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HomeMy WebLinkAboutBATCH - Supplemental - 1120 Shelburne Road (2)Memorandum - Planning September 24, 1996 agenda iems September 20, 1996 Page 5 Coverage/setbacks: Building coverage is 6% (maximum allowed is 30%). Overall coverage is 48% (maximum allowed is 70%). Front yard coverage along Shelburne Road is 20% and along McIntosh Avenue is 20% (maximum allowed is 30%). Setback requirements are met. Parking: This project requires a total of 19 spaces and 30 spaces including two (2) handicapped spaces are being provided. A bike rack will be provided as required. Landscaping: The minimum landscaping requirement, based on building costs, is $6,000 which is being met. Proposed plantings will include Sugar Maple, Red Oak, Honeylocust, Inkberry, Spirea, Lilac and Juniper. The size of the proposed trees should be increased to a minimum of 21 - 3 inches. Traffic: This property is located in Traffic Overlay Zone 2 which allows this property to generate a maximum of 19.5 vte's during the P.M. peak hour. ITE estimates that the existing motel and residence generate 8.48 vte's. The traffic analysis submitted by the applicant (see enclosed) indicates that this project will generate 19 vte's during the P.M. peak hour or 10.52 vte's more than is currently generated. The applicant should be aware that the road impact fee will be approximately $2100. Sewer: The additional sewer allocation needed for this project is 24 gpd. There is currently no reserve capacity available at the Bartlett Bay Wastewater Treatment Facility. The applicant will be placed on a waiting list for available sewer. Until such time as the 24 gpd is available, only 51 seats will be allowed. Sidewalk: Staff recommends that a sidewalk be constructed along the applicant's frontage on McIntosh Avenue. Dumpster: A screened dumpster enclosure will be provided. Lighting: Exterior lighting will consist of the following: --- three (3) 250 watt metal halide lamps with downcasting shielded fixtures mounted on 20 foot poles. --- 26-150 watt incandescent lamps with downcasting fixtures mounted on the building. 5 Memorandum - Planning September 24, 1996 agenda items September 20, 1996 Page 4 northern portion of the underground parking garage and the parking area located on the west side of the retail/restaurant building. Also, the eleven (11) stacking units were never installed. A portion of the parking area located on the west side of the retail/restaurant/indoor recreation building is located within the C.O. District. This proposal would modify this parking area so it is entirely out of the C.O. District. Landscaping: The applicant should submit an "as -built" landscaping plan for the commercial portion of the L&M Park project. Dumpster: A portion of the dumpster storage area is located in the C.O. District. This proposal would remove the dumpster area from the C.O. District. All dumpsters and trash containers should be placed within the screened dumpster enclosure. 6) MCINTOSH PARTNERS - DELI/BAKERY - SITE PLAN This project consists of: 1) razing a 12 unit motel and residence, and 2) constructing a 2150 square foot deli/bakery with 52 seats. This property located at 1120 Shelburne Road lies within the Cl District. It is bounded on the north by a service station, on the east by two (2) single family residences, on the west by Shelburne Road, and on the south by McIntosh Avenue. Access/circulation: Access is proposed to be provided by two (2) ingress and egress curb cuts. A 20 foot wide curb cut on Shelburne Road located approximately 100 feet from the Shelburne Road/McIntosh signalized intersection. This curb cut replaces an existing curb cut which is 75 feet from the intersection. Section 26.103(d) of the zoning regulations requires that driveways be located more than 200 feet from signalized intersections. The other curb cut will be 24 feet wide and it will be located on McIntosh Avenue over 200 feet from the signalized intersection. Staff recommends that the curb -cut on Shelburne Road be eliminated. All access should be from McIntosh Avenue which is a signalized side street. Also, eliminating the curb -cut on Shelburne Road would bring the property into conformance with Section 26.103(d). Circulation on the site is adequate. 4 MEMORANDUM TO: South Burlington Planning Commission FROM: Joe Weith, City Planner RE: October 15, 1996 Agenda Items DATE: October 11, 1996 1) MCINTOSH PARTNERS - DELI/BAKERY - SITE PLAN This application was continued from the 9/24/96 meeting in order to allow the applicant to make changes to access and circulation. Enclosed is a revised plan. Also enclosed is the staff memo from that meeting. The meeting minutes are not yet available. This memo addresses the changes made to the plan. Access/circulation: The applicant is proposing a 16 foot wide right -turn entrance only curb cut on Shelburne Road in addition to the full service curb cut on McIntosh Avenue. The Shelburne Road curb cut will be located approximately 77 feet from the McIntosh Avenue intersection. The applicant is also proposing to widen McIntosh Avenue by 3.5 feet on the north side to create a 30 foot wide road. It is still staffs recommendation that all access be served by McIntosh Avenue which is a signalized intersection. This is a good opportunity to promote the City's policy of removing unnecessary driveways along high volume arterial roadways such as Shelburne Road, especially driveways which do not meet the requirement for a minimum 200 foot separation from signalized intersections. Studies have consistently shown that as the number of driveways increase along a high volume arterial roadways, the accident rate increases. This is due to the conflicts caused by vehicles slowing down to make or complete a turn with those vehicles that are continuing through and not slowing down. A concern was raised at the last meeting that because McIntosh Avenue has a somewhat "residential" appearance, some customers would not know to turn onto McIntosh Avenue to access the property. With the development of this property as proposed, this portion of McIntosh Avenue will take on a much more "commercial" look. In addition, the City would support further improvements to the road including increasing the radii to 35' and even widening the road to accommodate a separate right turn lane and left turn/thru lane. Parking: The project requires 19 spaces and 28 are proposed. The notes section of the plan indicates that 30 spaces are proposed. Memorandum - Planning Commission October 15, 1996 Agenda Items October 11, 1996 This should be corrected. Sewer: Additional sewer allocation needed is 24 gpd. There is currently sufficient capacity to accommodate this additional allocation. Sidewalk: The revised plan shows a new sidewalk along McIntosh Avenue as recommended by staff. 3) ZONING AMENDMENT - EXTENDED STAY HOTELS The Council has sent the proposed amendment to allow extended stay hotels in the Central District 3 subzone back to the Commission for additional work. Enclosed as Exhibit C is the definition of Extended Stay Hotel as originally approved by the Commission. Also included in Exhibit C is a proposed definition which I believe should satisfy the concerns expressed by the Council. There have been a number of concerns expressed regarding the proposed definition. On one end of the concern spectrum is the desire that these facilities be more residential in nature and therefore not be either a full service hotel (with restaurant, lounge and banquet facilities) or a motel with a hot plate. Therefore, an attempt was made encourage a more residential use with a requirement for a full kitchen and a separate bedroom in each unit and a prohibition against restaurants, lounges and large banquet rooms. On the other end of the concern spectrum is the fear that if the business fails, these residential type units will be converted to residential use (apartments or condos) and the City will be left with a residential complex that does not comply with the City's residential standards in terms of density, minimum unit size and parking. This latter concern seemed to be the major concern expressed by the Council. The revised definition attempts to satisfy the latter concern several ways. First, we propose to include a limit (15%) on the number of units with more than one bedroom. This will discourage the use by larger families with more than one car. Secondly, we propose to add a limit to how long an individual can stay at the hotel - a maximum of 6 months in any calendar year. This basically defines what is meant by a temporary residence verses a permanent residence. Therefore, if it is ever reported that it appears the hotel is being converted to an apartment complex, the City can L A�OUREUX, STONE & O'LEA►. Consulting Engineers and Land Surveyors 14 Morse Drive Essex Junction, Vermont05452 November 7, 1996 Mr. Raymond J. Belair, Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Bruegger's Bagel Bakery 1120 Shelburne Road - South Burlington Dear Ray: (802) 878-4450 Fax (802) 878-3135 We are writing to request that the site plan and conditional use applications for the above - referenced project be withdrawn. We thank you for your assistance, and look forward to working with you again in the near future. Sincerely, Ro r Dickinson, P.E. cc. Steve Rooney IJVAR v GE R\05037'8 E L. R.1 D Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 October 28, 1996 Roger Dickinson Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Deli -Bakery, 1120 Shelburne Road Dear Mr. Dickinson: ZONING ADMINISTRATOR 658-7958 Enclosed is a copy of the September 24, 1996 Planning Commission meeting minutes. If you have any que ions, please give me a call. i cere y J e Weith, C ty Planner JW/mcp 1 Encl PLANNING COMMISSION 24 SEPTEMBER 1996 PAGE 3 Mr. Burgess noted that the staff comments indicate an accessory building is also being moved. Ms. Booska said it is being moved in order to keep a portion of it out of the buffer zone. Mr. Trudell noted they have lost 1 parking space in order to allow 2 cars to pass when a truck is there. No issues were raised. Mr. Crow moved the PlanninqCommission approve the site Man a -placation of Adelphia Communications Corporation to amend a site plan approved on August 27, 1996 to: 1) construct a 13,400 sq ft. addition to a 4,888 sq. ft. office building 2) construct a 5,000 sq. ft. storage building, and 3) extend the deadline for the removal of a temporary office trailer to April 1 1997 The amendment is to make minor site modifications to reduce the impact on wetland and wetland buffer areas, 106 Kimball Avenue as depicted on a five page set of plans, page one entitled "Adelphia Cable Communications, Kimball Avenue South Burlington VT," prepared by Trudell Consulting Engineers Inc dated 9/12/96, with the following stipulations: 1. All previous approvals and stipulations which are not super- seded by this approval shall remain in effect. 2. The Planning Commissionapproves the encroachment of portions of the parking area and accessory building within the C.O. District as provided under Section 3.50 of the zoning regula- tions. It is the Commission's determination that the proposed encroachment into the C.O. District will not significantly affect adversely the attributes contained in Section 3.50(a)-(e) of the South Burlington Zoning regulations. 3. The applicant shall obtain a zoning permit within six months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 4. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to occupancy of the new building. 5. Any change to the site plan shall require approval by the South Burlington Planning Commission. Mr. Teeson seconded. The motion was then passed unanimously. 5. Site plan application of McIntosh Partners for a project consisting of 1) razing a 12-unit motel and residence, and 2) constructing a 2150 sq. ft. deli -bakery with 52 seats, 1120 Shelburne Rd: PLANNING COMMISSION 24 SEPTEMBER 1996 PAGE 4 Messrs. Crow and O'Rourke stepped down due to a conflict of interest. Mr. Rooney said the Brueggers Bakery is planning a bagel/deli shop selling made to order sandwiches, soup, etc. The location is across Shelburne Rd. from MacDonalds. Most of their business is between 7 am and 2 pm. The peak hour traffic fits the overlay district. The original application had another tenant with more parking. They had been trying to use the existing curb cut to separate customers and deliveries. They have added a curb cut on McIntosh as a relief valve, so customers can use the controlled intersection. Mr. Rooney noted they had brought the original plan to Mr. Weith and he had stated a preference for location of the building and also for their not to be a Shelburne Rd. curb cut, if possible. They then tried numerous scenarios. In order to make the site work for the customer, they felt it best to bring the dual access plan to the Commission, showing the building brought up to the street and with parking in the rear. They would like to have the main entrance visible to customers. Mr. Rooney indicated they would try not to remove a large part of the tall tree line in back of the property. Mr. Teeson asked why they didn't consider a right turn in and out for the Shelburne Rd. access. Mr. Rooney said they felt people coming from the north would have to figure out how to get into the property. Mr Teeson replied they would only have to go 75 ft. and enter via a controlled intersection as opposed to making an unsafe turn at a non -controlled location. Mr. Teeson said he -would not mind the curb cut if it were right turn in and out only. Mr. Dinklage questioned whether that could be enforced. He noted the city takes every opportunity it can to close curb cuts on Shelburne Rd. He strongly urged closing the curb cut. Mr. Burgess agrees, especially since it is so close to a signalized intersection. Mr. Rooney asked if there would be some leeway to get some parking on McIntosh and sliding the access close to the intersection or even to having a right turn out only onto Shelburne Rd. Mr. Badin felt it was safer to have access off the main road for cars coming from the south and to have cars exit only onto McIntosh. He said Brueggers can't compete otherwise. Mr. Dinklage noted the site may not always be Brueggers and could be PLANNING COMMISSION 24 SEPTEMBER 1996 PAGE 5 a bigger use combined with other uses. Mr. Dickinson suggested angling the drive so it is right turn in only. Mr. Dinklage said the whole concept of smooth traffic flow is to minimize the number of points where someone would make an unexpected quick turning movement. Mr. Burgess said he would be more sympathetic to a right turn in only, but he agreed with Mr. Dinklage that any turn is less safe. Mr. Teeson said he would like to see a plan with a right turn in only. It would have to absolutely prevent any other turning movement. Mr. Beaudin noted the right turn in at Grand Union on Shelburne Rd. precludes any other movement, but he would also like to see a plan for this location. Mr. Patrue asked for a motion now with a condition for a right turn in only. Mr. Burgess said that could not happen tonight before the Commission can see such a plan that the Commission may or may not approve. Members agreed to hear the proposed plan on 15 October before the work session. Mr. Beaudin noted that Denny's seems to work very well with no access on Shelburne Rd. He felt that good signage could make it obvious where the entrance is. Mr Burgess asked why there are 30 parking spaces shown when only 19 are required. Mr. Rooney felt that Brueggers falls between a fast food and a quality restaurant and thus needs more parking that a standard restaurant. -Mr. Dinklage noted the applicant would have to meet all the staff concerns. Mr. Rooney said the proposed sidewalk would lead into the neighbor's backyard and they would have to take down a tree line. Mr. Weith said the plan is to have it on the north side of the street. Mr. Dinklage moved to continue the application until 15 October. Mr. Beaudin seconded. Motion passed. Messrs. Crow and O'Rourke rejoined the Commission. 