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HomeMy WebLinkAboutBATCH - Supplemental - 0080 Midas DrivePage 1 of 1 ray From: ray Sent: Thursday, August 23, 2007 1:57 PM To: 'tcrapo@vtfcu.org' Subject: 80 Midas Drive Landscaping Hi Tom, This is to follow up on our recent phone conversation. I just came back from doing a site inspection of your property in preparation for the issuance of the permanent Certificate of Occupancy. I discovered that the landscaping island between your parking lot and the Midas repair facility was not exactly as shown on the landscaping plan. I found that there were plant substitutions and some plants missing. Please have the plan revised to reflect the as -built planting condition, revise the planting schedule, and submit a new budget reflecting the new plan. Three(3) copies of the revised plan should be submitted. Thanks. Ray Belair Administrative Officer City of So. Burlington 802-846-4106 8/23/2007 Cathyann LaRose From: Chris Bramley[cbramley@pyramidnetworkservices.com] Sent: Wednesday, August 01, 2007 1&59 AM To: Cathyann LaRose Subject: RCC Atlantic project I Andrew Coax entry Port Hi Cathy, My engineer tells me the hood will be approx 31" in height. Please let us know if you need anything else and/or any other revisions to our site plan once you speak with Ray. Thanks -Chris 617 851 9796 1 CITY OF SOUTH BURLINGTOr1 DEVELOPMENT REVIEW BOARD 7 AUGUST 2007 parking garage. To meet the requirement, they need the additional height for joists on each floor. She said the additional height won't affect any views, etc., as there are trees taller than the building. Mr. Porter, a resident at Irish Cove, said a height waiver has already been granted. There are single family and duplexes nearby, and this area is supposed to be medium density. She felt the development already doesn't fit the character of the neighborhood. She added that the trees do nothing to block the view of these 2 big block buildings from the existing homes. Ms. Dufresne said they have discussed putting trees closer to the condos and they would plant new vegetation along the property line. Planting would occur this summer or fall. Mr. Knudsen asked if there are other ways to meet the regulations. Ms. Dufresne said the client is willing to go to a flatter roof. But everything in the area has a gabled roof. They would have to go to a gambrel roof. Mr. Behr asked if they had considered 8-foot ceilings in the units, instead of 9. He felt they should maintain the roofline and reduce the ceiling height. Mr. Belair reminded the Board that the standard is whether the height would block significant views. He said he has been told there is no height limit in the city. Mr. Behr said he felt the additional height would impact the view driving down Allen Road. Members felt they would like to see a rendering with a different roof style. Mr. Dinklage asked why they don't go to 8-foot ceilings. Mr. Larkin said no one else is doing it. Ms. Dufresne said they want a quality building and people want higher ceilings because it makes the unit feel larger. Ms. Porter said they could make a 3-story building with any roof they want. Mr. Knudsen said he was inclined to deny the request as there is another way to accomplish the goal. Ms. Quimby moved to approve Final Plat Application #SD-07-43 of Allen Road Land Company subject to the stipulations in the draft motion. Mr. Farley seconded. The vote on the motion was 2-3. There was no decision rendered as there was no plurality for either side. Ms. Quimby then moved to continue the application until 21 August. Mr. Farley seconded. Motion passed unanimously. U Public Hearing: Conditional Use Application #CU-07-09 of RCC Atlantic for conditional use approval under Section 14.10, Conditional Use Review, of the -3- CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 7 AUGUST 2007 South Burlington Land Development Regulations. Request is for permission to install twelve panel communication antennas on the roof, 80 Midas Drive: And 7. Site Plan Application #SD-07-53 of RCC Atlantic to amend a previously approved plan for an 8,480 sq. ft. general office building with a drive-in bank. The amendment consists of installing twelve panel communication antennas on the roof, 80 Midas Drive: Mr. Dinklage noted the antennas are for cell phone coverage, and he is an RCC Atlantic customer. Members felt this would not constitute a conflict of interest. Ms. McClure explained that each of the 12 panels is 4 feet high. There will also be equipment inside the third floor of the building, not visible from outside. Ms. Quimby moved to approve Conditional Use Application #CU-07-09 and Site Plan Application #SP-07-53 of RCC Atlantic subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Continued Sketch Plan Application #SD-07-44 of Technology Park Partners for a 54,459 sq. ft. general office building, 117 Kimball Avenue: Mr. Belair advised that the applicant has asked for a continuation to 4 September. Ms. Quimby moved to continued Sketch Plan Application #SD-07-44 of Technology Park Partners until 4 September. Mr. Farley seconded. Motion passed unanimously. 