 400 500 ------ Average Rate R2 = **** Trip Generation, 7th Edition 1715 Institute of Transportation Engineers Station ID: SOBR-S11 Location: US 7 & K-MART ENT/BREWER PKWY Town: South Burlington AGGREGATE Count ChittendenCounty-MPO 30 Kimball Ave., Suite 206 South Burlington, VT 05403 http,//www.ccmpo.org/ File Name : sobr-s11 Site Code : 00000011 Start Date : 07/17/2001 'Page No : 1 US 7 BREWER PARKWAY US 7 K-MART ENTRANCE From North From East From South From West Start Time Right Thru Left Peds App.Right Thru Left Peds App' Right Thru Left Peds App' Right Thru left Peds App. Int. Tot T T T ;; Factor 1.0 1.0 1.0 1.0 1.01 1.01 1.0 1 1.01 1.01 1.01 1.0 1 1.01 1.0 1 1.0 1.0 07:00 4 206 1 0 211 7 0 1 2 10 2 184 4 0 190 21 0 0 0 21 432 07:15 1 323 1 0 325 8 0 0 0 8 1 276 9 0 286 27 0 2 0 29 648 07:30 4 372 2 0 378 6 0 1 0 7 0 315 14 0 329 27 0 1 0 28 742 07:45 11 397 4 1 413 6 0 2 1 9 1 368 13 0 382 34 0 3 3 401 844 Total 20 1298 8 1 1327 27 0 4 3 34 4 1143 40 0 1187 109 0 6 3 1181 2666 08:00 15 409 3 1 428 9 1 1 0 11 1 384 13 0 398 31 1 5 4 41 878 08:15 10 362 5 0 377 6 1 2 1 10 2 340 13 0 355 31 1 7 1 40 782 08:30 5 331 7 0 343 10 1 4 0 15 1 302 13 0 316 34 0 8 2 44 718 08:45 6 351 7 0 364 7 0 1 0 8 3 323 21 0 347 21 1 8 0 30 749 Total 36 1453 22 1 1512 32 3 8 1 44 7 1349 60 0 1416 117 3 28 7 155 3127 *** BREAK - 16:00 30 349 8 0 387 9 2 2 2 15 8 345 31 2 386 43 2 20 0 65 853 16:15 20 358 3 0 381 9 0 4 2 15 3 409 27 0 439 47 1 30 0 78 913 16:30 21 346 10 0 377 7 1 1 0 9 5 41 20 0 438 40 6 20 0 66 890 16:45 24 367` 7 0 398 8 1 2 5 16 8 423 22 1 454 43 3 25 0 71 939 Total 95 U2O28 0 1543 33 4 9 9 55 24 1590 10102 3 1717 173 12 95 0 280 3595 17:00 173 0 367 8 2 1 2 13 4 435 33 0 472 52 2 19 1 74 926 17:15 206 1 353 7 0 3 2 12 3 39 0 498 46 1 16 2 65 928 17:30 15 347 4 0 366 4 0 1 0 5 2 446 25 0 473 54 1 17 2 74 918 17:45 11 356 5 0 372 7 2 4 4 17 4 427 23 0 454 51 0 19 1 71 914 Total 63 1371 23 1 1458 26 4 9 8 47 1 13 1764 120 0 1897 203 4 71 6 284 3686 Grand Total 214 5542 81 3 5840 118 11 30 21 180 48 5846 320 3 6217 602 19 200 16 83J 13074 Apprch % 3394.9 1.4 0.1 I 65.6 6.1 16.7 11.7 I 0.8 94.0 5.1 0.0 I 71.9 2.3 23.9 1.9 Total % 1.6 42.4 0.6 0.0 44.7 0.9 0.1 0.2 0.2 1.4 0.4 44.7 2.4 0.0 47.6 4.6 0.1 1.5 0.1 6.4 MM M 1w v PM Peak Southbound 1381 vte (44%) 1080 Shelburne Road Parcel Size = 79,714 sf 'im con+ wi. k n„„u+,, NIO'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING July 1, 2008 Mr. Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: 1030 & 1080 Shelburne Road Traffic Budget Dear Ray, We are writing to request review by Buckhurst Fish & Jacquemart, Inc. of a proposed traffic budget for 1030 & 1080 Shelburne Road. 1030 Shelburne Road is currently occupied by a new car dealer (Shearer) and has a total of 25,740 sf of building area. Using the 7th Edition of the ITE Trip Generation Manual, the expected PM Peak Hour Trip generation for this parcel is 74 vte. 1080 Shelburne Road was most recently occupied by a 303 seat high -quality restaurant. Using the 7th Edition of the ITE Trip Generation Manual, the expected PM Peak Hour Trip generation for this parcel was 79 vte. The trip generation for the two parcels totals 153 vte. The owner of 1080 Shelburne Road would like to construct a pharmacy with a drive-thru on the 1080 Shelburne Road parcel. The 79 vte currently grandfathered to the parcel would allow a pharmacy with a maximum size of 9,160 sf. The attached Exhibit 1 shows the estimated turning movements to and from the two parcels with the existing new car dealer and a new 9,160 sf pharmacy. 131 of the 153 PM Peak turning movements would occur at the existing non -signalized curb cuts. The owner of 1080 Shelburne would like to increase the size of the pharmacy from 9,160 sf to 12,400 sf. The trip generation of the pharmacy would increase from 79 vte to 107 vte, and increase of 28 vte. To offset the increase in vte, the owners of 1030 Shelburne Road and 1080 Shelburne Road have discussed consolidating and/or relocating the existing curb cuts on the two properties. The proposal, illustrated by 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 1 FAX 802 878 9989 1 obca@olearyburke.com Exhibit 2, would eliminate the curb cut on the 1080 Shelburne Road parcel; relocate the southernmost curb cut on the 1030 Shelburne Road and make it one-way only (in); and change the middle curb cut on the 1030 Shelburne Road parcel to one-way only (in). The northernmost curb cut on the 1030 Shelburne Road parcel would remain two-way. This proposal would reduce the PM Peak turning movements at the existing non - signalized curb cuts from 131 to 57, a reduction of 74 vte. We are requesting that 50% of the reduction in vte at the existing non -signalized curb cuts be credited towards the two parcels traffic budget. The final traffic budget for the two parcels would be 190 vte (74 + 79 + 74/2). Sincerely, Paul O Leary Jr., P.E. Enc. New Car Sales (841) 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: 34 Average 1000 Sq. Feet GFA: 32 Directional Distribution: 39% entering, 61 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 2.64 0.94 - 5.81 1.96 Data Plot and Equation 300 2�,7yo sf 1. 200, .. x N a) X X Ix X X X X Q X n too X. ...X ....... . ---- X X .X "r X X X X IX x X i< X 0 i 1 10 20 30 40 50 60 70 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points IFitted Curve ------ Average Rate Fitted Curve Equation: T = 1.72(X) + 29.61 80 90 R2 = 0.51 Trip Generation, 7th Edition 1478 Institute of Transportation Engineers Quality Restaurant( (931) Average Vehicle Trip Ends vs: Seats On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Number of Studies: 15 Average Number of Seats: 326 Directional Distribution: 67% entering, 33% exiting Trip Generation per Seat Average Rate Range of Rates Standard Deviation 0.26 0.07 - 0.50 0.52 Data Plot and Equation Trip Generation, 7th Edition 1715 Institute of Transportation Engineers Pharmacy/Drugstore with Drive -Through Window (881) 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: 12 Average 1000 Sq. Feet GFA: 14 Directional Distribution: 49% entering, 51 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 8.62 4.85 - 17.46 4.68 Data Plot and Equation 210 X zoo---------------------- -- ------------ 190 .:... 160 eY.l.� c X W a150 ..... .... :. ............ .............. ......,....... X--- X , a> 140-------------- --•-•--- ---------- ....... ---- .---- . N 130 ;;......... ...... 120 ... Q 110 ..... ;----- H100 ................... ......----- ............ . X X 90 ... - . - - - - ...... ..... . X X 80 :....X --- 60 X 50 — 9 10 11 12 13 14 is 16 17 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points - - Average Rate Fitted Curve Equation: Not given R2 = **** '!' Trip Generation, 7th Edition 1644 Institute of Transportation Engineers Pharmacy/Drugstore with Drive -Through Window (881) 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: 12 Average 1000 Sq. Feet GFA: 14 Directional Distribution: 49% entering, 51 % exiting Trip Generation per 1000 Sq. Feet Gross Floor Area Average Rate Range of Rates Standard Deviation 8.62 4.85 - 17.46 4.68 Data Plot and Equation 210 zoo /2i �(%( S 7 �Z %',�f1�Q : A)-% t/ 4C - - - ' 190 ............... ......[..................... ..:. . . ......... �.L..ei�1T.....•......... ' 180 ....................0 ............. { ..... 1 - %G.- --------------------------- ---- 170 C W 160 -. . . .. . . . ... . .....:........ ..... .......... X a H 150 .............. X .... X " " d 140 ... ..... ... .. .' ... 130 120 ..... ........ ....i - - Q 110 ;..... ..... . ..... . . H 100 ....... ............... ,.......... .............. ... 90 ,,.. X : X ........ ............ 80 X X x 70 60 ......... 50 x - -T 9 10 11 12 13 14 15 16 17 X = 1000 Sq. Feet Gross Floor Area X Actual Data Points ------ Average Rate Fitted Curve Equation: Not given R2 = **** Trip Generation, 7th Edition 1644 Institute of Transportation Engineers ID: SOBR-S09 (2nd count for 2002) Location: US 7 & IMPERIAL DR Town: S. Burlington / Weather: Sunny Counters: JSS & JEB / -AGGREGATE Count Chittenden County MPO 30 Kimball Ave., Suite 206 South Burlington, VT 05403 http://www.ccmpo.org/ (_m .n Dri n+c 4_ n ifn _ fri ir4 _ hi,e File Name : sobr-s09 1 Site Code : 00000009 Start Date : 08/21/2002 Page No : 1 US 7 Imperial Dr US 7 N/A From North From East From South From West Start Time Right Thru Left Peds App' Right Thru Left Peds App' Right I Thru I Left Peds App' Right I Thru I Left Peds App. Int. Total T Total T T Factor 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 07:00 0 212 6 0 218 3 0 1 0 4 1 187 0 0 188 0 0 0 0 0 410 07:15 0 265 4 0 269 10 0 1 3 14 2 223 0 0 225 0 0 0 0 0 508 07:30 0 291 5 0 296 12 0 3 1 16 0 276 0 0 276 0 0 0 3 3 591 07:45 0 336 6 0 342 10 0 3 4 17 3 268 0 0 271 1 0 0 0 0 0 630 Total 0 1104 21 0 1125 35 0 8 8 51 6 954 0 0 960 1 0 0 0 3 3 2139 08:00 08:15 08:30 08:45 Total ..f BREAK **` 0 343 2 0 345 12 0 1 4 0 351 5 0 356 8 0 0 2 0 296 3 0 299 12 0 1 0 0 251 3 0 254 15 0 1 3 0 1241 13 0 1254 47 0 3 9 17 0 263 0 0 263 0 0 0 0 0 625 10 1 269 0 0 270 0 0 0 1 1 637 13 3 270 0 0 273 0 0 0 0 0 585 19 1 239 0 0 240 0 0 0 1 1 514 59 5 1041 0 0 1046 0 0 0 2 2 2361 16:00 0 305 11 0 316 8 0 2 0 10 0 354 0 0 354 0 0 0 0 0 680 16:15 0 294 11 0 305 8 0 2 0 10 5 347 0 0 352 0 0 0 0 0 667 16:30 0 306 12 0 318 7 0 1 1 9 12 313 0 0 325 0 0 0 0 0 652 16:45 0 281 14 0 295 7 0 0 2 9 2 442 0 0 444 0 0 0 0 0 748 Total 0 1186 48 0 1234 30 0 5 3 38 19 1456 0 0 1475 0 0 0 0 0 2747 17:00 0 272 8 0 280 4 0 0 5 9 7 424 0 0 431 0 0 0 0 0 720 17:15 0 284 12 0 296 10 0 2 1 13 14 390 0 0 404 0 0 0 0 0 713 17:30 0 259 14 0 273 13 0 1 0 14 7 364 0 0 371 0 0 0 0 0 658 17:45 0 239 25 0 264 17 0 3 5 25 9 323 0 0 332 0 0 0 0 0 621 Total 0 1054 59 0 1113 44 0 6 11 61 37 1501 0 0 1538 0 0 0 0 0 2712 Grand Total 0 4585 141 0 4726 156 0 22 31 209 67 4952 0 0 5019 0 0 0 5 5I 9959 Apprch % 0.0 97.0 3.0 0.0 74.6 0.0 10.5 14.8 1.3 98.7 0.0 0.0 0.0 0.0 0.0 100.0 Total % 0.0 46.0 1.4 0.0 47.5 1.6 0.0 0.2 0.3 2.1 0.7 49.7 0.0 0.0 50.4 0.0 0.0 0.0 0.1 0.1 No Text Relocate Curb Cut MINI :t If G e Trip Generation - Existing , s 303 seats @ 0.26 vte/seat = 79 vte 53 Enter, 26 Exit ` Trip Generation - Proposed v 9,160 sf Pharmacy w Drive Thru = 79 vte CIO S ; . 39 Enter, 40 Exit Cur 1080 Shelburne Road Parcel Size = 79,714 sf 303 Seat High Quality _ - I1--� Restaurant 7 if 43 ry 34 w 31 ,� 6 194 �� _ w „ w � E � I January 27, 2009 O'Leary Burke Civil Associates 1 Corporate Drive Suite 1 Essex Junction, VT 05452 Re: Minutes — Tuscan Kitchen Dear Mr. O'Leary: For your records, enclosed is a copy of the approved January 6, 2009 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, ;W 4V��— Jana Beagley Planning & Zoning Assistant Encl. 75 nr3.1: Ssre.. 'VT 5SI s,el o. st2 s' se 4 a x. tC: U4 0t mvj w, @J 4r.'. C r M DEVELOPMENT REVIEW BOARD 6 JANUARY 2009 4. Site Plan Application #SP-08-114 of Robert Payson to allow a 546 sq. ft. accessory residential unit above garage, 50 Orchard Road: Mr. Belair said that staff had no issues with the application. Ms. Quimby moved to approve Site Plan Application #SP-08-114 of Robert Payson subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Site Plan Application #SP-08-116 of South Burlington School District to place 80 cubic yards of fill to create snowboard park, 550 Dorset Street: Mr. Belair said the applicant has asked for a continuance until 3 February. Ms. Quimby moved to continue Site Plan Application #SP-08-116 of South Burlington School District until 3 February 2009. Mr. Farley seconded. Motion passed unanimously. 6. Conditional Use Application #CU-08-08 of Teljet Longhaul, LLC, to install a 10-foot high telecommunications antenna on the roof, 30 Community Drive: Mr. Belair noted that this is a re -approval because the original approval had lapsed. There are no changes from the original application. Ms. Quimby moved to approve Conditional Use Application #CU-08-08 of Teljet Longhaul, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 1 7. Sketch Plan Application #SD-08-59 of 1080 Shelburne Road, LLC, for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 1600 sq. ft. retail building,1080 Shelburne Rd. (Tuscan Kitchen): Mr. Knudsen noted that his office represents a neighboring property. If any conflict of interest issues arise, he is willing to step down; otherwise, he believed he could consider the application in an unbiased way. Mr. O'Leary said the applicant has no problem with this. Mr. O'Leary then showed the location of the former Tuscan Kitchen. Lot coverage was 58% as was front yard coverage on Shelburne Rd. Coverage on Baldwin was 52%. There is an existing sidewalk, municipal water and sewer. The proposed new building will house Goodwill Industries. They will locate the building on the corner of Baldwin/Shelbume Rd. They are asking for a 15' front yard setback waiver on Shelburne Rd. They will maintain the setback on Baldwin. -2- DEVELOPMENT REVIEW BOARD 6 JANUARY 2009 Parking will be in the rear of the building as will a loading dock. The applicant will provide 60 parking spaces and is requesting a 20-space waiver (25%). They will add a third handicapped parking space. The existing curb cut on Shelburne Rd. will be closed and a new curb cut installed. No left turns in or out will be allowed with the new Shelburne Rd. curb cut. This is to accommodate large tractor trailers moving onto and off the property. Mr. O'Leary indicted the location of a canopy for drop-off use. The new building will have much less water use than the previous restaurant. They will need a state stormwater permit. The row of cedars that separates this property from the adjacent property will remain. The question of pedestrian access from Baldwin Ave. was raised. Mr. O'Leary said pedestrians can walk down Baldwin and come in the front entrance. The site is grandfathered for 78 peak hour trip ends. The applicant will talk with the traffic engineer and will possibly do traffic counts at its Williston facility. Mr. Behr asked what would happen if Goodwill left and another retail use came in that needed more parking. Mr. O'Leary said they could pick up 8-10 spaces from the drop- off and other areas. Members had no issues with the setback waiver request. - Mr. Bresee noted that with the entrance on the north side there would be 2 big walls seen as you come up Shelburne Rd. He also said he would prefer no access on Shelburne Rd. The applicant showed a rendering of the building style based on a building in Maine. Mr. Bresee felt there was plenty of room to do a Dorset St. type of bike path in this area. The applicant asked to combine preliminary and final plats. Mr. Belair asked that staff be given plenty of lead time. 8. Continued Conditional Use Application #CU-08-06 of City of Burlington/ Burlington International Airport to utilize approximately 2.5 acres for overflow airport parking for up to 500 vehicles (commercial parking use), Valley Road: and 9. Continued site plan application #SP-08-106 of the City of Burlington/Burlington International Airport to utilize approximately 2.5 acres for overflow parking for up to 500 vehicles (commercial parking use), Valley Road: -3- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: January 2, 2009 \drb\sub\ShelburneRoad LLC Application received: December 15, 2008 1080 SHELBURNE ROAD LLC SKETCH PLAN APPLICATION #SD-08-59 enda # 7 Meeting Date: January 6, 2009 Applicant/Owner 1080 Shelburne Road LLC 1184 Shelburne Road South Burlington, VT 05403 Engineer/Contact Property Information O'Leary Burke Civil Associates Tax Parcel 1540-01080C 1 Corporate Drive Suite 1 Commercial 1-Automobile District Essex Junction, VT 05452 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadsketch Shelburne Road LLC, hereafter referred to as the applicant, is seeking sketch plan review for a planned unit development to: 1) raze an existing building formerly used as a restaurant, and 2) construct a 16,000 sq. ft. retail building, 1080 Shelburne Road (Tuscan Kitchen). Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on December 15, 2008 and have the following comments. Zoning District & Dimensional Requirements Table 1. Dimensional Requirements CI -Auto Zoning District Re uired Proposed ♦ Min. Lot Size 40,000 SF ??? Max. Density n/a n/a Max. Building Coverage 40% 22.0% Max. Overall Coverage 70% 67% # Min. Front Setback Shelburne Rd 50 ft. 35 ft. Min. Front Setback Baldwin Ave 30 ft. >30 ft. Min. Rear Setback 30 ft. >30 ft. Max. Building Height 35 ft. <35 ft. Front Yard Coverage Shelburne Rd 30% 27% Front Yard Coverage Baldwin Ave 30% 16% �l zoning compliance n/a no residential units proposed ♦ applicant has not provided information on this item # waiver requested I. The applicant shall provide the lot size as part of the preliminary plat application. The applicant is requesting a waiver from the front yard setback requirements for Shelburne Road in order to move the building forward and provide room to the rear for parking, in accordance with the South Burlington Land Development Regulations (SBLDR). Staff supports the proposed location of the building and recommends that the Board grant a front yard setback waiver for Shelburne Road of fifteen (15) feet. 2. The Board grants a front yard setback waiver for the Shelburne Road side of the lot of fifteen (15) feet. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub11080ShelburneRoads ketch 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. 3. 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. 4. If necessary, the applicant shall obtain preliminary wastewater capacity allocation from the Director of Planning and Zoning, prior to recording of the final plat plans. 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 not yet submitted grading and erosion control plans. 5. The applicant shall submit grading and erosion control plans as part of preliminary plat application. 6. 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 a two-way 28 foot wide drive off of Baldwin Avenue. The applicant is also proposing uni-directional 12 foot ingress and egress drives from Shelburne Road. The applicant would remove an existing curb cut along Shelburne Road. The applicant is also showing an access to the property to the north, known as Shearer SDMWN Associates LLC. The applicant should clarify the use of this connection on the survey plat. 7. The applicant shall submit a survey plat as part of the preliminary plat application. 8. The South Burlington Fire Department shall review the plans prior to preliminary plat approval. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadsketch The existing property is currently grandfathered at 78 pm peak trip ends (high quality restaurant LUC). The traffic budget is 59 PM Peak trip ends. Staff is working with the applicant to choose an appropriate land use category and estimate traffic from the proposed use according to the ITE Trip Generation Manual, 7th Edition. The applicant and the Board should discuss this at the hearing. 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 does not appear to contain any wetlands, streams, or other unique natural features. 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 5.02(A) of the Land Development Regulations, the Commercial 1-Auto District is established to recognize the existence of several automobile sales and service facilities in the area of the City and allow for their continued operation and improvement...." While the proposed use is not an automobile use, it does not detract from the goals of the zoning district or the sated use or practice of the Shelburne Road Corridor. 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. The open spaces on this property are largely limited to the perimeter of the lot. This is a dense zoning district in a highly traveled commercial corridor and therefore staff is not concerned by lack of significant open spaces on the lot. 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. Staff has already stated that the Fire Chief shall review the plans. 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 applicant has not shown any plans for stormwater retention or treatment on the property. If the amount of impervious surface does not meet the guidelines for state review, staff recommends that the City's Stormwater Superintendent review the plans. 9. The applicant shall address stormwater planning for the subject site and whether the proposed improvements shall require state review. If necessary, the City's Stormwater staff shall review the details of the pond and related stormwater mitigation measures. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadsketch 10. 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 City Engineer has reviewed sketch plan and provided early comments in a memo dated December 18, 2008 (attached). The applicant should adhere to his comments and he shall continue to review all future sets of plans. 11. The applicant shall adhere to the comments of the City Engineer and revise the plans as necessary. The City Engineer shall continue to review all future sets of plans. 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. 12. 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. The applicant has provided for adequate pedestrian movement from Shelburne Road to the main entrance. Staff is concerned that there is no connection from the Baldwin Ave side to the front entrance. The applicant should address this 13. The applicant and the Board should discuss pedestrian access from the Baldwin Avenue entrance drive to the front store entrance. According to Table 13-1 in Section 13.01(B) of the Land Development Regulations, the 16,000 SF of retail use shall require 80 parking spaces. The applicant is proposing to provide 60 parking spaces. Therefore the applicant is requesting a parking waiver of twenty (20) spaces, or 25%. This is the maximum which the Board may grant if they so choose. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080Shel burneRoadsketch Staff supports the requested parking waiver. The subject property is on a major bus route and also easily accessible via non -motorized transportation. 