7. Sketch Plan application of Alexander Lewis to construct a 9270 sq. ft. auto service facility on a lot containing a commercial complex of 19,440 sq. ft. for auto sales and service, 1301-1325 Shelburne Rd: Mr. Horton showed the existing auto facilities. The plan is to eliminate 2 Shelburne Road curb cuts. They are not sure what the FINDINGS OF FACT & DECISION STATE OF VERMONT COUNTY OF CHITTENDEN CITY OF SOUTH BURLINGTON Re: Findings of Fact, application of University Mall Realty Trust to amend a previously approved planned unit development consisting of a 525,100 square foot shopping center and drive -through bank facility. The amendment consists of the following: 1) construct a 111,392 square foot GLA addition to the main building, 2) construct a 990 space multi -level parking structure, and 3) acquire a 1.7 acre adjoining parcel, raze a single family dwelling and construct a 15,469 square foot automotive center, University Mall, 155 Dorset Street. On the 17th Day of September, 1996, the South Burlington Planning Commission approved the request of University Mall Realty Trust for preliminary plat approval under Section 203 of the South Burlington Subdivision Regulations based on the following findings: 1. This project consists of amending a previously approved planned unit development consisting of a 525,100 square foot shopping center and drive -through bank facility. The amendment consists of the following: 1) construct a 111,392 square foot GLA addition to the main building, 2) construct a 990 space multi -level parking structure, and 3) acquire a 1.7 acre adjoining parcel, raze a single family dwelling and construct a 15,469 square foot automotive service center, University Mall. The sketch plan was reviewed on 2/27/96. 2. This property located at 155 Dorset Street lies within the Cl and CO Districts. It is bounded on the north by a motel/restaurant, on the west by I-89, on the east by Dorset Street and on the south by single family residences. 3. Access/circulation: Access is currently provided by two (2) signalized curb cuts serving the shopping center and one (1) signalized curb cut serving the drive -through bank. Applicant is proposing a right -turn entrance only driveway just north of the Chittenden Bank. This drive will comply with the requirement for a minimum 200 foot separation from signalized intersections (Section 26.103(d) of the zoning regulations). Section 12.403(b) of the zoning regulations requires a minimum separation of 400 feet between entrances to PUD's on either side of a public street. Both University Mall and 100 Dorset Street are PUD's. The Planning Commission has the authority to waive the 400 foot separation requirement between PUD entrances if the Planning Commission finds that limitations of the site cause unusual hardship. The Planning Commission finds that the limitations of the site justify waiving the 400 separation requirement between PUD entrances. 4. In the parking structure, the furthest parking space from a stairwell is 190 feet. Several sources recommended no more than 200 feet. The furthest space from an elevator is 328 feet, sources recommend a maximum of 350 feet. 5. Coverage/setbacks: Building coverage is 29.9% (maximum allowed is 30%). This percentage does include the parking structure which should be included in the building coverage calculations. Overall coverage is 68.7% (maximum allowed is 70%). Front yard coverage is being reduced from 39.5% to 37.5% (maximum allowed is 30%). Setback requirements are met. 6. Landscaping: The minimum landscaping requirement, based on building costs, is $107,500 which is not being met. Proposed landscaping is $22,510 short of the minimum requirement. Staff recommended the following: 1) a row of trees along the U-Mall entrance road in front of the auto service center, 2) larger plant species throughout the site, in particular, proposed size of decidous trees should be increased to a minimum 21" - 3" caliper, and 3) a row of trees in the new curbed area along the western limit of the former Gleason parcel. 7. Parking: A total of 3383 parking spaces are required and 3160 spaces will be provided including 47 handicapped spaces (990 spaces in the parking structure and 2170 surface spaces). This represents a 223 space or 6.6 % shortfall. Two (2) additional bike racks will be provided. The City's required parking ratio is 5.5 spaces/1000 square feet gla. The applicant is proposing 5.2 spaces/1000 square feet gla. The Urban Land Institute recommends 5.0 spaces/1000 square feet gla. The International Council of Shopping Centers recommends 4.8 spa.ces/1000 square feet gla. Based on this data, it appears the proposed number of spaces will be adequate. 8. Sewer: The additional sewer allocation requested is 4798 gpd. The applicant will be required to pay the per gallon fee prior to permit. 9. C.O. District: The proposed addition no longer encroaches into the C.O. District along the I-89 r.o.w. as was the case at sketch plan review. The existing coverage along the interstate corridor in the C.O. Distract will decrease from 47.2% to 45.8%. 10. A portion of the automotive service center will encroach into the C.O. District wetland buffer area. The Planning Commission may allow this encroachment under Section 3.503 of the zoning regulations if the encroachment will not significantly affect adversely the attributes provided in Section 3.503(a)-(e). The Natural Resources Committee reviewed this project and opposes the encroachment. The applicant has submitted a report addressing criteria (a)-(e) which indicates that these criteria will not be adversely affected. 2 11. Building height: The proposed department store addition will meet the 35 foot height limitation for a flat roofed structure. The stairwell and elevator areas for the proposed parking structure will exceed the 35 foot height limitations by four (4) feet. The pole lights on the top deck of the parking structure will exceed the 35 foot height limit by nine (9) feet for a total of 44 feet. The HVAC units on the building addition will exceed the 35 foot height limitation by eight (8) feet. 12. The Planning Commission may allow an increase in height up to 45 feet if the Commission determines that a taller structure meets the following criteria contained in Section 25.113(b)(i) - (iii) of the zoning regulations: (i) Will utilize topography and will relate to other existing and proposed structures so as to be aesthetically compatible with the neighborhood; (ii) will not detract from scenic views of adjacent properties or public streets and walkways; and (iii) will allow retention of additional green space that will enhance the appearance of the developed property. Section 25.113(c) of the zoning regulations requires additional setbacks for each foot of additional height. This requirement is being met. 13. Traffic: The applicant submitted a traffic analysis which assesses the impact of a 111,392 square foot shopping center expansion and a 15,469 auto service center. The analysis covered the following intersections: o Dorset Street/Williston Road o Dorset Street/U-Mall north/Corporate Way o Dorset Street/U-Mall south o Dorset Street/Kennedy Drive o I-89 northbound off-ramp/Williston Road east o I-89 southbound off-ramp/Williston Road east o Dorset Street/100 Dorset Street/Chittenden Bank o Dorset Street/Dorset Square o Patchen Road/Hinesburg Road/Williston Road The analysis indicates that the above referenced intersections will operate at a LOS D or better in the year 2003 with the project. The traffic impact analysis concludes that "no unusual traffic impacts can be attributed to the additional trips that are generated by the proposed fourth department store and auto service at University Mall." 3 14. The Planning Commission still has concerns with regards to the safety of weaving movements on the southbound segment of Dorset Street between Williston Road and the new north entrance to the Mall. The applicant should submit a traffic safety study for this southbound segment within 15 months after the opening of the new north entrance. This study should provide accident data for the one (1) year period following the opening of the new north entrance and should compare that data to accident data for preceding periods of the same segment, in its current configuration. 15. Lighting: Additional exterior lighting will consist of the following: --- twelve (12) 30 foot high poles with two (2) 400 watt metal halide lamps with downcasting shielded fixtures. --- four (4) 30 foot high poles with one (1) 400 watt metal halide lamp with downcasting shielded fixtures. The proposed pole lights exceed the 20 foot height limitation in the Performance Standards. Details of any building mounted lights should be approved by the City Planner prior to permit issuance. A point by point lighting plan should be submitted for the entire site. 16. Dumpster: The dumpster storage area at the automotive service center will be screened. The applicant should show all dumpster/compactor storage areas on the property and show how they will be screened. 17. Other: --- the survey plats should show the Hedman property as to be merged with the rest of U-Mall property. DECISION & CONDITIONS Based on the above Findings of Fact, the South Burlington Planning Commission approves the preliminary plat application of University Mall Realty Trust to amend a previously approved planned unit development consisting of a 525,100 square foot shopping center and drive -through bank facility. The amendment consists of the following: 1) construct a 111,392 square foot GLA addition to the main building, 2) construct a 990 space multi -level parking structure, and 3) acquire an 1.7 acre adjoining parcel, raze a single family dwelling and construct a 15,469 square foot automotive center, University Mall, 155 Dorset Street, as depicted on a 21 page set of plans, sheet 1 of 15 entitled "Overall Site Plan, Proposed Expansion University Mall, 155 Dorset Street, South Burlington," prepared by Pinkham Engineering Associates, Inc., dated 5/21/96, last revised 8/5/96 with the following stipulations: 4 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. Prior to final plat submittal, the plans shall be revised as follows: a) The landscape plans shall be revised to show the following: (i) a row of trees along the University Mall entrance road in front of the auto service center, (ii) a row of trees in the new curbed area along the western limit of the former Gleason parcel. (iii) larger plant species throughout the site, in particular, proposed size of deciduous trees shall be increased to a minimum 2z" - 3" caliper. b) Sheets Al - A4 shall be revised to show the new parking and circulation layout for the parking structure. c) The plans shall be revised to show all dumpster/compactor storage areas on the property properly screened with the type of screening noted on the plan. d) The survey plats shall show the Hedman property merged with the rest of the University Mall property. e) The plans shall show proposed location of relocated overhead signs, or new location of proposed entrance drive, whichever option is decided upon. f ) Sheet 4 of 15 shall show a new location for any Dorset Street "Street trees" which may need to be moved in order to accommodate the new entrance drive. 3. Prior to issuance of a zoning permit, the applicant shall post a $107,500 landscape bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 4. The Planning Commission grants a sewer allocation of 4798 gpd. The applicant shall pay the per gallon fee prior to issuance of a permit. 5. All new exterior lighting shall consist of downcasting shielded fixtures so as not to cast light beyond the property line. Any changes in lighting shall be approved by the City Planner prior to installation. 6. The applicant shall submit a point by point lighting plan for 5 the entire site with the revised final plat submittal. The lighting plan shall show that the maximum average lighting levels shall not exceed three (3) foot candles. 7. Pursuant to Section 26.256(b) of the zoning regulations, the Planning Commission approves a total of 3160 parking spaces which represents a 223 space or 6.6% shortfall. It is the Commission's opinion based on guidelines published by the Urban Land Institute and the International Council of Shopping Centers that the proposed number of spaces will be adequate. 8. Pursuant to Section 3.503 of the zoning regulations, the Planning Commission allows the encroachment of the automotive service center with associated parking into the C.O. District wetland buffer area. It is the Commission's opinion that the attributes provided in Section 3.503(a)-(e) of the zoning regulations will not be adversely affected. 9. Trees shall be located outside of the relocated sewer main easement. 10. The sewer main maximum distance between manholes shall be no more than 300 feet. 11. The water department shall review the water main relocation prior to final plat. 12. Legal documents for the relocated sewer easement shall be submitted to the City Attorney for approval and shall be recorded in the South Burlington land records prior to issuance of a zoning permit. 13. Pursuant to Section 12.406(a) of the zoning regulations, the Planning Commission modifies the provisions of Section 12.403(b) requiring a minimum separation of 400 feet between PUD entrances due to limitations of the site. 14. Pursuant to Section 25.113(b) of the zoning regulations, the Commission approves an increase in height for the parking structure and building addition. For the parking structure, stairwell/elevator towers shall not exceed thirty-nine (39) feet and light poles shall not exceed forty-four (44) feet as shown on sheet A-5. For the building addition, the proposed HVAC units shall not exceed eight (8) feet in height for a total building height of forty-three (43) feet. It is the Commission's opinion that the criteria under Section 25.113(b)(i)-(iii) are being met. 15. Within three (3) months of occupancy of the expanded shopping center and automotive service center, the applicant shall submit to the City for review a signal timing/phasing study for all Dorset Street signals. The applicant shall be responsible for retiming 6 the signals based on the recommendations of the study and as approved by the City. 16. For purposes of calculating required road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the project will generate 379 additional P.M. peak hour trip ends. 17. As expressly represented by the applicant, there shall be no storage or display of tires, batteries or other merchandise outside of the auto service center building. 18. The revised final plat application shall be submitted within 12 months of the preliminary plat approval. 19. Within fifteen months after the opening of the new north entrance, the applicant shall file with the Commission a traffic safety study of the southbound segment of Dorset Street between Williston Road and the new north entrance of the Mall. The study shall provide accident data for the one year period following the opening of the new north entrance and shall compare that data to accident data for preceding periods of the same segment, in its current configuration. 20. The Commission reserves jurisdiction over the project with respect to traffic safety issues; the Commission shall have the right to hold additional hearings and to impose additional approval conditions, including without limitation the right to close the most northern access to said planned unit development, if it determines that unsafe conditions have resulted from the project. 21. Upon expiration or termination of the applicant's lease with Chittenden Bank, or if an opportunity arises upon assignment or renewal or otherwise of said lease, the applicant shall implement certain changes in the access to the Chittenden property and U-Mall property as required by the Commission. Details of these changes shall be finalized at the final plat hearing. Prior to the final plat hearing, the applicant shall submit a copy of the lease to the City for review. 