9. Sketch Plan Application #SD-07-41 of Dorset Street Associates, LLC, for a planned unit development consisting of. 1) 79 single family dwellings, and 2) 30 multi -family dwelling units, 1530 Dorset Street, and 10. Public Hearing: Master Plan Application #MP-07-01 of Dorset Street Associates, LLC, for a residential development consisting of 109 residential units, 1530 Dorset Street, and 11. Public Hearing: Preliminary Plat Application #SD-07-42 of Dorset Street Associates, LLC, for a planned unit development consisting of 1) 79 single family dwellings, and 2) 30 multi -family dwelling units, 1530 Dorset Street: Mr. Belair advised that the applicant has asked for continuance until 4 September. Ms. Quimby moved to continue the three applications of Dorset Street Associates until 4 September. Mr. Farley seconded. Motion passed unanimously. -4- SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 10, 2007 Mari McClure Downs Rachlin Martin PLLC PO Box 190 Burlington, VT 05402-0190 Re: Minutes - RCC Atlantic - 80 Midas Drive Dear Ms. McClure: For your records, enclosed is a copy of the approved August 7, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, r� Betsy McDonough Planning & Zoning Assistant Encl. VTFCU Planting Cost Estimate as Built Michael Lawrence Assoc. Landscape Architects Essex Junction, VT August 27, 2007 NEW PLANTING PLANT SIZE UNIT COST QUAN SUB -TOTAL Acer x freemanii 'Jeffersred' 2-2.5 in. $500 1 $500 Arctostaphylos uva-ursi 1 gal., 10-12 in. $30 180 $5,400 Buxus microphylla'Wintergreen' 3 gal., 15-18 in. $85 18 $1,530 Chamaecyparis nootkatensis'Pendula' 7 gal., 4-5 ft. $170 2 $340 Clethra alnifolia 3 gal., 15-18 in. $40 6 $240 Clethra alnifolia 'Hokie Pink' 3 gal., 15-18 in. $40 6 $240 Clethra alnifolia 'Ruby Spice' 3 gal., 15-18 in. $40 6 $240 Cornus sericea 'Kelseyi' 3 gal., 15-18 in. $40 10 $400 Euonymus alatus compactus 'Fire Ball' 36-42 in. $130 6 $780 Hamamelis vernalis 8-10 ft. $300 1 $300 Hydrangea arborescens'Annabelle' 3 gal., 15-18 in. $40 4 $160 Juniperus chinensis 'Blue Point' 7 gal., 5-6 ft $250 1 $250 Juniperus chinensis'Spartan' 7 gal., 5-6 ft. $250 7 $1,750 Microbiota decussata 3 gal., 15-18 in. $50 43 $2,150 Picea omorika 6-7 ft. $270 1 $270 Quercus bicolor 2.5-3 in. $600 1 $600 Taxus cuspidata 'Capitata' 6-7 ft. $350 4 $1,400 Taxus media 'Tautonii' 3 gal., 15-18 in. $65 6 $390 Taxus media 'Wardii' Ward's Yew 7 gal. $250 8 $2,000 Thuja occidentalis 'Nigra' 6-7 ft. $150 25 $3,750 TOTAL NEW PLANTING $22,530 L A N T L 1 5 T i o o co O � m T ■ ■ clam, ME Rai, W , �sjrmw 'At"" �C 3 W110101 r ►�i �i �#ice►� uu. �1► ►{P u� 'ii 1 �� ��►• �►. y' v `J x w b x tTl — -� — n� D o�x ;W ��nx —in anz �r (n 30 ``—D rn6s �x I oaQ cQ ns "d Q1N 0 Qry N rnn s ru M i In ®° o^'' D n A I S D I „8 'X3 --- M --- I ---------- r,ey Q 5aentific Name Common Name 5¢e/5pec. AcfrB I Acer x freemanu 'Jeffers Red' Jeffers Red Maple 2-2.5 in., BEB Aruv 150 Arctostaphylos uva-ursi Bearberry I gal., 1 O- 1 2" Bums 18 Buxus microphylla 'Wintergreen' Wintergreen Boxwood 3 gal., 1 5- 15" Chno 2 Chaemaecyparis nootkatensis'Pendula' Alaska Weeping Cedar 7 gal., 4-5 ft. Clal G Clethra ainifolka 5ummer5weet 3 gal., 1 5- I8" Clhp G Clethra alnifolia 'Hokie Pink' Hokie Pink 5ummer5weet 3 gal., 1 5- 18" Clrs G Clethra alnifolia 'Ruby Spice' Ruby 5pice 5ummer5weet 3 gal., 1 5- 18" Cssk 10 Cornus sencea 'Kelseyi' Compact Kelsey Dogwood 3 gal. Eual G Euonymus alatus compactus 'Fire Ball' Fire Ball Compact Burning Bush 3G-42 in. Have I Hamamelm vernalis Vernal Witchhazel 8-1 O ft., BEB Hyan 4 Hydrangea arborescens Annabelle Annabelle Hydrangea 3-13al. Jucb I Jumperus chmen5m 'Blue Point' Blue Point Juniper 7 gal., 5-G ft. Jucs 7 Juniperus chmen5m Spartan' Spartan Juniper 7 gal., 5-G ft. Micie 43 Microbiota decussata Creeping Cypress 3 jai., 1 5-18 in. Piom I Picea omorika 5erbian 5pruce G-7 ft" BEB Club) I Quercus bicolor 5wamp White Oak 2.5-3 in., BEB Taxcp 4 Taxus cuspidata 'Capitata' Pyramidal Japane55e Yew G-7 ft., BEB Tata G Taxus x media 7auntonu' Dark Green Spreading Yew 3 gal. 1 5- 18 in. Taxmw 8 Taxus x media 'Warcin' Wards Yew 7 Gal. Thon 25 Thuja occidentalis 'Nigra' Dark Green American Arborvitae G-7 ft L%_WAI Vermont Federal Credit Union Midas Drive South Burlington, Vermont As Built