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Home My WebLink AboutSP-87-0000 - Supplemental - 1795 Shelburne RoadFITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services One Wentworth Drive • Williston • Vermont • 05495 • (802) 878-3000 29 February 1988 Mr. Geoff Greene, Coordinator District #4 Environmental Office 111 West Street Essex Junction, Vermont 05452 RE: Frank Allocca Property FILE: 87111 Dear Mr. Greene: As per our conversation, the Landscape Plan for the Frank Allocca property has been revised. Low to medium height shrubs were added to the front of the proposed building and parking lot (refer to drawing D-2313 for plant material species and locations). In addition, Mr. Allocca has agreed to turn off the Acura sign light, and to reduce the intensity of the parking lot lights between the hours of 10:00 p.m. to 7:00 a.m. However, we wish to leave 3-4 parking area lights on for security reasons at the back and sides of the building. Enclosed are 7 copies of the revised Landscape Plan. We remain available for questions or comments at your convenience. Sincerely, FIT AT CK-LL WELL N INCORPORATED �y arbara J. S ye r cc Mr. Frank Allocca Mr. George Rice Mr. Blake Wheeler Ms. Jane Lafleur BJS:amov Design 0 Inspection 0 Studies 0 Permitting 0 Surveying EXHIBIT LIST FOR APPLICATION #4C0339-6 Page 1 E D R E A= APPLICANT X A E N T= TOWN H T C T TPC = TOWN PLANNING COMMISSION I E E E RPC = Regional Planning Commission B I R AEC = Agency of Environmental Conservation I V E T E D D N B 0. Y NATURE OF EXHIBIT Date Entered 1 12-31-87 A letter by C. VanWinkle, Fitzpatrick -Llewellyn re: project description and Act 250 schedule B criteria (12-30-87) 2 if ifland use permit amendment application signed by P. Bouyea (12-30-87) 3 " certification of service form (12-30-87) 4 Inotice - commencement of cons. req. permit (12-30-87) 5 list of abutters 6 letter by M. Poirier, Vermont Gas (11-20-84) 7 " letter by S. Messina, Supt., South Burl. Water Dept. (12-7-87) 8 letter by E. Gilbertson, Div. for Historic Preserv. (11-23-87) 9 " memorandum by James Goddette, Fire Chief re: fire services (10-9-87) 10 planning commission minutes (10-13-87) 11 letter by R. Dickinson, Fitzpatrick -Llewellyn re traffic impact evaluation (12-22-87) 12 Appendix A - 1990 DHV Intersection Capacity Analysis 13 " Lighting information 14 Sign information renderings 15 plan - Site Plan, Lot 2, Sheet 1 of 5 (9-87) 16 plan - Landscape Plan, Sheet 2 of 5 (9-87) 17 plan - Typical Details, Site Facilities, Sheet 3 of 5 (10-87) 18 plan - Typical Details, Site Facilities, Sheet 4 of 5 (9-87) 19 plan - Typical Details, Erosion Control and Site Facilities, Sheet 5 of 5 (9-87) 20 plan - Elevations and Section, A-3 21 2-22-88 ANR Interagency Review Committee Comments 22 " A letter from Vermont Gas by M. Poirier (2-8-88) 23 " " Document - Hydrologic Impact, Wagner, Heindel and Noyes, Inc. (12-31-87) 24 letter from James Goddette, Fire Chief (2-17-88) 25 letter from City Manager, re: sewer allocation 26 letter from South Burlington Police Department 27 " " letter from Secretary, AOT Comments 28 " " letter from Utilities Engineer, AOT, "Letter of Intent" 29 2-22-88 " letter from Location and Environmental Engineer, AOT 30 if letter from Richard Spokes EXHIBIT LIST FOR APPLICATION #4C0339-6 Page 2 E D R E A= APPLICANT X A E N T= TOWN H T C T TPC = TOWN PLANNING COMMISSION I E E E RPC = Regional Planning Commission B I R AEC = Agency of Environmental Conservation I V E T E D D N B 0. Y NATURE OF EXHIBIT Date Entered 31 2-22-88 A map 32 " If map 33 3-4-88 letter re: Landscaping and Lighting Improvements by B. Skye (2-29-88) 34 " plan - Revised Landscaping Plan, 2 of 5 (9-87) 35 3-7-88 Public Building Permit by E. Christianson, ANR (3-7-88) 36 2-23-88 plan - Revised Site Details, Sheet 3 of 5 37 plan - Revised Typical Details, Sheet 4 of 5 (9-87) 38 " plan - Floor Plan (2-22-88) PLANNING COMMISSION 12 January 1988 Page 5 4. Other Business Mrs. Lafleur brought to the Commissions attention a question on the Allocca approval. Mr. Llewellyn explained that the New Jersey architects had considered the mezanine part of the footprint and it had never been considered in trip end cal- culations. Mrs. Lafleur said the overlay zone allows 61 trip ends, and with the mezzanine the development will produce 61.1. The contribution to the Shelburne Rd. Intersection Improvement Fund will be increased. Mrs. Hurd moved that the Planning Commission approve the amended site lan application of Frank Allocca for construc- tion of a 13,350 sq. ft. automobile dealership at 1795 Shelburne Road as depicted on a plan entitled "Frank Allocca Property - Site Plan, Fassetts Bakery, lot 2� Shelburne Road" prepared bv Fitzpatrick -Llewellyn, dated September, 1987, stamp dated October 5, 1987 with the following stipulations: 1. A $1566 contribution to the Shelburne Road intersection improvement fund shall be paid based on the 61 peak hour trip ends generated by the development. 2. All other conditions of the October 13, 1987 approval shall remain in effect. Mr. Belter seconded. Motion passed unanimously. Mrs. Hurd advised that a letter had been received from Ed Granai of University Mall indicating that all personnel have been alerted that fire safety and maintaining fire lanes is important. As there was no further business to come before the Com- mission, the meeting adjourned at 10:00 pm. Clerk 1/12/88 JBL MOTION OF APPROVAL That the South Burlington Planning Commission approve the amended site plan application of Frank Allocca for construction of a 13,350 square foot automobile dealership at 1795 Shelburne Road as depicted on a plan entitled "Frank Allocca Property - Site Plan, Fassetts Bakery, lot 2, Shelburne Road" prepared by Fitzpatrick -Llewellyn, dated September, 1987, stamp dated October 5, 1987 with the following stipulations: 1. A $1566 contribution to the Shelburne Road intersection improvement fund shall be paid based on the 61 peak hour trip ends generated by the development. 2. All. other conditions of the October 13, 1987 approval shall remain in effect. 1 Memorandum - Plannin. ) October 13, 1987 Page 2 3) FRANK ALLOCCA, 1795 SHELBURNE ROAD Mr. Frank Allocca proposes to construct a 9750 square foot building for automobile sales and service on the 1.24 acre lot at 1795 Shelburne Road. The property is zoned Commercial Two and this is a conditional use. Zoning Board of Adjustment approval is required. Access: The plans show access from a shared 24 foot wide curb cut with lot #3 to the north. Mr. Allocca also owns lot #3. Circulation: Circulation is available on the northern and western side of the building. Parking: Twenty parking spaces are required in addition to vehicle storage and display areas. The plans show 95 spaces. Landscaping: A $12,500 plan is required. The plans show approxi- mately $9000. Revised plans should be submitted to me prior to permit. The building covers 18% of the lot. Total lot coverage is 69.9%. Traffic: The 1.24 acre parcel is in traffic overlay zone 5 and permits 61 trip ends. The proposed use will generate 45 trip ends according to the applicant. This number is confirmed by ITE. A $1155 contribution to the Shelburne Road intersection improvement fund is required based on the 45 trip ends. Other: This property is in the path of the proposed South Burlington Southern Connector ramp. Although this should have no bearing on your decision, it is important to know. A review by Heindel and Noyse is required. The Commission should decide whether to review that study when it is available or whether to allow the City Manager's review as a conditional of approval. See Bill Szymanski's and Chief Goddette's comments. 4) BERARD, 73 ETHAN ALLEN DRIVE Allan Berard proposes to construct a 2400 square foot addition to the existing 2400 square foot building at 73 Allen Drive. The property is zoned Industrial -Commercial and the building is used for Allans Excavating Company. Access: Access does not change from the existing driveway. Circulation: Circulation is available on two sides of the building. 2 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 October 14, 1987 Mr. Frank Alloca Intercar, Inc. Route 206 Newton, New Jersey 07860 Re: Site plan approval, 1795 Shelburne Road Dear Mr. Alloca: ZONING ADMINISTRATOR 658-7958 Be advised that the South Burlington Planning Commission approved your site plan prepared by Fitzpatrick -Llewellyn dated September 1987 and October 5, 1987 with the following conditions: 1. A $14,000 landscaping bond shall be posted prior to permit. 2. Zoning Board of Adjustment approval shall be obtained prior to permit. 3. The results of the erosion control study from Heindel and Noyes shall be submitted to the City Engineer for approval prior to permit. The recommendations in that study for stormwater runoff and erosion control shall be followed by the applicant. 4. A $1155 contribution to the Shelburne Road intersection improvement fund shall be paid prior to permit based on the 45 peak hour trip ends generated by the development. 5. A 500 gpd sewer allocation is granted. The applicant shall pay the $2.50 per gallon fee prior to permit. 6. The building permit shall be obtained within 6 months or this approval is null and void. Mr. Frank Alloca Intercar, Inc. October 14, 1987 Page 2 7. Sidewalk shall be constructed in a manner acceptable to the City Engineer. This office has scheduled a hearing for conditional use approval on November 9, 1987 at 7:00 P.M. If you have any questions please don't hesitate to call me. Very truly, 1-1'cre��Ilr_�-""-,�2--.. Richard Ward, Zoning Administrative Officer RW/mcp cc: Lance Llewellyn 10/6/87 JBL MOTION OF APPROVAL That the South Burlington Planning Commission approve the site plan application of Frank Allocca for Intercar Incorporated as depicted on a 5 page set of plans entitled "Frank Allocca Property - Site Plan, Fassetts Bakery, lot 2, Shelburne Road" prepared by Fitzpatrick -Llewellyn dated September, 1987, stamp dated October 5, 1987 with the following stipulations: 1. A $14,000 landscaping bond shall be posted prior to permit. 2. Zoning Board of Adjustment approval shall be obtained prior to permit. 