22. Prior to recording the final plat, the applicant shall record a "Notice of Condition" in the South Burlington Land records highlighting conditions under 19, 20, and 21. Chairman or Clerk South Burlington Planning Commission Date 7 LOCUS MAP NTS Q Z Z W m rW Vl T CUT EDGE OF EXISTING PAVEMENT BACK MINIMUM OF 1. CLEAN AND COAT WIN EMULSION PRIOR ro PAWND (SAME AT OIFER ACCESS), NEW DEPRESSED CONCRETE CURB ACROSS ACCESS ISIGNAL STRAIN POLE ' TOP OF FOOTING RIM - 201,78 IV Cp NV. OUT - 197.98 W Z DO m J RIM - 202.25 W ---j 1i W. N - 125.95 NW NV. OUT - 195.90 NEW 4' PVC SEWER SERVICE - MN. SLOPE - 0,021 FL/FT. LOCATE AND VERIFY CONDITION AND ELEVATION OF DISTING SEWER PRIOR TO CONSTRUCTION. THE 1-800-223.A-C4T9O7 R7 SPRIOR 7OO F- 7116-11"-� SHELBURNE RD SPILLANE'S 0 I GAS STATION/ CONVENIENCE I STORE J N/F O SPILLANES I I I I ® I I PAYEDELIC TRANSFORM nQ TRANSDAMER Q PAD OHW -� GAS SERVICE 4' CL OEANOIT (T ` I ��L\ - w McINTOSdt-AVENUE NEW 5' PVC ROOF STORM DRAIN. NK SLOPE - 0.00 Fr./FT. LOCATE AND VERIFY ELEVATION OF EXISTING STORM SEWER PRIOR TO CONSTRICTION. CONVECT 10 DLR'71NG SEWER WIN 15rA' PVC WYE SADOLE. I I I I I I I I I I I I I I �Nw_-tea• 0 LEGEND EXISTING PROPOSED - -5- - $ SEWER - - W. - - W WATER - -ST - - - ST STORM - - G - - G GAS OHW E ELECTRICAL SERVICE ® IN CATCH BASIN UTILITY POLE # # LIGHT POLE ® ■ POST OFFICE MAIL BOX ® CONCRETE SIDEWALK CONCRETE CURBING ROADWAY EDGE 12 oo112 tT TOCKADE FENCE N/F f DDUMPS RSENaosmEE ) DOROTHY I GARAGE BLACK 5 $ o jn7 NEKTON AVE I \ o I 2rt I, GARAGE ti I /19 NEWTON AVE TAPERED \ jj CLNB N �vERNE .ERN 1 P NV. 9 t McDONALD 15'CM • cNp INV. D T8F I SITE PLAN NOTES: OWNER: REGINALD GIGNOUX, VENTURE ONE PARTNERSHIP, LTD., 2127 SHELBURNE ROAD, SHELBURNE, VT 0548Z MAN AGER: NAGER: THE WADHAMS COMPANY, P.O. BOX 562. BURLINGTON, VT 05402. ZONING DISTRICT - COMMERCIAL 1 REQUIRED LOT AREA - 40,000 SQ.FT. ACTUAL LOT AREA - 39.000 SQ.FT. REQUIRED FRONTAGE - 200 FT. ACTUAL FRONTAGE - 130 FT. REQUIRED SETBACKS: FRONT - 50 FT. SIDE - 15 FT. REAR - 30 FT. RESIDENTIAL ZONE - 65 FT. LOT COVERAGE MAXIMUM - 70Y. ACTUAL - 48% BUILDING COVERAGE MAXMUM - 3OX ACTUAL - 6% FRONT YARD COVERAGE MAXIMUM - 30% ACTUAL - 20% ((SHELBURNE ROAD) 20% (MCINTOSH AVE.) PARKING REQUIRED - 27 SPACES + 1 LOADING ACTUAL - 30 SPACES + 1 LOADING APPROVED BY RESOLUTION OF THE PLANNING 2011, COMMISSION OF THE CITY OF SOUTH BURLINGTON. T - 205.61 VERMONT. ON THE _DAY OF , 1996 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF 1996 BY (CLERK OR CHAIRMAN) UP 12 / �- RM - .09 T 12' CMP NV. OUT - DD272AY NV. CUT - 2D4.52 - 2D1.31NFTI 20.55 I ram RIY 205.5- NEW 15, CMp NV. OUi-20.75 I FRIENDLYS N/F GRAPIUC SCALE SHEIBURNE RD G*lrj1184 1 1-4 - 20 0. 10/15/96 MOTION OF APPROVAL MCINTOSH PARTNERS I move the South Burlington Planning Commission approve the site plan application of McIntosh Partners for a project consisting of: 1) razing a 12 unit motel and residence, and 2) constructing a 2150 square foot deli -bakery with 52 seats, 1120 Shelburne Road, as depicted on a four (4) page set of plans, page one (1) entitled, "Bruegger's Bagel Bakery, Shelburne Road, South Burlington," prepared by Lamoureux, Stone & O'Leary Consulting Engineers, Inc., dated 8/28/96, last revised 9/30/96, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The plans shall be revised to show the changes below and shall require approval of the City Planner. Three (3) copies of the approved revised plans shall be submitted to the City Planner prior to permit issuance. a) The site plan shall be revised to eliminate the Shelburne Road curb cut. b) The landscaping plan shall be revised to increase the size of the proposed deciduous trees to 2J - 3 inches. c) The site plan shall be revised to note that 28 parking spaces are provided not 30 as noted in the site plan notes. 3) Prior to issuance of a zoning permit, the applicant shall post a bond to cover the cost of the sidewalk along McIntosh Avenue in an amount approved by the City Engineer. The sidewalk shall be constructed prior to occupancy of the new building. 4) The Commission grants an additional sewer allocation of 24 gpd for the property. The applicant shall pay the required sewer allocation fee prior to issuance of a zoning permit. ) Prior to issuance of a zoning permit, the applicant shall post a $6000 landscape bond. The bond shall remain in effect for three years to assure that the landscaping takes root and has a good chance of surviving. 6) All new exterior lighting shall be downcasting, shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. No Text 7) For purposes of calculating road impact fees under ,the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed use will generate an additional 10.52 vehicle trip ends during the P.M. peak hour. 8) The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9) The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the new building. 10) Any change to the site plan shall require approval by the South Burlington Planning Commission. - �ir1vL 7 D -0-or, /f — "Ve) 6.e�� &Z, 9/24/96 MOTION OF APPROVAL MCINTOSH PARTNERS I move the South Burlington Planning Commission approve the site plan application of McIntosh Partners for a project consisting of: 1) razing a 12 unit motel and residence, and 2) constructing a 2150 square foot deli -bakery with 52 seats, 1120 Shelburne Road, as depicted on a four (4) page set of plans, page one (1) entitled, "Bruegger's Bagel Bakery, Shelburne Road, South Burlington," prepared by Lamoureux, Stone & O'Leary Consulting Engineers, Inc., dated 8/28/96, last revised 9/13/96, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The plans shall be revised to show the changes below and shall require approval of the City Planner. Three (3) copies of the approved revised plans shall be submitted to the City Planner prior to permit issuance. a) The site plan shall be revised to eliminate the Shelburne Road curb cut. b) The landscaping plan shall be revised to increase the size of the proposed deciduous trees to 21 - 3 inches. c) The site plan and landscape plan shall be revised to show a sidewalk along the applicant's frontage on McIntosh Avenue in a location approved by the City Engineer. 3) Prior to issuance of a zoning permit, the applicant shall post a bond to cover the cost of the sidewalk along McIntosh Avenue in an amount approved by the City Engineer. The sidewalk shall be constructed prior to occupancy of the new building. 4) The Commission grants an additional sewer allocation of 24 gpd for the property. The applicant shall pay the required sewer allocation fee prior to issuance of a zoning permit. 5) Prior to issuance of a zoning permit, the applicant shall post a $6000 landscape bond. The bond shall remain in effect for three years to assure that the landscaping takes root and has a good chance of surviving. 6) All new exterior lighting shall be downcasting, shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. 01 7) For purposes of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed use will generate an additional 10.52 vehicle trip ends during the P.M. peak hour. 8) The applicant shall obtain a zoning permit within six (6) months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9) The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to occupancy of the new building. 10) Any change to the site plan shall require approval by the South Burlington Planning Commission. (motionsp) LOCUS MAP N TS t A Z o� Z W Eo � o a W I CUT EDGE OF EMSTNG PAVEMENT BAD( VITH EM OF 1', aEAN AND COAT W(S ME AT - PPodI TO PANNO (SANE AT OTHER AOCES$). NEW OEPRf53D CONCRETE CURB ACROSS ACCESS OF FOOTING RM - 201.7a IS' CMP NV. OUT - 197.08 TINE OONTRACTOR SULL NOTIFY 'aCSAFE' AT 0 -22'S-{977 PRIOR TO N7Y EI�AVA710N. F 1116-1118� SHELBURNE RD SPILLANE'S O I GAS STATION/ CONVENIENCE STORE J N/F I 0 SPILLANES I � I I PAVED r ORAVEL C' / J ElfCTRICAL ^o � � L PAD 4' CLEANOUT (TYPJ { \ \sii c ''"yam-�'\ r , 9 >. \3 r�sEr a �j'■� 1all U MCINTO4%VENUE _— OMWj/) 1,NLE7 a — — — — / w Z CD 0] J w PoM - 202.25 a' W. N - 19590 NOr W. OUT - 195.90 NEW 4' PVC SEWER S]MCE - MN. SLOPE - 0.021 FT./FT. LOCATE AND MMIFY CONDITION AND EIEVATI0N OF EXISTING 1 SEWER PRIM TO CONSTRUCTION. NEW a' PVC ROOF STORM DRAIN. MN SLOPE - 0.021 FT./PT. LOCATE AND VERIFY EIEVA71ON OF EXISTING STORM SEVER PRIM TO CONSTRUCTION. CONNECT TO EXISTING SEVER EF7N 15'w PVC WYE SADDLE. CONNECT P EIaSTINa J CURB 51GP --III RIM - 205.31 r EC 15'NV. N-201.31 NEW IS' NV.IN -201.35 I FRIENDLY'S N /F #1184 SHELBURNE RD s A LEGEND EXISTING PROPOSED — —g-- — $ SEWER — — w — — W WATER — —ST — — ST STORM — — G — — G GAS OHW E ELECTRICAL SERVICE ® ■ CATCH BASIN UTILITY POLE 4 LIGHT POLE ® ■ POST OFFICE MAIL BOX ® CONCRETE SIDEWALK CONCRETE CURBING ROADWAY EDGE p o I� r _ STOCKADESITE PLAN NOTES: 20' z IT FENCE RO oUwsTER ENCLOSURE � DOROTHY I GARAGE I OWNER: REgNALD gGNOUX, VENTURE ONE BLACK PARTNERSHIP, LTD., 2127 SHELBURNE ROAD, SHELBURNE. VT 05482. CONi O _ P.O. BOX MANAGBURUNGt: THE WAD402. COMPANY, P.O. BOX 562, BURLINGTON, VT 05402. \ i f17 NEWTON AVE I ZONING DISTRICT - COMMERCIAL -40 1 REWIRED LOT AREA - 40,000 SQ.FT. ACTUAL LOT AREA - 39.000 SOFT. L REQUIRED, ACTUAL FRONTAGE RONTAGE -1 3 00 . REQUIRED SETBACKS: FRONT - 50 FT. SIDE - ��\\ ❑ \\�?S\\ — — — REAR -13O FT. RESIDENTIAL ZONE - 65 FT. �7R c LOT COVERAGE MAXIMUM - 707. \ I GARAGE ACTUAL = 48X I I ' BUILDING COVERAGE 0 f—) / I I I r — — MAXIMUM - % ACTUAL - 6X f19 NEWTON AVE I FRONT YARD COVERAGE I MAXIMUM - 3O% L I ACTUAL - 2O% SHELBURNE ROAD) 2O%�MCINTOSH AVE.) VPARKING REQUr TAPERED_r ACTUA 30 SPACES + 1 IOADtNGGN�- APPROVED BY RESOLUTION OF THE PUNNING NE N .FAIN _cMCOMMISSION OF THE CITY OF SOUTH BURUNGTON, �7` AC IS CMP NV. GUT - an9.81 VERMONT. ON THE DAY OF, 1996 24• , SUBJECT TO THE REQUIREMENTS AND \ - CONDITIONS OF SAID RESOLUTION. SIGNED TOF THIS DAY OF 1996 BY T (CLERK OR CHAIRMAN) c>.P Nv. OUT - 2oz7z - 7 A awsIN I K NV. OUT . za.sz NEW RIM - 20NV. NEW 1Y O.P WV. OUT.201.75 GRAPHIC SCALE OF ,JU iC 0l453 Imo' 1 loc6 - 20 /t I Z 0 cD Z m O H 8 N SPHAANE'S 1116-1118 SHELBURNE RD GAS STATION/ CONVENIENCE STORE N/F SPILLANES I r-- TRANSPLANTED TREE I / PAYED GRAVEL T • ■ • r , Y ' , r •• „ �lid Fj Mggg ■ zH TBM ELEV.-202.50 (ASSUMED) / SIGNAL STRAIN POLE m TOP OF FOOTING McINTOSd%AVENUE a NV TEMPORARY HAY13AIE — — — DAM EROSS OH CONTROL BARIBEN NUB 300.00' RIM - 205.31 LL1 I "STALL TEMPORARY CATCH Z BASIN ►YET PROTECTION I �J fNIY - 20228 L �-- W 0 o tl I jI FRIENDLYS I i I N/F /1184 SHELBURNE RD PIANTING SCCHDUI/S KEY OVANTITY BOTANICAL NAME COMMON NAME SIZE BEES AS 4 &or eocchorum 'Green Mtn.' 'GREEN MOUNTAIN' SUGAR MAPLE 2" - 2 1/2' OR 3 Ouercue rubra RED OAK Y - 2 1/2' GT 4 GWItNia trloconthoe THORNLESS HONEYLOUST 2- — 2 1/2- SHRU@S. IG 13 Ilex alabro 'o pacta' COMPACT INKBERRY 18* - 24" SB 19 SD1r— bumoldl BUMALDI SPIREA 15" - 24' 'Anothmy Watimw, S! 5 Swinou -foorie ULAC JV 14 JUMP— vraWano UPRIGHT JUNIPER 4' - 5' TILE 0-22 -40 MORE TOTFY •DICSAfE' AT 1-EUO-223-NT7 rNOR 10 ANY E%CAVATIOIL 21Y X 10' STOCKADE FENCE OaAPS1FR ENCLOSURE I r _1 N \ I DORO Y BLACK I GARAGE I I T T_ \ IPF r I \ \ " i /17 NEWTON AVE. \\ I C� L —� O \ \ I J19 NEWTON AVE. z,a L_ I J 1 / ' ` N/F I VERNE JEAN 1\ McDONALD NPF \ � � I �2'JF j2 II NEW CATCH BASIN NEW RIM - 205.5 CUT BAG( DOSTNG HEDGE ALONG MCNTDSH AVDKUE AND REMOVE ANY NEED TREES I GRAPHIC SCALE >e q N q ( IN RQF ) 1 Lneh - 20 1L LEGEND — — —206— — — EXISTING CONTOUR NEW CONTOUR Y Y 1 Y1 EXISTING TREELINE tJlJ1,JlJlJI%J NEW TREEUNE TREE TO BE TRANSPLANTED CDTREE TO BE REMOVED NEW TREE (SEE SCHEDULE) TREE TO REMAIN 2 STRAW TNS'TED 12 GUAGE CAL NRE ENCASED N I. OIA. TRW STREET TREES TO PRONDE a ET (2 TO 3) 2' x Y HARDWOOD'DMVpI BEIYIEiM TIE (,YtOWNC A'D 711E FIRST TREE GRAM CH le FTRIA INTO SUB- ApE oR 10 eAC16TlLY` MIEN REQUIRED (SEE NOTE Ilk STAIR ABOW FIRST BRANd6 PLUMB TREE TRUW (R AS NECESSARY FOR FYN ,.UPPORT; STANCES SHALL BE CAPABLE OF STANDING FIFO) 3" MULCH -Z) HOT T FOR AT LEAST ONE YEAR APPLY AROUID -44< TOM 4• SAUCER CUT AND REMOW CORE _ UNDNSIURBED 5 OOR 1W��N17APP POPFFROSOILM TOP 1/3 OF RDOTBAJL BAp6EL NTH EXCAVATED SOIL BREAK MART EDGE OF AMENDED NTH 5-10-5 FEATUIIR EXCAVATION W/va1¢ AT A RATE OF 10 POUNDS PER CUBIC YARD OF SUE. WATER AND E x exAL OA AND BLEND PLANT MIX NTH EJaSTBIG SOIL TO TAMP TO REMOYE AR POCKETS PRONDE SOrL TRANSTION NOTE' I. PLANT TREE 50 THAT TOP OF ROOT BALL 15 EYEH NTH THE FINISHED CRADG 2. STAKING AS REQUIRED ONLY N SITUATIONS HERE TREES WILL BE SL"CTED TO MOY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. A TIRES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING. 4. EXAMINE ENTIRE TIME AND REMOVE ALL NURSERY TAGS. ROPE STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PFEY4NT GROUND TREE PUNTING NTS APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BURLINGTON, VERMONT. ON THE DAY OF , 1996 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF 1996 BY (CLERK OR CHAIRMAN) 1 0/30/96 1 REVtSED SHELBURNE ROAD ENTRANCE I PLP 9/13/9e 1 REVISED AS PER CUTY COMMENTS- .LC date deecrlptlon ey REVISIONS THM FLAILS NN URST REVISIONS 9gUlD i or ONLY RE USED FOR DE PULP= SM" MD! SM11E73 ED SKETCH/CONCEPT PRELIMINARY FINAL F—I RECORD DRAWING BRUEGGER'S psr°oB�` BAGEL BAKERY A L5LS.& 1120 SHELBURNE RD SOUTH BURLINGTON - nRjD l GRADING & 71,= ff T LANDSCAPING PLAN d� ,yp 4y, 8-18_i * 1b 9945 * 1"0 o NQE OxL6<R1 1 �20' Conaaltina �> [ryC. 1 4 MorT» Dri" rIYq nw Eeeex Junction, VT 05452 (802) 876-44W 2Eat3aN9er•—P1Ean.nler•—Sur reyor• LOCUS MAP NTS 0 P4 C) z D 0 1.4 co CUT EDGE OF EASING PAVEMENT DACT( MINIMUM m V. axm me COATIMIN EMULSION PRIOR 10 PANNE (SAME AT . ACCESS). NEW DEPRESSED CCNCRETE CUM ACROSS ACCESS SIGNAL STRAJN POLE TOP OF FOOTING I RIM - 201.78 15' CMP W. OVT — 107." 1777777 = NOISY Y -E M.777T SHELBURNE RD SPILLANE'S GAS STATION/ CONVENIENCIII STORE N/F SPILLANES ELECTRICAJ PAVED, PAD -NEW GAS SEI= 111m tg '_ ' _ �\ 'ell' i ;?e 1\100 MMIN Of D Do -1 er W. IN - 195.95 87 NV. OUT — 195.00 0 NEW 4' PVC SEWER SERACE. ♦ "N' SLOPE - 0-0" 'T*" LOCATE AND VERIFY CONDITION AND ELEVATION OF EASING SEWER PRICE TO CONSTRUCT000L McINT0_Sd1%AVENUE % up," 7.. cHw_ RM 02 MF CONNECT TO FASTING NEW 0' PVC ROOF STORM DRAW. MIN. SLOPE . 0.021 FT./Ft. LOCATE AND VERIFY ELEVATION OF EXISTING �_ SEWER PRIOR TO CONSTRuCTION. CONNECT TO Ca"NG SEWER WITH 15'.5, PVC WYE SAWLE CURB STOP RIM - 205.31 EX 15' NV. IN 204.31 NEW 15' NY. IN 201.35 FRIENDLY'S N/F J1184 SHELBURNE RD LEGEND EXISTING PROPOSED — s — — _s_ SEWER _W----- —W WATER —ST — — _ST STORM __ G — — _G GAS -OHW— —E— ELECTRICAL SERVICE 0 CATCH BASIN UTILITY POLE UGHT POLE 19 ■ POST OFFICE MAIL BOX CONCRETE SIDEWALK CONCRETE CURBING ROADWAY EDGE I II 2v X I(r STOCKADE FENN/F F LDUMPSTER ENCLOSM ENCLOSURE DOROTHY GARAGE k BLACK f17 NEWTON AVE. L 24' 2'R _t tI F-1 I GARAGE ;s f19 NEWTON AVE. L TAPERED CURB E N/F 'O& C, &N 12 24' �VERNE15' CUP INV. OUT M.01 W — 211V NEW CATCH BASH � a" W. OvT NEW RIM - 205.5 NEW IV CMp NV. OF GRAPHIC SCALE ,pj (uf rwr) I min - 20 M OWNER: REGINALD GIGNOUX, VENTURE ONE PARTNERSHIP, LTD-, 2127 SHELBURNE ROAD, SHELBURNE, V7 05482. CONSTRUCTION MANAGER: THE WADHAMS COMPANY. P.O. BOX 562. 9URUNGTON, VT 05402. ZONING DISTRICT - COMMERCIAL I REQUIRED LOT AREA - 40.000 SQFT. ACTUAL LOT AREA - 39.000 SQ.FT. REQUIRED FRONTAGE - 200 FT. ACTUAL REQUIRED SETBACKS: FRONT - 50 FT. SIDE 15 FT. REAR 30 Fr. RESIDENTIAL ZONE - 65 FT. LOT COVERAGE MAXIMUM = 707 ACTUAL - 48% BUILDING COVERAGE MAXIMUM = 30% ACTUAL 6% FRONT YARD COVERAGE MAXIMUM - 307. ACTUAL - 20% (SHELBURNE ROAD) 20% MC,.TOSH AVE.) PARKING REQUIRED - 27 SPACES + I LOADING ACTUAL = 30 SPACES + I LOADING APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BURLINGTON, VERMONT. ON THE —DAY OF 1996 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THISDAYOF 1996 BY (CLERK OR CHAIRMAN) I I LOCUS MAP NTS CUT EDGE OF EXISTING PAVDANT BACK MNNIM OF 1'. CLEAN AND COAT WITH DAXSK)N PRIOR TO PAVING (SAGE AT OTHER ACCESS). NEW DEPRESSED OOMCRElE CURB ACROSS ACCESS TBM ELEV.