Landscape Plan z o 20' Michael Lawrence & Assoc. Landscape Architects Essex Junction, Vermont Graphic Scale August 27, 2007 390 Great Oaks Boulevard i n f i n I g Suite 312 Albany, NY 12203 e n g i n e e r i n g Phone: (S18) 690-0790Fax: (S18)-690-0793 TRANSMITTAL Date: 08/13/07 To: Cathy LaRose Company: City of South Burlington Address: From: ❑ John S. Stevens, P.E. ❑ Mike Tucker, P.E. ❑ Kevin Savage 0 Steve Blevins, P.E. 0 A.J. DeSantis ❑ Darren Weber ❑ Donna Campion ❑ Dan Schweigard ❑ Joe Forte ❑ Matt Hunter ❑ Kolbe Michalski Project: RCC's proposed installation — South Burlington Federal Credit Union Infinigy Project No. VIA: t] FedEx ❑Courier Enclosed: 0 Building Drawings El Construction Drawings ❑ Lease Exhibit 13 Survey ❑Airborne ❑US Mail 0 Environmental/Phase I ❑ Specifications ❑ Level Information 0 Zoning Drawings Site No. Copies Description 3 Full size CD's Cathy, per Chris Bramley's (RCC) request, please find 3 sets of CD's for their proposed installation at the South Burlington Credit Union, located at 80 Midas Drive. Thank you, Steve Infinigy Engineering, PLLC - proprietary and confidential. p INDEPENDENT Towers, LLC 300 Great Oaks blvd., Suite 312 Albany, New York 12203 TRANSMITTAL Date: August 7, 2007 To: Cathyann L. La Rose Company: Associate Planner City of South Burlington From: ❑ John S. Stevens, P.E. ❑ Mike Tucker, P.E. • Steve Blevins, P.E.❑ Todd Scaccia ❑ A.J. DeSantis ❑ Darren Weber ❑ Donna Campion ❑ Dan Schweigard ❑ Joe Forte ❑ Matt Hunter ❑ Chuck Lent ❑ Kolbe Michalski ❑ Kory Fretto Project: South Burlington Credit Union Infinigy Project #: VIA: • FedEx ❑ Courier ❑ Airborne ❑ US Mail Enclosed: ❑ Building Drawings ❑ Environmental/Phase 1 ❑ Other • Construction Drawings ❑ Specifications ❑ Lease Exhibit ❑ Level 1 Information ❑ Survey ❑ Zoning Drawings Site No. Copies Description South Burlington/ RCC 3 Fulllsize CD's Infinigy Engineering, PLLC -proprietary and confidential. August 9, 2007 VIA FEDERAL EXPRESS Mr. Raymond J. Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: RCC Atlantic, Inc. Zoning Permit Application Dear Mr. Belair: Enclosed please find a completed Zoning Permit Application and a completed Waiver of Right to Appeal in connection with the application by RCC Atlantic, Inc. d/b/a UNICEL to install antennas on the rooftop of, and related equipment inside, the existing office building at 80 Midas Drive. I have also enclosed a check in the amount of $211 to cover the Zoning Permit Application fee (based on a construction estimate of $40,000). Please give me, or my colleague Will Dodge, a call with any questions you have on the application, and I look forward to hearing from you soon. Sincerely, Mari M. McClure Downs Rachlin Martin PLLC Attorneys for RCC Atlantic, Inc. Enclosures 2103178.1 COURTHOUSE PLAZA ■ 199 MAIN STREET ■ PO BOX 190 ■ BURLINGTON, VT ■ 05402-0190 ■ T: +1.802.863.2375 ■ F: +1.802.862.7512 BURLINGTON, VT ■ ST. JOHNSBURY, VT ■ BRATTLEBORO, VT ■ MONTPELIER, VT ■ LITTLETON, NH ■ MANCHESTER, VT 0 WWW.DRM.COM CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2007 William J. Dodge Downs Rachlin Martin PLLC PO Box 190 Burlington, VT 05402-0190 Re: RCC Atlantic Dear Mr. Dodge: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the Development Review Board on August 7, 2007 (effective 08/07/07). Please note the conditions of approval including that a zoning permit be obtained within six (6) months. Should you have any questions, please contact our office. Sincerely, BJcDonough Pla & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 2760 0004 9770 6265 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2007 Mari McClure 199 Main Street Burlington, VT 05401 Re: RCC Atlantic Dear Ms. McClure: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, asq Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 8, 2007 Brian Frazior 1211 Lincoln Gap Road Lincoln, VT 05443 Re: RCC Atlantic Dear Mr. Frazior: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. ncerely, Qivl Betsy McDonough Planning & Zoning Assistant Rec t#larthc CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE-d6Ld— �—DQ) NAME MAILING ADDRFSS l 7 .y rt 'T7 .