14. The Board shall grant the applicant a parking waiver of 20 spaces, or 25%. Staff is concerned, however, about the existing use of the lot to park employee vehicles for the neighboring property to the north. Staff wishes to make it clear that every single parking space is necessary to meet the minimum required by the SBLDR. The use of the parking spaces shall be strictly limited to serve the proposed building only. 15. The parking spaces on the subject property shall be limited to the sole use of serving the subject property. The applicant shows two spaces marked as handicapped accessible. Three are required. 16. The plans shall be revised to include a total of three (3) handicapped accessible parking spaces. The dimensions of the proposed parking spaces appear to 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. A bicycle rack is not depicted on the plans. 17. The plans shall be revised to depict a bicycle rack as part of the preliminary plat application. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The majority of the proposed parking is located to the rear of the building. There are five proposed spaces along Shelburne Road, but even these fall behind the building line. Staff has no concerns about the location of the proposed parking provided the applicant provides a generous amount of landscaping along Shelburne Road. This shall be determined with the preliminary plat application when a landscaping plan is submitted. 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 stated that the maximum height of the proposed two-story building will not exceed 35 feet, which is in compliance with the Land development Regulations. 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. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoadsketch The applicant has not yet submitted elevations of the proposed building 18. The applicant shall submit elevations of the proposed building as part of the preliminary plat application. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant has not yet submitted elevations of the proposed building 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. Staff has already discussed the potential for connection to the property to the north. 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 depict a proposed dumpster along the eastern property line and a cardboard recycling pad adjacent to the building. Neither is designated as being screened. The plans shall be revised to depict that these are appropriately enclosed and screened. 19. The plans shall be revised to depict that these are appropriately enclosed and screened. Landscaping and Screening Requirements The applicant has not yet submitted cost projections for this property. The applicant has not submitted landscaping plans for the property. 20. The applicant shall submit building costs as part of the preliminary plat application. 21. 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. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\l 080ShelburneRoads ketch 22. 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, in all off-street parking area with twenty-eight (28) or more parking spaces, at least ten percent (10%) of the interior of the parking area shall be landscaped with trees, shrubs, and other plants. All interior and perimeter planting shall be protected by curbing. Interior planted islands shall have a minimum dimension of six (6) feet on any one side, and shall have a minimum square footage of sixty (60) feet. Large islands are encouraged. This parking lot contains more than 28 spaces. The site plan appears to show some islands. However, the applicant shall still specify the percentage of the parking area which is included in these islands. 23. The applicant shall specify the percentage of the parking area which is covered by landscaped islands. 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 currently depict a snow storage area. 24. The plans shall be revised to depict adequate snow storage areas as part of preliminary plat application. Pursuant to Section 13.06(C)(1) of the South Burlington Land Development Regulations, any utility cabinets on the site shall be effectively screened to the approval of the Development Review Board. 25. The landscaping plan shall include any utility cabinets and/or HVAC units on the site. They shall be effectively screened to the approval of the Development Review Board prior to final plat approval. RECOMMENDATION 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, 02 CathyLaRose, Associate Planner Copy to: Paul O'Leary, O'Leary Burke Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802)846-4106 Proposed Building 1080 Shelburne Road December 18, 2008 1. The north building dimension should be 129 ft. not 138 ft. 2. Concrete sidewalk shall be continuous across driveways and 8 inches in thickness in driveway. 3. A stop sign shall be placed at exit to Shelburne Road. 4. Shelburne Road is a State maintained road. Work within the street right-of-way will require a State permit. 1 CITY OF I SOUTH BURLINGTON 1 I I JWJ REALITY INC. BOOK 296, PAGE 222 Q Q Uj 2 m W V) JWJ REALITY INC. BOOK 296, PAGE 222 1 L--j SHEARER OK 716 ASSOCIATES LLC. BOOK 726, PAGE 306 10'--�- 1080 SHELBURNE ROAD LLC. BOOK 799, PAGE 313 I I I P I 1 I I 1 I I I 1 1 BALDWIN AVENUE \ THREEBALDWIN AVENUE, LLC. BOOK 488, PAGE 476 GRAPHIC SCALE ( RI FEET ) 1 m.h - 20 ft \ BARNES 5TEVEN K SR. 6 CANDACE \ BOOK 334, PAGE 200 LOCATION MAP NOT TO SCALE LEGEND MOJEGT DOUNDAKY 5ETDA(,K EDGE OF 1AVE\ENT - EMTING DUILDING C C�� of So WNER & APPLICANT CE ,, VE 1 8 l qr e Rood, LLC. O� 0 / �),8� 4 Shel u n4pod C l 2®08 `'Sduty rlington, Vermont 05403. City Of CEOf Phone (802) 862-2714 x21 S° BUrlin9too f� Zoning Information Commerical 1 Automobile Zoning District Dimensional Requirements Required Proposed Minimum Front Yard Setback - - -Shelburne Road 50 Feet 35 Feet -Baldwin Avenue 30 Feet 31 Feet Minimum Rear Yard Setback 10 Feet 10 Feet Minimum Side Yard Setback 10 Feet 10 Feet ParkingSpaces 80 60 total Co 7oX Max 67% Front Yard Co - - -Shelburne Road -Baldwin Averare SCA O rc u..�c O mn.« O r.lu m srcrol,jo O'LEARY-BLTRKE CIVIL ASSOCIATES, PLC JO ®fJR.VI 1'-20' Rtl E Ni PROPOSED 15UILDING 1060 5HELDURNE ROAD SOUTH DUKLINGTON 51TE PLAN j Yo,00Sea� 8u/� p S D S e l,6 UrI7C �?,() v C U,5 IiLF�� y VCGJCL Q J�� 8 i r)C�ly�� Z /� h r IZ CS /�� vt ri V e LAJ Gl y `c Gl e l c c� � e a! row! L , e �S S�a tt n��1 w L �rl 1h -A C V�YZ�� J7Zaf (' /0 Permit Number SD - APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW ,kll 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 #) 1080 Shelburne Road. LLC. 1184 Shelburne Road South Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 799, Page 313-15 3) APPLICANT (Name, mailing address, phone and fax #) 1080 Shelburne Road. LLC. 1184 Shelburne Road South Burlington, VT 05403 Phone: 862-2714 x21 Fax: Phone: 862-2714 x21 Fax: 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Owner 5) CONTACT PERSON (Name, mailing address, phone and fax #) O'Leary -Burke Civil Associates Phone #: 878-9990 1 Corporate Drive, Suite 1 Fax #: 878-9989 Essex Jet., VT 05452 6) PROJECT STREET ADDRESS: 1080 Shelburne Road South Burlington, VT 05403 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 51-1540-01080.0 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) • 2,308 square foot existing dwelling; • 1,603 square foot barn; • 7,135 square feet of existing drive and parking; b) Proposed Uses on property (include description and size of each new use and existing uses to remain) • New Building (16,000 sf) with new parking (29,878 sf); • New entry of Shelburne Road (2,351 A); c) Total building square footage on property (proposed buildings and existing buildings to remain) • 16,000 sf, d) Proposed height of building (if applicable) • 35' Max. e) Number of residential units (if applicable, new units and existing units to remain) • N/A; f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) 9) LOT COVERAGE a) Building: Existing 16.0 % Proposed 22.0 °/0 b) Overall (building, parking, outside storage, etc.) Existing 58.0 % Proposed 67.0 % c) Front yard (along each street) Existing % Proposed % -Shelburne Road 52% 27% -Baldwin Avenue 59% 16% 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) • None 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) • Gravity sewer connection to Municipal system. • Storm drains connection to Municipal system. • Water connection to Municipal system. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) • See attached sheet; 13) ESTIMATED PROJECT COMPLETION DATE • September, 2009; 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 (1) reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. I hereby certify that all the infoi to the best of my knowledge. as been submitted and is accurate F Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Complete c O'Leary -Burke Civil Associates, PLC CIVIL ENGINEERING I REGULATORY AND PERMIT PREPARATION I LAND SURVEYING I CONSTRUCTION SERVICES I LAND USE PLANNING December 15, 2008 Mr. Ray Blair City of South Burlington 575 Dorset Street South Burlington, VT 05403 RE: 1080 Shelburne Road, LLC. Route 7, South Burlington, Vermont Dear Ray: We are writing on behalf of the 1080 Shelburne Road, LLC., c/o Scott Rieley to request Sketch Plan review of a proposed Planned Unit Development. 1080 Shelburne Road, LLC., currently owns an 1.7 +/- acre, developed parcel of land. The parcel most recently was occupied by Tuscan Kitchen. This parcel is located on Tax Map 51, Parcel 1540- 01080 and is in the Commercial 1 Automobile District. The proposed Planned Unit Development includes a 16,000 s.f. building with associated parking. The potential tenant is Goodwill Industries. Municipal water, sewer and storm drains are proposed for this project and will tie in to existing utilities. Please find the following attached information: 1) Application for Subdivision Sketch Plan Review; 2) A Sketch Subdivision Application Fee of $125; 3) Five (5) full size plans and One (1) reduced (1 1 x17) plans; 4) Abutters List; If you have any questions, please call. ----Sincerely, Ray H. Paul cc: Scott Rieley Z:\2008\8054sketchletter doc 1 CORPORATE DRIVE SUITE #1 ESSEX JUNCTION VERMONT 05452 TEL 802 878 9990 I FAX 802 878 9989 1 obca@olearyburke.com 1060 Shelburne Road, LLC. Abutting Landowners 1 2-1 G-2008 Provost, Gary M. * Diane M. ;G Weeping Willow Lane South Burlington, VT 05403 Three Baldwin Avenue, LLC.�� 7 Hummingbird •PfT7r , Colchester, VT 054� Jolly Associates 54 Lowen Weldon Street 5t. Albans, VT 05478 JWJ Reality Inc. 1 095 Shelburne Road South Burlington, VT 05403 JWJ Reality Inc. 1 085 Shelburne Road South Burlington, VT 05403 City of South Burlington 575 Dorset Street South Burlington, VT 05403 Shearer 5DMWN A5500ate5, LLC. I G75 Shelburne Road South Burlington, VT 05403 Barnes, Stevens K 5r. t- Candace 22 Baldwin Avenue South Burlington, VT 05403 City of South Burlington School District 550 Dorset Street South Burlington, VT 05403 Z A2005\8054Wbutterh5t. doc A ►?►®fie southburlington PLANNING & ZONING January 2, 2009 Ray Paul Paul O'Leary O'Leary -Burke 1 Corporate Drive, Suite 1 Essex Junction, VT 05452 Re: 1080 Shelburne Road Dear Mr. Paul & Mr. O'Leary 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, January 6, 2009 at 7:30 p.m. Also, please note that this hearing will be held at the Department of Public Works, 2"d Floor Conference Room, 104 Landfill Road (off Patchen Road). If you have any questions, please give us a call. Sincerely, Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com ) 1n76 b41b2d 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 been heard by the DRB. 24 V.S.A. § 4461(b)() eUponrson oreceipt of r body appearing otice of a d having the environmental court, the DRB must supply a list of interested persons to the peal to appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: •�� V V� y+ �/�(� NAME pre"' 33ww)(A (' yo Co mfrw Ne A MAILING ADDRESS 11,33 So-K-, S5 f- W14,1� C—r L-) (L4_,i 49 5-3 y s� V ed).-KI,2 PROJECT OF INTEREST 34`} '06r 5c A 5� 41-cf-f / Un; (c 1, ,Y'19 0tle 6(4--0 1 o 'Lb� &)VK lei �1 December 22, 2008 1080 Shelburne Road, LLC 1184 Williston Road South Burlington, VT 05403 Re: Sketch plan #SD-08-59 Dear Property Owner Enclosed is the draft agenda for the January 6, 2009 South Burlington Development Review Board Meeting. 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, Betsy McDonough Brown Planning & Zoning Assistant Encl. cc: Ray H. Paul, O'Leary -Burke VS Darzot atruet South Hurlingtozy. YT ?J543 t i E02_8. ht15 tax 80-2. 4,8,4eAi �raa.�r.s�x�r�.axrn F December 22, 2008 Gary & Diane Provost 26 Weeping Willow Lane South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the January 6, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.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, I Y &Ox� Betsy McDonough Brown Planning & Zoning Assistant Encl. 57Dursvt street %*Utb Burlington, YT 06403 tei 90#. W$105 tax 80-2 2 5.A)U'C : w w.sburt.c mn .r �, PLANtiIK Z09N1NG December 22, 2008 Three Baldwin Avenue, LLC 7 Hummingbird Drive Colchester, VT 05446 Dear Property Owner: Enclosed is a copy of the draft agenda for the January 6, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.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, &isq U13K� Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 C1nrsat Strflat S01111h Surlinglan, YT 05403 tot 802.8MODO lair ¢02.84SA101 w1,;vr.sburj.a*m southbitrilrrev December 22, 2008 Jolley Associates 54 Lower Weldon Street St. Albans, VT 05478 Dear Property Owner: Enclosed is a copy of the draft agenda for the January 6, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.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, &tj &CJA-&J Betsy McDonough Brown Planning & Zoning Assistant Encl. 75 oure t Straot uth Hurfiv.pon, YT' 054 t*4 a02. tz . tla fax a0_04.6.41fij wwwIbssas December 22, 2008 JWJ Realty Inc. c/o Eric Knudsen, Registered Agent PO Box 721 Burlington, VT 05402 Dear Property Owner: Enclosed is a copy of the draft agenda for the January 6, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.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, 6&�47-� Betsy McDonough Brown Planning & Zoning Assistant Encl. 575 Dorset tenat SoutN ourlington, VT €l54 3 tel C?mVa4 ,Ai-05 lax December 22, 2008 Shearer SDMWN Associates, LLC c/o Michael Wool, Registered Agent PO Box 721 Burlington, VT 05402 Dear Property Owner: Enclosed is a copy of the draft agenda for the January 6, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.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 McDonough Brown Planning & Zoning Assistant Encl. 5?5 Bases t c ara t s4wh Burlkjgion, YT 05403 lei 5t1 .. ti18 rasa 802,846,4101 w�^ wa ,. +carixor: December 22, 2008 Stevens & Candace Barnes 22 Baldwin Avenue South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the January 6, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.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 McDonough Brown Planning & Zoning Assistant Encl. a S DLF e 5 >' : n i . . r 11 B" .. . w & Q ,, .. ? :" . x x^ ° ; ,^a, f, C,11 k"r ", 4 .4, 0 9 ?"st December 22, 2008 South Burlington School District 550 Dorset Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda for the January 6, 2009 South Burlington Development Review Board meeting. The enclosure includes a proposal that abuts property you own. The official agenda will be posted on the City's website (www.sburl.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, WN61) Betsy McDonough Brown Planning & Zoning Assistant Encl. StrLam ..a. x1 .._1 q 1 r: '%, uE :PrFV„.s ta,; i.�,. a4�., :„s �. ?^;t , tti ut I' MEMORANDUM To: Property Owners Abutting Property Owners From:Betsy Brown, Planning & Zoning Assista Date: December 30, 2008 Re: January 6, 2009 Development Review Board Meeting — Location Change Last week you should have received a letter and an agenda regarding the Development Review Board (DRB) meeting to be held on January 6, 2009. Please note that we have had to change the location at the last minute due to the fact that mold remediation work at City Hall has not been completed yet, rendering the conference room unusable. The new location for the January 6ch DRB meeting is: South Burlington Public Works, Sonny Audette Building 2Id Floor Conference Room 104 Landfill Road (off Patchen Road) South Burlington, VT Enclosed is a copy of the agenda. Should you have any questions please call me at 846-4106. ra:'. Durs--t Street wI-taa urfinl , VT 051�33 taI 6(1-').g� .��iY� ta�� #i3��. 4�a.n. # �wra,V.tbur."corr; Easy Peel Labels � I l�rUse A.veryO TEMPLATE 51600 �Fi John Everett, Superintendent David Young, Asst. Superintendent South Burlington School District 550 Dorset Street South Burlington, VT 05403 A INEM See instruction Sheet i 1`1 '(*l AVERY05160 paper for Easy Peel Feature �e Sheila McIntyre Ralph Veve Summit Engineering Dorset Commons 50 Joy Drive PO Box 2361 South Burlington, VT 05403 South Burlington, VT 05407 Town Square Homeowner's Assoc. c/o Martha Lyons Green Mountain Power 425 Dorset Street 7 Acorn Lane South Burlington, VT 05403 Colchester, VT 05446 Pizzagalli Construction PO Box 2009 South Burlington, VT 05403 Frederick & Yvonne Briggs 32 O'Brien Drive South Burlington, VT 05403 Everett & Laurie Griffin 21 Woodcrest Drive South Burlington, VT 05403 William & Debra Orcutt 27 Woodcrest Drive South Burlington, VT 05403 Shirley Wolfe Roy Neuer 13 Deane Street South Burlington, VT 05403 William & Debra Dennison 82 Barrett Street South Burlington, VT 05403 Robert & Michael Dumont 30 O'Brien Drive South Burlington, VT 05403 William & Vivian Hodgkin PO Box 310 Hinesburg, VT 05461 Stanley & Bonita Shannon 31 Woodcrest Drive South Burlington, VT 05403 Barbara Blais 9 Deane Street South Burlington, VT 05403 Dorset Communications, LLC c/o Edward Flanagan 169 River Street Montpelier, VT 05602 Joshua & Julie Clayton 34 O'Brien Drive South Burlington, VT 05403 Glenn & Ann Moody 20 Woodcrest Drive South Burlington, VT 05403 Anne Bergman 25 Woodcrest Drive South Burlington, VT 05403 Wetzel et al Trust PO Box 300 Colchester, VT 05446 Robert, Kenneth, & Robert Cowles 4092 Southwell Way Sarasota, FL 34241 Gene Milo Sean O'Connor Roy & Patricia Safran 5 Deane Street 3 Deane Street 1 Deane Street South Burlington, VT 05403 South Burlington, VT 05403 South Burlington, VT 05403 Robert & Elaine Harrington Manor Woods Homeowner's Assoc. Twin Oaks Master Condominium 367 Hinesburg Road c/o Wanda Campbell PO Box 9474 Assoc. c/o Property Management Assoc. South Burlington, VT 05403 South Burlington, VT 05407 PO Box 1201 Williston, VT 05495 Kennedy Drive Investments Grandview Acres Condo Assoc. Dorset Hotel Associates c/o Mery Brown c/o Appletree Bay Property Mgmt. c/o Jeremy Farkas, Registered 28 Day Lane PO Box 3009 Agent Williston, VT 05495 Burlington, VT 05408 275 College Street Burlington, VT 05401 tiquettes faciles 6 peler Utilisez le gabarir AVERY® 51600 A Sens de chargement Consuitez la feuille www.avery.com d'instruction 1-800-GO-AVERY Easy Peel Labels i A Msmw See Instruction sleet i P, Use AveryO TEMPLATE 51600 Ft paper for Easy Peel Feature AV RY®5160®to i I j Technology Park Associates, et al Greg Kelly TelJet Longhaul, LLC Robert Payson 30 Community Drive, Suite 4 PO Box 9502 50 Orchard Road South Burlington, VT 05403 South Burlington, VT 05407 South Burlington, VT 05403 Marianne Moore 36 Orchard Road South Burlington, VT 05403 Calvin & Kathleen Wilson 49 Orchard Road South Burlington, VT 05403 Ryan Sexton 45 Meadow Road South Burlington, VT Judith Kerr 58 Orchard Road South Burlington, Scott & Lisa Bealieu 41 Orchard Road VT 05403 South Burlington, VT 05403 Kenneth & Alice Boyd 39 Meadow Road South Burlington, VT 05403 David & Paula Schneider 51 Meadow Road 05403 South Burlington, VT 05403 Jeremy Waycott Arnco Sign Co. 1133 South Broad Street Wallingford, CT 06492 Dawson Dorset Street Properties 399 Barber Road St. George, VT 05495 Gary & Diane Provost 26 Weeping Willow Lane South Burlington, VT 05403 Edgar A. Welch c/o John Kennedy 9620 A SW 90th Court Ocala, FL 34481 Dorset Holdings, LLC c/o Charles DesLauriers 1 Church Street Burlington, VT 05401 Three Baldwin Avenue, LLC 7 Hummingbird Drive Colchester, VT 05446 Robert & Clarice Fisher 43 Meadow Road South Burlington, VT 05403 David & Janet Desarno 4 Ladd Point Grand Isle, VT 05458 Charles A. Cairns c/o Champlain Oil PO Box 2126 South Burlington, VT 05403 1080 Shelburne Road, LLC 1184 Williston Road South Burlington, VT 05403 Jolley Associates 54 Lower Weldon Street St. Albans, VT 05478 JWJ Realty, Inc. Shearer SDMWN Associates, LLC c/o Eric Knudsen, Registered Agent c/o Michael Wool, Registered Agent Steven & Candace Barnes 22 Baldwin Avenue PO Box 721 PO Box 721 Burlington, VT 05402 Burlington, VT 05402 South Burlington, VT 05403 i ttiquettes faciles a peter A Consultez la feuille www.avery.com Utilisez le gabarit AVERY® 51600 Sens de chargement d'instruction 1-800-GO-AVERY j r4 southburlington PLANNING & ZONING July 8, 2008 Georges Jacquemart BFJ Planning 115 Fifth Avenue New York, NY 10003 Re: 1030 & 1080 Shelburne Road Traffic Budget Dear Georges: Enclosed, please find a proposed traffic budget for 1030 and 1080 Shelburne Road prepared by O'Leary -Burke Civil Associates, PLC. Please review this report and provide me with your opinion on how this proposal would or would not comply with our Land Development Regulations. Thank you. Sincerely, a o J. Bel Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846,4106 fax 802.846.4101 www.sburl.com 5202 O'LEARY-BURKE CIVIL ASSOCIATES, PLC I! N K 1 CORPORATE DRIVE, SUITE a 1 5E-s/t rs ESSEX JUNCTION, VT 05452 5/31/2008 PAY TO ORDER OFE Buckhurst Fish & Jacquemart, Inc. $ **200.00 a Two Hundred and DOLLARS z Buckhurst Fish & Jacquemart, Inc. MEMO: — Traffic Consultant Fee 11'00 S 20 211' 1:0 L L 60006 21: 11' 60/1100111 3 48 Sill Sill O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5202 Buckhurst Fish & Jacquemart, Inc. 5/31/2008 Date Type Reference Original Amt. Balance Due Discount Payment 05/31/2008 Bill 200.00 200.00 200.00 Check Amount 