3. The results of the erosion control study from Heindel and Noyse shall be submitted to the City Engineer for approval prior to permit. The recommendations in that study for stormwater runoff and erosion control shall be followdd by the applicant. 4. A $1155 contribution to the Shelburne Road intersection improvement fund shall be paid prior to permit based on the 45 peak hour trip ends generated by the development. ,> oC) 5. A 24-9-,gpd sewer allocation is granted. The applicant shall pay the $2.50 per gallon fee prior to permit. 6. The building permit shall be obtained within 6 months or this approval is null and void. 2 M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, City Manager Re: October 13, 1987 agenda items Date: October 9, 1987 3) FRANK ALLOCCA PROPERTY, SHELBURNE ROAD 1. Proposed sidewalk shall be continuous across driveway. 4) ALLAN EXCAVATING, ETHAN ALLEN DRIVE 1. Back of lot fronts on proposed street of the Belter subdivision. The rear graveled area will be used for equipment storage. This back line should include a cedar hedge to screen the area. 5) NAEF, AUTO BODY SHOP ADDITION, AIRPORT PARKWAY 1. Site needs a lot of work to conform to the submitted plan. 6) MONTAIR, BURLINGTON AIRPORT, AIRPORT DRIVE 1. Trailer should not be a permanent structure but temporary, as applicant states for a one year period. 1 M E M O R A N D U M To: South Burlington Planning Commission From: James Goddette, Chief Fire Re: October 13, 1987 agenda items Date: October 9, 1987 3) FRANK ALLOCCA PROPERTY, 1795 SHELBURNE ROAD Only problem I see at this time is that a better arrangement is needed for circulation within the parking lot for emergency equipment. 4) MR. ALLEN BERARD, ETHAN ALLEN DRIVE I do not see a problem with this addition. 5) FRANK NAEF, 1908 AIRPORT PARKING Only problem I see at this time is the driveway around the property does not meet code for access of emergency equipment and I do not feel it would be approved by the State. 1 STATE OF VERMONT DISTRICT ENVIRONMENTAL COMMISSION #4 RE: Frank Allocca Application #4C0339-6 RD#2, Box 1179A Findings of Fact and Chester, NJ Conclusions of Law and Order, 10 V.S.A., Chapter and 151 (Act 250). Fassetts Bakery c/o Peter Bouyea 1805 Shelburne Road South Burlington, VT I. INTRODUCTION Application #4C0339-6 was filed by the above referenced applicants to construct a 13,350 square foot commercial building on Lot #2 of a previously approved 3 lot commercial subdivision located off of Route 7 in South Burlington, Vermont The tract of land consist of 1.24 acres located off of Route 7 in South Burlington, Vermont owned in fee simple by Fassetts Bakery and held under option by Frank Allocca. Under Act 250, projects are reviewed based on the 10 criteria of 10 V.S.A., Section 6086(a) 1-10. Before granting a permit, the District Environmental Commission must find that the project complies with these criteria and is not detrimental to the public health, safety or general welfare. Decisions must be stated in the form of findings of fact and conclusions of law. The facts we have relied upon are contained in the documents on file identified as Exhibits #1 through #38 and the evidence received at a hearing held on February 22, 1988. The hearing was recessed pending the submission of additional information. The hearing was adjourned on March 4, 1988 upon receipt of the information and completion of Commission deliberation. Parties to the application who attended the hearing are: The Applicant by Lance Llewellyn. The Chittenden County Regional Planning Commission by Craig T. Leiner. Page 2 Findings of Fact #4C0339-6 Entry of Appearance and Pre Hearing Comments by Fred Emigh of the Agency of Environmental Conservation were entered into the record. 14B Parties were admitted under the following Criteria: 1. Rita and Al Reyes were admitted under Criterion 8 (Aesthetics). II. FINDINGS OF FACT In an effort to expedite the permit process, the Commission prior to taking evidence with regard to the ten Criteria of 10 V.S.A., Section 6086(a), and the Parties agreed that the Applicant had met its burden with respect to Criteria 1(Air), 1(A) Headwaters, 1(C) Water Conservation, 4 Soil Erosion by introducing the application into the record. Parties, therefore waived the issuance of written findings concerning these Criteria. The following written findings are limited to Criterion 1(B) Waste Disposal, Criterion 5 Traffic, Criterion 7 Municipal Services, Criterion 8 Aesthetics, and Criterion 9(F) Energy Conservation. SECTION 6086(a) (1) WATER AND AIR POLLUTION: The Commission finds that this development will not result in undue air pollution. This finding depends on and is supported by the findings noted under the subsections of this criterion: SECTION 6086(a) (1) (B) WASTE DISPOSAL: The Commission finds that this development will meet applicable Division of Protection Regulations and will not result in the injection of waste materials or harmful or toxic substances into groundwater or wells. This finding depends on and is supported by the following: 1. The proposed buildings will generate a total of gallons of sanitary waste per day. 2. A Public Building Permit has been issued for the development (PB-4-1430, Exhibit #35). Page 3 Findings of Fact #4C0339-6 3. Stormwater from the paved drive and parking areas, roofs and green spaces will pass through the grassed swale to the west of the site. The pre -development peak discharge in Barlett Brook is 202.28 cfs, the post -development peak discharge is 200.99 cfs, therefore there is no increase in peak discharge in Bartlett Brook (Exhibit #23). 4. A Stormwater Discharge Permit has been applied for by the Applicant (Testimony of Mr. Llewellyn). 5. The use of the building will use, generate and store oil which will be stored above ground as indicated on Exhibit #38 (Testimony of Mr. Allocca). 6. There will be no underground fuel storage tanks of any size on the site (Testimony of Mr. Allocca). 7. The floor drains in the inside of the building are connected to a grit/oil separator prior to discharge into the municipal sewer system (Exhibits *15 and #37). The Commission will require that prior to commencement of construction the Permittee shall file a Discharge Permit for stormwater with the District Environmental Commission. In addition, due to the increase in peak run-off from the site which will be passing through the grassed swale to the west of the site, the Commission will require that the swale be adequately stabilized to handle the projected increase in flow without erosion and shall retain the right to schedule hearings and to evaluate and impose additional conditions with respect to stabilization until the bank is fully stabilized. Finally, all catch basins on site should be sumpad and hooded to maximize the retention of particulate matter as well as oils and greases and curbing should not be installed on the downgradient edge of paved areas but rather sheet flow off the paved areas to the adjacent grass buffer strips (particularly to the west). Grit/Oil Separators require regular maintenance and inspection to be effective, therefore the Commission will require that the separators be inspected and if necessary cleaned at least 4 times per year. Finally, the Commission will require the Permittee to file an application with the Waste Management Division for notification of hazardous wastes. Page 4 Findings of Fact #4C0339-6 SECTION 6086(aJ_(5) TRANSPORTATION: The Commission finds that this development will not cause unreasonable congestion or unsafe conditions with respect to transportation. This finding depends on and is supported by the following: 8. Entrance to the development is from Route 7 and will share the access with the adjoining lot (Lot #3) (Exhibit #11). 9. There will be an estimated 463 average weekday vehicle trip ends; 38 am peak hour vehicle trip ends and 45 pm peak hour vehicle trip ends (Exhibit #11). 10. An intersection capacity analysis indicated the Level of Service at the northbound left -turn and Shelburne road at "C" L.O.S. and the eastbound left and right turns at the access point to be "E" L.O.S. (Exhibit #11). 1.1. The Applicant has contacted the Location and Environmental Engineer at the Agency of Transportation regarding southern terminus of the proposed South Burlington Conector Highway (Exhibit #29). 12. The Location and Environmental Engineer at the Agency of Transportation concludes that the degree of impact, if one exists, cannot be determined (Exhibit #29). 13. A letter of intent has been issued by the Agency of Transportation for access onto Route 7 (Exhibit #28). The Commission agrees with the conclusions of the traffic report which indicates that unsignalized intersections in urban areas at local streets with arterial streets often experience operational problems of acceptable gaps for minor street traffic. In such cases, L.O.S. "E" is often encountered on the minor street approaches. Improvements of the intersection are usually not warranted until conditions on the minor street approach drop to L.O.S. "F". SECTION (a) (7) MUNICIPAL SERVICES: The Commission finds that this development will not place an unreasonable burden on the ability of the municipality to provide municipal or governmental services. This finding depends on and is supported by the following letters from the police and fire department (Exhibits #24 and #26). Page 5 Findings of Fact #4C0339-6 SECTION 6086(a) (8) AESTHETICS, SCENIC BEAUTY, HISTORIC SITES AND NATURAL AREAS: The Commission finds that the development will not have an undue adverse effect on the scenic or natural beauty of the area, aesthetics, historic sites or rare or irreplaceable natural areas. The following depends on and is supported by the following: 14. The terrain on the site slopes slightly to the west and contains open fields with the primary cover consisting of grass (Exhibit W . 15. A revised landscaping plan has been designed to complement the proposed building in addition to providing screening and bank stabilization (Exhibit #33 and #34). Primary plant materials include Austrian Pine, Honeylocust, Birch and Cherry. Several varieties of deciduous shrubs and ground covers have been included in the design to serve as foundation and understory plantings. The placement of several large trees in the front of the building is designed to soften the visual impact of the dealership and the adjacent car wash to passing motorists on Route 7 (Exhibit W . 