-202.50 (ASSUMED) SIGNAL STRAIN POLE TOP OF FOOTING RIM - 201.73 15' CMP NV. CUT - 197.99 1 1116-1118� SHELBURNE RD I SPILLANE'S I GAS STATION/ CONVENIENCE STORE J / PAYED INS TLE CONTRACTOR SHALL NOTIFY b103IFf AT I-e06-223-4977 PRIOR TO AN'/ CXCAVATNXL N /F ` I SPILLANES I I I l © I I � � I ! GRAVEL / N �oAs sEleYlcc NEW UND ELECTRIC V � 2'R —eNE RA(M -TAPERED CURB AND RAMP 4' T m�- ST— - �- —ST— —ST—' •� MIDINTO %AVENUE \% LIP � # N OWN lYl Ili -j . - 202.23 111 rNV. N- 195.95 W9' NV OUT - 195.90 NEW 4' PYC SEVER SEANCE - IWl SWK - O.W FT./FT. LOCATE AND VERWY CUUIT1w AND ELEVATION OF E)NT94G SHIER PRIOR TO CONSTRUCTION. HUB /2 RBF _ — — CONNECT TO EXiSTNG NEW 6' PYC ROOF STom ORAM. MMN. SLOPE - 0.021 FT./TT LOCATE APO YOWY ELEVATION OF EXISTNG STORM SEVER PRIOR TO CONSTRUCTION. CONNECT TO COSTING O SET"1RIH 15'x4* PVC WEE SADDLE 6' RE*,Wzk 'r C'lift 0 S E r 1 3 1996 City of So. Burlington r I I I I s I+ LEGEND EXISTING PROPOSED — — s — — S SEWER — — W — — WATER — —ST — — ST STORM — — G — — G GAS OHW E ELECTRICAL SERVICE ® ■ CATCH BASIN '6 UTILITY POLE # ¢ LIGHT POLE ■ POST OFFICE MAIL BOX ® CONCRETE SIDEWALK CONCRETE CURBING ROADWAY EDGE I I 59 I I I I i I _ L — — J OUMPSM ENC OSRS I DO LACK ROTHY 1 GARAGE I 5\�E /f7 NEWTON AVE.L24'/ " GARAGE / / "' ( #19 NEWTON AVE / i rG • � L TAPERED \ \ r 11 VERNE ¢ BAN l\-- McDONALD 13' CW NV. OUT -209.5E 2-1 \ • e PF \ ` TBF - I�7ET Si— —IT - —ST— sT— — \ —w 1EP �o CURB STOP FX Ir NV. N-201.31 I NEW 15' W. N - 204.35 L_ �F— FRIENDLY'S I N/F /1184 SHELBURNE RD - 209.09 CIIP NV. OUT - 202.72 IEW CATCfI BASIN I INV. OUT - NEW RM - 2O&5 NEW Ir pMP my. OUT-201.75 I OF GRAPHIC SCALE `7"��ol }yQ M47' ( Df 9> L meh - 20 EO R SITE PLAN NOTES: OWNER: REGINALD GIGNOUX. VENTURE ONE PARTNERSHIP, LTD., 2127 SHELBURNE ROAD, SHELBURNE. VT 05482. CONSTRUCTION MANAGER THE WADHALS COMPANY, P.O. BOX 582. BURUNGTON, VT 05QZ ZONING DISTRICT - COMMERCIAL 1 REQUIRED LOT AREA - 40,000 SQ.FT. ACTUAL LOT AREA - 39.000 SO.FT. REQUIRED FRONTAGE - 200 FT. ACTUAL FRONTAGE - 130 FT. REWIRED SETBACKS FRONT- 50 FT. SIDE - 15 FT. REAR - 30 FT. RESIDENTIAL ZONE - 65 FT. LOT COVERAGE MAXIMUM - 70% ACTUAL - 48% BUILDING COVERAGE MAXIMUM - 30x ACTUAL - 6% FRONT YARD COVERAGE MAXIMUM 30% ACTUAL 20% SHELBURNE ROAD) 20% (.MKYH TOSH AVE.) PARKING REWIRED - 27 SPACES + 1 LOADING ACTUAL - 30 SPACES + 1 LOADING APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BUR INGTON, VERMONT, ON THE DAY OF , 1996 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF 1996 BY CLERK OR CHAIRMAN) /90 1 REVISED AS PER CITY COMANTS J C3 SKETCH/CONCEPT PRELIMINARY p FINAL [:3 RECORD DRAWING BRUEGGER'S BAGEL BAKERY 1120 SHELBURNE BI PROPOSED SITE LAYOUT LAB flilt 141j1neel'/ OL�Y 1' 20' CO 14 Morse Drive sht no. Essex Junction, VT 0502 (602) 878-44M •� iS�iaeers—Planners-8ue'ry7oe7 e � r I z z J GO m 0 REA110i.r err CLO QEp i 3 1996 SPILLANE'S City of So. Burlington I 1118-1118 SHELBURNE RD GAS STATION/ -1 CONVENIENCE I — — STORE J i N/F 1 I I SPILLANES I I I I I � I I 1 TRANSPLANTED TREE / I I / rPAVED I GrtAK1 / L Is x yI I 1 1— rx ems j a aw - L— TBM ELEV-202.50 ASSUMED) SIGNAL STRAIN POLE TOP OF FOOTING MCINTOSd VENUE % RNA . 201.76 INSTALL TEMPORARY HAYBME —_ __— `y UP (t — CAM EROSION CONTROL. BARRIER we 12 '� RIM -. 300.JI w z STALL TUIPORA B ws9N rarer PROTECTTaN EC ICH I I � �j I L RM - 2=25 �— w 0 I FRIENDLY'S I 1 I N/F I r1184 SHELBURNE RD PLANTING Sm KEY QUANTITY BOTIANICAL NAME COMMON NAME SIZE TREES AS 4 Acr sacehmrn 'Green Mtn.' 'GREEN MOUNTAIN' SUGAR MAPLE 2' - 2 1/2' OR 3 Ourcus rubra RED OAK 2- - 2 1/2- GT 4 Gleditak tHwOnthos THORNLESS HONEYLOUST 2' - 2 1/2' SHRUBS IG 13 Hex abra 'cornpacto' COMPACT INKBERRY 18' - 24' SB 19 SDirea bumaldl BUTALDI SPIREA /a' - 24' 'Anthony waterer' SV 5 SVT'Inaa wlaarls ULAC 3' - 4' JV 14 Juninerus ArGinlarla UPMOHT JUNIPER 4' - 5 7NE CONTRACTOR SNALL N011fY 'DICSAFE' AT 1-e00-225-4977 PRIOR TO ANY EXCAVAIKN. 20' X 10' STOCKADE FENCE OMIPSTER ENCLOSURE �L o / E IPF -T '- \1/ 41 00 01 LEGEND — — —2D8— — — EXISTING CONTOUR m NEW CONTOUR EXISTING TREEUNE NEW TREEUNE TREE TO BE TRANSPLANTED z TREE TO BE REMOVED NEW TREE (SEE SCHEDULE) TREE TO REMAIN i — — 2 STRAND TWISTED 12 CUAGE CAL WE ENCASED N 1' DIA. RUBBER NOSE TRY STREET TREES N/F _ r , TO PROVIDE a FT (2 TO 3) Y x Y TIE rJND AND NAROw00D STAKES DNBVII4 M FIRSTTR¢ eRNIO DOROTHY I GARAGE I (w. 1eP1 FIRMLY INTO SUB dtADE BLACK 1 OR TO 9AOO1LL14C. ERE71 REQUIRED (WEE NOTE IZk srA1Q Asore FIRST eRA11CNs PLUMB TNFi tRUR= OR As NECESSARY FOR WRY — J r BLRPaRr.:TADS sNNUL BE CAPABLE a STANDING FIRM �MULCH FOR AT LEAST 014E YEAR La-�0,� I FORM 4' SAUCER CUT AND REMOVE WIRE (17 NEWTON AVE. UNDISTURBED SOIL OORR ev NRAP�ma / u I TOP 1/3 OF ROOTBALL u I L o — , I BACKFLL WIM EXCAVATED SOL BEAK APART EDGE OF IYD10E0 WITH 6-10-5 RRMJ7ER E1.YAVAnON w/S/p1EL AT A RATE OF 10 POUNDS PER ] Y tAlw Nl AND BLENO PLANT MIX CUBIC YARD OF SOIL WATER WITH CJaSTNG SOL TO — AND 1A1R 70 REMOVE AR POCKETS 1NTONOE SOL TRANSITION NOTE. 1. PLANT TREE 50 THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE 2. STAKING AS REQUIRED ONLY N SITUATIONS W/EJK TREES WILL BE SUGZCTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE AR04TECT. I TRIES SHALL BE GUARANTEED FOR A POW OF TWO PEARS AFTER RANTING. 4. EXAMNE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE. STRING AND SURVEYOR IGE GARA TAPE PRIOR TO PLANTING TO PREVENT GRDINO. TFM FLANMG I TUTS /19 NEWTON AVE. ' I N I VERVE &JEAN `\ McDONALD APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BURLINGTON, \ VERMONT, ON THE DAY OF , 1996 PF \ SUBJECT TO THE REQUIREMENTS AND — '�— — CONDITIONS OF SAID RESOLUTION. SIGNED �hr THIS DAY OF 1996 BY (CLERK OR CHAIRMAN) C\ I 9/13/9a REMSED AS PER CITY CCYOITS ,LC ��uP era T N BASIN N I NEW RIM - 20&5 CUT BACK EJOSTNC Hmz ALONG MCNTOSH AVENUE AND REMOVE ANY PEED TREE& GRAPHIC SCALE IN a » o a { EI ►QF ) I Imh - YD EL ED SKETCH/CONCEPT PRELIMINARY ED FINAL 0 RECORD DRAWING BRUEGGER'S BAGEL BAKERY 1120 SHELBURNE RD SOUTH BURLINGTC GRADING & LANDSCAPING PLAN I"ounoE o�xILn R lIIo. 14 Morse Dr1w Essex Junction, VT 05452 (802) 87a-445o inesrs-Plana sTn-Suneyon 2 s 14 Morse Drive Essex Junction, Vermont 05452 )MOUREUX, STONE & O'LU Consulting Engineers and Land Surveyors August 23, 1996 Mr. Stephen Rooney The Wadhams Company P.O. Box 562 Burlington, VT 05402 RE: Bruegger's Bagel Bakery 1120 Shelburne Road, South Burlington Dear Steve: (802) 878-4450 Fax (802) 878-31 35 As requested, we have performed an analysis of traffic conditions at the Shelburne Road / McIntosh Avenue / Fayette Drive intersection for the above -referenced project. Background Traffic Volumes Background p.m. peak hour turning movement volumes were obtained at this intersection by performing traffic counts on July 31, 1996, A copy of that count is enclosed as Attachment A. The observed peak hour volumes were then adjusted upward to a projected 1997 design volume based on Vermont Agency of Transportation traffic data. Project Trip Generation The trip generation of projects such as this are typically estimated using data published by the ITE'. In this case, however, a bagel bakery does not fit into any of the established land -use categories for which trip generation rates are available. Because of that, a trip generation study was performed during both the morning (7-9 a.m.) and afternoon (4-6 p.m.) periods at the Burlington Bagel Bakery located just to the north of this site at 992 Shelburne Road. That site has many important similarities to this, including being on the same (east) side of Shelburne Road, having access to a signalized intersection, plus having similar size and menu. All traffic entering and exiting the Burlington Bagel Bakery was counted, including vehicles traveling between the bagel bakery and the adjacent convenience store. The raw data was then adjusted based on the floor areas of the two bagel bakeries (Burlington Bagel Bakery occupies 2,904 sq.ft. vs. this project's proposed 2,150 sq.ft.) to calculate this project's trip "Trip Generation, Institute of Transportation Engineers, 5th Edition & Update" Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying Mr. Stephen Rooney August 23, 1996 Page 2 generation. Table 1 presents the raw data and resulting calculations based on three days of counts at the Burlington Bagel Bakery. TABLE 1 Trip Generation Calculations Observed Trip Ends at Burlington Bagel Bakery (vte/hour) Avg. Trip Generation Rate (vte/hour/ksf) Estimated Project - Generated Trip Ends 6/11&12/96 1 8/06/96 1 8/08/96 Average A.M. Peak Hour 174 179 170 174 60 129 P.M. Peak Hour 27 20 30 26 9 19 With the project site being located within the Traffic Overlay District of the South Burlington Zoning Regulations, its potential trip generation can be limited based on the proposed land -uses, the number and configuration of curb -cuts, and traffic conditions at adjacent intersections. This project proposes to create two new curb cuts onto the adjacent streets. The first, onto Shelburne Road, will replace an existing one and will be located further from McIntosh Avenue. The second, onto McIntosh Avenue, will be located over the 200 feet minimum separation from Shelburne Road which is required by the Zoning Regulations. Because this project wishes to retain a curb cut onto Shelburne Road, city planning staff has determined that this project falls into Zone 2 of the Traffic Overlay District, which limits it to a maximum p.m. peak hour trip generation of 20 vte/hour per 40,000 sq.ft. of lot area. With this parcel's lot area being 39,000 sq.ft., the proposed project will satisfy that requirement. Traffic Congestion Conditions The projected 1997 design hour volumes at the Shelburne Road / McIntosh Avenue / Fayette Drive intersection were then analyzed, both without and with this project. For the sake of the analyses, under the "with project" scenario, all project -generated traffic was assumed to access via the McIntosh Avenue curb -cut. Table 2 presents the results of those analyses, which indicate that levels of service at this intersection will remain at C or better. Copies of the detailed capacity analyses are enclosed as Attachment B and C. Mr. Stephen Rooney August 23, 1996 Page 3 TABLE 2 Intersection Capacity Analyses Results' 1997 DHV w/o Project 1997 DHV w/ Project Shelburne Rd. NB LT B (14.7) B (14.7) NB TH/RT B (9.3) B (9.4) SB LT B (8.1) B (8.5) SB TH C (17.6) C (17.6) SB RT B (8.0) B (8.0) Fayette Dr. EB LT C (15.8) C (16.1) EB TH/RT C (15.4) C (15.4) McIntosh Ave. WB All B (13.9) B (14.1) OVERALL B (13.0) B (13.1) ' level of service & average delay (sec./veh.) Conclusions Based on the results of the above analyses, it is our opinion that this project will comply with all requirements of the South Burlington Zoning Regulations with respect to trip generation and impact on p.m. peak hour traffic congestion conditions. We thank you for this opportunity to be of service. Should you have any questions concerning the above or if additional information is desired, please feel free to contact us. Sincerely, Rog Dickinson, P.E. Enclosures WAR O G E R l96087TRA. R O O ATTACHMENT A SHELBURNE RD. / MCINTOSH AVE. / FAYETTE DR. TURNING MOVEMENT COUNT Lamoureux, Stone & O'Leary Town/City : South Burlington 14 Morse Drive Site Code : 00096111 Counted by: M. Morgia & G. Lewis Essex Junction, Vermont 05452 Start Date: 07/31/96 Proj I : 96111 (802) 878-4450 File I.D. 96111-3 Weather : Rain & humid Page 2 Cars, Trucks & buses ------------------------------------------------------------------------------------------------------------------------------------- Shelburne Road McIntosh Avenue Shelburne Road Fayette Drive Southbound Westbound Northbound Eastbound Left Thru Right Other Left Thru Right Other Left Thru Right Other Left Thru Right Other Total Date07/31/96 ----------------------------------------------------------------------------------------------------------------------- Peak Hour Analysis By Entire Intersection for the Period: 16:00 to 18:00 on 07/31/96 Peak start 17:00 17:00 17:00 17:00 Volume 13 1246 86 0 4 4 17 0 69 1471 5 0 127 4 99 2 Percent 1% 93% 6% 0% 16% 16% 68% 0% 4% 95% 0% 0% 55% 2% 43% 1% Pk total 1345 25 1545 232 Highest 17:00 17:15 17:00 17:30 Volume 5 347 15 0 1 2 6 0 10 459 2 0 50 1 32 2 Hi total 367 9 471 85 PEF .92 .69 .82 .68 1 1 Shelburne Roadll Fayette Drive 69 4 159 86 126 • 1 127 4 0 4 99 0 99 1,220 • 26 389 230 86 • 0 127 1,471 17 86 1,246I 13 1,615 1,345 1 2,960 I 17 17 0 Cars • Trucks & buses 4 25 4 0 4 47 4 0 Intersection Total 13 3,145 22 4 5 McIntosh Avenue 13 • 0 4 69 1,246 0 99 1,349 69 Shelburne Road 1,545 - 1,441, • 30 1,471 Lamoureux, Stone & O'Leary ) Town/City : South Burlington 14 Morse Drive Site Code : 00096111 Counted by: M. Morgia & G. Lewis Essex Junction, Vermont 05452 Start Date: 07/31/96 Proj I : 96111 (802) 878-4450 File I.D. 96111-3 Weather Rain & humid Page 1 Cars, Trucks & buses ------------------------------------------------------------------------------------------------------------------------------------- Shelburne Road McIntosh Avenue Shelburne Road Fayette Drive Southbound Westbound Northbound Eastbound Left Thru Right Other Left Thru Right Other Left Thru Right Other Left Thru Right Other Total Date07/31/96 ----------------------------------------------------------------------------------------------------------------------- 16:00 1 299 43 0 1 2 4 0 12 307 1 0 21 1 20 0 712 16:15 0 317 14 0 1 0 1 0 11 302 2 0 23 0 13 0 684 16:30 4 280 14 0 1 1 8 0 9 331 3 0 16 0 13 0 680 16:45 4 330 16 0 1 0 2 0 13 344 0 0 15 2 17 0 744 Hr Total 9 1226 87 0 4 3 15 0 45 1284 6 0 75 3 63 0 I 2820 17:00 5 347 15 0 1 0 1 0 10 459 2 0 14 1 13 0 868 17:15 4 277 24 0 1 2 6 0 29 384 2 0 19 1 22 0 771 17:30 3 308 21 0 1 2 2 0 18 316 1 0 50 1 32 2 757 17:45 1 314 26 0 1 0 8 0 12 312 0 0 44 1 32 0 751 Hr Total 13 1246 86 0 4 4 17 0 69 1471 5 0 127 4 99 2 3147 ------------------------------------------------------------------------------------------------------------------------------------ =TOTAL* 22 2472 173 0 1 8 7 32 0 1 114 2755 11 0 1 202 7 162 2 1 5967 ATTACHMENT B INTERSECTION CAPACITY ANALYSIS WITHOUT PROJECT HCS: Signalized Intersection Version 2.4c 08-23-1996 1 Lamoureux, Stone & O'Leary Consulting Engineers, Inc. 14 Morse Drive Essex Jct., VT 05452-0000 (802) 878-4450 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/o Project No. Lanes Volumes PHF or PK15 Lane W (ft) Grade % Heavy Veh Parking Bus Stops Con. Peds Ped Button Arr Type RTOR Vols Lost Time ------------ Traffic ---------------- Northbound L T R 1 2 < 75 1598 5 0.82 0.82 0.82 12.0 12.0 0 0 2 0 (YIN) N 2 10 (YIN) N 3 3 0 3.00 3.00 3.00 ---------------- and Roadway C< ---------------- Southbound L T R 1 2 1 14 1353 93 0.92 0.92 0.92 12.0 12.0 12.0 0 0 2 0 (YIN) N 2 10 (YIN) N 3 3 3 0 3.00 3.00 3.00 ---------------- )nditions ---------------- Eastbound L T R 1 1 < 138 4 108 0.68 0.68 0.68 12.0 12.0 0 1 0 0 (YIN) N 0 10 (YIN) N 3 3 0 3.00 3.00 3.00 ---------------- Signal Operations --------------- Westbound L T R > 1 < 4 4 18 0.69 0.69 0.69 12.0 -2 0 0 0 (YIN) N 0 10 (YIN) N 3 0 3.00 3.00 3.00 --------------- Phase Combination 1 2 3 4 5 6 7 8 NB Left * * EB Left Thru * * Thru Right * * Right Peds Peds SB Left Thru Right Peds EB Right WB Right Green Yellow/AR 34.OP 10.OA 6.0 5.0 WB Left Thru Right Peds NB Right SB Right Green 20.OA Yellow/AR 5.0 Cycle Length: 80 secs Phase combination order: #1 #2 #5 HCS: Signalized Intersection Version 2.4c 08-23-1996 2 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/o Project Volume Adjustment Worksheet Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol ---- PHF ---- Vol ---- Grp ---- Vol ---- Ln -- Fact ----- Fact ------ Vol ---- LT ---- RT ---- ----- NB Left 75 0.82 91 L 91 1 1.000 1.000 91 1.00 0.00 Thru 1598 0.82 1949 TR 1955 2 1.050 1.000 2053 0.00 0.00 Right 5 0.82 6 SB Left 14 0.92 15 L 15 1 1.000 1.000 15 1.00 0.00 Thru 1353 0.92 1471 T 1471 2 1.050 1.000 