200.00 Chittenden - Checking Traffic Consultant Fee 200.00 O'LEARY-BURKE CIVIL ASSOCIATES, PLC 5202 Buckhurst Fish & Jacquemart, Inc. 5/31/2008 Date Type Reference Original Amt. Balance Due Discount Payment 05/31/2008 Bill 200.00 200.00 200.00 Check Amount 200.00 Chittenden - Checking Traffic Consultant Fee 200.00 WAEETO REORDER 1 606662-2331 MLT107C-1 02001/067 MI 00072M766 rPY-27-2008 01:03P FROM:CI7 UOUTH BURLIN OOL0464101 iI: 98789989 P. 1 Buckhurst Fish & Jacquemart, Inc. 115 Fifth Avenue New York, NY 10003 Telephone # 212-353-7484 Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington VT 05403 Project: 362.08 SB 1080 Shelburne Road May 15, 2008 Invoice No: 362.08-0000001 Professional services from April 1 2008 tt2 Aril 30 2008 Professional Personnel Hours Rate Amount Jacquemart, Georges 1.00 200.00 200.00 Totals 1.00 200.00 Total Labor Total this invoice Billings to date Current Prior Total Labor 200.00 0.00 200.00 Totals 200.OD 0.00 200.00 Post-jr Fax Note 7671 Date f'11 # f To C UI From coJDarx. Go_ Phone # Phone # rax b nbT FaM N 200.00 $200.00 [imvo(m] Buckhurst Fish & Jacquemart, Inc. 115 Fifth Avenue New York, NY 10003 Telephone # 212-353-7484 May 15, 2008 Invoice No: 362.08-0000001 Ray Belair, Administrative Officer City of South Burlington 575 Dorset Street South Burlington VT 05403 Project: 362.08 SB 1080 Shelburne Road Professional services from April 1, 2008 to April 30, 2008 Professional Personnel Hours Rate Amount Jacquemart, Georges 1.00 200.00 200.00 Totals 1.00 200.00 Total Labor Total this invoice Billings to date Current Prior Total Labor 200.00 0.00 200.00 Totals 200.00 0.00 200.00 Post-'t® Fax Note 7671 Date pa oes To A4 ( v l CS4 From Co./Dept. I Co. Phone # 41 Phone # Fax # U Fax # 200.00 $200.00 Page 1 of 1 ray From: Paul O'Leary Jr [poleary@olearyburke.com] Sent: Tuesday, July 08, 2008 8:32 AM To: ray Subject: 1080 Shelburne Road Traffic Budget Hi Ray — My client, Scott Rieley, will reimburse the City's traffic consultant for any fees pertaining to the review of the recently submitted traffic budget for 1030 and 1080 Shelburne Road. Paul 7/8/2008 BFJ Buckhurst Fish & Jacquemart Inc. 115 51h Avenue New York, NY 10003 Tel (212) 353-7474 Fax (212) 353-7494 Memorandum To: Ray Belair, Administrative Officer, City of South Burlington From: Georges Jacquemart, P.E.,AICP Tel (212) 353 7477 Email 2.iacauemartnbfinlannin2.com Alireza Rabiee Tel (212) 353 7486 Email a.rabiee@bfjplanning.com Subject: Review of 1030 & 1080 Shelburne Road Application Date: July 11, 2008 We have reviewed the letter and attachments related to the 1030 & 1080 Shelburne Road Traffic Budget, by O'Leary -Burke Civil Associates dated July 1, 2008. The applicant proposes to replace a 303-seat restaurant with a 9,160 SF floor area with a 12,400 SF drugstore with drive through facility. To address the City's TOD regulations the applicant combines both the 1030 and 1080 sites, with the 1080 site including a 27,740 SF car dealership that would remain as is, except for the driveways. Based on the sizes of the 2 parcels and their location in Zone 2C, the TOD overlay zone would allow a traffic budget of 158 vte's (30 X 210,394/40,000). Based on existing uses on both sites the applicant would have a grandfathered budget of 147 vte's (79 for the existing restaurant and 68 — based on average ITE rate — for the car dealership). The applicant applies for uses on both sites that generate a total of 175 vte's (68 for the car dealership and 107 for the 12,400 SF drugstore), an excess of 17 vte's above the permissible budget. To offset this excess the applicant proposes to eliminate the existing restaurant driveway off Shelburne Road, to relocate the most southerly driveway of the car dealership onto the property line between 1030 and 1080 and make it one-way, and to change the middle driveway of the dealership located south of the main building to one-way. Given the volumes estimated for the restaurant driveway to be closed and the conversion of the 2 other driveways, the credit gained for this driveway consolidation is greater than the 17 vte excess over the TOD budget. The application therefore meets the TOD requirements. To minimize overall vehicle miles and conflicts within the two sites we recommend that the northerly driveway remain two-way but that left turns out be prohibited. We recommend that a "NO LEFT TURN" sign be erected at that driveway exit. Even though some vehicles may disobey this sign, the overall circulation is better and safer with the right turn out. Please let us know if you have any questions regarding this analysis. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONP 05403 (802) 846-4106 FAX (802) 846-4101. October 19, 2006 David Melincoff Reel Hospitality, LLC 2517 Shelburne Road Shelburne, VT 05482 Re: Certificate of Occupancy - 1080 Shelburne Road Dear Mr. Melincoff: Please be advised that Certificate of Occupancy application #CO-06-58 submitted on 10/18/06 for 1080 Shelburne Road has been denied. It was denied for the following reasons: 1. The bike rack shown on the approved site plan was missing. 2. The parking layout, number of spaces and parking aisle dimensions on the site are not the same as that shown on the approved site plan. 3. You are listed as the property owner and the City tax records list Anthony Perry as the property owner. The Certificate of Occupancy can only be issued to the property owner. Since , a and J. Belair Administrative Officer Please note: Pursuant to 24 VSA § 4465, an interested person may appeal this decision by filing a Notice of Appeal with the secretary of the Development Review Board. This Notice of Appeal must be accompanied with a $110 filing fee and be filed within 15 days of the date of this decision. KR7ME-EL k1k OSPITALITY Pt day 6etoi Ray, WKe i S 14, t30.60 rfcr *lk ^Tuscon Mich en -Zcr;/I p-erm,t 'at was dreeped aft cn 7hursda , q/zi I C(o. If yo,, hove, ThG n V, ylul Liz 2517 SHELBURNE ROAD SHELBURNE, VT 05482 TEL 802.985.8074 FAX 802.985.1074 W W W. REELHOSPITALITY.COM CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 June 27, 2006 Amy Brunzell Reel Hospitality 2517 Shelburne Road Shelburne, VT 05482 Re: Tuscan Kitchen Dear Ms. Brunzell: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Administrative Officer on June 27, 2006 (effective June 27, 2006). Please note the conditions of approval including that you obtain a zoning permit within six (6) months. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. o w Cr w h- a Rope one ---t post fence' d I i (7) Lllaoe Red stem dogwood Rooks (Tyygqtool) (4j Pont entill°s ,yt (8) Purple Nowsrng �\I bushed (9) Spreading Junipers _ - (8) Potentilla. (2) S..t°h pines (3) Yellow dogwoods Red dogwood A b rAtae -' (4) Spreading P.1per _- r..._. Fir (8) Sp ding juniper (2) Y a dogwood (5) Yellow stem dogwoods (10) So —ding ..door (2) Red stem dogwood. 4" Rvby crab apple e or— o.h CITY OF SOUTH BURLINGTON (3) r White birches (3) Yews (2) Highbush oranberry. (1) S' White birch (2) High bush cranberry. la I I� Rake (Typlod) High bush grenbeNy (2) 4" Sugar maple. (2) Yews !; a 14' White Ph. - W Z 4 '(3) Shed b-hes Q 2" Sugar maple , i — (3) 8" White biroh --�- Flower bed (2) 2" Sugar maPl•s : .:;..... I - (4) Snap[ bushes Close aa.ec. and .stand d .Wtlk I h o d I „� " i - (3) Shad bueha, (3) Yg e � 2 yeti.. stem tam do ah• ` Rock (T 5 grits blr.h. b "rY dogwaede Flow bey r-.% - - Flower bed () s goo 2 Rod stem gpgwo.de (39 Wake Y11m g lamp post i Yellow sic ddgwoode ($)Yswe Y - sign 1. 1 mp poetl I y 4?) Spraodhg .cedar __. �- 2 sp rig Ipergl 'x cedar (3) gp. dig eu J - ,4za leas win 1 -1^ () ') ^' (33) High bud+ crdn Ir$s '- High bush G'enbavey ^ C3) Red diem dogwood (5) Yews _Cress-�� > --flow- band p1e , �} 8 Fatnp. pot II 7 ..___. Street algn past High bush o—berry { SIDEWALK l -_ ..�_ _-..--... __ ___�� - Hike Y•A' - -._� post 1 I ling edge - (3) Yea- stem dwood ogs FIro hydrant , 1 0£ paving I -' (4) Peotentlllas 1 2 Red stem dog—d. I �-=-- Hlaks Yew Poniel%tiilae Red stem dogwood (2) Red stem ROUTE S �-- Hli.cke Bush dogwood --- (4) spreading oedor - C3) High bush cranberry RECEIVED Y: JUN 2�1, -- Exiptin9 Iondsaape mtiter!°I N,dicated by this t xt style 4-: '�--._ Proposed lendeeare, malarial Indicatead by tNs taewt style, Wood pnst. City of So. Burlington ---- Property the • rite hydrant " • Light poles e t Property pin or marker ' { Rooks I I SITE DATA: Total area of lot: 74,485 sf. (40,000 sf. min.) Lot frontage: 298 ft. (200 ft. min) Lot co:yerage— Building: 9,573 sf. 12.8% (30% max.) Building & Parng: 51,614.3 sf. 69.2% (70% max.) Building & Parking, Existing: 72% Frorrt- yard area: 14,900 sf. Front yard drives, parking & deck: 7,708 sf. 52% (30% max.) Parking & Seating Data Existing Seating: 265 Existin Parking95 y- Proposed Seating. 303I {Proposed Parking 1d51 COA, Iations: Traffic Overlay Existing , -- Grand"fa tiered Trip, Ends: I' Restaurant 265x.23 60.95 Market 1320/100c` 1 x 4.8 — 6.34 fI Total = 67.29 or 67 Traffic Overlay Proposed Grandfathered Trip -Ends. From Market = 6.34 Seating Aqulred from Market 6.34/.23 = 27.56 or 28 Total Seats 265 + 28 = 29,3 Seating/Parking Proposed Required Parking. 101.00 ,303 seats /.3 , P16S 774sf. % 200sf: — 3.87 Total = 104.87 or 1( 5 Site Lighting: Lighting consists of: i 1'. One (1) 30' pole with one (1) 40OW metal halide Cooper lamp on the rear property line. 2; One (1) 30' pole with two (2) 40OW metal halide Goo)er lamps with shields in middle of parking lot. 3, Five (5) 8' poles with incandescent 10OW bulbs along decks. 4. Twenty (20) +/— landscape lamps highlighting landscaping (low wattage). 5. Many small wattage incandescent building wall and ceiling lamps (located on building structure). Note: Site 'survey & site information from drawing dated 2/5/85 by Pinkham 'Engineering, sheets 1, 2 & 3. Rev,51°ns A f54y'� e}♦ e» * :Z ** + + Sr, OFFC� LAWRENCE A—N ARCHITL.^,-'. INC. 50 CEN AVENUE UtH BURJNOTON, �/E —T 0s403 PERRY'S FISH L HOUSt� lA SOUTH BURLINGTON, VERMONT Pro1:ct No: 834 Date 1-11-93 Sca. +: 1" = 20'-- F693 12 A R 93 PROPOSED SITE By. PF D'wg. Nc � ct,kC-. ., fj F • P, Narn e: 5''�.1F1-83. No Text IXP � l Permit Number SP--4s-- CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNE&OF RECORD (Name as shg�wn on deed, mailing address�phoneeand fax #) 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT Name, mailin a1ddress, phhone and fax #) � LW i (J► ��.i,l_(1. !1 P —I `,—) e^ e .. _ 1..... n �-... .. V.J lil — .. 1 i A vi— n i A C—A Gw n CCU- ,/ / 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & f #): VT oS4az- a A-7 i ., ne_ Arc _ i /�'ld -c 5) PROJECT STREET ADDRESS: lO (TCO 6) TAX PARCEL ID # (can be obtained at Assessor's Office 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use �.�1-- b) Proposed Uses on property (include description and size of each new use and existing uses to c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) � e) Number of residential units (if applicable, new units and existing units to remain) 1 f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): 5 C=' g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE Total Parcel Size: a) Building: Existing9% / sq. ft. Proposed % / —sq. ft. q. Ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing L u Z % / sq. ft. Proposed % / sq. ft. Sr\x,1(�vrrtx�d� c) Front yard (along each street) Existing—rL-L, -1 % / sq. ft. '7 'b .�c` &A -A rJ +N L 11 Awe Proposed % sq. ft. d) Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ ti 1 eA b) Landscaping: $ hJ, r" c) Other site improvements (please list with cost 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 1,3 pr b) A.M. Peak hour for entire property (in and out): 1 c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 62 D rVi 12) PEAK DAYS OF OPERATION: Ty 13) ESTIMATED PROJECT COMPLETION DATE: 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (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. SIGNATURE PLICANT SIGNATUREJ PROPERTY ER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board "Anistrative Officer I have reviewed this site plan application and find it to be: [J Complete Planning & Zoning or Designee 4 R4 (6) ",Its pines (10) 2" Sugar maples d 0 W a- EIVE w i<L' W a_ ag ov a ' 1994 Rope and > N poet fence of So. Burlington a 0raa. (J) Lilacs Boat Red stem dogwood Rocks (Typical) (4) P-tentIllas (8) ehearple flowering —� (9) Spreading Junipers (8) potantlilas (2) Scotch pine. —+ ' (3) Yellow dogwood. Red dogwood Arborvitae (4) Spreading Juniper Fir N —\= 4" Roby crop apple CITY OF SOUTH BURLINGTON 4" Green sal, F, Cedar hedge (2 2" Sua m of _ /— (2) White pine l8.fa i 36.2 — (6) Spreading juniper Potentillas (8) Spreading lumps, (2) Yellow dogwood (5) Yellow stem dogwoods (10) Spreading cedar (2) Red stem dogwoods (2) Shad bushes N 25' pals I-P ' F � Railroad lies STORA�^j�[�F_F (4) 4" Sugar maples l (6) Potenllllas \ (3) Purple flower bushes Railroad tie wall (4) Hawthorn (6) Yellow potentillas Elks rack (3) 2" Sugar maples Cedar hedge /— 2" Sugar maple /— Shop bush (2) Highb.eh cranberrks —(1) 2" Sugar maple (1) 4" Birch (3) Yewe R4 (1) 2 1/2" Pine C1 (1) Highbush Cranberry (i) 4" Birch {1) 6" Birch >< (1) 6" White birch 3" Birch —I ! I� (2) High bush crpnberrys 41/2" Birch— Highbush cranberry 2" Sugar mapleJ ?Tl RELOCATE GP/y/ UCsHT POLE 25' pole lamp 0 a a 0 o \ PERRYS FISH HOUSE a I a � a a \ 8' lamp pock w X — 25' pole lamp\ (3) Yews Deck t� (1) 6' White birch ® Rock (Typical) (Z) Red tam {� (2) Red stem dogwoods j- \ ® dogwoods Flower bed (1 w stem dogwood Yellolamp N Shad bush Pebble, (2) Yellow stem dogwoods 8' lamp past 8' post (3) Filedae Yew \ sign prea nlpe rs (2) Spreading NI re em do woo (3) Spreading cedar ytam „pot ti„pond"' ,, Hicks yew t',1 (3) Spreading cedar Q + . r`1 itlw1/1�M'N Viburnum Vib Azaleas 8130'0" W '/ l S 2 '" 0" W (3) High bush —I _ 50m, /"7m^x--y 247,90' (3) Yews O Graee 8' lamp posts High bush cranberry SIDEWALK Hicks yew Street sign poet Yellow stem dogwoods Fire hydrant LL(3) (2) Red stem dogwoods Hicks Yew (2) Red atom RC�l.1T� r—( C3) Pontentllias dogwood Rieke Yew (4) spreading cedar KEY: Existing landscape material Indicated by this text style O Landscape matsirial planted arter 2/23/93 Indicated by this text style IN Wood posts ---- Property line • Fire hydrant x Light poles • Property pin or marker Q Rocks 9M High bush cranberry Rocks (Typical) (1) 3 1/2" Sugar maple (3) Yews (1) 3 1/2" White pine 2" Maple Boat (3) shad da,h ([) Red stem dogwood Z 3 (3) Birches Red stem dogwood 3" Sugar maple (4) Red stem dogwood 4" Sugar maple — (4) Shad bushes (3) Shad bushes 6" Sugar maple (3) Yewe (4) Azalca0 - l3) Red stem dogwood — Sign — Street sign post (4) Potentillas RRsd stem 6cpe-6 SITE DATA Total area of lot: 74,485 sf. (40,000 sf. min.) Lot frontage: 298 ft. (200 ft. min) Lot coverage — Building: 9,903 sf. 13% (30%% max.) Building & Parking: 56,742 sf. 76.2%(70% max.) Front yard area: 14,900 sf. Front yard drives, parking & deck: 7,808 sf. 52.4% (30% max.) Parking & Seating Data: Existing Seating: 303 Parking: 119 Calculations (from previous site plan revision dated 4/23/94): Traffic Overlay Existing Grandfathered Trip Ends: Restaurant 265x.23 = 60.95 Market 1320/1000 x 4.8 = 6.34 Total = 67.29 or 67 Traffic Overlay Proposed Grandfathered Trip Ends From Market = 6.34 Seating Aquired from Market 6.34/.23 = 27.56 or 28 Total Seats 265 + 28 = 293 Seating/Parking Proposed Required Parking: 303 seats / 3 = 101.00 plus 774sf. / 200sf. = 3.87 Total = 104.87 or 105 Site Lighting: Lighting consists of: 1. One (1) 25' pole with one (1) 40OW metal halide Cooper lamp on the rear property line. 2. Two (2) 25' poles with two (2) 40OW metal halide Cooper lamps with shields in middle of parking lot. 3. Five (5) 8' poles with incandescent 10OW bulbs along decks. 4. Twenty (20) +/— landscape lamps highlighting landscaping (low wattage). 5. Many small wattage incandescent building wall and ceiling lamps (located on building structure). Note: Site survey & site information from drawing dated 2/5/85 by Pinkham Engineering, sheets 1, 2 & 3. Revisions Project No: DOI 5-3-34 34 ��f�ErF� PERRY'S FISH 04'-0" 20'-0" 40'-0" ao'-o' HOUSE 7E Date: 9-17-93 V rJ NOTICE F-8-94 * SOUTH BURLINGTON, VERMONT Scale: 1" = 20'-0" DRAWNGS MAY NOT NECESSARILY BE FULL SIZE 3-25-134 ►x ,a« p GG By: Dwg. No: VERIFY THE SCALE OF EACH DRAWING PIO®�®J D WITH THE BAR SCALE AND THE DIMENSIONS PROVIDED. I0'1"I'94 srq %sot Z& KPF /pp OF LAWRENCE A—N ARCHITECT, INC. /�1� Chkd: /� FIIe: 681-SITJ 63 CENTRAL AVENUE eIT F�1�'-4'�t LA LL 11 SOUTH eLPLINGTCN, VEP—T O TAX MAP #: 76-2-3 GRAND LIST #: 1540-01080-C FILE #: 81-33,84-89,85-74,94-06 LOCATION: 1080 SHELBURNE ROAD DATE APPLICATION PURPOSE 8-21-78 CUP -CC ADDITION 1-22-79 V If 7-21-81 V-WITHDRAWN GAS STATION 10-27-81 SP-DENIED itif 9-14-82 SP FLORIST SHOP 1-8-85 SK 3 LOT SUBDIVISION 1-14-85 V SMALL LOTS 3-26-85 SP & FP EXP. & 3 LOT SUBD. 10-7-85 V DECK 10-8-85 SP EXPANSION 5-7-91 SP-WD PARKING LOT EXP. 5-26-92 SP FARMER'S MARKET 2-23-93 SP 38 ADDITIONAL SEATS 6-13-94 V COVERAGE 11-15-94 SP REVISE PARKING FILE NAME: PAPPAS, NICHLOS & SARA NICHOLAS & SARS PAPPAS PAPPAS, NICHOLAS PAPPAS, NICHOLAS & SARA PAPPAS, NICHOLAS & SARAH PAPPAS, NICHLOS PAPPAS, NICHOLAS & SARAH PERRY'S RESTAURANT GROUP PAPPAS, NICHOLAS & SARAH PERRY RESTAURANT GROUP if of 11 A.P. RESTAURANT GROUP, INC. PERRY'S FISH HOUSE A.P. RESTAURANT GROUP, INC. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 26, 1995 Phyllis Persons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Revise Parking Layout, 1080 Shelburne Road Dear Ms. Persons: ZONING ADMINISTRATOR 658.7958 Enclosed is a copy of the November 15, 1994 Planning Commission minutes. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. Sincerely, Joe Weith,3� City Planner JW/mcp Encl PLANNING COMMISSION 15 November 1994 page 3 3 The Area 2 4.195 the Williston Road 4. The applicant shall post a $900 landscape bondorior to issuance of a�zoningZ12ildiWng_oermitt..- The �bond �shall remain in effect for �three Wyears to assure that the landscaping takes� � rootand has �a_good chance of surviving._ 5. Any Eew exterior liq_htinq_ or_change_in existing lighting shall consist of downcastin shielded shielded fixtures so as not to cast lightbevond the property line. Anv�change inlight_i_nZ shall be approved_by the Citv Planner_priorto installation. W 6. The_parkinq lot on the site shall be striped as shownonthe a roved site Lan prior to occupant of the restaurant. .rpp....�.r.._ - - --.r...p.r.r.r.rp - -- - - --.r._.....`L,r.._...._....� - - - - - - - 7. The -applicant shallobtain a zoningZbuilding� permit Wwithin six months or this -approval is null and void. 8. The_a_p licant shall obtain a_Cer_tificate of Occupancy/com- pliance fromtheAdministrative Officer prior to use of the restaurant. 9. Anv change tothesite plan shall require approval_ b_y_ the_ South Burlin ton Plannin Commission. W Mrs.-%,aher seconded. Motion_passed unanimously. 5. Site plan application of Perry Restaurant Group to amend a previously approved site plan consisting of revising the parking layout, coverage and other site modifications on a lot containing a 303 seat restaurant, 1080 Shelburne Rd: Mr. Melinkoff said they have provided a 6 ft. green strip in the front. They also now comply with aisle widths. They accomplished this by moving into the green space in back. There was a net loss of 3 parking spaces. Mr. Weith noted that lights are still tipped so light gets onto the road. These fixtures need to be adjusted to keep all light on site. Mr. Austin asked if there is a shared parking arrangement with the neighboring lot. Mr. Melinkoff said there is in the day- time. It is an informal agreement. The business closes at 5 pm. Perry's employees then use the neighbor's lot for parking. 4 PLANNING COMMISSION 15 November 1994 page 4 Mr. Austin moved the Planninq Commission approve the site lan application of Perr Restaurant Grou �to amend a reviousl a - rp oved site_slan_ byrevisincr the�sarkincr last, cove�erage and other site modifications ona lot containing a 303�seat res- taurant as_c1-e2cted on a lan entitled_"Perry's Fish Houser Proposed Site Plan," pr� esared by_ Lawrence Atkin Architect and dated_9/17/93_ last revised 11/7/9.4, with the followin stip- ulations: 1. All previous approvals and conditions which are not _ __ super- seded by this approval shall remain in effect. _ _ 2. The lan shall be revised__rior to issuance a zonin buildinc permit to show the chan es listed below. Three copies of the approved revised plan shall be submitted to the City Planner prior to permit issuance: a) thhe plan shall show all the landsca ing which was _r_e_qu_ired_ as part of the previous approval. ..r.�.. 3. The existinq exterior parkinqllot lights shall be LL2ped straight downward �so_as_not =to_cast li�ht/glare beyond the property line. - -� ------ -- 4. A zonin buildinpermit shall be obtained within six months or this approval is null and void. 5.The_a__p 1p icant shall obtain a certificate of occupancy/com- liance rior to use of the newl desi ned parking lot. 6. Any change to the approvedsiteplan shall require Plannin Commission approval. Mrs. Maher seconded. Motion passed unanimously. 