16. Maintenance of the proposed landscaping and site improvements will be by the Owner (Exhibit #1). 17. Lighting on the plan will be both wall and pole mounted. The lighting source will be concealed so that the illumination will be contained in the area to be illuminated (Exhibits #1, #13). 18. Between the hours of 1.0:00 pm and 7:00 am, the parking lot lights will be turned off, except for 4 parking lot lights in the rear for security reasons (Exhibit 433). 19. There will be two signs identifying the dealership. The first sign will be a free standing sign. It will stand fifteen feet tall and will be 10' x 3' in dimensions. Illumination will be internal with red acrylic letters mounted on a coated aluminum non -transparent backing (Exhibit #1 and #14). i Page 6 Findings of Fact #4C0339-6 20. The sign on the building facade will occupy a maximum area of 78 square feet as allowed by the City sign ordinance. It will be red acrylic letters mounted on a coated aluminum non transparent backing and match the free standing sign, however will not be illuminated (Exhibit #1 and testimony of Mr. Allocca). 21. The Acura sign will be turned off between the hours of 10:00 pm and 7:00 am. 20. The materials used in the construction of the building consist of glass, a champagne metallic color material known as Alucobond, and a ready mixed varigated stone material (Testimony of Mr. Allocca). 21. The building elevations are depicted on Exhibit #20. The Commission will require that the Acura sign will be turned off during the hours of 10:00 pm and 7:00 am and that the parking lot lights will be turned off, except for 4 parking lot lights in the rear of the building for security purposes. SECTION 6086 a t9) (F) ENERGY CONSERVATION: The Commission finds that the planning and design of the development does reflect the principals of energy conservation and does incorporate the best available technology for the efficient use of recovery of energy. This finding depends on and is supported by the following: 22. The building will be constructed to at least provide a level of insulation equivalent to the standards outlined in ASHRAE 90:80 (Testimony of Mr. Llewllyn). 23. The bulding will be heated using the Heated -Rapid -Air concept (Testimony of Mr. Allocca). Page 7 Findings of Fact #4C0339-6 CONCLUSIONS OF LAW Based upon the foregoing Findings of Fact, it is the conclusion of this District Environmental Commission that if the project is completed and maintained in conformance with all the terms and conditions of that application, and of Land Use Permit #4C0339-6, will not cause or result in a detriment to public health, safety or general welfare under the criteria described in 10 V.S.A., Section 6086(a). IV. ORDER Based upon the foregoing Findings of Fact and Conclusions of Law, Land Use Permit #4C0339-6 is hereby issued. Dated at Esser: Junction, Vermont, thisK)�-day of March, 1988. Geoffrey Green District Coordinator gwg By Evan C. Archer, Chairman Distri r// Environmental Commission Commissioners participating in this decision: Helen Lawrence Y PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 January 25, 1988 ZONING ADMINISTRATOR 658-7958 Frank Allocca Intercar Incorporated Route 6 Newton, New Jersey 07860 Re: Allocca, Fassett's lot #2, Shelburne Road Dear Mr. Allocca: Enclosed are the January 12, 1988 Planning Commission minutes that reflect the new approval for a 13,350 square foot building. Please apply for your building permit within 6 months of the original approval date. Please note that the traffic impact fee has increased. JBL/mcp 1 Encl cc: Lance Llewellyn Sincerely, j � - 40-� Jane B. Lafleur, City Planner 1/12/88 JBL MOTION OF APPROVAL That the South Burlington Planning Commission approve the amended site plan application of Frank Allocca for construction of a 13,350 square foot automobile dealership at 1795 Shelburne Road as depicted on a plan entitled "Frank Allocca Property - Site Plan, Fassetts Bakery, lot 2, Shelburne Road" prepared by Fitzpatrick -Llewellyn, dated September, 1987, stamp dated October 5, 1987 with the following stipulations: 1. A $1566 contribution to the Shelburne Road intersection improvement fund shall be paid based on the 61 peak hour trip ends generated by the development. 2. All other conditions of the October 13, 1987 approval shall remain in effect. 1 PLANNING COMMISSION 13 OCTOBER 1987 PAGE 4 approximately 28 ft, and construct a new southbound lane on Dorset St. from Williston Rd. to the University Mall north entrance (approximately station 170 to 157). This should include work on the Williston Rd. eastbound approach that may be necessary for the southbound lane to operate properly. 2. Applicant shall facilitate with the City and others con- struction within 1-1/2 years after opening of Phase II of a second left turn lane on westbound Williston Rd. at Dorset St 3. Applicant shall facilitate with the City and others con- struction of a new on -ramp (westbound to northbound) at Interchange 13, with ramp to open within 3 years with right, right, right signing. 4. Prior to obtaining a building permit for Phase II, the applicant shall obtain an air quality permit from the Agency of Environmental Conservation. 5. There is no change to the conditions of final and revised final plat approvals in the motions of January 13, 1987, April 22, 1985, and February 19, 1985. Mr. Burgess seconded the motion. Mr. Khouri said their track record should be considered. They have spent more voluntarily than by mandate. Mr. Belter said he would like to know exactly what someone is going to contribute and felt something more substantial should be worked out before there is a vote. Mr. Khouri suggested tabling the motion until acceptable language is agreed upon. Mr. Burgess suggested that items be stipulations on their own and not be part of the conditions if the road is not built by October, 1989. Mrs. Maher said she would like a traffic impact study of Dorset St/Kennedy Drive should the Mall be doubled before Dorset St. is widened. Mr. Burgess moved to table the motion for two weeks. Mrs. Maher seconded. Motion to table passed unanimously. 2. Site plan application of Frank Allocca for construction of a 9750 sq. ft. building for automobile sales and service at 1795 Shelburne Rd. (Fassetts lot #2) Members debated whether to hear the application as it has not yet been approved by the Zoning Board but did agree to hear it. Mr. Llewellyn noted that Mr. Allocca owns both lots 2 & 3 and PLANNING COMMISSION 13 OCTOBER 1987 PAGE 5 that a single curb cut will serve both lots. There are 95 parking spaces for storage, display and service vehicles. The sewer will be public with a pumping station between the 2 lots. Storm water is picked up in a catch )basin and goes to the existing system on Bouyea's land. There is a 500 gpd sewer allocation. Coverage is 69.9% with 70% allowable. Mr. Belter asked if Mr. Allocca would agree not to park cars on lot #3. Mr. Allocca said he would agree to that. Mrs. Hurd said she was bothered by the 41 peak hour trip ends. Mr. Ward said it is allowed. Mr. Allocca said he doubted he would see that much'peak hour traffic. Mr. Burgess moved that the Planning Commission approve the site plan application of Frank Allocca for Intercar Incorpor- ated as depicted on a 5 page set of plans entitled "Frank Allocca property _ Site Plan, Fassetts Bakery, lot 2, Shelburne Road" prepared by Fitzpatrick -Llewellyn dated September, 1987, stamp dated October 5, 1987 with the following stipulations: 1. A $14,000 landscaping bond shall be posted prior to permit 2. Zoning Board of Adjustment approval shall be obtained prior to permit. 3. The results of the erosion control study from Heindel & Noyse shall be submitted to the City Engineer for approval prior to permit. The recommendations in that study for stormwater runoff and erosion control shall be followed by the applicant. a.. 4. A $1155`dontribution to the Shelburne Rd. intersection improvement fund shall be paid prior to permit based on the 45 peak hour trip ends generated by the development. S. A 500 gpd sewer allocation is granted. The applicant shall pay the $2.50 per gallon fee prior to permit. 6. Sidewalk shall be constructed in a manner accepted 12Y the City Engineer. 7. The site plan shall show 20 designated employee and customer parking spaces. 8. The building permit shall be obtained within 6 months or this approval is null and void. Mr. Belter seconded. Motion passed 4-0 with Mrs. Maher and Mrs. Hurd abstaining. u FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services One Wentworth Drive • Williston • Vermont • 05495 • (802) 878-3000 12 January 1988 Ms. Jane LaFleur City Planner 575 Dorset Street South Burlington, Vermont 05403 RE: Frank Allocca / Acura Dealership Shelburne Road FILE: 87111 Dear Jane: We recently received a copy of the proposed Acura Building floor plans designed by Team Design of Londonderry, New Hampshire. Until that time, we were unaware the building contained a 3600 sq. ft. mezzanine, causing our application for a 9750 sq. ft. building to be in error. By this letter- we wish to amend our application from a 9750 sq. ft. building to a 13,350 sq. ft. building. The additional space includes area for parts storage, employee lounge, and offices. Our drawings, employee estimates, wastewater flows, etc. remain unchanged. We apologize for our misunderstanding of Mr. Allocca's building. A revised application and copy of the building floor plans are enclosed. Please inform us of your procedures necessary to correct this situation. Very Truly Yours, FITZPATRICK-LLEWELLYN INCORPORATED I anue A. ew IIyn, P. E. cc: Frank Allocca `157 Tel Design • Inspection • Studies 0 Permitting • Surveying CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) NAME, ADDRESS, AND PHONE NUMBER OF: a) Owner of Record Frank'Alloca, Intercar Incorporated, Route 206, Newton, NJ 07860 b) Applicant Frank Alloca, Intercar Incorporated, Route 206, Newton, NJ 07860 c) Contact PersonLance A. Llewellyn, P.E., FitzPatrick-Llewellyn