1545 0.00 0.00 Right 93 0.92 101 R 101 1 1.000 1.000 101 0.00 1.00 EB Left 138 0.68 203 L 203 1 1.000 1.000 203 1.00 0.00 Thru 4 0.68 6 TR 165 1 1.000 1.000 165 0.00 0.96 Right 108 0.68 159 WB Left 4 0.69 6 Thru 4 0.69 6 LTR 38 1 1.000 1.000 38 0.16 0.68 Right ----------------------------------------------------------------------- 18 0.69 26 Saturation Flow Adjustment Worksheet Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV ----- G ----- p ----- BB ----- A ----- RT ----- LT ----- Flow ---- ------ NB ---- --- ----- 0.11 205 L 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1805 TR 1900 2 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 3709 SB L 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.11 205 T 1900 2 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 3725 R 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1609 EB L 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.92 1729 TR 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 0.86 1.00 1625 WB LTR 1900 1 1.00 1.00 1.01 1.00 1.00 1.00 0.80 0.95 1460 HCS: Signalized Intersection Version 2.4c 08-23-1996 3 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/o Project Supplemental Permitted LT Worksheet APPROACH NB Cycle Length, C 80 Actual Green Time for Lane Group, G 50 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 1 Adjusted Left -Turn Flow Rate, Vlt 91 Proportion of Left Turns in Lane Group, Plt 1.00 Left Turns per Cycle: LTC=Vlt*C/3600 2.02 Adjusted Opposing Flow Rate, Vo 1545 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 17.17 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC"0.717)-tl 0.00 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.54 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 29.33 gu=g-gq (or g-gf) 7.67 fs=(875-0.625Vo)/1000 0.00 P1=Plt[1+((N-1)g/(fsgu+4.5))] 1.00 Ell 8.20 fmin 0.11 fm,(min=fmin;max=1.00) 0.11 flt=[fm+0.91(N-1)]/N 0.11 APPROACH SB Cycle Length, C 80 Actual Green Time for Lane Group, G 34 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 52 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 1 Adjusted Left -Turn Flow Rate, Vlt 15 Proportion of Left Turns in Lane Group, Plt 1.00 Left Turns per Cycle: LTC=Vlt*C/3600 0.33 Adjusted Opposing Flow Rate, Vo 2053 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 22.81 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC'0.717)-tl 0.00 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.35 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 34.16 gu=g-gq (or g-gf) 2.84 fs=(875-0.625Vo)/1000 0.00 P1=Plt[1+((N-1)g/(fsgu+4.5))] 1.00 Ell 8.20 fmin 0.11 fm,(min=fmin;max=1.00) 0.11 flt=[fm+0.91(N-1)]/N 0.11 APPROACH EB Cycle Length, C 80 Actual Green Time for Lane Group, G 20 Effective Green Time for Lane Group, g 22 Opposing Effective Green Time, go 22 Number of Lanes in Lane Group, N 1 Proportion of Left Turns in Lane Group, Plt 1.00 Proportion of Left Turns in Opposing Flow, Plto 0.16 Adjusted Left -Turn Flow Rate, Vlt 203 Left Turns per Cycle: LTC=Vlt*C/3600 4.51 Adjusted Opposing Flow Rate, Vo 38 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 0.84 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC"0.717)-tl 0.00 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.73 gq=4.943volc"0.762*qro"1.061-tl 0.09 gu=g-gq (or g-gf) 21.91 n=(gq-gf)/2 0.04 Ptho=1-Plto 0.84 E12 0.05 Ell 1.19 fmin=2(1+P1)/g 0.18 flt=[fm+0.91(N-1)]/N 0.92 APPROACH WB Cycle Length, C 80 Actual Green Time for Lane Group, G 20 Effective Green Time for Lane Group, g 22 Opposing Effective Green Time, go 22 Number of Opposing Lanes, No 1 Number of Lanes in Lane Group, N 1 Adjusted Left -Turn Flow Rate, Vlt 6 Proportion of Left Turns in Lane Group, Plt 0.16 Left Turns per Cycle: LTC=Vlt*C/3600 0.13 Adjusted Opposing Flow Rate, Vo 165 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 3.67 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.860*LTC'0.629)-tl 13.24 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.73 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 2.85 gu=g-gq (or g-gf) 8.76 fs=(875-0.625Vo)/1000 0.77 P1=Plt[1+((N-1)g/(fsgu+4.5))] 0.16 Ell 2.00 fmin 0.11 fm,(min=fmin;max=1.00) 0.95 flt=[fm+0.91(N-1)]/N 0.95 HCS: Signalized Intersection Version 2.4c 08-23-1996 4 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/o Project Capacity Analysis Worksheet Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp (v) --------- (s) --------- (v/s) ----- (g/C) ----------- (c) ---------- Ratio ----- --------- NB Lsec. 91 205 0.444 0.463 95 0.958 Lpri. 0 1805 0.000 0.188 338 0.000 Ltot. 91 433 0.210 TR 2053 3709 0.554 0.650 2411 0.852 SB L 15 205 0.073 0.463 95 0.158 T 1545 3725 0.415 0.463 1723 0.897 R 101 1609 0.063 0.463 744 0.136 EB L 203 1729 0.117 0.275 475 0.427 TR 165 1625 0.102 0.275 447 0.369 WB LTR 38 1460 0.026 0.275 402 0.095 Sum (v/s) critical = 0.671 Lost Time/Cycle, L = ----------------------------------------------------------------------- 6.0 sec Critical v/c(x) = 0.725 Level of Service Worksheet ----------------------------------------------------------------------- Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp Ratio Ratio 1 Fact Cap 2 2 Del LOS App App --------- ----- ----- ----- ----- ----- ----- ----- ---- ---- ----- --- NB L 0.210 0.375 17.2 0.850 433 16 0.0 14.7 B 9.6 B TR 0.852 0.650 8.3 0.850 2411 16 2.3 9.3 B SB L 0.158 0.463 9.5 0.850 95 16 0.1 8.1 B 16.9 C T 0.897 0.463 15.0 0.850 1723 16 4.8 17.6 C R 0.136 0.463 9.4 0.850 744 16 0.0 8.0 B EB L 0.427 0.275 18.1 0.850 475 16 0.4 15.8 C 15.6 C TR 0.369 0.275 17.8 0.850 447 16 0.2 15.4 C WB LTR 0.095 0.275 16.4 0.850 402 16 0.0 13.9 B 13.9 B ----------------------------------------------------------------------- Intersection Delay = 13.0 sec/veh Intersection LOS = B HCS: Signalized Intersection Version 2.4c 08-23-1996 5 Streets: (N-S) Shelburne Road Analyst: R. Dickinson Area Type: Other Comment: 1997 DHV w/o Project Supplemental Uniform Delay Worksheet (E-W) Fayette Drive File Name: 96111-3.HC9 8-23-96 PM Approach Adj. LT Vol (v) v/c ratio (x) Primary phase effective green gq from Supplemental LT Worksheet gu from Supplemental LT Worksheet Red time (r) Arrivals qa = v/(3600(max(x,1) Primary Ph. Departures Sp=s/3600 Secondary Ph. Departures Ss=S(Gq+Gu)/(Gu*3600) Xperm XProt Case Queue at begining of green arrow (Qa) Queue at beginning of unsaturated green (Qu) Residual queue (Qr) Uniform Delay Northbound 91 0.21 15.00 29.33 7.67 28.00 0.03 0.50 0.27 0.78 N/A 4 0.00 1.45 0.00 17.19 ATTACHMENT C INTERSECTION CAPACITY ANALYSIS WITH PROJECT HCS: Signalized Intersection Version 2.4c 08-23-1996 1 Lamoureux, Stone & O'Leary Consulting Engineers, Inc. 14 Morse Drive Essex Jct., VT 05452-0000 (802) 878-4450 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/ Project No. Lanes Volumes PHF or PK15 Lane W (ft) Grade % Heavy Veh Parking Bus Stops Con. Peds Ped Button Arr Type RTOR Vols Lost Time ------------ Traffic ---------------- Northbound L T R 1 2 < 75 1598 10 0.82 0.82 0.82 12.0 12.0 0 0 2 0 (YIN) N 2 10 (YIN) N 3 3 0 3.00 3.00 3.00 --------------- and Roadway Cc ---------------- Southbound L T R 1 2 1 19 1353 93 0.92 0.92 0.92 12.0 12.0 12.0 0 0 2 0 (YIN) N 2 10 (YIN) N 3 3 3 0 3.00 3.00 3.00 ---------------- ►nditions ---------------- Eastbound L T R 1 1 < 138 4 108 0.68 0.68 0.68 12.0 12.0 0 1 0 0 (YIN) N 0 10 (YIN) N 3 3 0 3.00 3.00 3.00 ---------------- Signal Operations -------------- Westbound L T R > 1 < 9 4 23 0.69 0.69 0.69 12.0 -2 0 0 0 (YIN) N 0 10 (YIN) N 3 0 3.00 3.00 3.00 --------------- Phase Combination 1 2 3 4 5 6 7 8 NB Left * * EB Left Thru * * Thru Right * * Right Peds Peds SB Left Thru Right Peds EB Right WB Right Green Yellow/AR * * * 34.OP 10.OA 6.0 5.0 WB Left Thru Right Peds NB Right SB Right Green 20.OA Yellow/AR 5.0 Cycle Length: 80 secs Phase combination order: #1 #2 #5 HCS: Signalized Intersection Version 2.4c 08-23-1996 2 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/ Project Volume Adjustment Worksheet Direc- Lane Lane Adj tion/ Mvt Adj Lane Grp No. Util Growth Grp Prop Prop Mvt Vol PHF ---- Vol ---- Grp ---- Vol ---- Ln -- Fact ----- Fact ------ Vol ---- LT ---- RT ---- ----- NB ---- Left 75 0.82 91 L 91 1 1.000 1.000 91 1.00 0.00 Thru 1598 0.82 1949 TR 1961 2 1.050 1.000 2059 0.00 0.01 Right 10 0.82 12 SB Left 19 0.92 21 L 21 1 1.000 1.000 21 1.00 0.00 Thru 1353 0.92 1471 T 1471 2 1.050 1.000 1545 0.00 0.00 Right 93 0.92 101 R 101 1 1.000 1.000 101 0.00 1.00 EB Left 138 0.68 203 L 203 1 1.000 1.000 203 1.00 0.00 Thru 4 0.68 6 TR 165 1 1.000 1.000 165 0.00 0.96 Right 108 0.68 159 WB Left 9 0.69 13 Thru 4 0.69 6 LTR 52 1 1.000 1.000 52 0.25 0.63 Right ----------------------------------------------------------------------- 23 0.69 33 Saturation Flow Adjustment Worksheet Ideal Adj Direction Sat No. f f f f f f f f Sat /LnGrp Flow Lns W HV G p ----- BB ----- A ----- RT ----- LT ----- Flow ---- ------ NB ---- --- ----- ----- ----- 0.11 205 L 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 1805 TR 1900 2 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 3707 SB L 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.11 205 T 1900 2 1.00 0.98 1.00 1.00 1.00 1.00 1.00 1.00 3725 R 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 0.85 1.00 1609 EB L 1900 1 1.00 0.99 1.00 1.00 1.00 1.00 1.00 0.85 1606 TR 1900 1 1.00 1.00 1.00 1.00 1.00 1.00 0.86 1.00 1625 WB LTR 1900 1 1.00 1.00 1.01 1.00 1.00 1.00 0.81 0.90 1400 HCS: Signalized Intersection Version 2.4c 08-23-1996 3 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/ Project Supplemental Permitted LT Worksheet APPROACH NB Cycle Length, C 80 Actual Green Time for Lane Group, G. 50 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 37 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 1 Adjusted Left -Turn Flow Rate, Vlt 91 Proportion of Left Turns in Lane Group, Plt 1.00 Left Turns per Cycle: LTC=Vlt*C/3600 2.02 Adjusted Opposing Flow Rate, Vo 1545 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 17.17 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC"0.717)-tl 0.00 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.54 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 29.33 gu=g-gq (or g-gf) 7.67 fs=(875-0.625Vo)/1000 0.00 P1=Plt[1+((N-1)g/(fsgu+4.5))] 1.00 Ell 8.20 fmin 0.11 fm,(min=fmin;max=1.00) 0.11 flt=[fm+0.91(N-1)]/N 0.11 APPROACH SB Cycle Length, C 80 Actual Green Time for Lane Group, G 34 Effective Green Time for Lane Group, g 37 Opposing Effective Green Time, go 52 Number of Opposing Lanes, No 2 Number of Lanes in Lane Group, N 1 Adjusted Left -Turn Flow Rate, Vlt 21 Proportion of Left Turns in Lane Group, Plt 1.00 Left Turns per Cycle: LTC=Vlt*C/3600 0.47 Adjusted Opposing Flow Rate, Vo 2059 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 22.88 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC-0.717)-tl 0.00 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.35 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 34.41 gu=g-gq (or g-gf) 2.59 fs=(875-0.625Vo)/1000 0.00 P1=Plt[1+((N-1)g/(fsgu+4.5))] 1.00 Ell 8.20 fmin 0.11 fm,(min=fmin;max=1.00) 0.11 flt=[fm+0.91(N-1)]/N ' 0.11 APPROACH EB Cycle Length, C 80 Actual Green Time for Lane Group, G 20 Effective Green Time for Lane Group, g 22 Opposing Effective Green Time, go 22 Number of Lanes in Lane Group, N 1 Proportion of Left Turns in Lane Group, Plt 1.00 Proportion of Left Turns in Opposing Flow, Plto 0.25 Adjusted Left -Turn Flow Rate, Vlt 203 Left Turns per Cycle: LTC=Vlt*C/3600 4.51 Adjusted Opposing Flow Rate, Vo 52 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 1.16 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.882*LTC"0.717)-tl 0.00 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.73 gq=4.943volc"0.762*gro^1.061-tl 0.92 gu=g-gq (or g-gf) 21.08 n=(gq-gf)/2 0.46 Ptho=1-Plto 0.75 E12 0.50 Ell 1.24 fmin=2(1+P1)/g 0.18 flt=[fm+0.91(N-1)]/N 0.85 APPROACH WB Cycle Length, C 80 Actual Green Time for Lane Group, G 20 Effective Green Time for Lane Group, g 22 Opposing Effective Green Time, go 22 Number of Opposing Lanes, No 1 Number of Lanes in Lane Group, N 1 Adjusted Left -Turn Flow Rate, Vlt 13 Proportion of Left Turns in Lane Group, Plt 0.25 Left Turns per Cycle: LTC=Vlt*C/3600 0.29 Adjusted Opposing Flow Rate, Vo 165 Opposing Flow per Lane, Per Cycle: Volc=VoC/3600No 3.67 Opposing Platoon Ratio, Rpo 1 Lost time per phase, tl 3 gf=Gexp(-0.860*LTC-0.629)-tl 10.92 Opposing Queue Ratio: qro=1-Rpo(go/C) 0.73 gq = Volc * qro / (.5 - Volc * (1 - qro) / go)-tl 2.85 gu=g-gq (or g-gf) 11.08 fs=(875-0.625Vo)/1000 0.77 P1=Plt[1+((N-1)g/(fsgu+4.5))] 0.25 Ell 2.00 fmin 0.11 fm,(min=fmin;max=1.00) 0.90 flt=[fm+0.91(N-1)]/N 0.90 HCS: Signalized Intersection Version 2.4c 08-23-1996 4 Streets: (N-S) Shelburne Road (E-W) Fayette Drive Analyst: R. Dickinson File Name: 96111-3.HC9 Area Type: Other 8-23-96 PM Comment: 1997 DHV w/ Project ----------------------------------------------------------------------- ----------------------------------------------------------------------- Capacity Analysis Worksheet Adj Adj Sat Flow Lane Group Direction Flow Rate Flow Rate Ratio Green Ratio Capacity v/c /LnGrp --------- (v) --------- (s) --------- (v/s) ---------------- (g/C) (c) ---------- Ratio ----- NB Lsec. 91 205 0.444 0.463 95 0.958 Lpri. 0 1805 0.000 0.188 338 0.000 Ltot. 91 433 0.210 TR 2059 3707 0.555 0.650 2410 0.855 SB L 21 205 0.102 0.463 95 0.221 T 1545 3725 0.415 0.463 1723 0.897 R 101 1609 0.063 0.463 744 0.136 EB L 203 1606 0.126 0.275 442 0.460 TR 165 1625 0.102 0.275 447 0.369 WB LTR 52 1400 0.037 0.275 385 0.135 Sum (v/s) critical = 0.682 Lost Time/Cycle, L = ----------------------------------------------------------------------- 6.0 sec Critical v/c(x) = 0.737 Level of Service Worksheet Delay Del Lane Calib Delay Lane Lane Delay LOS Direction v/c g/C d Adj Group d d Grp Grp By By /LnGrp --------- Ratio Ratio ----- ----- 1 ----- Fact ----- Cap ----- 2 ----- 2 ----- Del ---- LOS ---- App ----- App --- NB L 0.210 0.375 17.2 0.850 433 16 0.0 14.7 B 9.7 B TR 0.855 0.650 8.4 0.850 2410 16 2.3 9.4 B SB L 0.221 0.463 9.8 0.850 95 16 0.2 8.5 B 16.9 C T 0.897 0.463 15.0 0.850 1723 16 4.8 17.6 C R 0.136 0.463 9.4 0.850 744 16 0.0 8.0 B EB L 0.460 0.275 18.3 0.850 442 16 0.6 16.1 C 15.8 C TR 0.369 0.275 17.8 0.850 447 16 0.2 15.4 C WB LTR 0.135 0.275 16.6 0.850 385 16 0.0 14.1 B 14.1 B ----------------------------------------------------------------------- Intersection Delay = 13.1 sec/veh Intersection LOS = B HCS: Signalized Intersection Streets: (N-S) Shelburne Road - Analyst: R. Dickinson Area Type: Other Comment: 1997 DHV w/ Project Supplemental Uniform Delay Worksheet Version 2.4c 08-23-1996 5 -------------------------------------- -------------------------------------- (E-W) Fayette Drive File Name: 96111-3.HC9 8-23-96 PM Approach Adj. LT Vol (v) v/c ratio (x) Primary phase effective green gq from Supplemental LT Worksheet gu from Supplemental LT Worksheet Red time (r) Arrivals qa = v/(3600(max(x,l) Primary Ph. Departures Sp=s/3600 Secondary Ph. Departures Ss=S(Gq+Gu)/(Gu*3600) Xperm XProt Case Queue at begining of green arrow (Qa) Queue at beginning of unsaturated green (Qu) Residual queue (Qr) Uniform Delay Northbound 91 0.21 15.00 29.33 7.67 28.00 0.03 0.50 0.27 0.78 N/A 4 0.00 1.45 0.00 17.19 PLANNER 658-7955 Roger Dickinson Lamoureux, Stone 14 Morse Drive Essex Junction, City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 & O'Leary Vermont 05452 September 20, 1996 Re: Deli/Bakery, 1120 Shelburne Road Dear Mr. Dickinson: 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 Wally Possich were sent to you at an earlier date. Please be sure someone is present on Tuesday, September 24, 1996 at 7:30 P.M. to represent your request. If you have any questions, JW/mcp Encls please give me a call. in erely Jo Weith, Ci y Planner Memorandum - September 24, September 20, Page 5 Planning ;6� T/� 1996 agenda iems 1996 Coverage/setbacks: Building coverage is 6% (maximum allowed is 30%). Overall coverage is 48% (maximum allowed is 70%). Front yard coverage along Shelburne Road is 20% and along McIntosh Avenue is 20% (maximum allowed is 30%). Setback requirements are met. Parking: This project requires a total of 19 spaces and 30 spaces including two (2) handicapped spaces are being provided. A bike rack will be provided as required. Landscaping: The minimum landscaping requirement, based on building costs, is $6,000 which is being met. Proposed plantings will include Sugar Maple, Red Oak, Honeylocust, Inkberry, Spirea, Lilac and Juniper. The size of the proposed trees should be increased to a minimum of 21 - 3 inches. Traffic: This property is located in Traffic Overlay Zone 2 which allows this property to generate a maximum of 19.5 vte's during the P.M. peak hour. ITE estimates that the existing motel and residence generate 8.48 vte's. The traffic analysis submitted by the applicant (see enclosed) indicates that this project will generate 19 vte's during the P.M. peak hour or 10.52 vte's more than is currently generated. The applicant should be aware that the road impact fee will be approximately $2100. Sewer: The additional sewer allocation needed for this project is 24 gpd. There is currently no reserve capacity available at the Bartlett Bay Wastewater Treatment Facility. The applicant will be placed on a waiting list for available sewer. Until such time as the 24 gpd is available, only 51 seats will be allowed. Sidewalk: Staff recommends that a sidewalk be constructed along the applicant's frontage on McIntosh Avenue. Dumpster: A screened dumpster enclosure will be provided. Lighting: Exterior lighting will consist of the following: --- three (3) 250 watt metal halide lamps with downcasting shielded fixtures mounted on 20 foot poles. --- 26-150 watt incandescent lamps with downcasting fixtures mounted on the building. 