6. Public Hearing: Final Plat Application of Hannaford Brothers Company for: 1) subdivision of 41.9 acres of land into three lots of 6.8 acres (existing Red Lobster Restaurant), 1.6 acres (existing Burger King Restaurant) and 38.5 acres, and 2) con- struction of a 10 building planned unit development on the 38.5 acre lot consisting of 202,546 sq. ft. of shopping center use, a 55,000 sq. ft. supermarket, a 95 room hotel and a 2500 sq. ft. bank with drive -through service, 981 Shelburne Rd: Mr. Crow stepped down due to a potential conflict of interest. The project was presented by David White, Skip McClellan,Doug Fitzpatrick, John Kennedy and Chris Dunn. Mr. White gave a brief overview. He noted that Martin's will City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 12, 1995 Phyllis Persons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Revise Parking Layout, 1080 Shelburne Road Dear Ms. Persons: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Planning Commission on November 15, 1994. Please note the conditions of approval including the requirement that a zoning permit be obtained within six (6) months or this approval is null and void. If you have any questions, please give me a call. Sincerely, V � J Jo Weith, Cit Planner JW/mcp Encl City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 21, 1994 Phyllis Persons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Revise Parking Layout, 1080 Shelburne Road Dear Ms. Persons: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the October 11, 1994 Planning Commission meeting minutes. If you have any questions, please give me a call. Si rely, J e Weith, C ty Planner JW/mcp 1 Encl PLANNING COMMISSION 11 October 1994 page 3 daytime children's birthday parties occasionally. Mr. Burgess suggested putting an 11 pm closing into the motion. Ms. Wright said they will also incorporate it into the leases. Mr. Austin moved the Planninq Commission approve the revised final plat_aoplication ofWS. D. Mansfield, Inc �_to_amend an ap- proved 18 lot subdivision located at�Kirby and Patchen�Roads. The amendment consists of: 1) designate lots #1-16�as a planned unit develoomentWand�2)Wadd 400 saW�ft� of�neighborhoodWcommunit_ meetinspace to an approved duplex on lot #9, as -depicted on a plan entitled "Kirby%Patchen Road,___South�Burlinaton, Vermont, Site & Utilities Plan, Final Plat," prepared by FitzPatrick- Llewellyri, Inc,_Wdated April 1989, with a last revision date__ of__ 2 28/91, with the following stipulations: WW 1. AllWprevious__approvals and stipulations which are not super- seded by this a rovalWshall remain in effect. 2. The Plann_inoCommission approves a sewer allocation of _150gpd for the neighborhood community meeting space. The_applicant shall pay_the per gallon fee prior to the issuance of aWzoning/ building permit. 3. The use of the community meetin s ace shall only be for resident co-o related functions. W - - ........r�2 .r..p-- - - - - 4. The applicant shall_ submit for review and approval by the City Attorney a "Notice of Condition" which clearly identifies and legally ties together lots_#1-16 as a_PUD for planning,�zonin2 - - -- --- ----- ----------- and subdivision purposes. The applicant shall also submit for review and approval b the Cit Attorney a "Notice of Amendment" _.per - - - - �..r_._...�_..�r._r.._ . -- of Subdivision A royal & Declaration of PUD Approval." These 1t2alWdocuments shall be recorded in the South Burlington Land Records within 90-dais r this approval is null and void.___ 5. As expresses re rp esented by the applicant, the community space shall _not be used any later than 11:00 P.M. Mrs. Maher seconded. The motion passed unanimouslz. Mr. Crow rejoined the Commission. 6. Site plan application of Perry Restaurant Group to amend a previously approved site plan consisting of revising the parking layout, coverage, and other site modifications on a lot contain- ing a 303 seat restaurant, 1080 Shelburne Rd: Mr. Melincoff said that in the approval of 2/93, they shifted the parking to the east. Some of the required improvements were not done. They felt mature trees would not have survived if those PLANNING COMMISSION 10 October 1994 page 4 improvements were made. There was supposed to be a 40 foot setback, they made it 30 ft. They left a small green space that was supposed to be removed. Mr. Burgess stressed to the appli- cant that they need to come to the Commission with any proposed changes before they are made. Mr. Weith said the parking spaces don't meet size requirements; nor do spaces between aisles. He felt the room to do this does exist if spaces are shifted to the north. Mr. Austin felt the grassed area in back could be cut back without a problem. Mr. Weith suggested getting back the required 6 ft green space even though it results in the loss of a few up front parking spaces. Mr. Austin suggested the applicant take the regulations back and see how they can get the green space in while losing the fewest number of parking spaces. Mr. Murphy said they don't want to lose the 6 spaces up front. Mr. Burgess stressed that they had no permisssion to put in those spaces. Mr. Murphy said one of their alternatives was to go back to the original plan and lose the trees. Mr. Burgess said he couldn't understand why the applicant wasn't willing to modify the plan to lose two or 3 spaces which would give them more parking than the original plan. Mrs. Maher moved to continue theapplication until 5 November 1994. Mr. Sheahan seconded. Motion assed unanimously. Mr. Austin left the meeting at this time. 6. Site plan application of 10 Farrell St. Corporation to amend a previously approved site plan consisting of revising the parking layout, 10 Farrell St: Mr. Nedde said they also did some things that weren't approved. They restriped the parking lot differently. There are still 80 spaces and 3 handicapped spaces, and they still meet the standards. They just relocated a few spaces. Members had no problem with the layout. Mrs. Maher moved the Planninq Commission approve the site plan --------------- application of 10 Farrell Street Corporation to amend a revious- 1 approved site.plan consistin of revisin the arkin la out 10 Farrell Street as depicted on a two age set of la �aqe one entitled "10 Farrell Street South Burlington Pro osed Re- vised Parking Plan " dated 10 5/94 with the followin sti ula- tions: 1. All previous approvals and stipulations not superseded by this approval shall remain in effect. . / 7YtCl-' 11 Q L L i v A � ..... lz� 1 11/15/94 MOTION OF APPROVAL PERRY'S I move the South Burlington Planning Commission approve the site plan application of Perry Restaurant Group to amend a previously approved site plan by revising the parking layout, coverage and other site modifications on a lot containing a 303 seat restaurant as depicted on a plan entitled "Perry's Fish House, Proposed Site Plan", prepared by Lawrence Atkin Architect and dated 9/17/93, last revised 11/7/94, with the following stipulations: 1. All previous approvals and conditions which are not superseded by this approval shall remain in effect. 2. The plan shall be revised prior to issuance of a zoning/building permit to show the changes listed below. Three copies of the approved revised plan shall be submitted to the City Planner prior to permit issuance. a) The plan shall show 6thelandscaping which was required as part of the previous approval, ut 3. The existing exterior parking lot lights shall be tipped straight downward so as not to cast light/glare beyond the property line. 4. A zoning/building permit shall be obtained within six (6) months or this approval is null and void. 5. The applicant shall obtain a certificate of occupancy/compliance prior to use of the newly designed parking lot. 6. Any change to the approved site plan shall require Planning Commission approval. Memorandum - Planning November 15,1994 agenda items November 10, 1994 Page 3 which would allow this property to generate 102.9 vehicle trips ends during the P.M. peak hour. ITE estimates that the previous uses generated 62.7 vehicle trip ends (vte's) while the proposed uses will generate 90.85 vte's. This will result in an increase in 29 vte's. The applicant must contribute $4,195 to the Williston Road Area 2 Improvement Fund based on the 29 additional vte's to be generated. Based on ITE, staff estimates that the new restaurant will generate 35 peak hour vte's. The applicant estimates the restaurant will generate 18 peak hour vte's. Applicant should submit evidence supporting his estimate. Lights: Appllicant is proposing to add lights under the eaves. These lights must be shielded and not cast glare beyond the property line. 5) PERRY RESTAURANT GROUP - REVISE PARKING LAYOUT - SITE PLAN This project was continued from the 10/11/94 meeting to give the applicant time to revise the site plan to meet parking dimension requirements. The project consists of amending a previously approved site plan by revising the parking layout and making other site modifications. The site plan approved on 2/23/93 (minutes enclosed) to add 38 seats and raze an existing building. The ZBA on 6/13/94 granted the applicant a variance to exceed the overall coverage limitation by 7%. This property located at 1080 Shelburne Road lies within the Cl District. It is bounded on the north by an auto dealership and Kwik Photo, on the east by the access road to Orchard School, on the south by Baldwin Avenue and on the west by Shelburne Road. Access/circulation: Access t cut on Avenue. part of Shelburne Road and a A 62 foot wide curb the previous approval. Circulation is adequate. o the site is via a 34 foot wide curb 21 foot wide curb cut on Baldwin cut on Baldwin Avenue was closed as 3 Memorandum - November 15, November 10, Page 4 Planning 1994 agenda items 1994 Coverage/setbacks: Building coverage is 13.3% (maximum allowed is 30%). Overall coverage is 76.2% (maximum allowed is 70%). The plan approved by the Planning Commission on 2/23/93 had an overall coverage of 69.2%. The ZBA on 6/13/94 granted the applicant a variance to exceed the overall coverage limitation up to 77%. Front yard coverage along Shelburne Road is 51.7% (staff's calculation). No change from previous approved plan. Front yard coverage along Baldwin Avenue will decrease from 81.6% to 73.9% (maximum allowed is 30%). The restaurant building does not meet the front yard setback requirement and is therefore a non -complying structure subject to Section 26.002 of the zoning regulations. Parking: This property requires a total of 105 parking spaces and 119 parking spaces including five (5) handicapped spaces are shown on the site plan. The previously approved site plan showed 105 spaces or 14 fewer spaces than currently proposed. A bike rack is proposed as required under Section 26.253(b) of the zoning regulations. Landscaping: Some of the landscaping required as part of the previous approval was not installed. The plants missing include %� four ( 4 ) shad bushes and four ( 4 ) high bush cranberry plants. This plant material should be installed this planting season. This plan reinstates the six (6) foot green strip along Shelburne Road. Traffic: Not affected. Sewer: No additional allocation needed. Lighting: No changes proposed. All existing lights should be TIP tipped downward so as not to cast light beyond the property line. 14-1, 6) HANNAFORD BROTHERS COMPANY - COMMERCIAL PUD - FINAL PLAT This project consists of the following: 1) subdivision of 41.9 acres of land into three (3) lots of 1.8 acres (existing Red Lobster Restaurant), 1.6 acres (existing Burger King Restaurant) and 35.8 acres, and 2) construction of a ten (10) building planned 4 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 10, 1994 Phyllis Persons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Revise Parking Layout, 1080 Shelburne Road Dear Ms. Persons: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Please be sure someone is present on Tuesday, November 15, 1994 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Serely, G J e Weith, City Planner JW/mcp Encls PLANNING COMMISSION The South Burlington Planning Tuesday, 23 February 1993, at City Hall, 575 Dorset St. Members Present: 23 FEBRUARY 1993 Commission held a meeting on 7:30 pm, in the Conference Room, William Burgess, Chairman; Mary -Barbara Maher, Catherine Peacock, David Austin, Terry Sheahan, Mac Teeson, William Craig Also Present: Joe Weith, City Planner; David Melincoff, Liam Murphy, Larry Atkin, Michael Dugan, Syn Tift, Patricia Calkins, Steven Bushey 1. Other Business: a. Mr. Weith directed attention to a memo from George Khouri regarding the Gleason property approval. Mr. Weith said he had asked when they mall was going to do the development (there is now parking all the way to Dorset St.). Mr. Khouri has indi- cated this is only a temprorary measure. Mr. Weith felt that once Dorset St. is completed, the Commission should get serious about this. He noted that Mr. Khouri will be coming in soon regarding some land they are acquiring behind the Chittenden Bank. Mr. Craig felt that if the Mall wants parking, they should come in with a plan showing screening, landscaping, etc., and that the Mall should be treated the 'same as everyone else. Mr. Craig moved that the �Mall _come in for anamendmentto the approval on_the EaE2rty on the east side of University Mall - - - - - -----�-- - - - - Mr. Teeson seconded. Motion passed unanimously. b. Mr. Burgess noted receipt of a memo from five citizens stating objection to the Milot Nowland II development. 2. Site Plan application of A.P. Restaurant Group, Inc., to increase the seating of an existing 265 seat restaurant to 303 seats and to razean existing building on the same lot currently used for retail use, Perry's Fish House, 1080 Shelburne Road: Mr. Atkins explained that they will remove the market and re- arrange parking layouts. They will change the direction of travel to go back and forth as opposed to up and down. The area for addition to the building is currently used for storage. They will close the driveway to Baldwin Ave. and will grass it in. They have added 2 handicapped parking spaces. Mr. Craig suggested that the curb cut closest to Baldwin be a one-way entrance only. Mr. Murphy felt they were doing a great deal by removing a retail use that generates peak hour traffic. Mr. Craig felt it would reduce turning movements at an unsignal- ized intersection on Shelburne Rd. Other members did not object PLANNING COMMISSION 23 February 1993 page 2 to the two-way use of that drive. Mr. Austin felt he would prefer it to be one way but didn't feel people would obey it if it were. With regard to landscaping, there has been a request for land- scaping to be moved out of the right of way onto the applicant's property. Mr. Weith said there could be a stipulation that if the state says it must be removed, the applicant would have to replace it. Ms. Peacock questions the square footage of the building being removed. She felt the area should be calculated on retail area. Mr. Murphy said they used the size of the building because Claussens used the outside area for sales and display. Mr. Burgess noted there was a question of whether the closing of the curb cut is sufficient to compensate for the additional 2.5 trip ends generated by the project. Members felt it was. Mr. Austin moved the Planning Commissionapprove rove the site plan application of A.P. Restaurant Group, Inc, to increase the seat - in of an existing 265 seat restaurant to 303 seats and to raze an existin buildin on the same lot currentl used for retail use as de icted on a lan entitled "Perr 's Fish House South Burlington, Vermont, Proposed Site," prepared by Lawrence Atkin Architect, Inc and dated 1/11 93 last revised 2/3/93 with the fo11owin stipulations: 1. All previous,_appr2vals and stipulations which are not su er- seded by this approval shall remain in effect. 2. The applicant shallpost a $1 150. landsca in bond rior to issuance of a zoaLn2Zhuildinq permit. The bond shall remain in effect for a eriod of three (3) years to assure that the planted landscaping takes root and has a good chance o surviving. 3. An additional sewer allocation of 1,080 gpd is granted for the additional 38 seats. This assumes a credit for the market build- in_g which_ wilL_be razed. The applicant shall pay the required sewer allocation fee prior to issuance of a zoning/buildLn2 permit . --- - - - - -- - - - - - -- - 4. All exterior li hting shall be properly shielded or directed so as not tocastlight beyond the property line. Any change in existing lighting or new li htin shall be approved b the CityW Planner rior to installations. -- -- ._.._pEi..r_.r- ------------ 5. This opertv is located in Traffic Overla Zone 2 which allows_the.pro ert_y- to generate 37 trip ends Burin the p.m. peak hour. It is estimated that the current uses on the ronertV qen.- PLANNIG COMMISSION 23 February 1993 page 3 erate 67 trip ends durinq the peak hour. It is estimated that_ the proposed use (i.e. 303 seat restaurant) will qenerate 70 trip ends during the p•mW peak hour,_Wor 3Wad itional trip ends over existinq conditions. Section 17.50Wof theSouthBurlington zonino�regulations_ allows the Commission to approve uses which erate Peak hour traffic volumes above the normal standards if the Commission determines that other site improvements will roduce a net benefit for is trafficinit _ flow in the v- ---�..r-. ------ --WW..--_-_--.----------- _ _ _ _ - _ _ W -- y_. It is the Commission's opinion that the pr000sed closing -of the existing 62WfooF curb_cut on Baldwin Avenue_ which is located only 30 feet from the Baldwin Ave/Shelburne Rd. intersection will result in a net benefit in terms of traffic access exitin and enterinq the site. Therefore the Commission approves the estimated 70 peak hour tri ends. 6. The applicant shall contribute prior to issuance_ of a zoning permit $60 to the Shelburne Road Intersection Improvement Fund based on the 3 additionaltrip ends estimated to be ener__a__t_e__d__ b__y_ this project'_ 7. Prior to issuance of a zonin builidn ermit_, the ap licant shall submit a revisedplan to the CityPlanner for a roval which shnwG the following changes_; a. the notes pertaininq to the s uare foota e of the existing market_ buildino, including traffic oenerationWcalculations, _shall be revised to indicate that the consists of 1,320 sq. 8. In the event_ the State of Vermont requires the applicant to move any orWall �landscapin located within the limits of the Shelbn ure Road r.o.w._, the applicant shall be required to submit a revisedWlandscaa�eolan to the City —Planner for approval. -9 9. This siteolan approval shall not be construed as approval to - -- -- -- -- -- -- -- -- -- - -- -- -- -- -- -- -- - alter a non-conformin structure. The decision of whether or not to qrant approval for alteration to a nonconformin structure ---------------------- - - shall be made Wby_ theWAdministrative_ Officer in accordance with Section 19.002 of the Zoninq Re ulations. 10. The applicant shall obtain a zonin building permit within six months or this approval is null and void. 11. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use of the additional seating. 12. The applicant may not alter the.plan without approval of the South Burlin ton Plannin Commission. Memorandum October 11, October 7, Page 6 - Planning 1994 agenda items 1994 Parking: Applicant has indicated that no additional parking is needed because the room will be used solely by the residents who will walk from their homes. Sewer: The sewer allocation needed for this project is 150 gpd. The applicant should be required to pay the per gallon fee prior to issuance of a zoning/building permit. Other: --- the applicant will be required Condition" which clearly identifies lots 1-16 as a PUD for planning, purposes. The applicant will also "Notice of Amendment of Subdivision PUD Approval". to record a "Notice of and legally ties together zoning and subdivision be required to record a Approval & Declaration of --- this approval should include a condition that the community space can only be used for resident/co-op related functions. 