Incorporated, One Wentworth Drive, Williston, Vermont 05495 2) PROJECT STREET ADDRESS: Shelburne Road 3) PROPOSED USE Automobile Dealership 4) S) 6) SIZE OF PROJECT: (i.e. Building Square Footage, #units, maximum 9750ft2 showroom/service building on first floor plus a 3600ft2 height and # f loor smezzanine for parts storage, employee lounge and offices. Total building t . NUMBER OF EMPLOYEES (full and part time): 16 LOT COVERAGE: Building 18 %; Building, Parking, Outside Storage: 69.9 % COST ESTIMATES: Buildings: $ 500,000 Landscaping $ 14,000 Other Site Improvements: (Please list with cost) $ 150,000 Water, sewer, pump station, paving ESTIMATED PROJECT COMPLETION DATE: April 1988 ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 45 PEAK HOUR (s) OF OPERATION: 4-6 p.m. PEAK DAY (s) OF OPERATION: Monday IGNAT RE OFPPLICANT 1-12-88 SUMMARY OF TRIP GENERATION RATES Land Use/Building Type New Car Sale ITE Land Use Code 841 Independent Variable —Trips per 1,000 Gross Square Feet of Building Area Average Trip Rate Maximum Rate Minimum Rate Correlation Coefficient Number of Studies Average Size of Independent Variable/Study Average Weekday Vehicle Trip Ends Peak Hour of A.M. Between 7 and 9 Enter Exit Total Adjacent Street Traffic P.M. Between 4 and 6 Enter Exit Total Peak Hour of A.M. Enter Exit Total 17-0 Generator P.M. Enter 17-0 Exit Total Saturday Vehicle Trip Ends Peak Hour of Generator Enter Exit Total Sunday Vehicle Trip Ends Peak Hour of Generator Enter _ Exit_ Total Numbers-- Source ITE Technical Committee 6A-6—Trip Generation Rates Date: 4:9$2 ---- City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05401 PLANNER 658-7955 January 4, 1988 Frank Allocca Intercar Incorporated Route 6 Newton, New Jersey 07860 Dear Mr. Allocca: ZONING ADMINISTRATOR 658- 7958 Enclosed please find your copy of Findings of Fact. If you have any questions please call me. S incerely, Jam. 4A'-'L� Jane B . Lafleur, City Planner JBL/mcp 1 Encl City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 October 29, 1987 Frank Allocca Intercar Incorporated Route 6 Newton, New Jersey 07860 Re: 1795 Shelburne Road Dear Mr. Allocca: ZONING ADMINISTRATOR 658-7958 Enclosed are the October 13, 1987 Planning Commission minutes. They contain the conditions of your approval which must be met prior to permit. Please call me if you have any questions. Sincerely, Jane B. Lafleu , City Planner JBL/mcp 1 Encl cc: Lance Llewellyn zpatrick-UeweUyapL—�ta16ck! ted -jul - H WVN Wagner, Heindel, and Noyes, Inc. consulting geologists W N P.O. Box 1629 Burlington, Vermont 05402-1629 802-658-0820 JAN 4 Bartlett Brook/Frank Allocca Property Analysis of Hydrologic Impact SUMMARY, RECOMMENDATIONS AND CONCLUSION Prepared by: Jeffrey A. Nelson WA-✓ December 31, 1987 1.) The site plan developed by Fitzpatrick - Llewellyn (9/87) for the Frank Allocca property (Lot #2, Fassetts Bakery) has been analyzed for hydrologic impact to the Bartlett Brook watershed. 2.) The site has been subdivided into three drainage areas by Fitzpatrick - Llewellyn, with curve numbers and times of concentrations computed. To be consistent with all previous Bartlett Brook Work, the times of concentration have been re -computed by this office using the upland method. These data have been input to the TR-20 data file for the Bartlett Brook watershed with the following results for the 25 year, 24 hour storm: 2 Peak runoff from site Peak discharge in Bartlett Brook Pre -development Q Time 3.82 cfs 12.20 hrs 202.28 cfs 12.59 hrs Post -development Q Time 8.24 cfs 11.95 hrs 200.99 cfs 12.59 hrs Therefore, given the position of this site within the Bartlett Brook watershed, the site plan as currently proposed, without retention of stormwater, does not result in an increase in peak discharge in Bartlett Brook itself. 3.) Given the increase in peak runoff from the site which will be passing through the grassed swale to the west of the site, it will be important that this swale is adequately stabilized to handle the projected increase in flow, without erosion resulting. 4.) Since no retention will be provided on site, alternate measures must be considered for the treatment of stormwater as it leaves the property. All catch -basins on site should be sumpad and hooded to maximize the retention of particulate matter as well as oils and greases. Additionally, - curbing should not be installed on the downgradient edge of paved area, but rather sheet flow off the paved areas should occur to the adjacent grass buffer strips (particularly to the west) which result in some additional removal of particulate material from the stormwater before it reaches Bartlett Brook. CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION lj NAME, ADDRESS, AND PHONE NUMBER OF: a) Owner of Record Frank'Alloca, Intercar Incorporated, Route 206, Newton, NJ 07860 b) Applicant Frank Alloca, Intercar Incorporated, Route 206, Newton, NJ 07860 c) Contact Person Lance A. Llewellyn, P.E., FitzPatrick-Llewellyn Incorporated, One Wentworth Drive, Williston, Vermont 05495 2) PROJECT STREET ADDRESS: l-� °tS Shelburne Road 3) PROPOSED USE (s) Automobile Dealership 4) 5) 6) SIZE OF PROJECT: (i.e. Building Square Footage, #units, maximum he igh t and # f loon s 9750 sq. ft. showroom/service building on one floor NUMBER OF EMPLOYEES (full and part time): 16 LOT COVERAGE: Building i8 Building, Parking, Outside Storage: 69.9 % COST ESTIMATES: Buildings: $ 500,000 Landscaping $ 14,000 Other Site Improvements: (Please list with cost) $ 150,000 Water, sewer, pump station, paving ESTIMATED PROJECT COMPLETION DATE: April 1988 ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 45 PEAK HOUR (s) OF OPERATION: 4-6 p.m. PEAK DAY (s) OF OPERATION: Monday IGN7RE OF PLICAN`1' No Text City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 PLANNER 658-7955 October 9, 1987 Frank Allocca Intercar Incorporated Route 206 Newton, New Jersey 07860 Re: Allocca, 1795 Shelburne Road Dear Mr. Allocca: ZONING ADMINISTRATOR 658.7958 Enclosed are the agenda and my memo to the Planning Commission. Also enclosed are Bill Szymanski's and Chief Goddette's comments. Please be sure someone is present on Tuesday, October 13, 1987 to represent your request. Sincerely, -, i (, I- , 44-1 Jane B. Lafleur, City Planner JBL/mcp Encls cc: Lance Llewellyn 1.aA O . L &44,41 ►3"7x q.5 1-79 N 19 3q M5 . 6ka3. aaa � ) a I a5 z S S X�a 5YK S i 4�— �101y . q '--- 3 �1114 X ,a VNWagner, Heindel, and Noyes, Inc. consulting geologists P.O. Box 1629 Burlington, Vermont 05402-1629 802-658-0820 Bartlett Brook/Frank Allocca Property Analysis of Hydrologic Impact SUMMARY, RECOMMENDATIONS AND CONCLUSION Prepared by: Jeffrey A. Nelson WA-- ✓ December 31, 1987 1.) The site plan developed by Fitzpatrick - Llewellyn (9/87) for the Frank Allocca property (Lot #l2, Fassetts Bakery) has been analyzed for hydrologic impact to the Bartlett Brook watershed. 2.) The site has been subdivided into three drainage areas by Fitzpatrick - Llewellyn, with curve numbers and times of concentrations computed. To be consistent with all previous Bartlett Brook work, the times of concentration have been re -computed by this office using the upland method. These data have been input to the TR-20 data file for the Bartlett Brook watershed with the following results for the 25 year, 24 hour storm: K, Peak runoff from site Peak discharge in Bartlett Brook Pre -development Q Time 3.82 cfs 12.20 hrs 202.28 cfs 12.59 hrs Post -development Q Time 8.24 cfs 11.95 hrs 200.99 cfs 12.59 hrs Therefore, given the position of this site within the Bartlett Brook watershed, the site plan as currently proposed, without retention of stormwater, does not result in an increase in peak discharge in Bartlett Brook itself. 3.) Given the increase in peak runoff from the site which will be passing through the grassed swale to the west of the site, it will be important that this swale is adequately stabilized to handle the projected increase in flow, without erosion resulting. 4.) Since no retention will be provided on site, alternate measures must be considered for the treatment of stormwater as it leaves the property. All catch -basins on site should be sumpad and hooded to maximize the retention of particulate matter as well as oils and greases. Additionally, curbing should not be installed on the downgradient edge of paved area, but rather sheet flow off the paved areas should occur to the adjacent grass buffer strips (particularly to the west) which result in some additional removal of particulate material from the stormwater before it reaches Bartlett Brook. FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services One Wentworth Drive • Williston 9 Vermont • 05495 • (802) 878-3000 30 December 1987 Ms. Dana Farley Coordinator District Environmental Commission #4 111 West Street Essex Junction ont 05452 REi,,Fr-Alty Amendment to L.U.P. #4C0336 FILE: e7111 Dear Ms. Farley: On behalf of Mr. Frank Allocca, we are hereby submitting an application and plans for an amendment to the above -referenced Land Use Permit. This Amendment seeks permission to construct a showroom/service building for a auto dealership on Lot 2. Enclosed for your review are the following: 1. Completed amendment application 2. Fee check in the amount of $1300 3. Signed Commencemet of Construction Notice. 4. Seven (7) sets of engineering plans 5. Seven (7) sets of landscaping plans 6. Copies of City's Planning Commission minutes 7. Traffic analyses B. Support letters 9. List of abutters This Project, by means of a brief overview, consists of a 13,350 square foot building to house an automobile dealership with associated parking driveways and a small wastewater pump station. Access to the project will be from a single curb cut on Route 7 to an access drive shared with lot 3. Municipal water will serve the project, and the proposed pump station will deliver wastewater to the municipal sewer on Shelburne Road. A 500 gallon per day wastewater allocation his been approved by the city. As requested, the following criteria are addressed: criteria 1 (Air), IA (Headwaters), 1B (Waste Disposal), 1C (Water Conservation), 4 (Soil Erosion), 5 (Traffic), 7 (Government Services), B (Aesthetics), 9F (Energy Conservation). Criteria responses are as follows: 1. Air Pollution - Gas service will be utilized for heating the building. This will have a relatively pollution free effect on air quality. Natural gas provides for a clean energy efficient source of heat. Design 0 Inspection 0 Studies • Permitting 0 Surveying Ms. Dana Farley FILE: 87111 30 December 1487 Page Two There is an estimated average daily traffic of 465 vehicles per day. No manufacturing or industrial work is proposed on this site, therefore, no process emissions will be generated. Smoke and dust during construction will be controlled with water and calcium chloride. Upon completion, all disturbed areas will be stabilized with vegetation, where appropriate, or pavement. 