5 LAMOUREUX, STONE & 0" )RY INC. CONSULTING ENGINEEK�, INC. 14 Morse Dr. Essex Jct., VT 05452 (802) 878-4450 TO LA� A A14 Y sr. �LArUrvF � Crry �r �SvuiN 21A W_u /y W/Q .;'75 ooksc S ) . ,So, �gUguNC;,TV/Q I UT 0SL40S7 WE ARE SENDING YOU V Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ DATE r • JOB NO. 96 09 ATTENTION RE: // &L(FEG� ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION 't-13 - � i #;2, HACr St ZC 'PPLlJ_T� 3 9-lS-96 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use �(As requested ❑ For review and comment ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ Resubmit ❑ Submit ❑ Return copies for approval copies for distribution corrected prints ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS J- h% ARCS 80A)SC TO YESTSY9.-DAY S Q u (�iyNS ( t ) POLE MO U NTC.,o A)0. K/ N G LOT t - ► r i J i Tip SE: c 250 WATT METAL NALfOE , !r�/C/1 L-Scars . OLnWCOq LOOK&UG W70 /t?EI�L /�i�L1.tX� I,.Jl�1Ci-► if- U-Scol, WOU L0 -RG 4AwC;4 L1 ))An( ti 7o wA-iKn1ds L.4� LixELY, T E,c Ap-E ;_�6 of Tl4ESc ri.<7u2CS .0 SpAcgf; 6 ' a C. Yk Cr cI rVl�. COPY TO 230A)CY RECYCLED PAPER: Contents:40% Pre -Consumer •10% Post -Consumer SIGNED: If enclosures are not as noted, kindly notify us at deice. ,..kAOUREUX, STONE & O'LEAk, Consulting Engineers and Land Surveyors 14 Morse Drive Essex Junction, Vermont 05452 September 1 Mr. Raymond J. Belair, Zoning and Planning Assistant City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 RE: Bruegger's Bagel Bakery 1120 Shelburne Road - South Burlington Dear Ray: (802) 878-4450 Fax (802) 878-3135 Thank you for your preliminary comments of September 3rd. We would like to respond to and resolve as many of your comments as possible prior to the September 24th Planning Commission hearing. Specifically, addressing your comments in the order in which they appear: The project will have 52 seats, and will provide 323 sq.ft. of patron area not containing seats. You correctly noted in an earlier phone conversation that the retail portion of the proposed building has been deleted since the original submittal. The building size has been reduced such that the bagel bakery will now utilize all of the proposed building. 2. The existing motel consists of a two -bedroom residence, an office and 12 motel rooms. 3. Attached please find cut -sheets for both building mounted and parking lot lights. All fixtures will be shielded and oriented to direct light inward towards the building and parking lot. Both will utilize metal halide luminaires. 4. The C1/R4 zoning boundary has been identified on the revised plans as requested. 5. A bike rack location has been added to the revised plans. 6. Concerning the Shelburne Road access, since much of the customer base for this project is convenience oriented take-out sales, the applicant wishes to retain the existing curb cut; moving it slightly northward, in order to provide convenient access. We anticipate that additional information concerning this will be presented at the hearing. 7. The building will be of single -story wood -frame construction, with a flat roof. 8. The Site Layout & Utility and Grading & Landscaping plans have both been revised to provide a 5 feet wide green space between the parking lot and northerly property line. 9. Concerning the next two comments relating to the existing hedge and new curbing / sidewalks along the northerly side of McIntosh Avenue, it is proposed to retain portions of the existing Civil, Environmental & Transportation Engineering • Hydrogeological Investigation • Planning • Land Surveying Mr. Raymond J. Belair September 13, 1996 Page 2 hedge, thinning and trimming it as necessary. Since this hedge has not been maintained in the past, it is now considerably overgrown and trees of other species have grown in. The intent is to restore and enhance this hedge to provide screening between the parking lot and McIntosh Avenue. Additionally, it is proposed to retain as much existing vegetation in the easterly portion of this parcel as reasonably possible in order to provide a generous buffer between the C1 and R4 zoning districts. For these reasons, the applicant prefers not to install curbing or sidewalks along McIntosh Avenue. 10. Concerning Bill Szymanski's comments, the Site Layout & Utility plan (Sheet 1) shows the new water and sewer services. Please note that these have been designed to use the existing services as much as possible in order to avoid having to dig up either McIntosh Avenue or Shelburne Road. Site drainage is also shown on the Grading & Landscaping Plan (Sheet 2). 11. In an earlier phone conversation, you had also requested a calculation of the existing and proposed wastewater flows. Using the State Environmental Protection Rules as a guide, the wastewater flow of the existing motel calculates out at 1,224 gpd (1,530 gpd minus 20% credit for connection to municipal wastewater). The motel calculation is based on one two -bedroom residence, an office having two employees per day, plus 12 two -person motel rooms. In comparison, the wastewater flow of this project calculates at 1,248 gpd (1,560 gpd minus same 20% credit). Enclosed please find two prints each of Sheets 1 and 2. Both have been revised as noted above. Should you need additional full- or half-size prints, please call, and I will get those to you. Sincerely, Roger Dickinson, P.E. cc. Steve Rooney WAR OG E R\96087B E L. RJ D THE TEL:I iu L+ E C: — 1 — W E_: L+ \ ._ 'c' I I + . H H F.; L L L: +_+ t•' '4 ti F 1 'c c• L + +_ t I 1 Arm -Mounted Area Cutoff Lighting FlxivnTy -ps. ORDERING SEQUENCE .• ` CATALOG! NUMIER 016T, VOLTAOE MTO.OPTIONS KV51 260M IES Type II Roadway a R2 ❑ 120 Shipped Installed In FlMur4 IE attic {] R3 U aF Single Fuse (120,277,347V) ES Ty V or, p R4 p t4t! ❑ OF Double Fuse (208,240,48W) Type Symmetr c R5 p Y11 p PER NEMA Twtat Lock Rs{epta�ls only (no photocontrol) op raw fop - Q $47 D ORS Out* Restrike Vylitem 0,480 (limp not Included) 0 T$' a Ha Housesids Shletd (Rd, R4 only) p a Architectural Colors (oatntad finish) �C�i� L• flp O pMB Medium Bronte �0 (7 - o OeL slack MOUNTINO O DNA Natural Aluminum A ptf,stlon rderinp D Oss Sind Stone -_ Deslp. O Doc Charm[ Grey uara o s U $POD o OTO Tennis Green Round POO o AM Q DSA BrlghtRed Wood Pole or Walt O WW09 ❑ DS9 Steel Blue OPTIONAL POIJ MOUNTIN4 Shlppod Sopletelely e Do; roe Arm Pots d DA12P P tocontrols De0 ree Arm Wcod Pole or Will a DA12W PE1 NEMA TtHst lock PE (120,208,240V) D PE3 NEMA Tw!v-Lock PF (341M C j D PE4 NEMA Twist•lock PE (480V) (22c�rc,-}- ---1 tr3r4' • D P17 NEh1A T1�r st•Lxk PE (271V) )1 (a2c.4n� ; EPA 1.6 ri? (Includes m14, arm) Weight; S3 thi)*kg ACCE560RIES (Fitly Instilled • order si sapersts line New m~) Tenon Aicuntlrp 811pfltlar Is ordered as separate line Item. Important NOTM with this accessory, in R17% or op'Jonel UA12P mounbno arm, must 1. OPtlOW nlulta'tap baNasl be ordered on the fuXrdre, (120,208,240,277V). Tenon 1 2 2 3 3 4 For Canada cons-4 factory, Slit 1Lxr,1re t,xtutes fixtures sutures ilxture9 ft�tdres 2. Maybe ordered as accessory. al 180' at V st 123' st o01 at W, 2. 4' 00 72COW 14 2e0 T26290 T20.32o T20.390 720.460 2.7/6' 00 725.190 T4,260 T25.200 T25,320 125.39c T25.40 4' 00 TSa190 T80-2e0 T30-290 T30.320 Tad-390 TZ490 Extmp;e; (LIN 1) KV51 250M Rb 12D RPDO {tine 2) T217.100 fAt / rHONIA K VI4 METAL }. oil H il-H �,ta l,jM IF 2 P6, 1510 25' Mi 1'QLr } SPECIFICATIONS HOUSING - Rugged, hsagy gauge, lip a!uminum housing, Square shape, cc cus!y seam -welded for weatherlight I EPDM closed cell houslno gaskot. FX', s'uminurn hlogod door frame with im, resistant glass. Convex giase lava eta P$ distribution, Extruded 9' aluminur. with intQgrai sp?Ica compartment for f wall mounting. All exposed hardware 61.aWess steel, Dark bronze TGIC pol, ponder finish standard, whh.optional architectural colors ava4ble. OPTICS - One-piece hydroformed ane aluminum ref(ector. Four IES cutoff di lions available: Type 11 (Roadway); Ty (Asyrnmeiric); Type IV (Forward Thro Type V (Symmetric). Reflector hinges easy removal during l satiation/main' R5 reflector is vertically lamped; all of horizontally tamped. SALLAST(E(.ECTRICAL SYSTEM • H'. reactance, high power factor, copper and 100% factory tatted, Removablo power door for use of lnvellationlrer men' of electrical eompQnents, Posfti% Locking disconnect plugs on primarf t secondary clrcutts. SOCKET - Porcelain, mogul base sots copper alloy nicksl-plated screw shell center contact. UL listed t 500W - 60 Pulse rated LISTING • UL 1572 fisted suOible for locations. GSA certified. THE odHDHH[1=:l_II'1F Hi'J`i i 1—S':3 14ELi �4 :L�1�i F�II�H1/fiL1 L_ E:111 1�Q»tt C:C7C . rOMETRIC DATA FOGS i= _ Pdc , I ,_; F, to thane below prpv!de the most u6etuj data from pFotomet IC teits of specific lempRumina!re combinetlone. For complete results of g eombinatlon shown, or other requlromente, come,-! your LITNONIA rspresenti,,W. KVS1 250M R2 M AVW No 119MIJI rotetlAl vt;ylt tu►4 an 11' In1,tNnp M'pu �1 MU 1 1 I► s ISO FOOTCANDLI pUORAM! �•�r►�rr,�; �,a ✓`���rr rrr r 1 t 1 • 1 1 QtItANC[ a1 UN;TI d MWNT:NI itt;-0y1 r0.�•1ta la�� t4tur9, rA;,,a 0 A'14 '+t 4 InM It W rww Iu FI Ml•a« wA•t11 1+i" 141 K-VS1 250M Ra ra iuW 1t r1x47w''t a ISO FOOTCANDL E MORAMS 1 1 1 1 0 1 011TA.4C{ ri UNIT► Cr YOJ11TN3 hL13NT Irr�ltwailn Ill P.W'j l.n) MA-t« « N Lt• {b . ill FLUX Dl RIOLMN 11110~ INfE I I 1 1 aw 111W "4 TOTµ T17,J I 71A QISTRilln. N; 11S TYPE 1 CUTOFF cc><srceNT{ a 1lTLtLttlai IA q IJ � 1) t.t ► 1 1 1 t 4 t Tri+:•'riSASF wDY�t N utrlt a ►�.►,� �.►g(!y Llkt, W, wr Ilt+y Wk» LL'p ,,d I7S09 I,.," F/olwipf rtl.Of I1164 IPA 11 @t:N.Up hi'/nt Flux N$1Rit3vrcq .'t 110 r"I 11:7 7.1 TOTAL lW1 pJ PSTRlBU106; IES TYPE IY CUTOFF �src�,'n a urLm1T>rr; al lS � � ►1 fI {J 1 1 1 { t 1 1SNN1S.�� kTJT1.' N Llii 7' Y?.!1?d FE.�T: P.. 1 KV81 250M R3 LAYa W rr Waif RAW$ t" Idd k,wo>WWI Tog A•w * 1IM140 FOOIG1 cAd y+lWl 61tt4 9n Is' M9vNini; NiPN ISO FOOTCANDLF WORAMS FWk pISTRIpUT10N 1 fT10NT tl 1� 11FAn 11741 t{ 7 / TOTAL Iu1T e1J 1 s W0AIDMON: ICS TYPE III CUTOFF 1 tl tt .1 CGE%F7C191'ITi Qf VTL.FITgH 1 11 of 1 � A+ ba tee I« V QIS`AV:E N'T1 O7 YDUYrpic rE1Gj,1 4, ND 1411-•1 40mrck reclA f4•In 4 t 1 { 1 1 ■ r' aN T SF WUM N LfM 0i W.'t M4 Anlift 1I 1• Ih KVS ! 250M R5 L yl lfG rr Ill Nw. 1, "tD heK 1dAt! LZ ►p 1 foaltool Illm 01104 0 11 I1oon;inp htgnl !40 PLOOTCANDLE DIAORAM$ FLUX OISTAIDUTiON 1 I f RM T� SI S 6 { I 70T4 1509 MI a 1 t5 , 'Q11 IV MIRBUT10N; IF$ TYPE Y SYM CLrTOCF { t Ci7EfrGfJ1'n OFUTLP.1T17! t 1 a) r 1 b {+ 4f' 1 i 91 0197u1.E h V-141 Q, ya*.TAis «F:aw 1, rn,-tq •Q ty,' Wtl(G''Oh l/G1or. 0l417 .v h •n tt ul 1. ,1 r +rw; 1 {I t• i« f 1 ! 1 • f 11I•IN ELECTRICAL CHARACTERISTICS WI CL RMf NFIN.AP,T POMA MKAAY WATTAt3; iMILAIT SrJLTAOL (AMP11 i101MI'M DAO►GLrT IMrlfi VOLTA41 WA711 AC7011 RTGULATION t%) V41 V v LAMP WATI1 Iwo 10" W 60 to MA 401 1VI,44 ep PataL40 2Q jvl.2iI 1G3 9Q2 90• t10'A 277 vil.C! t1s - - 4e0 .46167 22C Tatted to Qvrren! IES t'1d NFMA tt+no{;d/ undo ete911!Ted fabordi0ly OOn41i0nf.YtlrlVUe o�i71t!np lectors an Cause dltia•eriC" Wftr4n 11bo.,41,ry Ilnd solual fiotd RvAturarrwN, pimenCeiM& and tp1,If otRionl ere Ww on tha m311 It WWI ova IVO dote end art tubjetl to changa, rA /- / moNIA BPICIFICATION ORADE OUTDOOR UGHTINO �5 M� 7 RGX It. CRAV+P $VILM IND ANA 47t)), TILIPH04C 311 W 1137 x 3' 7 !d)-a0d). A Wy. Of LITKptiIA Li0tmNO 1 IN CANADA tt00 h:TH AVE Cwtis 0.)MC H{T IV), A DIV CW Ne I HO0 D;Noi; IN 1991 LfTHONIA LIGHTING 3 1 T HE 11 F'1= f,i'i TEL e SPECIFICATION INFORMATION DesigrTJ for W Rigid Stern Mounting. (X'" available) STANDARD FIXTURE SECTION Number r< '4WAlt STANDAHU 00t4f _2' G10 G10 — Black Gloss 100 1 Mod Base "— wl�ile Gloss, VV 150 150 94's, 14* MediumBase 012 — Red Gloss R0200 200 10.1/2' 16' Modlon) Base G13 - Yellow Gloss 300 10-3/4- Madlurn Base G14 — Vive Gloss 300-500 12.3is, 1 18' 1 Mo2ul Base G15 — Green Gloss 616 — Brown Gloss PEEP 6014t_ M41 — Bragg Metallic 200 10-311,41 10, Mad!Lim Base VON — Verdigris B03 BD30500 710, _0 11.7/8' 13' Medium Base GAL — Gil -Tech BD500 U10-501D 13, Mogul base t_y__T�to el it 0 CTOR PC AD100 I Medium �iirPCeV Ae gBase 200 12-v2' 11' Medium Base 's; A e A01 VOW 100,200 1 6.7i8* 1 20' 1 Medium Vase G ! 0 - BLACK GLOL (;I I - Vii 11TL ULQr Cl 12 -- RED OLOS-: Gill - YEtAC)vv 0,1,() VOJIP- (i I -I - f1:1 Ui- G i -i - n nr. (- rq (it ().7- 20 INCH 0QW?qLl0HT 500 --1 —1 c.i i f, -- ()N(iwr,j (;L0 177, W 07 —M—gul Base I I JI I 1 P�Jrj I - BRASS METAL 70 INGH UPLIGHT 27 I moow Base VNII)I(MIS EX/ MIPLE OF ATYPICAL ORDER For (.a!1',')py, bracket and accessory ordering information, refer to Accessory Tab. Tlisl, d for damp locations. Wet lonations available upon specifica!ion. T C-7 THE D J U 14 1:1 1 C., 1-15 F .00TION GOOSENECK BRACKETS To order, sp,00Y catalog number Indicated, All brackets are for both indoor and outdoor Installation, Note: Brackets lure 3/4'stems must refract this in the ordering Of1be r ,.afj I octor for which it will be used. (Example,, A WD200-G i i StylePi F14.25 TYR 7410 Y _777--, r7' "A 0060nakA VYAN UraCke!- Featuros rigli'l candull and cast wall Plato which fits 41 Octagonal box (by Other). Trio bracket feat'4ref, a bronze finish, Aluo available with 3/4' Conduit; sea ordering Vats. 7 R 7.63' 7.53 W4 NY 013-D-3-93RZ: $11)!Jle BrACkut. Features rigid crifidwIt and Cast watl P41te vv?)iCh fits 4Oct390-lal box (by other) The halcket roatvos a bronco St, Y!P:G -11 001.1. 'Ue A.: R 7 /4"1. 14 N.P X. 7— 'T, GO-0-3-BRZI PpinRIO Reflector Gooseneck Wall BraCk0l, Feature5 rlQld Conduit and cast wall Plate whicil fits 4' octagonal box (by Other). The bracket features a bronze finish. style C - 4,25' .13 9,00, t4, 0.0 '-6 26- , 'Stralght 90 N, 11�1 00-C-2-13FM Single Raflec ,tor GOOSOnOCK Wall Bracket, Featuros rigid C, cast wall Plat; which NO V octagonal box (by OIN04, The bracket f@4tveasO Mimi. A15o OvAllable With 314- Candull, see ordering data, Style E A 13,301 10.84' 40,00" 9.. 