6) PERRY RESTAURANT GROUP - REVISE PARKING LAYOUT - SITE PLAN This project consists of amending a previously approved site plan by revising the parking layout and making other site modifications. The site plan approved on 2/23/93 (minutes enclosed) to add 38 seats and raze an existing building was never implemented. Staff has been attempting for over a year to have the applicant either implement the approved plan or submit a revised plan. The ZBA on 6/13/94 granted the applicant a variance to exceed the overall coverage limitation by 7%. This property located at 1080 Shelburne Road lies within the Cl District. It is bounded on the north by an auto dealership and Kwik Photo, on the east by the access road to Orchard School, on the south by Baldwin Avenue and on the west by Shelburne Road. Access/circulation: Access to the site is via a 34 foot wide curb cut on Shelburne Road and a 21 foot wide curb cut on Baldwin Avenue. A 62 foot wide curb cut on Baldwin Avenue was closed as part of the previous approval. Circulation is adequate. L lj_ Memorandum - Planning October 11, 1994 agenda items October 7, 1994 Page 7 Coverage/setbacks: Building coverage is 13.3% (maximum allowed is 30%). Overall coverage is 75.3% (maximum allowed is 70%). The plan approved by the Planning Commission on 2/23/93 had an overall coverage of 69.2%. The ZBA on 6/13/94 granted the applicant a variance to exceed the overall coverage limitation up to 77%. Front yard coverage along Shelburne Road is 51.7% (staff's calculation). This is the same coverage approved on the previous site plan (maximum allowed is 30%). Front yard coverage along Baldwin Avenue will decrease from 81.6% to 69.9% (maximum allowed is 30%). In the 1993 approval, the Planning Commission required that the parking spaces along Shelburne Road be shifted to the east in order to provide more green space along Shelburne Road and bring the property closer to meeting front yard coverage requirements. The applicant never implemented these improvements and is proposing not to do so. Staff recommends that the six (6) spaces along Shelburne Road be replaced with green space, especially since the Zoning Board granted a variance to exceed coverage in the rear of the site and the site has more spaces than required by standard. The restaurant building does not meet the front yard setback requirement and is therefore a non -complying structure subject to Section 26.002 of the zoning regulations. Parking: This property requires a total of 105 parking spaces and 123 parking spaces including five (5) handicapped spaces are shown on the site plan. The previously approved site plan showed 105 spaces or 18 fewer spaces than currently proposed. The majority of parking spaces and access aisles do not meet the minimum requirements of Section 26.25, Exhibit 26A, Parking Lot Dimensions of the zoning regulations. The previously approved plan met all the minimum requirements. Specifically, the problems with the proposed plan are as follows: --- the southerly most double row of parking has a bumper to bumper width of 52.1 feet or 2.5 feet short of the requirement. The minimum required is 54.6 feet. --- the central double row of parking has a bumper to bumper width of 51.4 feet or 3.2 feet short of the requirement. --- the single row of parking along the easterly boundary opposite the storage building area has an aisle width of 20 feet. This is 2 feet short of the requirement. --- the double row of parking north of the storage building has a 7 Memorandum October 11, October 7, Page 9 - Planning 1994 agenda items 1994 bumper to bumper width of 55 feet. This is 5 feet short of the requirement. --- the curb length of each angled space is required to be a minimum of 9.8 feet, many spaces do not meet this requirement. A bike rack is proposed as required under Section 26.253(b) of the zoning regulations. Landscaping: Some of the landscaping required as part of the previous approval was not installed. The plants missing include four ( 4 ) shad bushes and four ( 4 ) high bush cranberry plants. This plant material should be installed this planting season. The proposed plan eliminates a six (6) foot green strip along Shelburne Road. As stated above, staff recommends that the six (6) spaces along Shelburne Road be converted to landscaped green area since the applicant was able to obtain a variance to increase paved area in the back of the lot. Traffic: Not affected. Sewer: No additional allocation needed. Lighting: No changes proposed. All existing lights should be tipped downward so as not to cast light beyond the property line. Recommendations: There are a number of problems both with this proposal and the originally approved plan. The approved plan shows all parking spaces meeting dimensional requirements. However, the approved plan shows pavement closer to the southerly (Baldwin Avenue) and easterly (R4 District) property lines. When the 1993 plan was approved, it was staff's understanding that these paved limits represented existing conditions. Apparently, they do not. Sections 25.107 and 25.108 prohibit the extension of pavement closer to the southerly and easterly property lines. Therefore, it is recommended that a new plan be prepared which shows all proposed parking spaces meeting dimensional requirements without extending the parking lot any closer to the southerly or easterly property lines. The revised plan should also incorporate other recommendations contained in this memo. GX y �Vutb Nnrltngtnn Ntre Department 575 Vurset street 3nuO N urlingtun. lRermunt 05403 -- r� FAX: (802) 658-4748 '10: South Burlington Planning Commission FROM: Wallace Possich, Fire Chief (� DATE: September 27, 1994 RE: Plans Review for October ll, 1994 Meeting (802)658-7960 I have reviewed the foldhowing site plans and my comments are attached: 1. University Mall Project No. 6699.5 Dorset St. Dated 9-16-94 Acceptable 2: Pillsbury Manor Project No. 90101 Williston Rd. Dated 9-2-94 Acceptable 3. Perry's Fish House Project No. 881 Shelburne Rd. Dated 8-2-94 Acceptable 4. 10 Farrell St. Dated 9-12-94 Acceptable S. International Childrens School Patchen Rd. Dated 9-23-94 Acceptable Ito." _ /0 x 5 7b YQ- �16I� 8' !amp post i0 1 �p \\_ ( 6" White birch Rock (Typical) c +4 ` (; Red stem dogwoods t- 25' pole lamp --_-' (7) Red stem �`�- �_ war ted to dogwoods ( Yellow stem dogwood (2) Yellow stem dogwoods �\_ 8 :amp post 1(3) Nicks Yew- 8' lamp post Spreading 'unipers c: sign (3) Spreading cedar Hicks yew 3 S A edar YM -- i S 2 247.E Yellow stem dogwoods Red stem dogwoods ks Yew Red stem wood spreading cedar W ( ) preo mg — \iburnum — (4) Azaleas (3) High bush ranberrys (3) Yews 8' tamp F sts �- High bust• cranberry Hicks yew Street sic Post \`-- Fire hydra ` F_._><�U_rr__= =!xt style 93 Indicated b5 thle text style i Grass i (3) Pontentilias - Hicks Yew (4) Shad bushes (3) Shad bushes d� F-- 6" Sugar maple D (3) Yews 1 (4) Azaieaa (3) Red stem dogwood Sign Street sign post (4) Potanttllas Red etam dogwood l*CLlVED 0 8 1994 City of So. Burlington h b� �C� %a6o Revisions e 4 4 Remove existln telephone pole 8' lamp post o r remove Market typ. 22'-0" - - -- t O �Remove existing — �— — — telephone pole - - Rock (Typical) �` \ (3) Yews .o1 �( (7) Red stem 6" White birch f �� dogwoods Flower bed 2 Yellow stem dogwoods 2 Red stem dogwoods N O 9(3) 14AC6 Yew 8' lamp post 1 Yellow stem dogwoods — sign — 8' lamp post ! �- (3) Spreading cedar \--- 2 Spreading . niperg o X < Hin4e nwtu I � X .. — (3) Spreading cedar — Vibumum j — (4) Azaleas11- - - (3) High bush cran ys P High bush cranberry 3 -- () Yews Grass, — 8 lamp posts — High bush cranberry SIDEWALK -- Hicks yew — Street sign post -- Fire hydrant existing edge of paving 247 • x low stem dogwoods j stem dogwoods x x Q (3) Shad bushes Q t 2' Sugar maple CD (3) 6" White birch t- Flower bed (2) 2" Sugar maples (4) Shad bushes - Close access and extend -(3) Shad bushes Flower bed 9� X 99 ; c��l (3) Yews (4) Aza leas (3) Red stem doowooc 6" Sugar maple Flower bed Sign Street sign post (4) Potentillas City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 October 20, 1994 Phyllis Persons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Revise Parking Layout, 1080 Shelburne Road Dear Ms. Persons: ZONING ADMINISTRATOR 658-7958 This is to remind you that the above referenced project is scheduled for review on November 15, 1994. Please submit revised plans addressing the preliminary comments by no later than Friday, November 4, 1994. If you have any questions, please give me a call. Sin rely, Ray and J. Belair, Zoning and Planning Assistant Encls RJB/mcp IX W;�61eA.A17- low., City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 October 7, 1994 Phyllis Persons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Revise Parking Layout, 1080 Shelburne Road Dear Ms. Persons: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and comments from Fire Chief Wally Possich and myself. Comments from City Engineer Bill Szymanski were sent to you at an earlier date. Please be sure someone is present on Tuesday, October 11, 1994 at 7:30 P.M. to represent your request. If you have any questions, please giv me a call. in erel , e JoWeith, City Planner JW/mcp Encls s. a• Rany gran apple CITY OF SOUTH BURLINGTON 4" Green aan r ��' Cedar hedge F Sued, m e '•} (2) White pine R4 'l' (2) Shad bushes Cedar hedge 2" Sugar mapte Shad bush C 1 X ay ,,y "PI 3y y .a y .vy , ; ay ay `,:y ;y ?Y r y • ,Pr P L• � gross ^�.� �a h� 26' east. I• P 3" Birch (8) White pines --wo\ 4 1/2" Borah � Highbush ttanberry 2" Sugar maple Railroad ties (10) 2' Sugar maples STORAGE (4) 4" Sugar maples \ \ (3) Plies (3) Puurplerpl. Hower bushes 25' pole lamp \ Railroad tie wall (4) Hawthorn \ (6) Yellow Potsntillaa <C Bike rack 51'-4 3 4- 52'-1 1 4" \ W (3) 2' Sugar maples IY of \ I I ° w Y C \ ° Rope and a PERRYS FISH HOUSE \ post fence o G ass $ \ a / o (3) Lilacs Flower bed \ B' lamp post (1) Ye Boat If.. stem d o0 Red stem dogwood 2 Lilacs X (2) Yews 25' Dole lamp \ Rocks (Typlcat) 20" Sliver maple (4) Pontentlilas Deck 4 ' (2) Spreading Junipers (8) Purple flowering ® Rock (Typical) a (3) Yews \ bushes (d7o) fte�e em t' (i) 6" Nfiite birch Shad bush (2) Ysltow stem dogwoods 51 Red stem dogwoods \ Pebbles Flower bed 8' lamp post (1) Yellow stem dogwood Juni p 3) Cedars sign 8' lamp post (3) 141Cka Yew (9 ) Sp —ding pars ;1C Yellow stem dogywa / (3) Spreading cedar (2) Spreading Junipers tillas (B) Paten,'J (3) Rad +'q ,aogw Hicks yew (2) Scotch pines :Caftays,'iry"gond+ , (�,% (3) Spreading ostler Viburnum (3) Yellow dogwood, —y ) / (4) Azaleas Red dogwood _ S '30'0" W S 2 ,�26Nb" W (3) High bush cranb s Arborvit--ma(3) V®wa aey 50.00' 247.90' O (4) Spreading Jumper= {? Fir `3' _`> `;' :_`> n`> ., I � J Grass • 8' lamp pasta SIDEWALK High bush cranberry SIDEWALK Hock, yew Street Ign post IL (5) Spreading Juniper ((3) Yellow stem dogwoods Fire hydrant (2) Red stem dogwoods (10) Potentlllae Hicks Yew (8) Spreading Juniper ow (2) Yelldo d (2) Red stem ROI..IT 4r-( 13) Pantelnttllas gwoo dogwood (5) Yellow stem dogwoods (4) spreading cedar HlCka Yew (10) Spreading cedar (2) Red stem dogwoods 1'1,11ng landscape material indicated by this test sty. Landscape materlel planted alter 2/23/93 Indlcated by this text style I& Wood posts ---- Property line • Fire hydrant Light poles • Property pin or marker ® Rocks (2) Highbush cranberries -(1) 2" Sugar maple C= �NI grass High bush —berry Rocks (Typical) (1) 3 1/2" Sugar maple (3) Yews (1) 3 1/2" White pine 2" Maple Boat (3) Shad bush F Red stem dogwood Z B Q (3) Blrahsa 4 tll Red stem dogwood 3" Sugar maple (4) Red stem dogwood 4" Sugar maple - (4) Shad bushes -(3) Shad buahee 6' Sugar media (3) Yewe (4) Azaleas (3) Red etam dogwood Sign Street sign post (4) laotanttllae Red stain dOgWOOd F 0 4'-0" 20'-0" 40'-0" 80'-0" NOTICE DRAWINGS MAY NOT NECESSARILY BE FULL SIZE. VERIFY THE SCALE OF EACH DRAVANG WITH THE BAR SCALE AND THE DIMENSIONS PROVIDED, F SITE DATA Total area of lot: 74,485 sf. (40,000 sf, min,) Lot frontage: 298 ft, (200 ft. min) Lot coverage — Building: 9,903 sf. 13% (30% max.) Building & Parking: 56,060 sf. 75% (70% max.) Front yard area: 14,900 sf. Front yard drives, parking & deck: 7,664 sf. 51.4% (30% max.) Parking & Seating Data: Existing Seating: 303 Parking: 123 Calculations (from previous site plan revision dated 4/23/94): Traffic Overlay Existing Grandfathered Trip Ends: Restaurant 265x.23 = 60.95 Market 1320/1000 x 4.8 = 6.34 Total = 67.29 or 67 Traffic Overlay Proposed Grandfathered Trip Ends From Market = 6.34 Seating Aquired from Market 6.34/.23 = 27.56 or 28 Total Seats 265 + 28 = 293 Seating/Parking Proposed Required Parking: 303 seats / 3 = 101.00 plus 774sf. / 200sf. = 3.87 Total = 104.87 or 105 Site Lighting: Lighting consists of: 1. One (1) 25' pole with one (1) 40OW metal halide Cooper lamp on the rear property line. 2. Two (2) 25' poles with two (2) 40OW metal halide Cooper lamps with shields in middle of parking lot. 3. Five (5) 8' poles with incandescent 10OW bulbs along decks. 4. Twenty (20) +/— landscape lamps highlighting landscaping (low wattage). 5. Many small wattage incandescent building wall and ceiling lamps (located on building structure). Note: Site survey & site information from drawing dated 2/5/85 by Pinkhom Engineering, sheets 1, 2 & 3. Revisions etE o r PEj DRY'S FISH Project No: Be] 94 �G nr s Q r 11LL Date: 9-11-93 -134 Yr" •M2 HOUSE 94 * SOUTH BURLINGTON, VERMONT Scale: I" = 20'-V 94 sr9E�an RR®P®JE[D By. K�''� Dwg/qa No: OF AW.4ENCE ATKIN ARCHITECT, [NO. �I"i' Pi..1�1� Chkd: /y 881-51TF sa CENTRAL Avenue V 1 9. It - - BURUNGTON, VERMONT 034a3 LA §�uut1 N urltngtnn N tre 'Department 575 lJIIrset -trect �#autl Nurlingtnn, Vermont 05403 (802)658-7960 TO: South Burlington Planning Commission FROM: Wallace Possich, Fire Chief (� DATE: September 27, 1994 RE: Plans Review for October ll, 1994 Meeting I have reviewed the following site plans and my comments are attached: 1. University Mall Project No. 6699.S Dorset St. Dated 9-16-94 Acceptable 2: Pillsbury Manor Williston Rd. Acceptable 3. Perry's Fish House Shelburne Rd. Acceptable 4. 10 Farrell St. Acceptable Project No. 90101 Dated 9-2-94 Project No. 881 Dated 8-2-94 Dated 9-12-94 M E M O R A N D U M To: Project Files From: Raymond J. Belai ', Zoning and Planning Assistant Re: Preliminary Comments, September 20, 1994 agenda items Date: August 26, 1994 PERRY RESTAURANT GROUP - REVISE PARKING LAYOUT - SITE PLAN --- double row of parking behind the building does not meet the 60 foot bumper to bumper requirement (two (2) 18 foot spaces and a 24 foot aisle). --- the southerly most double row of parking does not meet the minimum requirement of 54.6 feet bumper to bumper, plan scales 50 feet. --- the center double row of parking does not meet the minimum 60 foot bumper to bumper requirement, plan scales 53 feet. --- plan should indicate zoning boundary between Cl and R4 Districts. --- ADA Accessibility Guidelines require five (5) handicapped spaces for a 123 space parking area, two (2) additional handicapped spaces should be shown to meet this requirement. --- plan does not accurately depict existing site landscaping. The landscaping required as part of the 2/23/93 approval was altered, plan should show site landscaping existing as of 2/23/93 and the new landscaping planted after 2/23/93 with different symbols as is shown on the 2/23/93 approved plan. The plan should also include a planting schedule for the new plantings. --- front yard coverage is increasing from the approved 51.7% to 54%. The maximum allowed is 30%. Planning Commission does not have authority to allow this increase in coverage and a variance was not granted by the Zoning Board therefore plan must be revised to show no increase beyond the 51.7% previously approved. Staff further recommends that the six (6) parking spaces along Shelburne Road be converted to landscaped green area since the applicant was able to obtain a variance to increase paved area in the back of the lot. --- staff recommends that the six (6) foot paved strip along Baldwin Avenue between the parking area and the existing landscaped area be converted to green space. --- single row of parking east of storage shed does not meet the 22 foot parking aisle requirement. --- details of all exterior lighting should be submitted and locations shown on plan. --- plan should show a bike rack. all the notes shown on the approved plan should also be shown on this plan. HEARTWOOD LANDSCAPING CO. HC 64 Box 635 Essex Junction, Vermont 05452 r Quantity Common Name (4) �Azalea (4) t' Jq..= �v Cranberry -high bush (4) @ l =vim' Dogwood -red stem "O (7) q-5a� Potentilla (4) Cd Yew -hicks ` (3)Ca8•(� - �'f� Yew -spreading (8)_ D... ; Shad Bush y�l �- x a•s; �153, �5� Size Botanical Name 18" - 24" FRAXINUS pennsylvanica 24" - 36" VIBURNUM trilobum 36" CORNUS sericea 3 Gallon POTENTILLA fruiticosa 30" TAXUS media 'hicksii' 30" TAXUS media 10" - 12" AMELANCHIER canandensis —*uutb N urlingtnn Nire Department 575 19urtiet Street South Nurlington. Vermont 05403 -= 1 FAX: (802) 658-4748 TO: South Burlington Planning Commission FROM: Wallace Possichy'F'ire Chief DATE: September 7, 1994 RE: Plans Review for September 20, 1994 Meeting (802)658-7960 The following plans have been reviewed and my comments are attached: 1. Perry's Fish House Shelburne Rd. Acceptable 2. 2069 Williston Rd. Acceptable 3. Green Acres Industrial Park Hinesburg Rd. Acceptable 4. Three Lot Subdivision Airport Parkway Acceptable Project No. 881 Dated 8-2-94 Project No. 94053 Dated 8-15-94 Project No. 86091-42 Dated 8-30-94 Dated 8-26-94 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 August 26, 1994 Phyllis Persons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Revise Parking Layout, 1080 Shelburne Road Dear Ms. Persons: ZONING ADMINISTRATOR 658-7958 Enclosed are preliminary comments on the above referenced project from City Engineer Bill Szymanski and myself. Comments from Fire Chief Wally Possich will be forwarded as soon as they are available. Please respond to these comments with additional information and/or revised plans no later than Friday, September 9, 1994. Sin ely, 017cp ay 6nd J. Belair, Zoning and Planning Assistant Encls RJB/mcp n M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: September 20, 1994 agenda items Date: August 24, 1994 MUNSON DEVELOPMENT - 2069 WILLISTON ROAD A sidewalk along the Williston Road frontage should be included. This section of Williston Road is maintained by the State and will require a permit from them. PERRY'S FISH HOUSE - SHELBURNE ROAD As built plan dated 7/8/94 prepared by Lawrence Atkin, Architect is acceptable. COMMERCE SQUARE - WILLISTON ROAD/HINESBURG ROAD Plan titled Site and Utilities Plan showing latest revision dated 8/94 prepared by FitzPatrick-Llewellyn, Inc. is acceptable. SITE PLAN CHECK LIST --- Lot drawn to scale --- Survey data (distances and lot size) --- Contours (existing and finished). --- Existing vegetation and natural features. --- Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. --- Location of streets, abutting properties, fire hydrants, existing buildings. --- Existing and proposed curb cuts, pavement, walkways. --- Zoning boundaries --- Number and location of parking spaces. (RV parking for multi- family projects over 25 units). t/ --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). --- North arrow --- Name of person or firm preparing site plan and date. I-- --- Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). --- Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. --- Setbacks (residential district, planned r.o.w., Interstate). --- C.O. Zone --- Bike racks --- Traffic generation --- Traffic Impact fees --- PUD/PCD standarads --- Airport Approach Cone --- outside storage/display --- F.A.R. --- Lot merger agreement flxlq 6 h 2S,t�d. CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) Sarah Pappas, 4050 _P_inebrook Circle, Bradenton FL 34029 2) APPLICANT (name, address, phone #)_David Melincoff, Perry Restaurant Group, 1908 Shelburne Road, Shelburne, Vt 05482 985-8074 3) CONTACT PERSON (name, address, phone # ) Phyllis Persons or David Melincoff 985-8074 4) PROJECT STREET ADDRESS: 1080 Shelburne Road, So. Burlington, VT 5) LOT NUMBER (if applicable) 6) PROPOSED USE(S) plan for parking lot layout Seeking revision to previously approved site 7) SIZE OF PROJECT (i.e. total building square footage, € units, maximum height and # floors, square feet per floor) N/A 8) NUMBER OF EMPLOYEES N/A 9) LOT COVERAGE: building 13 %; landscaped areas % building, parking, outside storage 77 % 10) COST ESTIMATES: Buildings $ , Landscaping $ Other Site Improvements (please list with cost) $ N/A 11) ESTIMATED PROJECT COMPLETION DATE: N/A 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) ---N/A Estimated trip ends (in and out) during the following hours: Monday through Friday N/A 11-12 noon 12-1p.m. 1-2 p.m. 2-3 p.m. 3-4 p.m. 4-5 p.m. 5-6 p.m. 6-7 p.m. 13) PEAK HOURS OF OPERATION: N/A 14) PEAK DAYS OF OPERATION: N/A 7/29/94 \ DATE,Ov SUBMISSION SIGNATURE OF APPLICANT DATE OF HEARING July 29, 1994 Ray Belair City of South Burlington 575 Dorset Street So. Burlington, VT 05403 Dear Ray: THE - SIRLOIN-"N. FINE DINING -BEST FJ63-. SHELBURNE, RUTLAND A MANCHESTER. VT - y�t`,N BURLINGTON, VL •DAKOTA•. PITTSFIELD, MA 1SH"HO� J,S f, S. BURLINGTON, VT Enclosed, please find our application for the Planning Commission. We are seeking revision to our previously approved site plan for our parking lot layout and lot coverage. Our revised plan was approved by the zoning board on June 13, 1994. Also enclosed are 5 full-size copies of our site plan and one 11x17 reduced copy, as well as the $25 application fee. Liam Murphy spoke with Joe Weith last week at a board meeting and asked if we could delay going before the Planning Commission until after the second week in September. We are in the midst of opening a new restaurant in Connecticut and would appreciate your consideration. Give me a call with a scheduled date. Thanks Ray. Sincerely, /PcP encl. GC�� I�er o Project Coordinator PERRY RESTAURANT GROUP 1908 SHELBURNE ROAD, SHELBURNE, VERMONT 05482. (802) 985-8074 u I i. ROUTE W1 e 20,w ^ w _ tt T� 010 AMEN 1 r�I I d , 1` ria" YWA .M MUM LAW PC" Revisions Total area of lot: Lot frontage: Lot coverage- Bul lding: Building A Parking: Front yard area: Front yard drives, parking a deck: Parking 1 Seating Data: Existing Seating: Parking: SITE DATA 14,485 of. (40000 of. min.) 2W ft. (200 ft. min) %W3 of. 13% (301% max.) 51069 of. 11% (10% max.) 14,SW of. 8031 of. 34% (30% max.) 303 123 NOTE= ONLY LANDSCAPING ON SOUTH SIDE OF LOT IS SHOWN. THE REMAINING LANDSCAPIN65 IS NOT SHOWN. RECEIVED AUG 0 2 1994 pity of So. Burlington PERRY'S FISH Project No: Wl HOUSE Date` 9-IT-93 SOUTH BURLINGTON, VERMONT Scale: V • 20'-0" By, KIMP Dwg. No: EXISTING SITE Chkd: Al cwa LA r ' c 71 MEMORANDUM TO: South Burlington Zoning Board of Adjustment FROM: Joe Weith, City Planner RE: Parking Space Dimensional Requirements DATE: May 4, 1994 Dick Ward informed me that a discussion came up during the appeal of Perry's Fish House regarding dimensional standards for angled parking spaces. The City's zoning regulations require 22 - 24' wide aisles for any type of parking configuration. These aisle widths specifically serve 90 degree parking spaces and do not address the narrower aisles which are adequate for angled parking. Based on standards recommended by the Institute of Transportation Engineers and other site design manuals, aisle widths of 12 - 17 feet are adequate for angled parking. The Planning Commission adopted a policy a couple of years ago to allow narrower aisle widths for angled parking. This policy will be formally included in the zoning regulations within the next couple of months. The Planning Commission has scheduled a public hearing for the new regulations for June 7, 1994. Enclosed is a table of parking lot dimensions which will be incorporated into the regulations. (zb5-2) Exhibit 26A PARKING LOT DIMENSIONS SINGLE LINE HERRINGBONE INTERLOCKED PARKING PARKING PARKING A L. D W D; PARKING ANGLE CURB LENGTH DEPTH OF STALL WIDTH OF AISLE DEPTH OF STALL PER CAR (FEET) (FEET) (FEET) 0 22 8 12 8 20 24.9 14.2 12 10.1 25 20.1 15.4 12 11.4 30 17.0 16.4 12 12.7 35 14.8 17.3 12 13.7 40 13.2 18.1 12 14.8 45 12.0 18.7 13 15.8 50 11.1 19.2 13 16.6 55 10.4 19.6 14 17.2 60 9.8 19.8 15 17.8 65 9.4 19.9 17 18.2 70 9.0 19.8 20 18.4 75 9.0 19.6 23 18.6 80 9.0 19.2 24 18.4 85 9.0 18.7 24 18.3 90 9.0 18.0 24(') 18.0 M THE WIDTH OF AN AISLE SERVING A SINGLE ROW OF 90 DEGREE PARKING SPACES MAY BE 22 FEET City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 September 8, 1993 Ms. Phyllis Perrons Perry Restaurant Group 1908 Shelburne Road Shelburne, Vermont 05482 Re: Perry's Fish House, Exterior Lighting Dear Ms. Perrons: ZONING ADMINISTRATOR 658-7958 Please be advised that your request to install an additional light pole with two (2) 400 watt fixtures, as indicated in your letter dated 8/31/93, is hereby approved. As indicated on the plan which accompanied your 8/31/93 letter, the pole will be located approximately 66 feet from the Shelburne Road r.o.w. line and approximately 66 feet from the Baldwin Street r.o.w. line. Please note that all exterior lighting must be appropriately shielded so as not to cast light beyond the property line. I will inspect the light pole and fixtures after installation in order to verify the light source is appropriately shielded. Please do not hesitate to contact me if you have any questions. cer ly i - J Weith, Ci y Planner JW/mcp cc: Dick Ward Ray Belair 1 State of Vermont 1't • Department of Fish and Wildlife Department of Forests, Parks and Recreation Department of Environmental Conservation State Geologist Natural Resources Conservation Council Nicholas & Sarah PAPPAS 4050 Pinebrook Circle Bradenton, FL 34209 RE: WW-4-0683 ; Perry's Fish House demolish fish market add 38 seats to prev.appr. 265 rest. mun. w/s inc. of 1080 gpd located Route 7 in South Burlington, Vermont. Dear Applicant: AGENCY OF NATURAL RESOURCES Department of Environmental Conservation 111 West Street Essex Jct.,Vermont 05452 Telephone # 879-6563 November 15, 1993 We received your completed application for the referenced permit on 11/04/93, including a fee of $388.8 paid for by Check Number 9997. This application falls under the Water/Wastewater: Greater than 1000 GPD Program Area, and under the Performance Standards for this program area, we have 45 days of 'in-house' time for our review of your application. If we need further information from you in order to reach a decision on your application, the time we wait for your submittal of that information does not count against the allowable in-house time specified in the performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 45 days in-house, please contact this office at 879-6563. Please note that this does not constitute receipt of your application under the requirements of Act 250. If you have questions relating to Act 250 jurisdiction, a District Coordinator may be reached at 879-6563. r the Division of Protection, gene t. Robeke� Administrative Secretary CC: Lawrence Atkin ,,-South Burlington Planning Commission Regional Offices - Barre/Essex Jct./Pittsford/N. Springfield/St. Johnsbury o y1A11 ,� 64, l W�u •r State of Vermont t M ate' WATER. SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED CASE NO. WW-4-0683 Environmental Protection Rules APPLICANT Nicholas &. Sarah Pappas Effective September 10, 1982 ADDRESS 4050 Pinebrook Circle Bradenton, FL 34029 This project, consisting of adding 38 seats to the existing restaurant known as Perry's Fish House bringing the total on - premise public seating to 303 .located off Route 7 in the City of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. GENERAL (1) The project shall be completed as shown on the plans Project No. 834 DWG NO. A-1. "Proposed Site Plan" dated 1./11/93 last revised Feb. 3, 1993 prepared by Lawrence Atkin, Architect and which have been stamped "approved" by the Wastewater. Management Division. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. (2) No alterations to the huil.di.ng other than indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which wot.t_ld change or affect the exterior water supply or wastewater disposal or the approved use of the bui.ldinQ shall be allowed without prior review and approval. from the Agency of Natural. Resources. (3) The Vermont. Department. of Health i s to he contacted in regard to any regulations and/or licenses r.egt.ri.red by their Department. They may he reached at. 802-86:3- 7220) . (4) In the event of a transfer of ownership (partial or whole) of this project: , the transferee sha l 1 hecome t.tee and be subject. to compliance with the terms and co rid ition s of this perm-t.1.. f 5) The Wastewater, Management. Di v i si_on now re %, i ews the sewage a.nd water, systems for puhl i.c bu i. 1d i n s, urndc r 1.0 V . S . A . , Chapter (il - Wa.t.er, Supply and Wast.eia,at.eu Di,,pc)�,al Permit.. Water Supply and Was ater Disposal Permit WW-4-0683, Pappas Page 2 (6) All conditions set forth in hand Use Permits #PB-4-1040 dated August 29, 1985 and PB-4-1040-1 dated April 21, 1986 shall remain in effect except- as modified or amended herein. WATER SUPPLY (7) The project is approved for water supply by connection to the municipal water system. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. SEWAGE DISPOSAL (8) The project is approved for connection to the South Burlington Bartlett Bay wastewater treatment facility for a maximum of 8,430 gallons of sewage per day. Dated at Essex Jct., Vermont this 28th day of December, 1993. Jack Long, Commissioner Department of Environmental Conservation B v ` Ernest. P. Christianson Regional. Engineer cc: For the Record City of South Rurl ingt.on Pl a,nn i.ng Commission City of South Burlington Selectmen Act 250 Coordi.nat.or. Water Supply Division Department of Health Departmentof tabor and Tnchistry Lawrence Atkin �T State of Vermont X WATER, SUPPLY AND WASTEWATER DISPOSAL PERMIT LAWS/REGULATIONS INVOLVED CASE NO. WW-4-0683 Environmental Protection Rules APPLICANT Nicholas &. Sarah Pappas Effective September 10, 1982 ADDRESS 4050 Pinebrook Circle Bradenton, FL 34029 This project, consisting of adding 38 seats to the existing restaurant known as Perry's Fish House bringing the total on - premise public seating to 303 located off Route 7 in the City of South Burlington, Vermont is hereby approved under the requirements of the regulations named above, subject to the following conditions. GENERAL (1) The project shall be completed as shown on the plans Project No. 834 DWG NO. A-1. "Proposed Site Plan" dated 1/11/93 last. revised Feb. 3, 1993 prepared by Lawrence Atkin, Architect and which have been stamped "a.pprove d" by the Wa.stewa.ter. Management Division. The project shall not deviate from the approved plans without, prior written approval from the Wastewater Management Division. (2) No alterations to the huil.di.ng other than those indicated on the approved plan or [dater Supply and Wastewater Disposal Permit, which would change or affect the e-�;teri.or water supply or wastewater disposal or the approved use of the bui.ldi.n> shall be allowed wit.ho.rt prior review and approval from the Agency of Natural. Resources. The Vermont. Department, of Hea. l.t.h is to he contacted it, regard to any regul-ations and/or licenses required by their Department. They may he reached at 802-863-7220). (4) Tn the event of a transfer of ownership (partial- or whole) of this pro.iect, the transferee shall hecome perrnit.tee and be subject. to comp l i ance wi t.h the terms and conditions of this p e r m i_ t, . ( 5) The Wastewater Mari. i> e,fit ent. 1)i vi s i.on now reviews the sewage a.nd water systems for public. bui.l.(Jin s under. 10 V.S.A., ("'hapter 61 - Wat,c- r• SirppI y and Wa.st.ewat.er 1) i stposa I Per•tit it. Water Supply and Was �ater Disposal Permit WW-4-0683, Pappas / Page 2 rI (6) All conditions set forth in Land Use Permits IPB-4-1040 dated August 29, 1985 and PB-4-1040-1 dated April 21, 1986 shall remain in effect except as modified or amended herein. WATER SUPPLY (7) The project is approved for water supply by connection to the municipal water system. No other means of obtaining potable water shall. be allowed without prior review and approval by the Wastewater Management Division. SEWAGE DISPOSAL (8) The project is approved for connection to the South Burlington Bartlett Bay wastewater treatment facility for a maximum of 8,430 gallons of sewage per day. Dated at Essex Jct., Vermont this 28th day of December, 1993. Jack Long, Commissioner Department of Environmental Conservation By . Ernest. P. Christianson Regional Engineer cc: For the Record City of Sotitl) Ruri rni2;ton Planning Commission City of South Burlington Selectmen Act 250 Coordinator. Water Supply Division Department of Health Department of Labor. and Tnriustry Lawrence Atkin City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 August 27, 1993 David Mellincoff A.P. Restaurant Group, Inc. 1908 Shelburne Road Shelburne, Vermont 05482 ZONING ADMINISTRATOR 658-7958 Re: Zoning Violation, Seating Expansion, 1080 Shelburne Road Dear Mr. Mellincoff: This is to inform you that you are in violation of your site plan approval for the seating expansion to Perry's Fish House approved on 2/23/93. Your violation consists of the following: 1. Noncompliance with the approved parking lot layout. 2. Installation of a pole light without prior approval from the City Planner (condition #4). 3. Alteration of the landscaping plan without approval. 4. Using the additional seating without a Certificate of Occupancy. 5. Altering the plan without approval of the Planning Commission. The above violations must be corrected within two (2) weeks. Failure to cure these violations may result in legal action and fines of up to $50 per day for each day the violation continues. Should you wish to discuss these violations in further detail, please feel free to contact me. Siincely, Rad J. Belair, Zoning and Planning Assistant RJB/mcp cc: Richard Ward City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 t June 1, 1993 David Mellincoff A.P. Restaurant Group, Inc. 1908 Shelburne Road Shelburne, Vermont 05482 Re: Seating Expansion, 1080 Shelburne Road Dear Mr. Mellincoff: ZONING ADMINISTRATOR 658-7958 Enclosed please find a copy of the Findings of Fact and Decision for the 2/23/93 Planning Commission approval. Please note the conditions of approval and the requirement that a zoning/building permit be obtained within six (6) months of the date of approval. If you have any questions, please give me a call. eFiLl ' J Weith, dty Planner 1 Encl JW/mcp HEARTWOOD LANDSCAPING CO. HC 64 Box 635 Essex Junction, Vermont 05452 Quantity r� Common Name Size (4) � /`� ��= - ! ' Azalea 18" - 24" (4)Q11,-_ q Cranberry -high bush 24" - 36" (4) @ Dogwood -red stem 36" Maple -sugar 611 O (7) q-So�6 ' Potentilla 3 Gallon (4) Ld Yew -hicks 30" (3 )G;&CD = big Yew -spreading 30" (8) qDjv ,,::_ Shad Bush '"'_�_j. __ -- 10" - 12" 5' Botanical Name FRAXINUS pennsylvanica VIBURNUM trilobum CORNUS sericea ACER saccharum- POTENTILLA fruiticosa TAXUS media lhicksii' TAXUS media AMELANCHIER canandensis a City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 March 19, 1993 David Mellincoff A.P. Restaurant Group, Inc. 1908 Shelburne Road Shelburne, Vermont 05482 Re: Seating Expansion, 1080 Shelburne Road Dear Mr. Mellincoff: ZONING ADMINISTRATOR 658-7958 Enclosed please find a copy of the February 23, 1993 Planning Commission meeting minutes. Please note the conditions of approval and the requirement that a zoning/building permit be obtained within six (6) months of this approval. If you have any questions, please give me a call. Encls JW/mcp Sincerely, lof Weith,/.,'V City Planner MOTION OF APPROVAL PERRY'S - 38 SEATS I move the South Burlington Planning Commission approve the site plan application of A.P. Restaurant Group, Inc. to increase the sewing of an existing 265 seat restaurant to 303 seats and to raze an existing building on the same lot currently used for retail use as depicted on a plan entitled "Perry's Fish House, South Burlington, Vermont, Proposed Site", prepared by Lawrence Atkin Architect, Inc. and dated 1/11/93, last revised 2/3/93, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The applicant shall post a $ 1,150 landscaping bond prior to issuance of a zoning/building permit. The bond shall remain in effect for a period of three (3) years to assure that the planted landscaping takes root and has a good chance of surviving. 3. An additional sewer allocation of 1,080 g.p.d. is granted for the additional 38 seats. This assumes a credit for the market building which will be razed. The applicant shall pay the required sewer allocation fee prior to issuance of a zoning/building permit. 4. All exterior lighting shall be properly shielded or directed so as not to cast light beyond the property line. Any change in existing lighting or new lighting shall be approved by the City Planner prior to installation. 5. This property is located in Traffic Overlay Zone 2 which allows the property to generate 37 trips ends during the p.m. peak hour. It is estimated that the current uses on the property generate 67 trip ends during the peak hour. It is estimated that the proposed use (i.e., 303 seat restaurant) will generate 70 trip ends during the p.m. peak hour, or 3 additional trip ends over existing conditions. Section 17.50 of the South Burlington zoning regulations allows the Commission to approve uses which generate peak hour traffic volumes above the normal standards if the Commission determines that other site improvements will produce a net benefit for traffic flow in the vicinity. It is the Commission's opinion that the proposed closing of the existing 62 foot curb cut on Baldwin Avenue which is located only 30 feet from the Baldwin Avenue/Shelburne Road intersection will result in a net benefit in terms of traffic access exiting and entering the site. Therefore, the Commission approves the estimated 70 peak hour trip ends. E r �,__FF/topfhission waive,§ two.,"' (2 ),, "req F red parking spatc'es nd there ore approves ".103 total spacps`.for the property. -'Tt i5" the ` pr. posed use.opinion, tha�,,1011,6pace� ti i11-adequately '. The applicant shall contribute prior to issuance of a zoning permit $6,0 to the Shelburne Road Intersection Improvement Fund based on the 3 additional trip ends estimated to be generated by this project. Prior to issuance of a zoning/building permit, the applicant shall submit a revised plan to the City Planner for approval which shows the following changes: -a) -. the notes- shall. -be .revised to ind c"ate-•that,-4G3--parkin"g°-zp ee .- &--be, ng a) J< the notes pertaining to the square footage of the existing market building, including traffic generation calculations, shall be revised to indicate that the building consists of 1,320 square feet. e) All proposed new landscaping shall be-1ocated,entirely 'on the applicant's property - In the event the State of Vermont requires the applicant to move any or all landscaping located within the limits of the Shelburne Road r.o.w., the applicant shall be required to submit a' revised landscape plan to the City Planner for approval. This site plan approval shall not be construed as approval to alter a nonconforming structure. The decision of whether or not to grant approval for alteration to a nonconforming structure shall be made by the Administrative Officer in accordance with Section 19.002 of the zoning regulations. (ox. The applicant shall obtain a zoning/building permit within six (6) months or this approval is null and void. 11. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use of the additional seating. (mo-apl) MOTION OF APPROVAL PERRY'S - 38 SEATS 2t. I move the South Burlington Planning Commission approve the site plan application of A.P. Restaurant Group, Inc. to increase the seating of an existing 265 seat restaurant to 303 seats and to raze an existing building on the same lot currently used for retail use as depicted on a plan entitled "Perry's Fish House, South Burlington, Vermont, Proposed Site", prepared by Lawrence Atkin Architect, Inc. and dated 1/11/93, last revised 2/3/93, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The applicant shall post a $ 1,150 landscaping bond prior to issuance of a zoning/building permit. The bond shall remain in effect for a period of three (3) years to assure that the planted landscaping takes root and has a good chance of surviving. 3. An additional sewer allocation of 1,080 g.p.d. is granted for the additional 38 seats. This assumes a credit for the market building which will be razed. The applicant shall pay the required sewer allocation fee prior to issuance of a zoning/building permit. 4. All exterior lighting shall be properly shielded or directed so as not to cast light beyond the property line. Any change in existing lighting or new lighting shall be approved by the City Planner prior to installation. 5. This property is located in Traffic Overlay Zone 2 which allows the property to generate 37 trips ends during the p.m. peak hour. It is estimated that the current uses on the property generate 67 trip ends during the peak hour. It is estimated that the proposed use (i.e., 303 seat restaurant) will generate 70 trip ends during the p.m. peak hour, or 3 additional trip ends over existing conditions. Section 17.50 of the South Burlington zoning regulations allows the Commission to approve uses which generate peak hour traffic volumes above the normal standards if the Commission determines that other site improvements will produce a net benefit for traffic flow in the vicinity. It is the Commission's opinion that the proposed closing of the existing 62 foot curb cut on Baldwin Avenue which is located only 30 feet from the Baldwin Avenue/Shelburne Road intersection will result in a net benefit in terms of traffic access exiting and entering the site. Therefore, the Commission approves the estimated 70 peak hour trip ends. 6. The Commission waives two (2) required parking spaces and therefore approves 103 total spaces for the property. It is the Commission's opinion that 103 spaces will adequately serve the proposed use. 7. The applicant shall contribute prior to issuance of a zoning permit $60 to the Shelburne Road Intersection Improvement Fund G based on the 3 additional trip ends estimated to be generated by this project. 8. Prior to issuance of a zoning/building permit, the applicant shall submit a revised plan to the City Planner for approval which shows the following changes: a) the notes shall be revised to indicate that 103 parking spaces are being provided, not 105. b) the notes pertaining to the square footage of the existing market building, including traffic generation calculations, shall be revised to indicate that the building consists of 1,320 square feet. c) All proposed new landscaping shall be located entirely on the applicant's property. 9. In the event the State of Vermont requires the applicant to move any or all landscaping located within the limits of the Shelburne Road r.o.w., the applicant shall be required to submit a revised landscape plan to the City Planner for approval. 10. This site plan approval shall not be construed as approval .to alter a nonconforming structure. The decision of whether or not to grant approval for alteration to a nonconforming structure shall be made by the Administrative Officer in accordance with Section 19.002 of the zoning regulations. 11. The applicant shall obtain a zoning/building permit within six (6) months or this approval is null and void. 11. The applicant shall obtain a Certificate of Occupancy from the Administrative Officer prior to use of the additional seating. (mo-apl) M E M O R A N D U M To: South Burlington Planning Commission From: Joe Weith, City Planner Re: February 23, 1993 agenda items Date: February 19, 1993 21 PERRY'S FISH HOUSE - SEATING EXPANSION - SITE PLAN There are two (2) existing buildings on this property: Perry's Restaurant building and the fish market building. This project proposes to raze the fish market building and add 38 seats in the restaurant. The plan indicates that the fish market building is 1800 square feet. Tax records indicate it is 1296 square feet and staff has measured it to be 1320 square feet. The seats in the restaurant would be addcd without increasing the size of the restaurant building. This site was last reviewed by the Planning Commission on 5/26/92 (minutes enclosed) when a farmer's market was approved. The previous approval was on 10/8/85 (minutes enclosed) when an expansion to the restaurant was approved. This property located at 1080 Shelburne Road is within the Commercial 1 District. It is bounded on the north by an auto dealership and Kwik Photo, on the east by the access road to Orchard School, on the south by Baldwin -Avenue and on the west by Shelburne Road. Access/circulation: This property will be served by a 34 foot curb cut on Shelburne Road and a 24 foot curb cut on Baldwin Avenue. A 62 foot curb cut on Baldwin Avenue close to the Baldwin Avenue/Shelburne Road intersection will be closed as part of this application. Circulation is adequate. Coverage/setbacks: Building coverage is 12.8% (maximum allowed is 30%). Overall coverage is 69.2% (maximum allowed is 70%). This is a reduction from the current 72% overall coverage. Front yard coverage will be reduced from 55.3% to 51.7% (maximum allowed is 30%). The restaurant building does not meet the front yard setback requirements and is therefore a noncomplying structure subject to Section 19.002 of the zoning regulations. 4 -4 Memorandum - February 23, February 19, Page 2 Planning 1993 agenda items 1993 Parking: The restaurant with the 38 additional seats requires 105 parking spaces and 103 spaces are being provided including three (3) handicapped spaces. The plan notes indicate that 105 spaces �, are being provided. Notes should be revised to reflect the 103 Xr' .