1A. Headwaters - This area is not in a headwaters area. 1B. Water Disposal/ Waste Disposal - Wastewater disposal will be accomplished by a building sewer to a pump station located in the northwest corner of the lot. Since lot three is also an approved commercial lot currently under option by the applicant, the pump station has been sized and located to accommodate any proposed development on this lot as well. Wastes collected in this pump station will be pumped via a force main into the South Burlington muncipal sewer system in Shelburne Road. Sewage treatment will occur at the Bartlett Bay treatment plant located on Bartletts Bay Road in South Burlington. Using the Vermont Environmental Protection Rules as a guide, we estimate the expected number of gallons per day of domestic wastewater to be 240. this number is based on 15 gallons per day per employee with a maximum of 16 employees at any one time. A 500 gallon per day sewer allocation (to include car washing) was requested from the City of South Burlington and approved by the Planning Commission. A letter was requested of Bill Szymanski, the South Burlington City Manager, confirming allocation. The response will be forwarded when received. Stormwater - Stormwater management will be by two methods. Where possible, sheet flow will convey runoff overland for treatment by means of flow through grass lined swales. The remaining runoff will be collected in sumped and hooded catch basins and discharged into a grass lined swale and travel for a minimum of 200' prior to entering Bartlett Brook. The proposed method exceeds the recommended treatment method of 100' of flow through vegetated terrain per acre of paved parking, as proposed by the Department of Water Reosurces. The City of South Burlington has required that any development in the Bartlett Brook watershed be reviewed by the consulting firm of Heindel and Noyes to assess the potential impacts that increased runoff from development may have on Bartlett Brook. The SCS TR-20 computer program is being used for this analysis. A copy of the report will be forwarded when received. Application has been made for a temporary pollution permit. FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services Ms. Dana Farley FILE: e7111 30 December 1987 Page Two There is an estimated average daily traffic of 465 vehicles per day. No manufacturing or industrial work is proposed on this site, therefore, no process emissions will be generated. Smoke and dust during construction will be controlled with water and calcium chloride. Upon completion, all disturbed areas will be stabilized with vegetation, where appropriate, or pavement. IA. Headwaters - This area is not in a headwaters area. 1B. Water Disposal/ Waste Disposal - Wastewater disposal will be accomplished by a building sewer to a pump station located in the northwest corner of the lot. Since lot three is also an approved commercial lot currently under option by the applicant, the pump station has been sized and located to accommodate any proposed development on this lot as well. Wastes collected in this pump station will be pumped via a force main into the South Burlington muncipal sewer system in Shelburne Road. Sewage treatment will occur at the Bartlett Bay treatment plant located on Bartletts Bay Road in South Burlington. Using the Vermont Environmental Protection Rules as a guide, we estimate the expected number of gallons per day of domestic wastewater to be 240. this number is based on 15 gallons per day per employee with a maximum of 16 employees at any one time. A 500 gallon per day sewer allocation (to include car washing) was requested from the City of South Burlington and approved by the Planning Commission. A letter was requested of Bill Szymanski, the South Burlington City Manager, confirming allocation. The response will be forwarded when received. Stormwater - Stormwater management will be by two methods. Where possible, sheet flow will convey runoff overland for treatment by means of flow through grass lined swales. The remaining runoff will be collected in sumped and hooded catch basins and discharged into a grass lined swale and travel for a minimum of 200' prior to entering Bartlett Brook. The proposed method exceeds the recommended treatment method of 100' of flow through vegetated terrain per acre of paved parking, as proposed by the Department of Water Reosurces. The City of South Burlington has required that any development in the Bartlett Brook watershed be reviewed by the consulting firm of Heindel and Noyes to assess the potential impacts that increased runoff from development may have on Bartlett Brook. The SCS TR-20 computer program is being used for this analysis. A copy of the report will be forwarded when received. Application has been made for a temporary pollution permit. FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services Ms. Dana Farley FILE: 87111 30 December 1987 Page Three 1C. Water Conservation - Water will be used for domestic purposes and car washing. Based on expected wastewater flows we estimate the average daily demand to be 500 gallons per day with a peak demand calculated at 35 gallons per minute using the fixture unit method provided in the Environmental Protection Rules. The owner will use flow restricting devices in the toilet and wash facilities provided with the project. Water service will be provided by the South Burlington municipal water department. A 12" water main is located on the eastern side of Shelburne Road with a b" line extending beneath the roadway to a hydrant on the west side of Shelburne Road. A 2 112" service connection (from the b" line) will provide water to the building. A letter requesting service has been sent to the South Burlington water department, and a response is included. 4. Soil Erosion - The soils on the site are mapped by the Soil Conservation Service as Vergennes clay. Typically, the Vergennes series is moderately well drained and the hazard of water erosion is moderate when preparing the land for seeding. Consistent with the Vermont Handbook for Soil Erosion and Sediment Control, specific site -related measures have been incorporated into the site plan. These measures consist of silt fences along the perimeter of the filled area and hay bales in the drainage ways to contain soil erosion. Sheet 1 and 5 of the enclosed plans detail the placement and maintenance of the required controls. The permanent erosion cotrol methods will include the establishment of a vegetative cover as depicted on the enclosed landscape plan. Roadway and parking areas will be paved, the storm drain outfalls will be rip -rapped and all swales over 5% in grade will be stone lined. 5. Traffic - The project is located on the west side of U.S. Route 7 in South Burlington. Access to the parcel will be from a single curb cut on Route 7 to an access drive shared with Lot #3. Application has been made to the agency of transportation regarding a highway access permit. The average daily traffic both north and south on U.S. Route 7 is 28,380 vehicle trip ends. The speed limit is 35 miles per hour with the sight distances in excess of 440' which is a safe stopping distance for an average running speed of 40 miles per hour. FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services 1 Ms. Dana Farley FILE: 87111 30 December 1987 Page Four Using the Institute of Transportation Engineers trip generation rates for the land use category of New Car Sales, the P.M. peak hour trip generation rate was 45 vehicle trip ends. The enclosed traffic study by FitzPatrick-Llewellyn concludes that this project will not have an adverse impact on the existing traffic conditions in the area, at the present time or in the future. 7. Municipal Services - The Project will require the services of the South Burlington Police, Fire, Water and Sewer Departments. The proposed site plan has been reviewed by the respective departments prior to receiving City approval on October 10, 1987. Enclosed are copies of the Planning Commission approvals. 8. Aesthetics - The terrain on the site slopes slightly to the west and contains open fields with the primary cover consisting of grass. A landscape plan has been designed to complement the proposed building in addition to providing screening and bank stabilization. Primary plant materials include Austrian Pine (6'-7' B & B), Honeylocust (3"-3-1/2" caliper), Birch (10"-12" B & B), and Cherry (2-1/2" - 3" caliper). Several varieties of deciduous shrubs and ground covers have been included in the design to serve as foundation and understory plantings. The placement of several large trees in the front of the building is designed to soften the visual impact of the dealership and the adjacent car wash to passing motorists on Route 7. Refer to the landscape plan (#D-2313) for additional information. Maintenance of the proposed landscaping and site improvements will be by the Owner. The City of South Burlington has required a $14,000 landscaping bond be posted prior to the issuance of a building permit. Lighting as shown on the plan will be both wall and pole mounted. The lighting source will be concealed so that the illumination will be contained in the area to be illuminated. We have enclosed catalog sheets for the lighting type to be used, and the locations are specified on the Site Plan. As currently proposed there will be two signs identifying the dealership. The first will be a free standing sign called a ground pylon. It will stand fifteen feet tall and will be 10'x 3' in dimensions. Illumination will be internal with red acrylic letters mounted on a coated aluminum non -transparent backing. The sign on the building facade will occupy a maximum area of 78 square feet as allowed by the City sign ordinance. It will have red acrylic letters mounted on a coated aluminum non -transparent backing and match the free standing sign. Illumination will be contained within the sign. There will be no visible source of illumination. FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services Ms. Dana Farley FILE: 87111 30 December 1987 Page Five A building elevation plan is enclosed with this application. Riser diagrams will be forwarded when completed. 