1.4 N, PIT• N, GD-12.2-BRZ: SIngfe fl0floctor Gooseneck Walt f$rIcket. r`ottvFe,, riflid con(. cast Well Pl,'110 which fit$ 4 1 octagoittil box (by Other), This brrvkot Is ClOS19mr mounted 10 a horizontal SLjrfa1;e, but could also l;lq Mounted to Fk wall. The Ur features a bronze f,nV,),. OD-H,2.13RZ: triple Umoneck wall Dracket, Featuros rigid Condul cast wolf Plato Which fits 4. oct4gonal box (by other), The bracket feature& a br finish, A80L.1 irrr—pj 1- 0 V E JN kv od� - �' JPY41 a)ll� `/� Y �' ��� ^ "2 7 ------------- -------------------- �fel, No Text M E M O R A N D U M To: Applicants/Projec F'les From: Raymond J. Belair, Zoning and Planning Assistant Re: Preliminary Comments, September 24, 1996 agenda items Date: September 3, 1996 BANANAS UNIVERSITY REALTY, LTD. - SITE MODIFICATIONS - REVISED FINAL PLAT --- provide overall coverage information for commercial portion of L&M Park project. --- the shared parking analysis for this project indicated that 489 spaces were required and 489 spaces were approved. This proposal reduces the overall parking by one (1) space. A revised shared parking analysis or parking count analysis should be submitted which justifies this reduction in parking availability. --- submit "as -built" landscaping plan for the commercial portion of the L&M Park project. --- all dumpsters should be placed behind the screened enclosure. MCINTOSH PARTNERS - DELI -BAKERY & RETAIL - SITE PLAN --- for the deli -bakery, provide the number of seats and the square footage of floor space provided for patron use but not containing seats. --- provide number of bed spaces in the existing motel (for sewer credit). --- provide details (cut -sheets) for all building mounted lights and show locations on the plan, if any. --- indicate that the easterly property boundary is the zoning boundary between the R4 District to the east and Cl District to the west. --- provide bike rack as required under Section 26.253(b) of the zoning regulations. -- staff recommends that the Shelburne Road access be eliminated. --- provide the type of construction to be used for the building. --- there is only a two ( 2 ) foot strip of land between the parking lot and the property to the north. It is the Planning Commission's policy to require a five (5) foot strip in this type of situation for snow storage. --- explain meaning of note on sheet 2 "cut back existing hedge along McIntosh Avenue and remove any weed trees." 1 Preliminary Comments - Planning September 24, 1996 agenda items September 3 , 1996 Page 2 --- staff recommends that a sidewalk be constructed along the entire property's frontage with McIntosh Avenue. ALEXANDER LEWIS - AUTO SERVICE FACILITY - SKETCH PLAN --- show property line distances. --- the minimum landscaping requirement of $7500 is not being met. Plan should be revised to provide additional landscaping to meet the minimum requirement. --- indicate which parking spaces are for customers and employees and which are for vehicle display. --- the applicant should be aware that the road impact fee will be approximately $3500. --- provide the number of additional employees (for sewer calculation). --- provide existing and proposed front yard coverage calculations for each of the front yards. The front yard coverage limitation is currently exceeded and the proposal would increase the degree of nonconformity. The Planning Commission has no authority to allow this additional front yard coverage. --- plan should include the property's street address. --- provide details (cut -sheets) of all existing and proposed exterior lighting and show locations on the plan. --- applicant should provide a point by point lighting plan which shows that the maximum illumination of lighting at ground level does not exceed an average of three (3) foot candles. --- the plan should show the boundaries of the Bartlett Brook Watershed Overlay District. --- indicate the square footage of undeveloped land which will be converted to developed land. --- show all existing and proposed dumpster storage locations, all dumpsters should be screened. --- a bike rack should be provided as required under Section 26.253(b) of the zoning regulations. --- the Lakewood Commons property should be removed from the plan since it is not part of this application. --- all non-downcasting and shielded light fixtures should be replaced with fixtures which are downcasting and shielded. --- the row of trees along the north boundary should be saved and shown on the plan. --- the existing metal building in the "trash area" should be shown on the plan. 2 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 September 3, 1996 Roger Dickinson Lamoureux, Stone & O'Leary 14 Morse Drive Essex Junction, Vermont 05452 Re: Deli/Bakery, 1120 Shelburne Road Dear Mr. Dickinson: ZONING ADMINISTRATOR 658-7958 Enclosed are preliminary comments on the above referenced projects from City Engineer Bill Szymanski, Fire Chief Wally Possich and myself. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Friday, September 13, 1996. If you have any questions, please give me a call. Sincerely, Ray J. Belair, Zoning and Planning Assistant RJB/mcp Encls 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 24, 1996 Agenda Items Date: August 23, 1996 BANANAS UNIVERSITY - (L&M PARK) - SHELBURNE ROAD Site plan showing revised parking prepared by Pinkham Engineering dated 2/8/96 is acceptable. CHATHAM GREEN - HINESBURG ROAD 1. The parking space where the new sidewalk intercepts the existing parking lot should be eliminated and striped for pedestrians. 2. The use of perforated pipe bedded in gravel for some of the storm drains should be considered to keep the ground water as low as possible. BRUEGGER'S BAGEL BAKERY - SHELBURNE ROAD 1. Water and sewer services should be shown. 2. Site drainage should also be shown. 3. McIntosh Avenue should include a concrete curb and sidewalk. DUPPSTADT LAND - VAN SICKLEN ROAD 1. Streets A, B & C should be public built to City standards. This to include curbs, drainage system and a sidewalk on one side. 2. Van Sicklen Road is 3 rods in width (49.51) an additional 5.25 feet should be deeded to the City. 3. Providing a sewage collection system will be a major undertaking. M E M O R A N D U M To: South Burlington Planning Commission From: Wallace Possich, South Burlington Fire Chief Re: Plans Reviewed for September 24, 1996 Agenda Date: August 30, 1996 1 2. NP 4. Chatham Green Hinesburg Road Same comments as 4/22/96: Dated 6/12/96 Due to the somewhat congested appearance of the complex, absolutely no vehicle parking could be permitted in the access driveway areas. Any parking other than in designated lots would severely limit emergency vehicle access. All apartments should be sprinklered. Also I would prefer a secondary access into the complex. L&M Park Fayette Road Acceptable Lewis Motors Shelburne Road Acceptable Bruegger's Bagel Bakery 1120 Shelburne Road Acceptable Dated 6/28/96 Project No. 7721 Dated 7/16/96 Project No. 95068-52 Dated 6/28/96 Project No. 96087 5. Duppstadt Lands Dated 7/8/96 Hinesburg & Van Sicklen Roads Project No. 95-116 Acceptable; plan "B" is preferred due to better access to several of the planned structures. r 711E CONTRACTOR 511ML NOTFY'DIOSAFE' AT 1-e00-21NVIRI PRNYt TO ANY EXCAVATION. STIE uErt, y— SHELBURNE RD LOCUS MAP SPILLANE'S N TS GAS ^' STATION/ ' CONVENIENCE \} I STORE N/F I ; rZ SPILLANES I I j} I 0 1 I I i 4 ( PAVO ( dMVn +V + + CUT EDGE OF C(ISTING PAW1*NT ELECTRICAL TRM/SFOM1gt '' BACK MINIMUM µ MUA 1'. CLEAN AND NUBt PAD ` COAT RIM EMULSION PRIOR TO _ PAVING (SAVE AT OTHER ACCESS).i::1ur % NEW DtPRESSED CONCRETE —o W CURB ACROSS ACCESS ...........................,..................5 ... _ A �---- TM Trig. � ------------ 20 TAPERED CURB y - AND RAMP I 1 w t V) AND RAMCUR9 24 C f~ r I TBM ELEV.-202.50 (ASSUMED) SIGNAL STRAIN POLE TOP OF FOOTING A RIM - 201.78 15' CMP INV. OUT - I97.ee 1y R•y-K ;. ( f / -I ® M —ST— L —ST— —ST — —W— —W — — McINTOSHAVENUE —5 A "us /2 RBF CONNECT TO EXSTw CURB S70P — LO RIM - 2W31 . Z EX. IV MV. IN - 201.31 ' O-' NEW 15' NV. IN - 201.3825 + m- L0 e• INV. IN IN e' wV. WT - 125A0 00 NEW 4' PVC SEVER SERVICE. NEW e' PVC ROOF STORM ORNN. r , MIN. SLOPE - 0.021 FT./FT. COI. SLOPE - o.02I FT./FT. LocATE ! FRIENDLY'S ! LOCATE AND VERIFY CONDITION AND VERIFY ELEVATION OF EXISTING MID ELEVATION CF EXISTING STORM SEVER PRIOR 70 CONSTRUCTION. I N/F SEVER PRIOR TO CONSTRUCTION. CONNECT To EXISTW SEWER 1117H /s'xe' PVC VRE sADOIE. #1184 SHELBURNE RD 5f — 9 rE a'' C� AUG 2 9 1996 City of So. Burlington LEGEND EASTINO PROPOSED — — $ -- - S SEVER — — W — --W WATER — —ST — ST STORM — — G — — G GAS OHW E ELECTRICAL SERVICE ® ■ CATCH BASIN `� 'o• UTILITY POLE .+ O LIGHT POLE ® ■ POST OFFICE MAIL BOX CONCRETE SIDEWALK CONCRETE CURBING ROADWAY EDGE 20' X 10' STOCXADE FENCE N/F `.... ..._.. DUMPS ER DOROTHY GARAGE BLACK PF !! /17 NEWTON AVE. GARAW , / / I /19 NEWTON AVE / _j 1 I TAPERED \vI CURB ( -_ I — u N / I I �VEERNE & ,MEAN 12 cMP NV. M _ 206. C McDONALD 15' C1MP INV. OUT - 200.81 —ST ST _ — RIM - 206.09 —T- 12' GIP INV. OUT - 202.72 CA BASIN 1 NEW RIM - 20&5 NEW 15' P wV. OUT-2DI.75 CM I GRAPHIC SCALE m m m o ( IN FQF ) 1 Lwh - 2.0 tt SITE PLAN NOTES: OWNER: REGINALD GIGNOUX, VENTURE ONE PARTNERSHIP, LTD., 2127 SHELBURNE ROAD, SHELBURNE. VT 05482. CONSTRUCTION MANAGER: THE WADHAMS COMPANY, P.O. BOX 562. BURLINGTON. VT 05402, ZONING DISTRICT - COMMERCIAL 1 REQUIRED LOT AREA - 40,DDO SQ.FT. ACTUAL LOT AREA - 39,000 SQ.FT. REQUIRED FRONTAGE - 200 FT. ACTUAL FRONTAGE - 130 FT. REQUIRED SETBACKS: FRONT - 50 FT. SIDE - 15 FT. REAR - 30 FT. RESIDENTIAL ZONE - 65 FT. LOT COVERAGE MAXIMUM - 70% ACTUAL - 48% BUILDING COVERAGE MAXIMUM - 30% ACTUAL - 6% FRONT YARD COVERAGE MAXIMUM - 30% ACTUAL - 24R SHELBURNE ROAD) 20% MCINTOSH AVE.) PARKING REQUIRED - 27 SPACES + 1 LOADING ACTUAL - 30 SPACES + I LOADING APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF , 1996 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF 1996 BY CLERK OR CHAIRMAN 1145E RAMS WTH LATCST KVWIS MU ONLY EE USED FOR THE FUWOSE SNG/N 1ELM. C3 SKETCH/CONCEPT PRELIMINARY 0 FINAL p RECORD DRAWING BRUEGGER'S BAGEL BAKERY 120 SHELBURNE RD SOUTH Bi PROPOSED SITE LAYOUT LAMOUREUX. STONE do O'LEARY Consultln/ Wnglneere Inc. 14 Morse DriV El.Junction. VT D5452 (802) 878-4450 Rogineere-Plammere-Surveyors PLANTING SCHEDULE LEGEND TBM INSTALL TEMPORARY DAM EROSION CONTF W Z ss 'I re . I r NI 11 i ,�Mgg�� g� pp�gg�pp� gr ,may ��MM�g ��XXWp RM��pgg�� •B 1ASM Wa�iWkWMB�RP Ir%OTB.B�I•Bli w,rsileBB .1, 00 A A SON NW-\ AN y �� - m C McINTOSH%AVENUE - - - - UP 41 'II, 300A — "US /2 RBF RBI - 206.31 INSTALL TEMPORARY CATCH BASIN INLET PROTECTION I L_ I r FRIENDLY'S I N/F I JM184 SHELBURNE RD KEY OUANTRY BOTIANICAL NAME COMMON NAME SIZE TREES AS 4 Aeer ear�charum 'Green Mtn.' 'GREEN MOUNTAIN' SUGAR MAPLE Y - 2 1/2' OR 3 Ouercus rubra RED OAK 2' - 2 1/2' OT 4 CIedHBia triaconthos THORNLESS HONEYLOUST Y - 2 1/2- SHRUBS IG 21 Ilex alabra 'comPacta' COMPACT INKBERRY 1s` - 24' SB 17 SDirea bumoldI BUMALDI SPIREA 18" - 24" 'Anthony waterer' SV 4 Svrinao euiaaris ULAC 3' - 4' JV 14 JuniOerus virainiano UPRIGHT JUNIPER 4' - 5' TIRI CONTRACTOR SHALL NOTVY 'EXCAVA7 A1. 1-800-225-4477 PRIOR TO ANY EXCAVATION. 20' X 10' STOCKADE PENCE CUMP57M ENCLOWK ---2a6--- 206 rWYYI V EXISTING CONTOUR NEW CONTOUR EXISTING TREELINE NEW TREELINE TREE TO BE TRANSPLANTED TREE TO BE REMOVED NEW TREE (SEE SCHEDULE) TREE TO REMAIN 2 STRAND TWISTED 12 OUAaE _ GAL MIRE ENCASED IN 1' DIA. RUBBER HOSE TRIM STREET TREES 70 PRO DE I ET BEIMEEN THE GROUND AM I— NSF (2 D 3) Y T Y HNOw00D SX r DR VEN THE nRST TREE BRANCH \ I \ DOROTHY IGARAEI BLACK r I OWY BNTO ADE ACARLL VAN REQUIRED (SEE NOTE 02); PLUMB TREE TRUNK N I STAKE ABOVE NECESSARY POR FIRME AS FOR N J �- SUPPORT. STAIRS SHALL BE T. STAKES SUPPORT. CPOMA"LE STANDING pp Np T LY -ND ,BUNK \ IPF I YYEEAR� IEAASTO FORM 4* SAUCERCUT 1 AND REMOVE WIRE ` /17 NEWTON AVE. UNDISTURBED SOIL— MESIf BASKET ROPEg ANON OR fINRIAP MtL1P FROM \ I .' TOP 1/3 OF ROOTBALL L — I BACI(FTLL WITH EXCAVATED SOIL BREAK APART EDGE a' AMENDED WITH 5-10-5 FERTILIZER EXCAVATION w/SHOVM \ I AT I RAZE OF 10 PWNDS PER AND 2 X BALL DIA WITH OOSSTING SOX. END PLANT LTo °F SON.. WATER AND TAMP TO REMOVE AIR POCKETS PRONDE SOIL TRANSTION TAMP O R S \ NONE 1. PLANT TREE SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. _ — — IT 2. STAKING AS REQUIRED ONLY BN SITUATIONS WHERE TREES WILL BE SUBJECTED 10 WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3 TREES SHALL BE OVARANTEED FOR A PERIOD OF TWO YEARS AFTER PLNTNG / 4. EXAMINE ENTUE THEE AND NUR REMOVE ALL SERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTNO TO PREVENT GIRDLING, GARAGE r— TREE PLANTING 1 #19 NEWTON AVE, 1 If 00 iv I VERNE &f JEAN McDONALD I\ It / EC v L.0 I AUG 2 9 1"6 �' TCR BA9M i NEW RIM 205.5 I CUT BACK COST NG HEDGE ALONG MON10S1 AVENUE AND REMOVE ANY WEED TREES, I GRAPHIC SCALE m s a m a w ( IN PENT ) I knah - 20 tL City of So. Burlington all APPROVED BY RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF SOUTH BURLINGTON, VERMONT, ON THE DAY OF , 1996 SUBJECT TO THE REQUIREMENTS AND CONDITIONS OF SAID RESOLUTION. SIGNED THIS DAY OF 1996 BY (CLERK OR CHAIRMAN) O SKETCH/CONCEPT PRELIMINARY M FINAL O RECORD DRAWING BRUEGGER'S BAGEL BAKERY 1120 SHELBURNE RD SOUTH BURLINGTO GRADING & LANDSCAPING PLAN umo7 RM, STConsulting �OSe Ire )<IIOLURi 14 Morse Drive Essex Junction, VT 05452 (802) 878-4450 SIIg(new@-Plan1mW0-Surv*Y0rB 1• w ry WEARING 1/p01 RAM �1 1/I iMlpt TYPE al BASE D,RNAETB AIPNALT //C RADIDB - 3,600 PSI CONCRETE OID AREA - Qw S.F. 1 ' II EXISTING OMVEL BASE IZ" MIN L.or OR MATCH ROADWAY, AIRK NEW CIIISIER RUN GRAVEL O OEM -'I 4• Koine : i) WRI JORC BE 00 $.lO SECTIONS OJO0' � EXPANSION ENOONSMIICIFD OFF MATERIAL CONFIXW9N0 TO Al 01, oE910NAT10N M-1&T ( I/T SPONGE RUO&F OR CORK3) ALL EXPOSED SURFACES ) 0 AN SPAUNG COMPOUND. RECEIVE 2 COATS CONCRETE CURB NIS ' 0 EXISTING PAMMENT OR TO PAWID. CLEAN UT EDGE WTH EMUSFIED _ EMSTMO PAVEMENT TYPICAL EXISTING PAVEMENT A 9RAVFl REPLACEMENT v 5" THICK VARIES (TYPICAL) "\ Y41 YHtCK FIE CRUSHED GRAVEL VT STATE SPEC IFFOCO&M CONCRETE CURB SEE DETAIL O GRAVEL O 1. CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3,800 PSI AND MEET SECTION 501 OF THE VERMONT STANDARD SPECIFICATIONS FOR CLASS B CONCRETE 2 HALF PION (u •) TTANSVERSE EXPANSION JOINTS SMALL E PLACED AT INTERVALS NOT TWENTY FEET (20"i. SIDEWALKS SMALL E SCORED TO A DEPTH OF aNE INCH (1'I EVERY flVE (s-) FEET. CURB MA SIDEWALK SECTIONS SMALL E SEPARATED BY A PRE D CINT FILLER. 3. ALTER THE INITIAL CURING PERIOD IS OVER (APPROXIMATELY 28 DAYS), ALL EXPOSED SURFACES SMALL RECEIVE TWO COATS OF ANTI-SPAUNNG COMPOUND, 4, INSTALL 2" INdC DOW STYROFOAM SM OR EQUAL INSULATION BOARD BENEATH COMORM WALK AT BUILDING ENTRANCES. CONCRETE SIDEWALK DETAIL N.T.S. 2" RADIUS CONCRETE CURB ( A5SHOWN ON PLNR T y FINISH ORAE ll _ TYPICAL DEPRESSED CURB HIS m WATT METAL MAUDE LAMP GENERAL CONSTRUCTION SPECIFICATIONS 1. ALL WORK AND MATERIALS SHALL E APPROVED BY AND IN ACCORDANCE VAIN THE LATEST VERMONT AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION. THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS REQUIEMENTS. AND THESE PLANS, 2 THE CONTRACTOR SHALL BERESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR EXCAVATION PRIOR TO ANY WORK PERFORMED IN THE PUBLIC RCHT OF WAY. 3. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "ENGSAFE" AT 1-800-220-4977 PRIOR TO ANY EXCAVATION. 