� spaces actually being provided or the plan should be revised to show two (2) additional spaces. This parking plan is an improvement over the existing one which has a portion of six (6) parking spaces located within the Shelburne Road r.o.w. The proposed plan adds a six (6) foot green strip along Shelburne Road and moves all the spaces out of the r.o.w. Traffic: This property is in Traffic Overlay Zone 2 which would allow this property to generate 37.2 vehicle trip ends (vte's) during the P.M. peak hour. The current uses (restaurant and fish market) are estimated to generate 67.3 vte's or 181% more traffic than permitted. The applicant's proposal is to use the grandfathered vte's from the fish market and use them to increase seating thereby not increasing traffic. As previously stated, staff and the applicant disagree as to the size of the existing fish market building and consequently et� the number of seats than can be added. Staff has measured the building to be 1320 square feet and the applicant has measured it to be 1800 square feet. Staff did not include the overhang arearl since it is not part of the retail floor area which generates' trip4 ,,. l ends. Based on staff's measurement only 27 additional seats would c be allowed.' l�� k It is staff Is position that the additional 38 seats P proposed by the applicant would result in an increase of 2.5 vte'G over existing i conditions. Section 17.50 of the zoning regulations allows the Planning Commission to approve peak hour traffic volumes above the normal standards if it determines that some sit-P imnrnvamPnts will produce a net benefit for traffic flow in the vicinity. The closing of the 62 foot curb cut on Baldwin Avenue may meet this requirement. If the Planning Commission does approve the 2.5 additional trip ends, the applicant would be required to contribute $60 to the Shelburne Road Intersection Improvement Fund. Landscaping: There is no minimum landscaping requirement for this project. The applicant is proposing $1150 in new landscaping in the front yard. Some of this landscaping is proposed to be placed E Memorandum - February 23, February 19, Page 3 Planning 1993 agenda items 1993 within the Shelburne Road r.o.w. Staff recommends that all new l!�d landscaping be planted outside of the r.o.w. Plantings will ( cU include Azalea, Viburnum, Dogwood, Potentialla, Yew and Shad Bush. 1 ' OgO , Sewer: A sewer allocation of gpd is needed for 27 additional 6 seats and JAaff gpd for 38 additional seats. The applicant should pay the per gallon fee prior to permit. Lighting: No additional exterior lighting proposed. Current lighting consists of the following: r^ 0 1-400 watt metal halide lamp on a 30 foot pole. 0 2-400 watt metal halide lamps on a 30 foot pole. 0 5-100 watt bulbs on eight (8) foot poles along decks. 0 20 +/ - landscape lamps highlighting landscaping (low wattage). 0 many small wattage incandescent wall and ceiling lamps` located on the building. r All lighting should be appropriately shielded or directed so as not to cast light beyond the property� line. ne . 10 3) HAROLD BROWN/PAUL CHOINIERE - MOTOR VEHICLE & BOAT DISPLAY This project consists of the use 6f--4'9 040 square feet of Harold Brown's property for use by Paul Choiniere (PJ's Auto Sales) for motor vehicle and boat display/storage. This display/storage area is divided into two (2) areas, a 7550 square foot display area on the west side of Brown's property (parcel B) and a 41,440 square foot storage area at the rear of the Choiniere property (parcel A) . This property located at 3017 Williston Road lies within the IC District. It is bounded on the west by PJ's Auto Village and undeveloped land owned by Willis, on the east by Shunpike Road and four (4) residences along the street, on the south by undeveloped land owned by Willis, and on the north by Williston Road. The Zoning Board of Adjustment on 1/25/93 granted the applicants a conditional use permit for multiple use subject to the condition that nothing be stored or displayed that exceeds six (6) feet in height without approval from the Zoning Board of Adjustment. Memorandum - Planning 3 Y-�� 7,p 1175- S 37 93 = 141 74t�7, f,�54 6Y ;1 �adf.RGO�� 0 30.;7/ �4t 8io5w C 41rO IT F-0 4 .. 1E:,C( son 44 hAt xer (4 aMHO, Y. it ri/esk?) = Go .3z,, -)u� - q(,o 7 co1 ioA City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 65817955 February 19, 1993 David Mellincoff A.P. Restaurant Group, Inc. 1908 Shelburne Road Shelburne, Vermont n9482 Re: Seating Expansion, 1080 Shelburne Road Dear Mr. Mellincoff: ZONING ADMINISTRATOR 658-7958 Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and Fire Chief Jim Goddette were sent to you at an earlier date. Please be sure someone is present on Tuesday, February 23, 1993 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Sincerely, jon eith,R°6 City Planner Encls JW/mcp No Text PLANNING COMMISSION 8 OCTOBER 1985 PAGE 4 No Parking zones on either side of Brookwood Drive along the property at 329 Dorset Street. Mr. Burgess seconded, and the motion passed 6G0 with<Mr. Jacob abstaining. Mr. Dooley then moved that the Planning Commission recommend to the City Council that they study parking problems on East Terrace in light of its present width. Mr. Belter seconded, and the motion passed unanimously. L1 Continue Public Hearing for Revised Final Plat of LTH, Inc., for revision of Cluster C & D_ of Harbor Heights to single Tamil lots, Harbor View Rd. Mr. Krebs asked that only Cluster D be considered as revisions are being made to Cluster C. The water study indicates that this plan is an improvement over the previous condo plan and will result in .8 cu. ft. per sec. of runoff over the undeveloped state. Wagner, Heindel & Noyes recommends a 7-10,000 holding basin; however, Mr. Krebs said there is no good place to put such a basin. He said they felt they were being punished for making things better. The Chairman polled the members, and a majority felt they wanted to continue the hearing to further consider this issue. Mrs. Hurd moved that the hearing be continued. Mr. Jacob seconded, and the motion passed unanimously. �. Consider revised Site Plan application of Tony Perry for Perry's Fish House (formerly Pappas' Restaurant) -at 1080 Shelburne Road. Mr. Perry said he has negotiated previously for a foot print and parking plan but as they began to develop the property they wanted to make changes for aesthetic reasons. They have now taken out one curb cut so that they will have only one ShAurne(& curb cut which will be wider. Parking will be sufficient to accommodate the additions being made. They have moved the curb cut to line up with the one across the street. They propose to have plantings on berms in front and also an aesthetic pond. The Zoning Board has granted a variance for a deck. Total seating will be 265. Mrs. Lafleur noted that this plan considers Clausons as part of the whole lot. Mrs. Hurd noted that the Fire Chief wants the parking lot extended to get fire vehicles in. Mr. Perry said he would be willing to keep an access plowed in the rear of the buildings. He has a sprinkler system and the building is masonry with a steel roof. Mr. Dooley moved that the Planning Commission approve the PLANNING COMMISSION 8 OCTOBER 1985 PAGE 5 revised site plan application of Tony Perry for the expansion to the former Pappas Restaurant for a total of 8701 sq. ft. and revised parking and circulation plan at 1080 Shelburne Rd. as depicted on a plan entitled "Perrys Fish House, South Burlington, Vermont" prepared 12y Atkin and Welind Architects dated 9/3/85 and revised 10/4 85 with the following stipulations: 1. A $5500 landscaping bond shall be posted prior to permit. 2. A 4500 gpd sewer allocation is granted in accordance with the South Burlington sewer policy. 3. The building permit shall be obtained within 6 months. Mr. Jacob seconded and the motion passed unanimously. Consider Site Plan application of Valley Aviation for construction of a 10,250 sq. ft hangar at the south end of the Airport. Mr. Kellogg noted that Valley now has an office in the Customs Building. He added that at some point, the Airport will provide a better access. Mrs. Lafleur noted that she received a copy of an Act 250 application for opening an access on Williston Rd. between Calkins and the pet place. The right of way is only 30 feet, and she and M_r. Szymanski are concerned because it doesn't line up directly with Shunpike Rd. and isn't built to city standards. It was noted that there is no requirement the streets and curb cuts have to come before the Planning Commission. She suggested that before the application goes to the State the Planning Commission look at it. Mr. Houghton said that he has a letter from a year ago from Mr. Szymanski approving this road. The curb cut already existed at the location. He stressed that this will not become a second access to the Airport. He said they would like to spur off this road from Brockway to the proposed Valley building. He added that with the growth activity at the Airport they are reluctant to use Palmers Rd. as had been suggested. Mr. Kellogg said the proposed building would be metal. There would be a small 18-car lot to the south. The area behind the building is a steep slope and is also swampy. Landscaping will be mostly mature planting, mostiyevergreen. Utilities will go underground, and there will be an on -site eqptic system. No trees will be removed. There will be floor drains in areas where planes are cleaned. ,Mr. Dooley moved that the Planning Commission approve the PLANNING COMMISSION 26 May 1992 page 4 access lanes designed to handle Greyhound buses, emergency ve- hicles and snow plows. It will be necessary to monitor the in- tersection for traffic signal warrants. There will be approximately 400 total parking spaces. 142 are planned for phase Ia, about 120 for Phase Ib. He felt this would be adequate. Mr. Scott suggested expanding the sidewalk to an 8' recreation path. Mr. Austin asked about parking for bicycles. Mr. White said they hadn't considered that but thought it would be a good idea. Members stressed that this approval did not include approval for any buildings or stadiums. Mr. Austin moved the Planning Commission approve the site plan application of the City of South Burlington for construction of all recreation facilities excluding buildings for Dorset St Park as depicted on a sixteen (16) page set of plans, page one entitled "Phase I: Community Park Facilities for the Dorset St. Park, South Burlington, Vermont," prepared by Ertel Associates and dated May 8, 1992, with the following stipulations: 1. Site plan approval shall be obtained prior to construction for proposed buildings including stadium, gymnasium, community center ice rink, and pool, and for any, revision to this approved appli- cation. Mrs. Maher seconded. The motion passed unanimously. Following a brief recess, Mrs. Maher moved the South Burlington Planning Commission go on record to thank Ann Pu h for her five years of loyal and dedicated service to its collective cause. The Commission wants Ms. Pugh to know that they will miss her gentleness, her wry sense of humor, her sometimes quirkiness, her humanity, her generosity and concern for members and for all the people in the community and her patience with each member in many difficult dealings over the years. The Commission wishes Ann much success in all her future endeavors and wants her to know that she will be missed and very fondly remembered. Mr. Sheahan seconded the motion which then passed 6-0 (Ms. Pugh abstaining)_ with an added approval from the City Planner. 3. Site Plan application of Intervale Foundation for operation of a farmer's market (retail) in the parking lot of a parcel containing a restaurant and retail building (Perry's), 1908 Shelburne Rd: Tv r PLANNING COMMISSION 26 May 1992 page 5 Andy Lee said the Farmer's Market would be open during the hours that Perry's Fish House is not open. Hours of business would be Wednesday, Friday and Saturday from 11 am to 3 pm, June 15th to October 15th. There will be limit of six vendor trucks. G Mr. Austin moved the Planning Commission approve the site plan _application of Intervale Foundation for operation of a farmer's market (retail) in the pa,r1,k,1i,1,n,q lot of a Parcel containing a res- taurant and retail buildin (Perr 's) at 1908 Shelburne Road, as depicted on a plan entitled "Perry' s Fish House, South Burlin toi Vermont," prepared by Lawrence Atkin Architect, Inc, dated 91 and stamped received on 5/2/92, with the following stipulations. 1. As expressly represented by the applicant the hours of oper- ation of the farmer's market shall be limited to 11:00 am to 3:00 pm on Wednesday, Friday and Saturdays from June 15 to October 15 Mr. Craig seconded. Motion passed unanimously. 6. Site Plan application of Gary Bourne for use of 1500 sq. ft. of a 5500 sq. ft. building for automobile repair, 31 Swift Street: Mr. Bourne said this is the former Vermont Gas building. There is a beauty salon in the front half of the building. The cur- tain manufacturing business will be moving out. 1 An overhead door will be put in back. The would like to connect to the service station in front so they won't have to go onto Swift St. with cars. Customer cars would be left off and picked up at the service station. Mr. Sheahan asked if there is adequate parking. Mr. Bourne noted a lot of the parking is restaurant overflow. He said if they rent the rest of the building they would have to deal with a parking problem. Mr. Austin raised the question of circulation on the other site if the connection is approved. Mr. Bourne said traffic flow is basically one way back to this building. Only the mechanics will be driving cars from lot to lot. Mr. Sheahan asked if the dumpster is screened. Mr. Bourne said it is screened by pines and a white fence. Mr. Austin moved the Commission approve the site plan application of Gary Bourne for use of 1,500 sq ft of a 5,500 sq ft building for automobile repair at 31 Swift Street, as depicted on a plan entitled "Site Plan, Former Vermont Gas Gar e Buildin , 31 Swift Street, South Burlin ton, Vermont," re ared by Bourne Consulting Engineering and dated 5/20/92 with the foli lown stipulations. CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #)_. Building owner and land lessee, A.P. Restaurant Group, Inc. 985 8074 �) APPLICANT (name, address,, phone # A. P. Restaurant Group, Inc Shelburne, Vermont 9.85 8074 .,�. 3) CONTACT PERSON (name, address, phone # ) David.. Mel l i.ncoff Same 4) PROJECT STREET ADDRESS: 1080 Shelburne. Road, 5o, Rurlington 5) LOT NUMBER (if applicable) N/A 6) PROPOSED USE(s) Restaurant (dXisti:ng 7) SIZE OF PROJECT (i.e. total building square footage, # units, matimum height and # floors,, square feet per floor) One Floor building of 9.573 SF .. No change to Fish. House building; remove Perry's Market building 8) NUMBER OF EMPLOYEES Average of 58 . 9) LOT COVERAGE: .b1uilding _12.8 y; landscaped areas 30.8 '•� building, parking, outside storage'69.2 % 10) COST ESTIMATES: Buildings $ N/A Other Site Improvements (please list withcostds$aping N N/A 11) ESTIMATED PROJECT COMPLETION DATE: : N/A 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out)_ SEE PLAN Estimated trip ends (in and out) during the following hours: Monday through Friday SEE PLAN 11-12 noon 12-1p.m.. 1-2 3-4 - p.m. ; 2-3 p.m. p.m. 4-5 p.m. 5-6 p.m. ; 6-7 p.m. 13) *PEAK HOURS OF OPERATION: After 6 PM 14) PEAK DAYS OF OPERATION: �0 - DATE.OF SUBMISSION DATE OF HEARING Weekends and Holidays- STGNATURE PLICANT February 8, 1993 Raymond J. Belair Planning Office City of South Burlington 575 Dorset Street So. Burlington, Vt. 05403 Re: Seating Expansion, 1080 Shelburne Road Dear Mr. Belair: I am writing in response to your letter of January 26, 1993 to David Mellincoff of the Perry Restaurant Group, and particularly your list of comments. I will try and answer your comments with the following: 1. The Planting list with botanical name, size, and number is attached. 2. I have measured the existing Market building and find the area to be, 1330 SF excluding the overhang. If the overhang is included the area is about 1990 SF. We submitted a drawing to your office for the initial renovations to the Fish House building; that drawing ( dated and revised 10/4/85) and approved by the planning board, listed the Market building as 1800 SF. This area was derived from adding the north and west facing space under the overhangs since it was used extensively for outdoor retailing. The 1800 SF area used in our latest submission uses the 1800 SF area for the same reason. 3. Answered above 4. We will be adding the additional 2 handicapped spaces. 5. The existing landscaping is also off the property. We realize that if needed this landscape material will be removed. We have an agreement with the state to that effect. 6. The front yard calculation did not include the deck because it was approved through a variance allowing for that coverage. However I will add the existing deck to the front yard coverage. Sinc ely, Lawrence Atkin LAWRENCE ATKIN ARCHITECT, INC. 63 Central Avenue, South Burlington, Vermont 05403 802-862-6323 HEARTWOOD LANDSCAPING CO. HC 64 Box 635 Essex Junction, Vermont 05452 Quantity Common Name (4) Azalea (4) Cranberry -high bush (4) Dogwood -red stem (1) Maple -sugar (7) Potentilla (4) Yew -hicks (3) Yew -spreading (8) Shad Bush Size Botanical Name 18" - 24" FRAXINUS pennsylvanica 24" - 36" VIBURNUM trilobum 36" CORNUS sericea 6" ACER saccharum 3 Gallon POTENTILLA fruiticosa 30" TAXUS media lhicksii' 30" TAXUS media 10" - 12" AMELANCHIER canandensis City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 26, 1993 David Mellincoff A.P. Restaurant Group, Inc. 1908 Shelburne Road Shelburne, Vermont 05482 Re: Seating Expansion, 1080 Shelburne Road Dear Mr. Mellincoff: ZONING ADMINISTRATOR 658-7958 Enclosed please find some preliminary comments on the above referenced project from City Engineer Bill Szymanski, Fire Chief Jim Goddette and myself. Please respond to these comments with additional information and/or revised plans no later than Friday, February 12, 1993. If you have any questions, please give me a call. Sincerely, Raym nd J. Belair, Zoning and Planning Assistant Encls RJB/mcp RECr - . - ... • _ ♦' Ruby rm .PPS. 4' Giro a« -�«.e{. (x) 2' sugar -pl. (2) 1M14 ph. a i ./3 JAN 13 1593 _r City of�. Gurlington I�•'�1 � j I i ( I � p (•) Nuts PAR" -s,,i► it ` (10) 2' S.pr melee - - . .-.- OMAOE o LLJ • 1 a J fit• �k 3 % > I s a Rob. and Po.t I.. I'Mys Film I^ (3) ".a. - RW dam doq.00d -"-� U..- RPc (I,plw)-�. �_� 2r •Ilw InaPl.� D.04 41 Shod bud,--� r1" ) Pee•W 1 . (P) Spr•odh9 ,.•t4«. - ( (. ` -Cd- YMION •. .- . ({) Potonteee Rod l,rn (2) Scotan prise (3) Yrio. coq.00ds Row dop.00d -..- 'S(R•'7VD' tll .. . (4) SW-drg pulp«------- Q- N -Q W ({) sr..ahp 3.•W (10) Pot -thee (a) sweddhp )-W - (2) Yri.r do9.00d - (a) YeNo. •tan do9.00de - (10) W-dlnp oodr -- (2) Rod .tan dog--- --- CITY OF SOUTH BURLINGTON /c (2) Shod buehee N 28 2e'30' E '� (,.der h.dp. ",-- 2' Subs -"I. .-Shod W.h . ar pats tarp �' ReMaod lW (4) a S.,er melee - I ({) Pet.ntNee I I ( (3) P.O. e..« W.he. ! I (4) No.Nom �J� ,.� (3) 2' sego "1°0" o o 0 r Sup. mepla I 3r "Is beep I I 1 9'-_0' A Y«rel rye 2r-0• * t{'-C R.noY. Wdh9 0 -Ftli telwh- Pd. e' lamp p.t X �- i' *2qck � (3) nn d.9.00de Flow w (2) Yrlo. d." e.e•ood. 2 Rw elan 01.9-ft • lamp Part �\� 1 Yellow dam dopreeA - er r W" Ps•tl �- (3) Sr-dln9 2 sr.sdete 4«, 't (3) Y.Y- .tarn dog bode (2) Rod .tam d.g.00d. Neu Y- (2) RW .tan doe.00d (4) W.." _ e•eneR I' �- (3) � sedt �• � (3) Yen r lamp Pam hlyt suet 0-dWIV Nldte y- Street OF past Fee hpdreet ROUTE #7 KEY: -- Exh"I l•+•eeie MWWW hd«n.d by nr tent •It/. 14opo.ed I.rtdeupe "WISl IrdlulwO ba L4. leort •tyl. g+ wood poet -- Property line FIr. hydrant . Light p... a Property oh r m~ Room (3) HtBh btrh -orb" I (3) 4' eMb brm« (3) Y... (2) Nlpn burn ranbwry. (1) 4' Nit.bh (2) YIO bu.h rdrbn). Roar. "'Ib") Nlph bur, ranb..y (2) 4' S.9r -ibb (2) Y... W Nhlb phs boat Z 3 (3) shod bu.bw 2- 5"o, loop. (n (3) e' Nit. brch Fier. b.d (2) 2' aa•« m.ebee (4) Shad bYeYtr H al....00... and west. ddee.e (3) *Ad •.eh" ( Flsaar Ow (a) Tebs (4) Aar lea. .two do9wOod - - Pbu,er use � > ` t elan part (4) Pot-IIIII.. Red .tan dogwood duct dw+ SITE DATA: Total area of lot: 74,485 sf. (40,000 sf. min.) Lot frontage: 298 ft. I (200 ft. min) Lot coverage - Building: 9,573 sf. 12.8% (30% max.) Building & Parking: 51,614.3 sf. � 69.2% (70 . max.) ;I Building & j Parking, Existing: 72%' I Front yard area: 14,900 sf. Front yard drives 6,245 sf. and parking: 421. (30% max.) Parking & Seating Data: Existing Seating: 265 Existing Parking: 95 !Proposed Seating: 303 1 Proposed Parking: 105 Calculations:* • Traffic Overlay Existing Grandfathered Trip Ends: Restaurant 265x.23 = 60.95 Market 1800/1000 x 4.8 = 8.64 Total - 69.59 or 70 Traffic Overlay Proposed Grandfathered Trip Ends From Market = 8.64 Seating Aquired from Market i 8.64/.23 = 37.56 or 38 Total Seats 265 + 38 :I - 303 Seating/Parking Proposed Required Parking: 303 seats / 3 = 101.00 plus 774sf. / 200sf. = 3.87 Total = 104.87 or 105 Site Lighting: Lighting consists of: 1. One (1) ;0' pole with one (1) 40OW metal halide Cooper lamp on the rear property line. • 2. One (1) 30' pole with two (2) 40OW metal halide Cooper lamps with shields in middle of parking lot. 3. Five (5) 8' poles with incandescent 10OW bulbs along decks. i 4. Twenty (20) +/- landscape lamps highlighting landscaping (low wattage). 5. Many small wattage incandescent building wall and ceiling lamps (located on building structure). I i Note: l Site survey & site information from drawing dated 2/5/85 by Pinkham Engineering, sheets 1, 2 & 3. 1 • Revisions .1911E4 Cder .• 1 • 4`9f .3 «c„tw .^`.v.unwwincY. C. File Name: S''TB-83 .ouYN�suw arw. .ce.,o.+r o..od PERRYFS FISH Project No: 834 HOUSE Date:1-11-93 SOUTH BURLINGTON, vERMONT Scale: i" = 20'-0" By Dwg. No: PROPOSED SITE KPF Chka: Al A * M E M O R A N D U M To: Project Files From: Raymond J. Belai , Zoning and Planning Assistant Re: Preliminary Comments - February 23, 1993 agenda items Date: January 26, 1993 PERRY'S FISH HOUSE - SEATING EXPANSION - SITE PLAN --- plan should include a planting schedule which indicates the type of proposed planting (botanical and common name) with size and quantity. --- City records indicate that the Fish Market building to be removed is only 1296 square feet not 1800 square feet as indicated on the plan. If the building is 1800 square feet, when was it expanded? City has no record of a permit for an expansion beyond the 1296 square foot listed in the tax records. --- if the 1296 square foot number is used, this building currently generates only 6.2 vehicle trip ends which would allow only 27 additional seats. --- the new ADA Accessibility Guidelines require that a parking area with 105 spaces have at least five (5) handicapped spaces. Two (2) handicapped spaces should be provided. --- all new landscaping must be planted on the applicant's property and not within the street r.o.w. --- provide current front yard coverage (should include deck area). HAROLD BROWN/PAUL CHOINIERE - MOTOR VEHICLE AND BOAT DISPLAY --- will there be any new lighting as part of this proposal, if so then details should be submitted. SUN TIFT - HAIR SALON - SITE PLAN --- provide details of any existing or proposed exterior lighting. --- if a dumpster will be used, it should be shown on the plan and it should be screened. To: South Burlington Planning Commission From: William J. Szymanski, City Engineer Re: Preliminary Comments February 23, 1993 agenda items Date: January 21, 1993 HAIR SENSATIONS, PATCHEN ROAD If the existing gravel parking lot is to be paved a drainage inlet must be added and tied to the Patchen Road system. SILVER PALACE, WILLISTON ROAD Site plan dated 12/9/92 prepared by Mike Dugan is acceptable. BROWN PROPERTY, 3017 WILLISTON ROAD Site plan dated 12/31/92 prepared by Mike Dugan is acceptable. PERRY'S FISH HOUSE, SHELBURNE ROAD 1. A lot of the new plantings are proposed within Shelburne Road r.o.w. This could be lost if the street is widened. 