9F. Energy Conservation - The building will use gas as the energy source for heating. The building plans will show that all heated and enclosed areas will have as minimum insulation specification R-19 in the exterior walls, R-38 in the ceilings and R-10 insulation around the frost walls. It is the owners intention to use heat efficient windows and doors for added insulation. We are requesting site and foundation approval, as the interior design of the building (and riser diagrams) has not yet been completed. Upon thier completion these drawings will be submitted for approval. The foregoing information has been submitted to the commission for review and subsequent approval for an amendment to the existing Land Use Permit. Any criteria not addressed in the narrative shall remain in conformance with the conditions of the original permit. On behalf of Mr. Allocca, we request that this application be treated as a minor amenemdnet in light of the City's review and the District Commission's hearings on the original subdivision. We trust that the enclosed information is sufficient to enable you to determine this application complete. Should you require additional information, please contact us. Sincerely, FITZPATRICK-LLEWEL YN INCORPORATED Charles Van Winkle cc Frank Allocca Peter Bouyea City of South Burlington South Burlington Planning Commission Chittenden County Regional Planning Commission CVW:amov FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services LIST OF ABUTTERS. FASSETTS BAKERY INCORPORATED 1805 SHELBURNE RAOD SOUTH BURLINGTON, VERMONT 05403 C AND C ENTERPRISES 124 PEARL STREET ESSEX JUNCTION, VERMONT 05452 FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services ;"" I APPLICATION FOR LAND USE PERMIT AMENDMENT ;TRUCTIONS: Use this form for minor Land Use Permit amendments, including permit transfers. Applications for permit transfers are to be completed by the transferree. SECTION 1 - FOR OFFICE USE ONLY __ 1 Application No.. Filing Date: Laws Involved: Deemed Completed By: Fee: SECTION II - TO BE COMPLETED BY THE AYYLLlIUN 1. APPLICANT: Frank Allocca Intercar Incorporated. Route (Name) (Address) (Phone No.) 2. PROPERTY OWNER: peter houyea, Fassetts Bakery, 1805 Shelburne Rd., So. Burl, VT 05403 (Name) (Address) (Phone No.) 3. PERSON TO BE CONTACTED ABOUT THIS APPLICATION (Complete only if different than #1) Charles Van Winkle, Fitzpatrick -Llewellyn Incorporated, One Wentworth Dr., Williston, VT 878-3000 (Name) (Address) (Phone No.) 4. WHAT IS YOUR LEGAL INTEREST IN THIS PROPERTY? Potential Owner S. IF YOU ARE NOT FILING THIS APPLICATION AS AN INDIVIDUAL, COMPLETE THE FOLLOWING: (Legal Entity) (Date Formed) (State) (Date registered in VT) 6. WHAT IS THE NATURE OF THIS REQUEST TO AMEND THE LAND USE PERMIT: To allow for the construction of a 13,350 ft.2 automobile showroom and service area and related site improvements -rl 7. DESCRIBE ANY CHANGES IN THE FOLLOWING ITEMS FROM INFORMATION IN THE ORIGINAL APPLICATION a. Acreage in the entire tract of land 1.24 b. Acreage in this project1.24 C. Date the project will be started Feb. 1988 d. Date the project will be completed June 1988 C. Funding or bonding of this project private f. Municipal services to be used Water, sewer, police & fire g. Estimated construction cost 650,000 SECTION III - ADDITIONAL INFORMATION REQUIRED ON PERMIT TRANSFERS 8. TRANSFERREE: I hereby agree to complete this project as set forth in the application, Findings of Fact and Conclusions of Law and the Land Use Permit # and as amended above: kP (Transferree) TRANSFERROR: I hereby agree to the transfer of Land Use Permit # set forth above: (Transferror) SECTION IV - NOTICE TO PARTIES - TO BE COMPLETED BY ALL APPLICANTS FOR ACT 250 PROJECTS as 10. This application must be signed by the applicant and landowner. By -signing this application, the applicant assumes responsibility for the information provided and, when the,amendment involves Act 250, confirms that the town selectmen, planning commission, and regional planning commission were given a copy of the application as required. -�k� la 1 ` P&-, 12 3r (signature of applicant) signature qt Iandowner)ate DATES J< �jU /S-) In accordance with Title 10 V.S.A., 56086, I certify that I have AalivPred complete sets of this application and all plans and attachments to the municipality (Selectmen, Aldermen, Trustees), the municipal planning commission, the Regional Planning Commission, and any adjacent municipality and municipal planning commission adjoining this project. h� FEE: /3W LIST OF ADJOINING LANDOWNERS AND ADDRESSES: LOCATION MAP: COMMENCEMENT OF CONSTRUCTION NOTICE: ✓ Signature of Applicant or Messenger N O T I C E COMMENCEMENT OF CONSTRUCTION REQUIRES A PERMIT pursuant to Title 10 VSA Section 6081 (Act 250) "Commencement of construction" is defined by Act 250 as "the construction of the first improvement on the land or to any structure or facility located on the land including work preparatory to construction such as clearing, the staking out or use of a right-of-way or in any way incidental to altering the land according to a plan or intention to improv© or to divide land by sale, lease or otherwise transfer an interest in the land." (Environmental Board Rule 2 (C)). A violation of any provision of the rules if punishable by a fine of not more than $500 for each day of the violation or imprisonment for not more than two years, or both. (T. 10 VSA, Section 6003). I understand there is to be no site work or construction commenced on this project until a written Land Use Permit is issued. I further understand that verbal indication that a Land Use Permit may be issued does not constitute authorization to commence construction. Applicant's Signature Date THIS NOTICE MUST BE EXECUTED AND RETURNED WITH YOUR LAND USE APPLICATION. CC-EB -83 vermbnt Gas P.O. Box 467, Burlington, Vermont 05402 W%at_ November 20, 1984 Roger Dickenson Fitzpatrick -Llewellyn, Inc. 15 Brickyard Road Essex Junction, Vermont 05452 Dear Roger: In regard to the proposed commercial sub -division located on Route #7, South Burlington (Fassette's Property *), please be advised that we have natural gas available at this location. We understand that three commercial structures of 5000 to 6000 square feet will be erected. We can serve these additional loads without affecting our present firm customers. If we can be of further assistance, please call. Very truly yours, VERMONT GAS SYSTEMS, INC. Michael J. Poirier ,Commercial Sales Manager P/H * Fassette Properties 0 Vermont Gas Systems, Inc. City of South Burlington WATER DEPARTMENT 403 QUEEN CITY PARK ROAD SOUTH BURLINGTON, VERMONT 05403 TEL. 864-4361 Mr. Lance Llewellyn Fitzpatrick, Llewellyn, Inc. One Wentworth Drive Williston, Vermont 05495 c D FitzPatnck-Llewe�lly/nJ�� O �C9O V L� DEC 8 IM December 7, 1987 RE: Frank Allocca Property - Proposed Car Dealership on Shelburne Road Dear Mr. Llewellyn, The above referenced project with an estimated daily demand of 500 gallons will not place a burden on or hamper the South Burlington Water Department from providing service to its existing customers. Sincerely, SOUTH BURLINGTON WATER DEPARTMENT Susan A. Messina Superintendent A--- � VJ STATE OF VERMONT yyr�A t M AGENCY OF DEVELOPMENT AND COMMUNITY AFFAIRS MONTPELIER, VERMONT 05602 " `t DEPARTMENTS OF: Economic Development 828-3221 Housing & Community Affairs 828-3217 OFFICE OF THE SECR_F_TARV I902.1 R2R-3211 ELBERT G. MOULTON, SECRETARY November 23, 1987 DIVISIONS OF: Administration 828-3231 NO\I n r �98 nn� Historic Preservation 828-3226 V L Vermont Travel Division 828-3236 Film Bureau 828-3236 Vermont Life Magazine 828-3241 Barbara Skye Fitzpatrick -Llewellyn. Incorporated One Wentworth Drive Williston, VT 05495 Re: Frank Alloca property, South Burlington. Pre -Act 250. Dear Ms. Skye: Thank you for the opportunity to comment on the above - referenced project. The Division has reviewed this under- taking for purposes of Criterion 8, 10 V.S.A. Chapter 151 (Act 250). The proposed project will not have an undue adverse effect on any historic or archeological properties that are listed on or that may be eligible for inclusion in the State or National Registers of Historic Places. Sincerely, DIVISION FOR HI ORIC PRESERVATION fIx 9� Eric Gilbertson Director/State Historic Preservation Officer EG/DC/gmm M E M O R A N D U M To: South Burlington Planning Commission From: James Goddette, Chief Fire Re: October 13, 1987 agenda items D a L e f�lJ(7..4Vue'-w�7, i�o 7 3 CFRANK ALLOCCA/PROPERTY, 1795 SHELBURNE ROAD Oniy problem I see at this time is that a better arrangement is needed for circulation within the parking lot for emergency equipment. 4) MR. ALLEN BERARD, ETHAN ALLEN DRIVE I do not see a problem with this addition. 5) FRANK NAEF, 1908 AIRPORT PARKING Only problem I see at this time is the driveway around the property does not meet code for access of emergency equipment and I do not feel it would be approved by the State. 1 PLANNING COMMISSION OCT, 13 OCTOBER 1987 PAGE 4 - 2. Site plan application oftFrank Allocca for construction of A 9750 sq.. ft. building for automobile sales and service at i795 Shelburne Rd.'