4. UTIUTES INFORMATION SHOWN HEREON WERE OBTAINED FROM BEST AVAILABLE SOURCES AND AND MAY OR MAY NOT BEEITHER ACCURATE OR COMPLETE. CONTRACTOR SHALL VERIFY THEEXACT LOCATION OF EXISTING UTILITIES AND SMALL BE RESPONSIBLE FOR ANY DAMAGE TO ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR THE SHOWN HEREON. IN TEVENT THAT ACTUAL LOCATIONS DIFFER FROM THOSE SHOWN ON THE PLANS THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER. TE CONTRACTOR SHALL CONNECT OR RECONNECT ALL UTIUIIES TO THE NEAR EST SOURCE THROUGH COORDINATION WITH UTUTY OWNER. P OF FOOTING VE FINISH GRADE IS" DIAL 45' DEED COORETE) 3 4" OOVICENdNT FOR C LUMINAIRE DETAIL N.T.S. oM 1MlifNMl aAtar a P NW tstWm 4RMn rat xA1MM1E - r tWx trt DCOC x1ADMA t ,/r 4o-uW x µ Jo -Moo x F. o-rR x BRED OAR MlWQ ON IJ•A1I - K WWC N MN4l Nx00 0txx soo o-4x Slow N�E� ] t/r LOCI x �OWWtD s x0 1W x r 7P-10o x r t/r Fo- W x N-eo x µ I6 x FWD S-10x GRADATION ]REQUIREMENTS & THE CONTRACTOR SHALL E RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EMS19M VEGETATION. PAVEMENT AND STI&ACTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON THESE PLANS, TCONTRACTOR SMALL REMOVE ALL EKCESS NATURAL. OEBRIS AND TRASH FROM THE SITE UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 6, THE CONTRACTOR SHALL E RESPONSIBLE AT IRS OR HER OWN EXPENSE FOR ENSURING THAT THE DUST CREATED AS A RESULT OF CONSTRUCTION DOE'S NOT CREATE A NUMSAN:E OR A SAFETY HAZARD WHERE AND WHEN DEEMED NECESSARY BY THE ENONER. THE CONTRACTOR SHALL E REIFIED TO NET SECTIONS OF 7 E CONSTRUCTION AREA WIN WRIER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS NTH A POWER BROOM AS DUST CONTROL 7. ANY SURFACES, LIES OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL E RESTORE TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY PRIOR TO THE BEGINNING OF OPERATIONS. & THE DESIGN ON THESE PLANS SHALL E INSPECTED BY LAMOUFEUX. STONE It OIEARY (CONSULTING ENGINEERS. INC.. ESSIX JUIIC7ION, VERYONT, lO EN! COMPLIANCE WITH THE PLANS AND REQUIREMENTS. LAMOUREUX STONE t O'1FARY WAVES ANY AND ALL RESPONSIBILITY AND LIABILITY FOR PROBLEMS THAT MAY ARSE FROM THE FAILURE OF THE CONTRACTOR TO FOLLOW THESE PLANS SPECIFICATIONS AND THE DESIGN INTENT THAT THE PUNS CONVEY, AND FROM FAWNS 70 HAVE BEEN RETIED AND NOTIFIED TO INSPECT THE WORKS AND TESTS IN PROGRESS 9. FOR ANY WORK WITHIN THE HIGHWAY RWHF-OF-WAY A MINIMUM OF OE -WAY TRAFFIC SHALL E MAINTAINED AT ALL TIMES, CONTINUOS, TWD-WAY TRAFFIC WILL BE REQUIRED AT MIGHT. DURING RS, CONSTRUCTION PEAK-HOUAND WHENEVER POSSIBLE DURING ACTUAL ACTIVITIES. UNFORMED TRAFFIC CONTROL OFFICERS SHALL DNLECITRAFFIC DURING PEAK HOURS WHEN THERE IS ONE-WAY TRAFFIC OR WHEN DEEMED NECESSARY BY TIE TOWN OR STATE. TEMPORARY CONSTRUCTION SIGNS AND TRAFFIC CONTROL SIGNS SHAY E ERECTED BY THE CONTRACTOR IN ACCORDANCE NTH STATE AND 7004 STANDARDS. 10. TO ASSUME COMPLIANCE NTH THE PLAN(. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24 HOURS IN ADVANCE OF STARTING ANY WORK. CUTTING THE PAVEMENT, EOIININC THE INSTALLATION OF ANY UIWTES. BRWOMO IN MY NEW GRAVEL FOR TE NEW BASE. PAVING, AD FINAL INSPECTION, IN ORDER To ASSURE COMPLIANCE WYK TIME PLAN. 11. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWIR AND WATER LINES SHALL E INSTALLED IN ACCORDANCE NTH THE LATEST EDITION OF THE "TEN STATE STANDARD - RECOMMENDED STANDARDS FOR WATER." 12 WEALTHY EXISTING TREES ON AND ADJACENT TO THE SITE SMALL BE SAVED AND PROTECTED AS. ORDERED BY THE ENGINEER. 13. OPEN CUT AREAS SHALL E MULCHED OUTSIDE OF ACTUAL WORK AREAS, ARID HAY BALES SHALL E EMPLOYED TO CONFINE SHEET WASH AND RUNOFF TO THE IMMEDIATE OPEN AREA AS ORDERED BY THE ENGINEER OR ARCHITECT. 14. AT COMPLETION OF GRAW0, SLOPES. DITCHES. AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE OF POCKETS WITH SUNTICENT SLOPE TO ENSUE DRAINAGE. is. FINISH SLOPES. DITCHES AND DISTURBED AREAS SHALL RECEIVE A MINIMUMOF 4 INCHES OF TOPSOIL AND E FERTWZM, SEEDED, LIMED. AND MULCHED. IURF ESTABLISHMENT SHALL BE PERFORMED IN ACCORDANCE NTH SECTOR 551 OF THE VERMONT ADFNCY OF TRANSPORTATION SPECIFICATIONS AND THE SPECIFICATIONS INCLUDED ON TUBE PLANS. 18. ALL FILL SHALL E PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 931E OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASIM DM STANDARD PROCTOR UNLESS OTHERWISE SPECFIDD. 17. THE HAYBAE DAMS, SILT FENCES, DITCHES* AND OTHER EROSION CONTROL DEUCES SHALL E MAINTAINED AND REPAIRED BY TCONTRACTOR AFTER EVERY RAINFALL OR AS ORDERED BY THE ENGINEER UNTIL ALL dSIURBE1 AREAS HALL: BEEN OWEID AND APPROVED BY THE ENGINEER. THE MAINTENANCE OF TE EROSION CONTROL DEU(ES NJ INCLUDE REMOVAL OF ANY ACCUMULATED SEDIMENTATION. 1& ALL NEW WATER SERVICE PIPE SMALL E TYPE K COPPER 7UBMG. THE NEW BUILDING SERVICE THOROUGHLY FLAMED PRIOR TO BUILDING OCCUPANCY. 19. ALL SANITARY AND STORM SE"R PIPE SHALL BE OF THESIZE INDICATED ON THE PLANS.PIPE PIPE AND FITTINGS SHALL E SOL35 PVC CONF'ORMINC TO ASTIR D-3034, ASTM D-3212 ASTIN F-477. W ME a� WCADIWY 9URI'NX Cqa n CONCRETE USE ASPHALT TREATED FELT RNA LTe.'P CONCRETE Vapi" COURSE SIDEWALK BETWEEN �V A SIDEWALK RAMM WW1 BE 0",IL" Y SIDEWALK AND CLERGY ` ISLAND �QXAWA AT IIDEWMXS�,VO CIRIK NI i01BECG SwL1RD.6:d B 9 1/r THICK TYPE 01 \ D' IP }! (y� �/jV/�TF . MAXIMUM WIMP SLOPE _ I'M. 4 TOP:'aOL BASE COURSE CONCRETE CURB -- S' AUG G 2 / 1 1 SEE DIAL come i1sloy" OR RL{YI Y o. Burlington U�WP�IIXNRFDdH � t TAPER — /\�/� \�/\A\,\\Ax//v mwP>w 7ACHCWTE CURB CONCWEW. CUm Ookom ••TOOT 12,2, B-B PARKING AREA DETAIL WITH _TYPICAL SIDEWALK HANDICAP RAMP CURB AND SIDEWALK: CONTRACTOR SHALL NOWF`( ENGINEER ,O N!SPECT WITS �- SUBGRADE SISS AFORE PLACING ANY GRAVEL 0..3945 BAUCRL WITH APPRON EXCAVATED MATERIAL COMPACT TO 95% IN 6 INCH Urm SIDES OF TRENCHES 4 FT. OR MORE IN DEPTH TO BE ENTER BY WORKERS SMALL BE SHEEI OR SLOPED TO Tffi ANGLE OF REPOSE. APPROVED ROCK FREE BACKFI L COMPACT IN 6' LIFTS (NO STONES LAR" AND 1.5 INCH DIAMETER) TO 95X DENSIT APPROVED ROCK FREE BACKFII FOR DI AND COPPER PIPE BACIffWL WTI' APPROVED EXCAVATED MAIEPoAL k MOROUGHLY COMPACT IN a INOI UFTS. UNDISTURBED UNDISTURBED SOIL ' COVIIt IS LESS THAN 6 FEET, LACE 2 INCH THICK INSULATION CARD, SUITABLE FOR BURIN. VIER PIPE. IN NO CASE SHALL HE PIPE HAVE LESS THAN 4.5 EET OF OOVER OVER THE CROWN IS OUTSIDE IETER OF PIPE) 1E CONTRACTOR SHALL AT LL TALES WEEP THE TRENCHES NTRELY FREE OF WATER UNTIL LL WORM: K ntusm U AND EADY FOR BACKFALINGL TYPICAL WATER TRENCH NTS FINISH GRADE FINISH (EtADE, P, ALL BACKFAL THOROUGHLY OaWAI-TIED N 6' LIFTS ST GRISWOLD MH-48 OR APPROVED EQUAL 24' :EDGE LIMIT CRUSHED STONE YARD INLET DETAIL NTS 4' STAKES KEY MINIMUM 4' INTO GROUND CIA. BASE ENSMW GRWND A ­EARTH BACKFILL UNDISTURBED SOIL OR 6' OF TNOROIOHLY COMPACTED �3/1' �Y CRUSHED STORE, DOENB BEDDNG 10 STAKE MIKMUM I' amns OF EXCAVATION INTO GROUND HAYBALE DAM (SIDE VIEW) HIS FROM TO THE START OF CONSTRUCTION, A SHOES ROM OF STAKED, TIGHTLY COMPRESSED NAYBAIES IS TO BE INSTALLED FOR EROSION PROTEC110N. A III40 N OF (2) IN IN 4' HARDWOOD STAKES ORNEI ONE FOOT INTO TILE 14AICWOW STAR GONR WALL BE USED FOR EACH HAYBALL THE HAYBALES SHALL BE MAINTAINED UNTIL THE FINAL ACCEPTANCE OF THE WORN. HAVWAE AR NAYIIALES SMALL BE KEYED INTO GROUND A MINIMUM OF 4. HAYBALE ]DAM EROSION CONTROL BARRIER NTS UNC45TOFOW SOIL GASKEIED SDR35 PVC CAP. SET TOP OF CAP AT FINISH TIES 70 TIRES NEARBYPUU. ANCHOR: BALES N11N ( ) BE TO IwTALIiD N(ES G Ta FOR STORM UNF:S I� (p.yER I5 L� 5 7NAN 3 1/2' PLAC+E 2' TEACNf� NSULATKN Fl �D CBOECTS it AROUND CATCH BASIS WIINC OONSTRUCNW D WHICH19 i I I l�l I I i 1 EN ORDERED BY THE - _____ FOUR NRSUIP6BLL - N NO CASE SHNL T1E PIPE NAVE LESS THAN 2 t/2' OF coVOI DYER THE CROWN ('D' IS OU79DE SHORT LENGTH O PIPE _ -� _ -- STORM SEWER - DIAMETER OF PIPE) 45I -_� STRUCTIRE THE CONTRACTOR SHALL AT AS NOTED ALL 'LINES NFEP THE TRENCHES ON PLANS It g "- EUNTILNTIRELALLY FREE OF WATER AND READYR IS BACWFIW�NO 1 / ,�( I I I I I i f I I 1 Lp I I I 1 I I I 'RAID TIDY R,, E C -1.- - - { 3/P STONE Be"IC, TYPICAL SANITARY ilk STORM TRENCH NTS EROSION CONTROI. SPECIFICATIONS 1. See oths, draw" of the« Plans Oar "tb d sturmwatr m4 ar." cmtM spedRoatkAs ab deblw 2. Then W-Y aM lard fbiNh Ore. clap« deN et b. steepw than 3 . 1. Th. 1liidred grbe clap. eheA a Imm.dloldy 91"W and nuilohe. 3. AN dlebwbe o mme .d be stabilized with eiii aM riwikhhrq prior to Me. *. 1 } bM yq. My deem. abe tNd. of Its roadwy d d be hanadalely eeedb and raddred w1 15 dew 4. The wosi. oontrd mstha. Deed dwbg omstrucl. of the d•YNapm.t eh41I prweM h the bei eepuwww Who Oanb.olor *41 install awl mahta" hay bah domes dt Wmose, and othw erosion ooMrol neawre.. H nnwwb.i . ardwed AY We Enghww. Th. w<dan control mbaw« d o, be ma"bhe and npoted aRw Wry rohtd anti Ie now hnpowtm.b on Owe aid a1 debhbe . haY. bean qn.•d. The npab of tM w«Ton oontrd me.wrn .iAl hdw. ramoNnq .y .dmntnU_ TM aebmnt may em plaab « M h the law ant., N opp-d by the Engine.. B)Th• taped slid be nmowd tan the ore. to be grade ono 11 Staked hay bale a a dK fww• .lid be placed o.tkwowy wwom st the phi Q awe ma the the nw eaub..U., the o.t-A. the wlo. i.the trwdni of twee W be d wNh wooden .w %-I g dap the &OWn to pr t t the haw h%wy. D)Th. sib grodhY wM the be dew and Ube ppdh. wB W mwtaed bwAedoWy rolowaiq pradm4 Th. 2=1' tar wB Mdd aM mambdn hay bale met pobotkm ataxia the opt. bei MR the wa0wy hes been PM W ed gm. hoe b•..staN" . the Aqp E)The Cmbeta M lapel, tied, and mdak the debirb aeaa m soon as po.N. ebowhg -Ve ie i of adlocenl aan.buotl.. t weae anaA a mAanb outd. of clad wok -old heIdes A M emgoysd to o.Ns died wadi and runoff W the kr. E. apwi ono a ardent by 11w Fnghew. CLEANOUT DETAIL (STORM and SANITARY) NITS LANDSCAPING SPECIFICATIONS NI delurb.d are. gild be .IaNM.d withb..drp and nw9dNng pdw to Na+wMw 1 of •am )rv. My aebNbe aw elid W dy seeae zee mddib wRh" Ia de». MY wom p.rlaTred after NOYwrnber 1 a «. yer d.0 be .tabl ib with WA" a rlotlhg wf6d.l to pniwrt wodm and .Ad be ben ".10y smi and rwnuki o. as wwMw permhs In the Wing. AN d6keW abe Nedr40she a mmMum mMb4 toped ow be seeded WNW.Mme, ari0 mW.e In -dance,wnh the 1. Seed mlx4ra h aN ante loll be wam mb oonWNmhp to the table Mown an U. PHI— Fw .• 1 bdw.e Tept= 1 and NewriWier 1, wintw rye ehd be used a . ig"intloo rate of 100 pound. per Saw 2. FwtWnr .hdl be otandwd -rds Wed..rrerrrdnq to the sm.Fwtdiw Lew end to tM Maedw..4 the A.eakUm of OA1de gwWDonal ChwnMa Dry kw rt9 , it used, *46 be applied at the me a aDD poLnAa pw Saw LIRWd "Im N Seed, dd be appN. Ixw 1-?-1 rotb wRlh 1st nibihwsn rate to "dada 100 poun. of nR.",. 200 po.d. of phoephote. ow 10D pour. of Pot." pw Saw 1 Lim.d.. he -f- to d Stote oed Fedii rglatbne .d W the St. or the " be aWMd at agate of twoof tixiswer wrm« O dir ed IN.plw» w OWL" 2L bout a appwatlan of f xti III* and east, the warfaae RSA b. rwbliwd .tW o nor rrwNah. Muth did be W .od udlamy oiwr the a.e d a rob d Ise. fans pw Son a an ardwred by the Dph•w. URBAN MIX GRASS SEED X BY WO.M LBS u%E SEED TYPE OF SEED 37.6 46 CREEPING RED FESCUE 37.25 37.5 KE NTUCKY SL.UEORASEI 31.25 37.6 WINTER HARDY. POMMAL too 120 / UVE S® PER AGE STUMP DISPOSAL SPECIFICATIONS A wet" ire. that rrru.i be .ut ws'� be .0 . It.wood. TM ebmp; bust. and •xow. unauitaN. «rth wB M ..posh of it the locotbn d•elpnobd by the F+i91n•w ex Depo•d Are wd aboiw the e.oeond high gra�dvalr a boded Mf-. I. W .'late-�prowd bndM. If .-.Ke eWmp d4poed M Implem.ntb, tM moehg tlddsih.s Nd M mN: 1. W.nww poWMw sbwrp 441 o e« ehoild be low- m n eft NMI W moMatdy siophg Im. Glop. le. than 1DD. 2. 04 wat4rewe.e a1 Mt b wbM . t�1. or .1401, 100 Amet a bodies ."y w.*n wM•e, 3. OMpoeal sft. ehd not be booth In Ibo4. a Aood-pr.M Wilk in xiihem. w othw aRWhr r.anerg. anew 4. SWrrps MII be pboM . th• silo m a OV nn pia to OaddNOn When be kW . Illt of .b.np4 eW badib,Rls .one sites •adi weo«sM 5. Stow" dopodtM " drakwgsw). « siwN be DOdAYItb m0 twined so « to dNwt oNdmo � Aow.ed1ei .recce 6. A mM Arn of two Mt (7) of owhburdwl sid be placed o.r as dlepoed des T The two Mel of oYwliwden wA . 00-04 dth . mhWl of faar hob« (4')�qt=1 graded, .w•dK and mWd d In eco donor with the CATCH BASIN INLET PROTECTION AUG 2 9 1996 NTS City of So. Burlington SKETCH/COP PRELIMINARY FINAL BAGEL BAKERY MISC. DIl,TAILS & O�„ * SPECIFICATIONS TppE wv.Tp��i �q� *' Na 3945- * rLA1[UIURSZJXp STONE & OILCAAE41 " CoE9swung Engineers Ind,. 14 More. Drfw Essex JMnct1w, VT 05452 (802) 878-4450 ��IIOl1:-PlennEE'ts-f�IITICJVI'8 -- In Z-� Qj Tj-1 L) -/6 lq�AITIOIIA( F FORM NR-1 9 _/�_ i(� COMPUTATION OF TOTAL NON-RESIDENTIAL IMPACT FEES PROJECT DATA: (1) "EFFECTIVE DATE" FOR TAX CREDITS: (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (3) ESTIMATED PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (From current tax assessment) (4) TOTAL FLOOR AREA AFTER CONSTRUCTION (5) TYPE OF USE (6) TYPE OF CONSTRUCTION IMPACT FEES: (7) TOTAL ROAD IMPACT FEE (From Form NR-2) vph units $ � U�l%,00 FORM NR-2 COMPUTATION OF ROAD IMPACT FEES (1) BASE ROAD IMPACT FEE RATE PER PEAK HOUR VEHICLE TRIP END (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (From form NR-1) (3) BASE ROAD IMPACT FEE (1) x (2) (4) PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (from line (3) of Form NR-1) _ (5) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE (From Table ST-3) $ (6) CREDIT FOR PAST TAX PAYMENTS (4) x (5) (7) POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (From line (8) on Form NR-3) _ (8) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE (From Table ST-4) $ (9) CREDIT FOR FUTURE TAX PAYMENTS (7) X (8) (10) TOTAL ROAD IMPACT FEE (3) - (6) - (9) $ 221.72 / vte vte units / unit units / unit $ FORM NR-3 ESTIMATION OF POST CONSTRUCTION VALUE ( 1 ) TYPE OF USE (From line (5) on form NR-1) (2) TYPE OF CONSTRUCTION �D (- (from line (6) on Form NR-1 (3) TOTAL FLOOR AREA (From line (4) on Form NR-1) s.f. (4) ESTIMATED IMPROVEMENT VALUE PER SQUARE FOOT 5 (From Table ST-5) $ / s.f. ( 5 ) ESTIMATED VALUE OF IMPROVEMENTS %�� (3) x (4) $ ( 6 ) LAND VALUE (From current tax records) $ (7) ESTIMATED POST -CONSTRUCTION VALUE (5) + (6) $ (8) ESTIMATED POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (7) / $1,000 units 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). --- Number and location of handicapped spaces as required. --`-/ Location of septic tanks (if applicable). v' --- 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. --- 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 standards --- Airport Approach cone --- Outside storage/display --- F.A.R. --- Lot merger agreement --- Setback from planned r.o.w. --- If boundary line adjustment, need subdivision? --- Nonresidential use setback from Residential District CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone #) Henry R. Barker Trust c/o Barbara Mayo 83 Winding Brook, So. Burlington, Vt. 05403 (802) 865-1252 2) APPLICANT (name, address, phone #) McIntosh Partners, c/o Reg. Gignoux P.O. Box 808, Shelburne, Vt. 05482 (802) 985-2466 3) CONTACT PERSON ( name, address, phone #) Roger Dickinson, P.E. Lamoureux, Stone & O'Leary, 14 Morse Drive, Essex Jct., Vt.05452 (802) 878-4450 4) PROJECT STREET ADDRESS: 1120 Shelburne Road 5) LOT NUMBER (if applicable) 6) PROPOSED USE (S) Deli / Bakery and General Retail t 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) 3,150 sq.ft. one story building, 20 ft. high 8) NUMBER OF EMPLOYEES 8 9) LOT COVERAGE: building 8 %; landscaped areas 48 % building, parking, outside storage 52 % 10 ) COST ESTIMATES: Buildings $ 200,000 , Landscaping 9,000 Other Site Improvements (please list with cost') S 100,000 (parking lot, water & sewer services) 11 ) ESTIMATED PROJECT COMPLETION DATE: December 1996 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) 600 Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 1-2 p.m. 2-3 p.m. 3-4 p.m. 4-5 p.m. 25 5-6 p.m. ; 6-7 p.m. 13 ) PEAK HOURS OF OPERATION: 7:00 a.m to 1:00 p.m. 14 ) PEAK DAYS OF OPERATION: Ion. - Fri. DATE OF SUBMISSION DATE OF HEARING IGNATURE OF APPLICANT LAMOUREUX, STONE & 0' )RY INC. CONSULTING ENGINEEka, INC. 14 Morse Dr. Essex Jct., VT 05452 (802) 878-4450 TO C11 y r� Soa-tH &4ALING—) DrJ J `15 7�T, SOtA T H 2 LAW L1N�"vn� �rv5yo3 WE ARE SENDING YOU Attached ❑ Under separate cover via ❑ Shop drawings ❑ Prints ❑ Plans ❑ Copy of letter ❑ Change order ❑ I IEVV F)� )OCF 4G3Lal J�G�i]�44LaC� DATE /> - n ` v /l•_� JOB NO. 9608 ATTENTION 16 y� RAYCLA)K RE: StTG _PLAN %) PPLICA)-1 /1) EC.-.GEb2' S GGL C PCX 10,0 s /'jC- ❑ Samples the following items: ❑ Specifications COPIES DATE NO. DESCRIPTION ITC ?Lrjr,) A nP Q cAT) u yr'J THESE ARE TRANSMITTED as checked below: CkFor approval ❑ For your use ❑ As requested REMARKS ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections )i�i For review and comment ❑ ❑ FORBIDS DUE ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints 19 ❑ PRINTS RETURNED AFTER LOAN TO US COPY TO �T�%7hil� D/il-Ei RECYCLED PAPER: f,^ 00 Contents: 40% Pre -Consumer • 10 % Post -Consumer SIGNED: 2) .. if enclosures are not as noted, kindly notify us at.once. i l