2. Plan dated 1/11/93 is acceptable. wtb +vj urlingtnn Nirr � cpttrtment f 575 Burnet street 3uuth +Gurlingtun. 1lermunt 115403 FAX: (802) 658-4748 (802) 658-7960 TO: SO. BURLINGTON PLANNING COMMISSION FROM: CHIEF GODDETTE RE: TUESDAY FEBRUARY 23,1993 AGENDA ITEMS DATE: MONDAY JANUARY 18,1993 1. HAIR SENSATION 10 PATCHEN ROAD DATED: 116193 PLAN HAS BEEN REVIEWED BY THIS DEPARTMENT AND AT THIS . TIME I DO NOT FEEL THE CHANGE IN THE USE OF THE BUILDING WILL EFFECT GIVEN EMERGENCY PROTECTION IF NEEDED. 2. SILVER PALACE 1216 WILLISTON ROAD 3. ADDITION PLAN HAS BEEN REVIEWED AND THE ONLY PROBLEM I SEE IS BECAUSE OF THE NUMBER OF BUILDINGS ON THE PROPERTY AT LEAST ONE HYDRANT SHOULD BE INSTALLED. ONE WAS REQUESTED WHEN THE SHOWCASE WAS ENLARGED WHICH AT THIS DATE WAS NOT INSTALLED. PERRY FISH HOUSE SHELBURNE ROAD PROJECT #834 AT THIS TIME I DO NOT SEE A PROBLEM WITH REMOVING THE FISH MARKET, BUT THE SHOULD BE MADE TO HAVE THERE PLAN REVIEWED BY THE STATE OF VERMONT DEPARTMENT OF LABOR 8 INDUSTRY TO MAKE SURE THE BUILDING CAN TAKE ADDITIONAL SEATING. 4. BROWN PROPERTY 3017 WILLISTON ROAD PLAN HAS BEEN REVIEWED BY THIS DEPARTMENT AND AT THIS TIME I DO NOT FEEL THE CHANGES BEING REQUESTED WILL EFFECT GIVEN EMERGENCY PROTECTION. p #.( Tpoc Ex �o 1ST cl -- 01 IWOA TAX MAP #: 76-2-3 GRAND LIST #: 1540-01080-C FILE #: 81-33,84-89,85-74 LOCATION: 1080 SHELBURNE ROAD DATE APPLICATION PURPOSE 8-21-78 CUP -CC ADDITION 1-22-79 V if 7-21-81 V-WITHDRAWN GAS STATION 10-27-81 SP-DENIED if" 9-14-82 SP FLORIST SHOP 1-8-85 SK 3 LOT SUBDIVISION 1-14-85 V SMALL LOTS 3-26-85 SP & FP EXP. & 3 LOT SUBD. 10-7-85 V DECK 10-8-85 SP EXPANSION 5-7-91 SP-WD PARKING LOT EXP. 5-26-92 SP FARMER'S MARKET FILE NAME: PAPPAS, NICHLOS & SARA NICHOLAS & SARS PAPPAS PAPPAS, NICHOLAS PAPPAS, NICHOLAS & SARA PAPPAS, NICHOLAS & SARAH of 11 If If PAPPAS, NICHLOS PAPPAS, NICHOLAS & SARAH PERRY'S RESTAURANT GROUP PAPPAS, NICHOLAS & SARAH PERRY RESTAURANT GROUP ANTHONY PERRY PRESIDENT THE SIRLOIN_ FINE DINING EST 11ss- SHELBURNE.RUTLANO 8 MANCHE_S-TEr'R,+}V,,T,,��..,, `J BURLINGTON, VT • DAKOTA•. PITTSFIELD, MA pISH"HOU$� July 20, 1992 S. BURUNGTON, VT Hand Delivered Dick Ward Town of South Burlington 575 Dorset Street So. Burlington, VT 05403 Dear Dick: Attached is a site plan showing where we plan to install the new parking lot lights at Perry's Fish House. I've attached a cut sheet on the light fixture. The poles will be 251, the bulbs metal halide, 400 watt with 30 degree tilt. We will be notifying Green Mountain Power Company to remove the two 400 watt fixtures we currently lease. We plan to replace our leased lighting with the new fixtures in early August. My understanding is that we do not need a zoning permit in order to proceed. Would you call me directly at 985-8074 to let me know if the specs are o.k. so I can place our order for the fixtures. /pcp enclosure Sincerely, Thy1T�lersons Assistant to Tony Perry PERRY RESTAURANT GROUP 1908 SHELBURNE ROAD, SHELBURNE, VERMONT 05482 • (802) 985-8074 'A m, Concou se III is the most versatile, functionally designed, universally adaptable outdoor lighting available. Through a variety of mounting styles, it offers a family of low profile sharp cutoff luminaires that make optimum use of today's high output HID sources. Uniform in appearance and compact in size, this single piece soft -cornered cast aluminum housing offers the designer a unique opportunity in lighting flexibility for all outdoor applications. Enhancing natural landscapes as well as cityscapes, Concourse III brings outstanding performance and style to walkways, parking lots, roadways, loading docks, building areas, and any security lighting application. Design Features Designed for single or multiple units on square or round poles, side or top mounting with low to high level lighting, perimeter or median patterns of light, undirectional or multidirectional rotation of optical distribution, mast arm or architecturally 1 19 3/4" 6 1/4" (Souare Pole) 6 3/8" (Round Pole) T 5 5/8" 1 or styled mounting brackets, metal halide or high pressure sodium lamp types, Concourse III is the most completely coordinated lighting concept in the industry. Two spring -steel quick release latches on housing for easy opening, closing or complete removal of door without the use of tools. Porcelain screw shell type lamp socket with spring - loaded center contact. (Metal halide supplied with position -oriented mogul base.) One-piece, die-cast aluminum housing features aesthetically pleasing soft -corner design. Architectural dark bronze polyester powder coat finish. Closed cell gas -filled high temperature silicone gasketing. Completely seals optical system from dirt, bugs, or other foreign material. One-piece hydroformed finished aluminum reflectors provide five different optical distributions and sharp cutoff control. Universal mounting clamp concealed in housing fits 1 1/2" to 2 3/8" O.D. horizontal tenons without requiring adapters or rearrangement of component parts. Provides a +5' vertical leveling adjustment Easily removable high power factor multi -tap HID ballast. (standard) Integral hinges prevent door rocking and optimizes sealing capabilities. Lens is thermal shock and impact -resistant clear tempered glass. Cataoy Number Logic Catalog Lamp Lamp Ballast Net Wt. Volume Number Type Wattage Type Optics (Lbs.) Cu. Ft.) Standard Unit (Mast Arm Mount) CS7212 HPS 70 React. 20/30t 39 2.15 CS7222 HPS 100 React. 20/30t CS7232 HPS 150' React. 20/30t CS7252 HPS 250 CWA 20/30t CS7262 HPS 400 CWA 20/30t CS7142 MH 175 CWA 20/30t 39 CS7152 MH 250 CWA 20/30t CS7162 MH 400" CWA 20/30t CS7213 HPS 70 React. 22 39 CS7223 HPS 100 React. 22 CS7233 HPS 150' React. 22 CS7253 HPS 250 CWA 22 CS7263 HPS 400 CWA 22 CS7143 MH 175 CWA 22 39 CS7153 MH 250 CWA 22 CS7163 MH 400" CWA 22 CS7214 HPS 70 React. 40 39 CS7224 HPS 100 React. 40 CS 7 234 HPS 150` React. 40 CS7254 HPS 250 CWA 40 CS7264 HPS 400 CWA 40 CS7144 MH 175 CWA 40 39 CS7154 MH 250 CWA 40 CS7164 MH 400" CWA 40� . CS7215 HPS 70 React. 50 39 CS7225 HPS 100 React. 50 CS7235 HPS 150' React. 50 CS7255 HPS 250 CWA 50 CS7265 HPS 400 CWA 50 CS7145 MH 175 CWA 50 39 ' CS7155 MH 250 CWA 50 CS7165 MH 400" CWA 50 Internal Pipe Clamp: Mounting will accommodate 1 1/2'-2 3/8" O.D. horizontal tenons. Bracket arms not included with standard unit. One bracket arm must be ordered for each standard unit. See Accessories section. Spider Mount C07212 HPS 70 React. 20/30t 39 5a0 C07222 HPS 100 React. 20/30t C07232 HPS 150' React. 20/30t 007252 HPS 250 CWA 20/30t C07262 HPS 400 CWA 20/30t C07142 MH 175 CWA 20/30t 39 C07152 MH 250 CWA 20/30t C07162 MH 400" CWA 20/30t C37213 HPS 70 React. 22 39 CQ7223 HPS 100 React. 22 C07233 HPS 150' React. 22 C07253 HPS 250 CWA 22 C07263 HPS 400 CWA 22 ' C07143 MH 175 CWA 22 39 C07153 MH 250 CWA 22 C07163 MH 400" CWA 22 C07214 HPS 70 React. 40 39 C07224 HPS 100 React. 40 C07234 HPS 150' React. 40 C07254 HPS 250 CWA 40 C07264 HPS 400 CWA 40 C07144 MH 175 CWA 40 39 C07154 MH 250 CWA 40 C07164 MH 400" CWA 40 C07215 HPS 70 React. 50 39 C07225 HPS 100 React. 50 C07235 HPS 150' React. 50 C07255 HPS 250 CWA 50 ' C07265 HPS 400 CWA 50 " C07145 MH 175 CWA 50 39 C07155 MH 250 CWA 50 C07165 MH 400" CWA 50 Lamps not included. '150 Watt HPS lamps use lamp arc rating of 55 volts. "400 Watt Metal Halide use E28 lamp only. To order E28 lamp add suffix LA70XO79 to catalog number. tDesign 20/30 is preset at the factory for Type II distribution. Socket assembly is field -adjustable for Type III (Design 30) distribution. 4 C C Mounting Systems (order separately) Note: FA42, FA43, FA44 fit pole tenon size 3" and 02" O.D. All fixture mounting tenons are 23/6" O.D. except 3" O.D. on Parapet bracket. Brackets ki N� �A 1 ,� J��' 914"�► _►-- 30'— 18516"1 151'4"I FA42 FA43 FA44 FAGO FA61 FA62 Pole Top Pole Top Pole Top Wall Cross Arm Wood Pole Two Fixture Three Fixture Four Fixture Mounting Mounting Mounting 416„ ti • 5 FA63 Parapet Mounung Fitters 0 �.o FA662 FA645 FA662 FA66 FA672 FA684 Tenon Mount Flat Surface Tenon Mount Wall Mount Tenon Mount Tenon Mount Single Fixture Adapter Single Fixture Two Fixtures Three Fixtures , rN - wmri�)N FA693 FA7O1 FA711 FA72 FA73, FA74, FA75, and 2" pipe size tenons Mast Arm Tenon Mount Tenon Mount Universal FA76—horizontal tenon respectively. For use with Mount Four Fixtures Four Fixtures Mounting Bracket adapters fit 1," iVn" 1V2" FA55 fitter only. (Series 1000 & 2000) (Series 3000) IFit 3" O.D. or 41/2" O.D. 4Fit 3" O.D. tenons only (for pole tenons. 412" O.D. contact factory). 1 2Fit 2" pipe (23B" O.D.) To order fitters with or 3" O.D. tenons. photocontrol add suffix P. 3Fit horizontal 2" pipe 5011 not accommodate 1 CA-17 Shield Accessory Kit Design 24 Concourse II/ 'fA i s S i m s )x , c am s/�l RETAIN REFLEGITIR LOCATION HOUSING WITH RACK SIDE OF DOOR WITH DOOR REMOVED SHIELD INSTALLED CAUTIOW To avoid pOSSiblo 0190tricni shook, be sure that I reflector Ori4ntation is used than position the shield _ power supply Ir turned off before installing or ser- on the door such that it will have the same orivn- vlcing this luminalre. tatlon relative to the refftlor. $iep 1. Open the hoMIng door by disengaging the latches. Step 4. Replace the door on the hinges and oboe the ddoc Remove the housing door by lifting 11 off the hook Make certain that the two (2) lWhes are properly shaped hinges. engaged. Step Z. Loosen or remove lour (4) retaining clips from the back side pf the door as shown in ftg. 2_ Pry them up with a small screwdriver (do rrotpry agaOsf tiro glanj Discard olcf retaining ollps. new clips are lur- nlshed with this kit. Step a Assemble the shield over the glass and replace the retaining clips, Be sure that the two (2) side clips art Ahead of the locating tabs to prevent the Shield from sliding out of place. NOTe: A typical reflector orientation is shown in fig. 1, however, others are somotimes used, If a different COOPER LIGHTING �b104B � �r s frtcGraw-adl►on COOP -Z 1.,IEGHT]ENG T9 Nt::c>tzx- PO Box 824 Vicksburg, MS 39180 06/03/92 Photometric file: CS7164.XES Lumens per lamp: 50000 LLF: 0.750 Mounting Heighte 25.0 Tilt Angle= 30.0 degrees Length of Mounting Arm= 1.0 SCALE 0& 111 - 20.00 feet - 0 IF' % it ef oil S. .1 e.0 7F 2 11 Legend: A= 10.0 B= 5.00 C= 2.00 D= 1.00 E=0.500 F=0.200 G=0.100 H=.0500 Jz.0200 K=.0100 WALL/GHTER 175 LUMINA/RE Building perimeters, entrances, walkways, residential yards, loading docks and many other area lighting applications ❑ UL1572 Listed SUITABLE FOR WET LOCATIONS ❑ Two-piece die-cast aluminum housing electrocoat dark bronze paint finish ❑ Vandal resistant polycarbonate resin refractor ❑ Standard and tamper resistant hardware included ❑ Weather resistant ❑ Through feed conduit entrance on side ❑ Front access to ballast and lamp when mounted ❑ PE knockout for field -installed button photoelectric control ❑ Approximate Net Weight (Lbs): 15-25 7.750" LAMP PROVIDED WITH MEDIUM BASE ONLY Catalog Numbers Wattage Light Source Voltage Ballast/ Type IES Dist. Type Mogul Base Socket WITHOUT Lamp W1LR10S 100 HPS I MV* HPF Lag SN4 j WILR15S 150 (55V) HPS MV* HPF Lag SN4 WILR17M 175 MH MV* Autoreg SN4 Medium Base Socket WITH Clear Lamp j W 1 SR 1 OS 100 HPS 120 NPF Reactor SN3 i WISR15S 150 (55V) HPS 120 NPF Reactor SN3 W 1 SR77M 70/75 MH MV* HPF Lag SN2 WISRIOM 100 MH MV* HPF Lag SN2 WlSR17M 175 MH MV* Autoreg SN2 Note: *Multivolt is 120/208/240/277 volts r 19 Data subject to change without notice The catalog numbers. options. and (JL modifications shown on this page are UL listed unless otherwise noted. 4 WALLIGHTER 175 LUMINAIRE .356"DIA. KNOCKOUT BACK VIEW (4 PLACES) .188"DIA. KNOCKOUT FOR USE WITH 4.000" 375,.L. 75" OCTAGON BOX (4 PLACES) �s`i1.375" MAX. MIN.(2 SIDES) .437"DIA. - (2 PLACES) Ilj� .188"DIA. KNOCKOUT FOR USE WITH 3.250" OCTAGON BOX (4 PLACES) WALLIGHTER 175 LUMINAIRE icrylic Refractor -Photometric 35-17804 1 0 N L 1 27' 22 is c 3 c 8.000" 0 4 5 64 3 2 1 0 1 2 3 4 Mounting Heights 'Interpolate by dividing old mounting height squared by new mounting height squared. WALLIGHTER 175 LUMINAIRE Acrylic Refractor -Photometric 35-178051 1 0 2 c 3 0 0 * 4 5 6 4 3 2 1 0 1 2 3 4 Mounting Heights Data subject to change without notice 6.344" .150" .875"DIA. 4.000" '-.188"DIA. KNOCKOUT FOR USE WITH GEM -BOX (2 PLACES) Maintained (Published Mean) FCS' l 150 T . 8' 10' 12' 14' 16' 18' 2 ' 22' 24' A .2 4.0 2.0 1. 1.2 1.0 0.8 0.7 B 3.1 2.01.41.00.80.60.50.40.3 C 1.2 0.8 0.6 .4 0. 0.2 9.220.2 0.1 0 0.6 0.4 0.1 MTG. 8' 10' 12' 14' 16' 18' A 3.7 2.4 1.7 1.2 0.9 0.7 B 1.8 1.2 0.8 0.6 0.5 0.4 C 0.7 0.5 0.4 .2 0.2 0.1 0 0.4 0.2 0.2 0.1 0.1 Maintained IPVRI75J Mean) FCS' 0 `,�' /L �D�L MYR1751U r�J 17 l� i MMIN®EREMERIM®� 'Interpolate by dividing old mounting height squared by new mounting height squared i 'Interpolate by dividing old mounting height squared by new mounting height squared i August 31, 1993 Joe Weith Town of South Burlington 375 Dorset Street South Burlington, VT 05403 Lear Joe: THE ___SIRLOIN— $14oP FINE DINING - -BEST 1963- SHELBURNE,RUTLAND 8 MANCHESTER, VT V¢t�at � BURLINGTON,Vi • DAKOTA•. POTSFIELD, MA �ESTAURA�� S. BURLINGTON, I Enclosed, please find two Perry's Fish House site plans showing the new light pole that was recently installed. The new pole is the same height as our existing poles - 25' and ci�,rrently contains one Cooper Lighting fixture tilted at 90 degrees with a 400 watt metal halide bulb. This light fixture faces West toward Route 7. Enclosed is the tear sheet on the light fixture. It is our intention to install another 400 watt fixture on this same pole, only facing East. Both fixtures will have a Reflector Shield (spec attached) to reduce glare. If you have any questions, please don't hesitate to call. /pcp encl, Sincerely, r Ph ll s Pero Project Coordinator PERRY RESTAURANT GROUP 1908 SHELBURNE ROAD, SHELBURNE, VERMONT 05482 • (802) 985-8074 ,oncgt;rse III is the most versatile, functionallyk desigr>dd, universally adaptable outdoor lighting available. Through a variety of mounting styles, it offers a family of low profile sharp cutoff z' luminaires that make optimum use of today's high output HID sources. Uniform in appearance and compact in size, this single piece soft -cornered cast aluminum 6 i/d' (Roundare Pole) g p 6 3/6' (Rnuntl Pole) housing offers the designer a unique opportunity in lighting flexibility for all outdoor applications. Enhancing natural landscapes as well as cityscapes, Concourse III brings T outstanding performance and style to Ir s 6/s' walkways, parking lots, roadways. loading 1 docks. building areas, and any security lighting application. �tc',B'_ Design Features Designed for single or multiple units on square styled mounting brackets, metal halide or high or round poles, side or top mounting with low to pressure sodium lamp types, Concourse III is the high level lighting, perimeter or median patterns most completely coordinated lighting concept in of light, undirectional or multidirectional rotation the industry. of optical distribution, mast arm or architecturally �; Two spring -steel quick release latches on housing for easy opening, closing or complete removal of door without the use of tools. Porcelain screw shell type lamp socket with spring - loaded center contact. (Metal halide supplied with position -oriented mogul base.) One-piece, die-cast aluminum housing features aesthetically pleasing soft -comer design. Architectural dark bronze polyester powder coat finish. Closed cell gas -filled high temperature silicone gasketing. Completely seals optical system from dirt, bugs, or other foreign material. One-piece hydroformed finished aluminum reflectors provide five different optical distributions and sharp cutoff control. Universal mounting clamp concealed In housing fits 1 1/2" to 2 3/8. O.D. horizontal tenons without requiring adapters or rearrangement of component parts. Provides a +5° vertical leveling adjustment. Easily removable high power factor multi -tap HID ballast. (standard) Integral hinges prevent door rocking and optimizes sealing capabilities. Lens is thermal shock and impact -resistant clear tempered glass. Cataog Number Logic '. st D;CI!= 2nd Digit= 3rd Digit, Gth Digit= 5th Digit= 6th Digit= 9th Digrt= Frocuot Family Mounting Housinc Series lama yae Lamp Wattage Optics Voltaoe ('-(',,)nrni ir,.;p III 7-_7000 _1=M tom. Hal. 1= 70 2=Design 20.130 120=120 S_S� -" S 2=100 3=Desi8n 22 208=208 Catalog Lamp Lamp Ballast Net Wt. Volume Number 7Yp* Wattage Type Optics (Lbs.) Cu. Ft.) Standard Unit (Mast Arm Mount) CS7212 HPS 70 React. 20/30t 39 2.15 CS7222 HPS 100 React. 20/30t CS7232 HPS 150' React. 20/30t CS7252 HPS 250 CWA 20/30t CS7262 HPS 400 CWA 20/30t CS7142 MH 175 CWA 20/30t 39 OS7152 MH 250 CWA 20/30t CS7162 MH 400" CWA 20/30t CS7213 HPS 70 React. 22 39 CS7223 HPS 100 React. 22 CS7233 HPS 150" React. 22 CS7253 HPS 250 CWA 22 CS7263 HPS 400 CWA 22 CS 7143 MH 175 CWA 22 39 CS7153 MH 250 CWA 22 CS7163 MH 400" CWA 22 CS7214 HPS 70 React. 40 39 CS7224 HPS 100 React. 40 CS7234 HPS 150' React. 40 CS7254 HPS 250 CWA 40 CS7264 HPS 400 CWA 40 CS 7144 MH 175 CWA 40 39 CS7154 MH 250 CWA 40 CS7164 MH 400" CWA 40 CS7215 HPS 70 React. 50 39 6S7225 HPS 100 React. 50 CS7235 HPS 150' React. 50 CS7255 HPS 250 CWA 50 CS7265 HPS 400 CWA 50 CS7145 MH 175 CWA 50 39 r CS7155 MH 250 CWA 50 CS7165 MH 400^ CWA 50 internal Pipe Clamp: Mounting will accommodate 1 1/2'-2 3/8' O.D. horizontal tenons. BraCKet arms not included wan stancara unit. One bracket arm must be ordered for each standard unit. See Accessories section. Spider Mount CO7212 HPS 70 React. 20/30t 39 5.50 CO7222 HPS 100 React. 20/30t CO7232 HPS 150" React. 20/30t CO7252 HPS 250 CWA 20/30t CO7262 HPS 400 CWA 20/30t CO7142 MH 175 CWA 20/30t 39 CO7152 MH 250 CWA 20/30t CO7162 MH 400- CWA 20/30t CO7213 HPS 70 React. 22 39 CO7223 HPS 100 React. 22 CO7233 HPS 150, React. 22 CO7253 HPS 250 CWA 22 CO7263 HPS 400 CWA 22 CO7143 MH 175 CWA 22 39 CO7153 MH 250 CWA 22 CO7163 MH 400"" CWA 22 CO7214 HPS 70 React. 40 39 CO7224 HPS 100 React. 40 CO7234 HPS 150" React. 40 CO7254 HPS 250 CWA 40 CO7264 HPS 400 CWA 40 C07144 MH 175 CWA 40 39 CO7154 MH 250 CWA 40 CO7164 MH 400"" CWA 40 CO7215 HPS 70 React. 50 39 CO7225 HPS 100 React. 50 C07235 HPS 150' React. 50 CO7255 HPS 250 CWA 50 ' CO7265 HPS 400 CWA 50 " CO7145 MH 175 CWA 50 39 CO7155 MH 250 CWA 50 CO7165 MH 400"" CWA 50 Lamps not included. *150 Watt HPS lamps use lamp arc rating of 55 volts. `- 400 Watt Metal Halide use E28 lamp only. To order E28 lamp add suffix LA70X079 to catalog number. tDesign 20/30 is preset at the factory for Type 11 distribution. Socket assembly is field -adjustable for Type III (Design 30) distribution. Mounting Systems (order separately) Note: FA42, FA43. FA44 fit pole tenon size 3" and 4V2" O.D. All fixture mounting tenons are 23'e" O.D. except 3" O.D. on Parapet bracket. Brackets ;�= ;� 3p. • ��♦I% 30" I ' r� 5" • 812"• 1CCj 1�\/ 4��\/ • 8v2" ,' IG�t t. "3" 9sia 0, � �" 1A v 4 2 I FA42 FA43 FA44 FAGO FA61 FA62 Pole Top Pole Top Pole Top Wall cross Arm Wood Pole Two Fixture Three Fixture Four Fixture Mounting Mounting Mounting I 4 V8" FA63 Paraoel Mounting Fitters y law, �v (ro i s,, 'o1 N%lo FA55= FA64e FA652 FA66 FA672 FA684 Tenon Mount Flat Surface Tenon Mount Wall Mount Tenon Mount Tenon Mount Single Fixture Adapter Single Fixture Two Fixtures Three Fixtures \co;� FA693 Mast Arm Mount 'Fit 3' O.D. or 412" O.D. Pole tenons. 1 2Fit 2" pipe (23B" O.D.) or 3" O.D. tenons. 3Fit horizontal 2" pipe 4 k � T-i � t4, FA7O1 FA711 FA72 FA73, FA74, FA75, and 2" pipe size tenons Tenon Mount Four Fixtures (Series 1000 & 2000) 4Fit 3" O.D. tenons only (lor 412' O.D. contact factory). To order fitters with photocontrol ado suffix P. SWill not accommodate Tenon Mount Four Fixtures (Series 3000) Universal FA76—horizontal tenon respectively. For use with Mounting Bracket adapters fit 1," 1v4' 112' FA55 fitter only. :fAVlrM =111L, `ia 1 CA-11 Shield Accessory Kit Design 20 Concourse In WTkNING REFLECTOR r ME o" �-� ENS SHIELD HOUSING WITH BACK SIDE OF DOOR WITH DOOR REMOVED SHIELD INSTALLED CAUTION: To avoid posaiblo ptpctrical shook, be sure that reflector orientation is used then position 00 shield _ power supply Is turned Of before installing or ser- on the door such that it will have the same oriwrt- vicing this tuminal►e. Cation relative to the reflector. `. $i0p 1. 0pen the howing door by disengagloo the letches. Step 4. Replace the doer on thr hinges and olesa the doom Rerr►ove the housing door by lifting it off the hook 11 Make certain that the two (2) W09s are properly shaped hinges. 1 engaged. Step 2. L,00Sen or remove (our (4) retaining clips from the back side of the door as shown In tip. 2. Pry them up with a small screwdriver (do Trot pry againaf the glass). Discard elti retaining dips• new cups are lur_ nlshM with this kit. Step $ Assemble the shield over the glass and replace the retaining Oips, Be sure that the two (2) side clips are Ahead of the locating tabs to prevent the shield from sliding out pl place. NOTIw; A typical reflector orientation is shown in fig. 1, however, others are somotimes used, If a difterern �..i COOPER LIGHTING DOID46 rr s µc��a+wRdl►o