(Fassetts lot 42 Members debated whether to hear the application as it has not yet been approved by the Zoning Board but did agree to hear it. Mr. Llewellyn noted that Mr. Allocca owns both lots 2 & 3 and that a single curb cut will serve both lots. There are 95 parking spaces for storage, display and service vehicles. The sewer will be public with a pumping station between the 2 lots. Storm water is picked up in a catch ..)basin and goes to the existing system on Bouyea's land. There is a 500 gpd sewer allocation. Coverage is 69.9% with 70% allowable. Mr. Belter asked if Mr. Allocca would agree not to park cars on lot V . Mr. Allocca said he would agree to that. Mrs. Hurd said she was bothered by the 41 peak hour trip ends. Mr. Ward said it is allowed. Mr. Allocca said he doubted he would see that much'peak hour traffic. Mr. Burgess moved that the Planning Commission approve the site plan application of Frank Allocca for Intercar Incorpor- ated as depicted on a 5 page set of plans entitled "Frank Allocca property _ Site Plan, Fassetts Bakery, lot 2, Shelburne Road" prepared by Fitzpatrick -Llewellyn dated September, 1987, stamp dated October 5, 1987 with the following stipulations: 1. A $14,000 landscaping bond shall be posted prior to permit 2. Zoning Board of Adjustment approval shall be obtained prior to permit. 3. The results of the erosion control study from Heindel & Nuyse shall be submitted to the City Engineer for approval prior to permit. The recommendations in that study for stormwater runoff and erosion control shall be followed by the applicant. 4. A $1155 contribution to the Shelburne Rd. intersection improvement fund shall be paid prior to permit based on the 45 peak hour trip ends generated by the development. 5. A 500 gpd sewer allocation is granted. The applicant shall pay the $2.50 per gallon —fee prior to permit. 6.'Sidewalk shall be constructed in a manner accepted by the City Engineer. 7. The site plan shall show 20 designated employee and customer parkins{ spaces._ 8. The building permit shall be obtained within 6 months or this approval is null and void. Mr. Belter seconded. Motion passed 4-0 with Mrs. Maher and Mrs. Hurd abstaining. 7 i FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services One Wentworth Drive • Williston • Vermont • 05495 • (802) 878-3000 22 December i9i37 Mr. Frank Alloca Intercar Incorporated Route 206 Newton, New Jersey 07860 RE: Traffic Impact Evaluation - Proposed Auto Dealership Lot #2 - Fassetts Bakery Subdivision Shelburne Road - South Burlington, Vermont FILE: 87111 Dear Mr. Alloca: As requested, we have evaluated future traffic operations at the proposed access of the above -referenced Project onto Shelburne Road. This Project is to develop Lot #2 of a previously approved commercial subdivision as a 9,•750 square foot auto dealership. Access onto Shelburne Road will be shared with Lot #3, which is located immediately to the north of this parcel. Lot #3 had received state and local approvals to construct a retail building on it, but those approvals have expired and the lot remains undeveloped. We understand that there are no plans at the present to develop Lot 03. An estimate of the traffic generation of this proposed use was developed through the use of trip generation rates compiled by the Institute of Transportation Engineers. Specifically, Land Use Category 841 - New Car Sale was used to estimate this Project's vehicular trip generation. Table 1 presents the results of those calculations. TABLE 1 PROJECTED VEHICULAR TRIP GENERATION Average Weekday Vehicle Trip Ends A.M. Peak Hour Enter Exit Total P.M. Peak Hour Enter Exit Total 463 vte/day 16 22 38 vte/hour 19 26 45 vte/hour Design • Inspection • Studies • Permitting a Surveying Mr. Frank Alloca FILE: 87111 22 December 1987 Page Two The impact of this additional traffic at the proposed access onto Shelburne Road was determined by performing a capacity analysis of the proposed uiisigiializcd intersr=ction during projected 1990 design hour conditions. The design hour represents the 30th highest hourly traffic volume on an annual basis. That volume (DHV) is used as a design parameter and to evaluate the sufficiency of roadways and intersections. In urbanized areas, such as this, the DHV typically occurs during a weekday P.M. peak hour. Because both adjacent street traffic and this Project's trip generation are anticipated to peak concurrently, the capacity analysis was performed using projected P.M. peak hour volumes and directional patterns during that period. Projected 1990 design hour volumes were obtained from a report entitled "Traffic Systems Management Study, JHK & Associates, July 1987". Table 2 outlines the results of the intersection capacity analysis. Detailed calculations are included as Appendix A. TABLE 2 1990 DHV LEVELS OF SERVICE L.O.S. SHELBURNE ROAD Northbound left -turn C LOTS #2 & 3 ACCESS Eastbound left and right -turns E In urban areas, such as this, local streets and intersections are generally designed to maintain Level of Service (L.O.S.) D conditions. Arterial streets (Shelburne Road) however, are generally designed to maintain L.O.S. C. Unsignalized intersections of local streets with arterial streets often experience operational problems because of high major street traffic flows and the corresponding lack of acceptable gaps for minor street traffic. In such cases, L.O.S. E is often encountered on the minor street approaches. Improvement of the intersection, in the form of channelization and/or lane use controls, is usually not warranted until conditions on the minor street approach drop to L.O.S. F. Future improvement of traffic conditions in this immediate area include several projects. The first, scheduled for construction in the forthcoming months, is the installation of traffic signals at Allen Road and Pine, Haven Shore Road, both to the south of this Project. The impact of those signals will be to increase the number and lengths of gaps in northbound traffic on Shelburne Road at this location. FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services Mr. Frank Alloca FILE: B7111 22 December 1997 Page Three A second project, anticipated within the next year or two, is widening of Shelburne Road to three lanes in this immediate area, and to construct other widening to the north of this Project. For the most part, that is a short-term improvement which will have limited impacts on traffic flow conditions. The third project i,s to widen Shelburne Road in this immediate area to four lanes with a median. This is a long-term project which is presently in the planning stages. It is likely not to see construction until 1992 or later. Its impact on traffic conditions at this location will be to eliminate all left -turning traffic both on Shelburne Road and on the minor street approach. Analysis of future traffic conditions, after completion of the third project described above, indicates that the Level of Service encountered by traffic exiting this access onto Shelburne Road will be L.O.S. A. Based on the above analyses, it is our conclusion that this Project will not create a significant adverse impact on existing traffic conditions in this immediate area. Should you have any questions concerning the above, or if we may be of additional assistance, please feel free to contact us. Sincerely, FIT2PATRICK-LLEWELLYN INCORPORATED Rog Dickinson, P.E. cc w/encls. William Fisk, Vermont Agency of Transportation RJD:amov FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services APPENDIX A 1990 DHV INTERSECTION CAPACITY ANALYSIS SHELBURNE ROAD/LOTS #2 &3 ACCESS FITZPATRICK-LLEWELLYN INCORPORATED Engineering and Planning Services � l � 1985 HCM: UNSIGNALIZED INTERSECTIONS Page-1 ********************************************************************* IDENTIFYING INFORMATION _____________________________________________________________________ AVERAGE RUNNING SPEED, MAJOR STREET.............. 35 PEAK HOUR FACTOR........................'........ 1 AREA POPULATION......................',.......... 50000 NAME OF THE EAST/WEST STREET...'...''........'... LOT 2 NAME OF THE NORTH/SOUTH STREET ............. a..... SHELBURNE ROAD NAME OF THE ANALYST .^^^^^.^^....^^^..........'... R. DICKINSON DATE OF THE ANALYSIS (mm/dd/yy),.'.,',........... 12/09/87 TIME PERIOD ANALYZED...,.'.'....'.,..'....,.'.... 1990 DHV W/ PROJECT INTERSECTION TYPE AND CONTROL --------------------------- __________________________________________ INTERSECTION TYPE: T—INTERSECTION MAJOR STREET DIRECTION: NORTH/SOUTH CONTROL TYPE EASTBOUND: STOP SIGN TRAFFIC VOLUMES _____________________________________________________________________ EB WB NO SB LEFT 22 THRU 0 -- 1137 1440 RIGHT 4 -- 0 16 NUMBER OF LANES _____________________________________________________________________ EB WB NB SB _______ _______ _______ LANES 1 -- 1 1 ADJUSTMENT FACTORS Page-2 PERCENT RIGHT TURN CURB RADIUS (ft) ACCELERATION LANE GRADE _______ ANGLE FOR RIGHT TURNS FOR RIGHT TURNS EASTBOUND 3.00 __________ 90 ________________ 20 ------------------- � WESTBOUND ----- --- --- - NORTHBOUND -1.00 90 SOUTHBOUND 1.00 90 20 ' N VEHICLE COMPOSITION % SU TRUCKS % COMBINATION AND RV`S VEHICLES % MOTORCYCLES ___________ _____________ ---------------- EASTBOUND 0 0 0 WESTBOUND --- --- --- NORTHBOUND 4 3 0 SOUTHBOUND CRITICAL GAPS ---------------------------------------- TABULAR VALUES ADJUSTED . (Table 10-2) VALUE ______________ -------- MINOR RIGHTS EB 5.70 5.70 --------------------------- SIGHT DIST. FINAL ADJUSTMENT CRITICAL GAP ___________ ------------ 0 a 00 5.70 MAJOR LEFTS NB 5.10 5.10 0.00 5.10 MINOR LEFTS EB 6.80 6.80 0.O0 6.80 CAPACITY AND LEVEL -OF -SERVICE Page-3 _____________________________________________________________________ POTEN- ACTUAL FLOW- TIAL MOVEMENT SHARED RESERVE RATE CAPACITY CAPACITY CAPACITY CAPAC1|Y MOVEMENT v(pcph) c (pcph) c (pcph) c' (pcph) c = c - v LOS p M Sid R SH ________ _________ ____________ ____________ ---- MINOR STREET EB LEFT 29 75 74 > 74 > 46 > E. > 82 > 48 >E RIGHT 5 179 179 > 179 > 174 > D MAJOR STREET NB LEFT 3 225 225 225 222 C Wall t3rackets CFL-S Light Distribution �h if r I, 13H Style WH 8tyl Extruded anodized aluminum arm with hand hole, cover D _ I ' and wire Ile rZ J �i; ��... I B i I'Inl / lompered A glassware f —► C �— Cast aluminum back plate, with separate mtg. plate One piece rnulll- formed housing will) an [" Integral steel spine House -side blmensional ball shield BH 14 BH 19 BH 26 A 14' 191, 26" B 7" 10" 12" C 6" 9" 12" D 5" 6" 7" E 7" 10" 12" P Cast aluminum eland -ell mounts C over 'J' Box T D li f Hal tempered glassware One place mu"'- formed aluminum + housing with i an Integral steel spina blmenslonal bala shield WH 14 If 19 WH 26 A 14" 19" 26" B 7" 10—' 12" C5" 6" 7" D 7" 10" 12" Gardco Lighting Ordering 1r.')ormation BH Style Catalog No. Size no►loctor Typo* Lamps 70W, 100W, 15OW H.P. Sodium' BH 14FS 14" CFL-S 100W, 175W Mercury 175W Metal Halide 250W, 40OW H.P. Sodium BH 19FS 191, CFL-S 250V/, 40OW Mercury 250W, 40OW Metal Halide innn%Ar I_I D C-�t��. BH 26FS I 26" I CFL-S I I 1000W Metal Halide WH Style Catalog No. Size flelleclor Type' Lamps 70W, 100W, 15OW H.P. Sodium' WH 14FS 14" CFL-S 100W, 175W Mercury 175W Metal Halide 250W, 40OW H.P. Sodium WH 19FS 191, CFL-S 250W, 40OW Mercury 250W, 40OW Metal Halide 1OOOW H.P. lum WH 26FS 26" Cr-S 1000W Mercury 1000W Metal Halide To order, add abbreviations for ballast voltage, Inmp and finInh to cntnlog number. Reflector Type Primary ballast volingo (120, 208, 240, 277 or 480). Lamp Abbrovintlon Size Prefix WH 19 FS 1 120 40OMH DPA rinish 'Supplied with ballast to operate 55 volt lamp unless spoolflod otherwise. "See Photometric Section (Indexed by Reflector Type, Configurallon and Lnntp). Specifications General Description: Each Gardco 1311 and Wit style wall backet shall be rectilinear cut-off luminaires for high intensity discharge limp(s) totally enclosed, rain -tight, dust -light and corrosion resistant. The lens assembly shall be safely retained in the closed and open positions. Reflector and diffuser shall be easily removable without the use cl tools. BH style brackets shall be provided with a cast aluminum back plate, a separate mounting plate and an extruded anodized aluminum arm having an Integral hand hole and cover for field wiring connections. WH style brackets shall be provided with a cast aluminum one -inch stand-off for mounting over an outlet box. Housings: Sides shall be a one-piece multi -formed aluminum assembly with an integral reinforcing spine and a single concealed joint. Tops shall be press -formed with a returned perimeter flange that shall interlock with the housing sides to provide a continuous weather-proof seal. Lens Frame: The mitered extruded aluminum name shall retain the optically clear, heat and impact resistant, tempered flat glass in a sealed manner using hollow section, high compliance, memory retentive extruded silicone rubber and OCopyright 1977, Gardco Manufacturing Inc. BH-15M-01-777 shall be equipped with ronronlod stnlnloss steel Inlches and hinge phta. Reflector Assembly: 'I hn engntonled optical syslorn ahall be of homogeneous ahoet aluminum, eleclro-chemically brightened, nnodlzod and sealed. The segmented reflectors shall be set In faceted arc Image duplicator patterns to achieve Type CFL-S distributions. Reflectors assemblies shall be equipped with quick disconnects. Lampholder shall be attached to reflector assemblies. Electrical Characteristics: nallast type lamp wattage and rated Input voltage shrill be as indicnlod on the plane. Erich bnllnsl shall be of the separate component type capable of providing reliable lamp starting down to —20OF: shall have power factor better than 0.90 and shall be one of the following: Mercury and Metal Halide Lamp Ballast Regulating Type—medlum rngulnllon auto transformer units shall provide ±5% lamp power regulnllon with a ±10% variation from rated input voltage. High Pressure Sodiurn Lamp Bnllaels Finish: Bronze anodize: BRA Black anodize: BLA (integral color process, see spec.) Bronze painted: DRIP (see spec.) Black painted: BLP (see spec.) Lamp Abbreviations: Mercury: MV High pressure sodium: HPS Metal Halide: MH power regulation with a ±10% variation from rated Input voltage. Component to component wiring within the luminalre shall carry no more than 60 % of rated current and shall be listed by UL for use at 600 VAC at 150'C or higher. Plug disconnects shall be listed by UL for use at 600 VAC, 15 A or higher. Exterior Finishes: Anodized: Each housing shall receive Integral color, Aluminum Association Architectural Class I anodizing (Duranodicie or Kalcolorl) after fabrication. Specify black or bronze. Painted: Aluminum sheets shall be cleaned, etched, rinsed and shall receive a chromate acid pre-treatment followed by two Individually applied coats baked at 425° F consisting of an epoxy undercoat and a final thermosetting polyester finish coat. Normal hardness shall be H-2H on freshly painted surfaces. Surfaces shall be free from flow pattern, streaks, blisters, craters or other surface imperfections. negulnting Type—mnrdltttn Ingulnllon auto Labels: All fixtures shall bear UL Wet Location trannfonner units shall provide -1-10 % lamp and (.B.E.W. Labels. Gardco Lighting Ggrrdco Manufacturing Inc. 2661 Alvarado St., San Leandro, Calif. 94577 Phone 415-357-6900 Form Ten EH Arm Mount Form Ten EH: Arm mounted square architectural luminaires gracefully proportioned and carefully crafted from aluminum extrusions. Corners are precisely mitered and all fasteners i and welds are concealed. Units are available in one-way, two-way and four-way configurations in two sizes ! with Hln ImmPs from 70 to 400 walls. Configurations L t I!-, 2 °-T14 1 j 1J I -) Distribution Patterns Type I el Type FM Type III TypeVSl I�6 Type VO Type VS is not available i in 14 ".Supplied with sag lens, see product details Pg. 17. 91 Ordering Information Prefix Size Configuration Reflector Volts Lamp Finish EH 14" 1 2 4 1 3 0 FM VS 120 208 240 277 480 Refer to Lamp Selector NA BRA BLA EH 1911 Lamp Selector 14" housings 19" housings 70W HPS 25OW HPS 100W HPS 25OW MV t00W MV 250W MH 150W HPS* 40OW HPS 175W MV 40OW MV 175W MH 40OW MH ol v�u NNncu vv. t ua aat to upu1 atu vuu lamp unless specified otherwise. Too Dan interlocks with sides to provide a weatherproof seal Evtrudad dedalu icuvar8 � A with -hole, ove,um & wire Ire/ Extruded aluminum T - housing weh mitered ners ; concealed fasteners ed lade and welds D A Pole bolster Plate with swain -relief Easily -removable Silicone C hinged door and field rotatable reflector gaskets Flat tempered glassware Example RetlectorType Primary Ballast Configuration Voltage I FF-Lamp EH 19 2 3 120 40OMH BRA Finish: NA = Natural Anodize BRA = Bronze Anodize BLA = Black Anodize Lamp Abbreviations: MV = Mercury Vapor HPS = High Pressure Sodium MH = Metal Halide Options: AD = Amber Drop Diffuser CD = Clear Drop Diffuser F = Fusing MA = Mast Arm Fitter PC = Photocell (on 480 volt, receptacle only) POLY = Polycarbonate Lens Note: 1. VS Reflector available in-19"-250MH, 400MH, 250HPS, 400HPS. Dimensional Data EH14 EH19 A 14" 19" B 711 101, C Arm Length 610 911 D Arm Height 511 511. No Text w SMALL PYLON FEATURES: AI■•wwl��wi: Cane .a,if�, Qn@rfsd 1 nff mr nnaninne �1•VVVV V••M • MVV •a • ••a/a•aVM —Vaa V. yii ••• •ate Thermo -Formed Red+2283 Acrylic Letters Alucobond Base Cover High -Output Fluorescent Illumination Amperage: 5.8 4 10 Depth 3' ru ..... ..... jh NOTICE OF APPEAL SOUTH BURLINGTON ZONING BOARD OF ADJUSTMENT Name, address and telephone # of applicant .�-ad"ik, 4/YCJcc, _- r Name, address of property owner Property location and description -3 0 I hereby appeal to the Zoning Board of Adjustment for the following: conditional use, variance or decision of the administrative officer. I understand the meetings are held twice a month (second''and fourth Mondays). The legal advertisement must appear a minimum of fifteen (15) days before the hearing. I -agree to pay the hearing fee of $30.00 which is to off -set the cost of the hearing. Hearing Date Signature 9 Appellant Do not write below this line -------------------------=-=----------------------------------------------------------- SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoning.Regulations and Chapter 117, Title 24 V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Burlington Municipal Offices, Conference Room, 575 Dorset Street, South Burlington, Vermont on-777f-s- 144-1 ,, / yS J at 7,' 04J rm (day of wee) (month and date) time to consider the following: Appeal of X,ot seeking/ `"""�"z"Ae-, from Sectionof A � t h e South Burlington Regulations. Request is o , / . 1 for pernifission to ......'�s�`Tt.«L AL .. �at..I'" �"�"i" � i%" .�"'rC "e`., �„�r �f ,,, t ..�N ,.Q,,.�!.r,,a...�r.� ��C��%� �i�4..► +@fir Q..�.t-�.i6i '"" "'•+ p.+�,A / ! f»r.,. """ ,. +f , ,,,,i�"- ..fit rN" /i.. �i � % d� ��%��R� 4o1//,Mam..,, u Pia � oi� ALLOCCA, Frank 1795 Shelburne Road Area zoned C-2 District Section 12.20 Conditional uses - sub section 12.214 automobile sales and service Section 19.05 sub section 19.052 Proposed structure 65' x 150' = 9750 square feet Lot contains 54,000 square feet = 1.2 acres (200' x 270') Proposed 20 employees/customers parking spaces balance display vehicles oo, ! p/ SOUTH BURLINGTON ONING NOTICE In accordance with the South Burlington Zoning Regulations and Chapter 117, Tide 24 V.S.A. the South Burlington Zoning Board of Adjustment will hold a public hearing at the South Bur_ ngton Municipal Offices, Con- ference Room, 575 Dorset Street. South a..r.__.__ on Monday,November 9 87 a• • .monr at 7:00 o M. Io consider the following; * 1. Appeal of Fronk Allocca seeking approval, from Section 12.20, Conditional uses, sub sec- tion 12.214 Automobile soles B service of the South Burlington Regulations. Request is for per. mission to construct a 65' x 150- building, occupying said building as a automobile sales and serv- ice inin l 2 busineacres,slocated attcon -1795 Shel- gg burne Road. *2. Appeal of Gary J. Bourne seeking a variance, from Section 18.00, Dimensional requirement of the South Burlington Regula- tions. Request is for permission to construct a 44' a 50, canopyp.to within seven and one holf 5) feet of the required front yard and a 10' x JS' addition (stor- age and office area) to within I hventy one (21) feet of the re- quired rear yard, at Bourne's Texaco, 760 Shelburne Road. *J' Appeal of Robert Guiduli seeking approval, from Section 10.20, Conditional uses and sec- tion 19.05 extension Of the South Burlington Regulations. Request is for permission to construct an addition containing 660 square feet 10 existing 47,000 square foot structure, d.b. o. Tber Lane Medical Center, 50 Timbimer Lane. Zoning AdmiRichard Ward nistrative Officer October 24, 1987 No Text