✓ 1; 1`Iiir+'r/Vl To r.ir LTi ��y�3 71.)t Li4t.oW b� Q44.1-,0 P—A, PROJECT OF INTEREST VV CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE. t. 7, m) NAME MAILING ADDRESS PROJECT OF INTEREST CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: July 27, 2007 \drb\sit\rccatlantic\VTFederaIsiteplan_cu.doc Plans received: July 13, 2007 1720 Shelburne Road- Holiday Inn Express CONDITIONAL USE APPLICATION #CU-07-03 SITE PLAN APPLICATION #SP-07-53 Agenda #6 and #7 Meeting date: August 7, 2007 Owner _Applicant Eighty Midas Drive LLC RCC Atlantic Inc 80 Midas Drive d/b/a Unicel South Burlington, VT 05403 302 Mountain View Drive Suite 200 Colchester VT 05446 Propertv Information Tax Parcel 1165-00080 C1 District Location Map 1 PROJECT DESCRIPTION RCC Atlantic, hereafter referred to as the applicant, is seeking conditional use approval under Section 14.10 for permission to install twelve (12) panel communication antennas on the roof, 80 Midas Drive. RCC Atlantic is also seeking to amend a previously approved site plan for an 8,480 sq. ft. general office building with a drive-in bank. The amendment consists of installing twelve (12) panel communication antennas on the roof, 80 Midas Drive. COMMENTS Associate Planner Cathyann La Rose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 13, 2007 and have the following comments. CONDITIONAL USE CRITERIA Pursuant to Section 14.10(E) of the Land Development Regulations the proposed conditional use shall meet the following standards: 1. The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. The proposal is to locate telecommunications equipment on the roof of a general office building. The proposed additions will protrude 4' above the peak of the rooftop and are proposed to be painted to match existing wooden slats (see sheet C-5 attached). Therefore, staff does not feel it will have a significant impact on the character of the area. 2. The proposed use shall conform to the stated purpose of the district in which the proposed use is located. Pursuant to Section 5.05(A) of the Land Development Regulations, the Commercial 1 District is formed to encourage general commercial activity. A range of industrial uses as well as clustered residential development may be permitted in locations that are mutually compatible with general commercial activity. Staff feels the proposed placement of equipment on the existing roof is in compliance with the stated purpose of the C1 District, as it is in an area that is densely developed with commercial uses. 3. The Development Review Board must find that the proposed uses will not adversely affect the following: (a) The capacity of existing or planned municipal or educational facilities. Staff believes that the proposal will not adversely affect municipal services. (b) The essential character of the neighborhood or district in which the property is located, nor ability to develop adjacent property for appropriate uses. 2 Staff believes that the proposal is in keeping with the character of uses on surrounding properties and will not adversely affect the character of the area or the ability to develop adjacent properties. Staff notes that the proposed additions will protrude only 4' above the peak of the rooftop and is proposed to match the existing slats. Therefore, the proposed equipment location will not have a significant impact on the character of the area. (c) Traffic on roads and highways in the vicinity. The proposal will not affect traffic in the vicinity. (d) Bylaws in effect. The proposal is in keeping with applicable regulations. (e) Utilization of renewable energy resources. The proposal will not affect renewable energy resources. (t) General public health and welfare. Staff does not believe that the proposal will have an adverse affect on general public welfare or the health of the surrounding public. SITE PLAN REVIEW STANDARDS Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project will not have an impact on the transition from structure to site and from structure to structure. The proposed addition will be compatible with the existing structures. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. Parking is not applicable to the proposed project. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The applicant has stated that the equipment will protrude 4' above the peak of the rooftop. This is no higher than the fence which currently exists on the roof to conceal the rooftop units. A height waiver of 9'6" for a building height of 44'6" has previously been granted and will remain in effect. No changes to the height waiver are required. 91 (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff finds that the elevations submitted demonstrate substantial adherence to this criterion. The proposed equipment will be visually compatible with existing structures on site. (t) Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Staff feels the proposed project relates harmoniously to the area. The proposed additional equipment protrudes a minimal height of 4' above the peak of the rooftop and is concealed by the existing rooftop fence. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel it is necessary to require any additional access to abutting properties. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). There are no needs to revise the site plan with respect to this criterion. (d) Landscaping and Screening Requirements n Because no buildings are proposed, there are no requirements for additional landscaping. Access/Circulation Access and circulation on the property will remain unchanged through the proposed project. RECOMMENDATION Staff recommends that the Development Review Board approve Conditional Use application #CU-07-03 and Site Plan application #SP-07-53. Respectfully submitted, Ca'ihya!-.-Yh LaRose, Associate Planner Copy to: William J. Dodge, Contact O' 1..r 5 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 3, 2007 William J. Dodge Downs Rachlin Martin PLLC PO Box 190 Burlington, VT 05402-0190 Re: RCC Atlantic Dear Mr. Dodge: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, August 7, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, CI Betsy Dono h Plann & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 July 17, 2007 Eighty Midas Drive, LLC 80 Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions Sincerely, 1� Betsy cDonough Planning & Zoning Assistant Encl. cc: William J. Dodge CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 July 17, 2007 Antonio B. Pomerleau, LLC 69 College Street Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, t t�/ RI— L�YT+ I Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 July 17, 2007 60 Midas Drive Realty, LLC 60 Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, C--�Ct-q RC(-0MC+ Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLING1.jN DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 July 17, 2007 John Everett, Superintendent South Burlington School District 550 Dorset Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, <--BR`-�t Betsy cDonough Planning & Zoning Assistant Encl. slpfat __------------- __ _________________________ No hearing will be held unless, 2. Prt: minary plat application The application and draft re-cer on or before July 31 2007 a SD-07-42 of Dorset Street As- tification are available for publi find it here. www.sevendaysvt.com No hearing will be held unless, on or'before Monday, July 30, 2007, a party notifies the District Commission of an issue or issues requiring the presenta- tion of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writing to the address below, shall state the criteria or sub - criteria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must in- clude a petition for party status. Prior to submitting a request for a hearing,, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Find- ings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should.a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by Monday, July 30, 2007. Parties entitled to participate are the Municipality, the Munici- pal Planning Commission, the Regional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Ver- mont,.this day of July, 2007. By Stephanie H. Monaghan Natural Resources Board District 4 Coordinator Ill West Street Essex Junction, VT 05452 T/ 802-879-5662 E/ stephanie.monaghan@state. vt.us ACT 250 NOTICE MINOR APPLICATION 30 V.S.A. §§ 6001-6092 On July 3, 2007, Bradley Gard- ner, filed application 40189 for a project generally described as: No hearing will be held unless, on or before July 31, 2007, a party notifies the District Com- mission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writ- ing to the address below, shall state the criteria or subcHte- ria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must in- clude a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Find- ings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by July 31, 2007. Parties entitled to participate. are the Municipality, the Munici- pal Planning Commission, the Regional Planning Commission, adjoining property owners, other interested, persons granted party status pursuant to 10 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Ver- mont, this 9 day of July 2007. By Peter E. Keibel Natural Resources Board District 4 Coordinator ill West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibel@state.vt.us ACT 250 NOTICE MINOR APPLICATION 10 V.S.A. §§ 6001-6092 On July 6, 2007, Essex Inn Partners, Ltd., filed application 4CO608-6D for a project gener- ally described as. - the construction of a 19,500 sf fly fishing pond. The project is located on Essex Way in the Town of Essex, Vermont. party notifies the District Com- mission of an issue or issues requiring the presentation of evidence at a hearing or the commission sets the matter for hearing on its own motion. Any hearing request shall be in writ- ing to the address below, shalt state the criteria orsubcrite- ria at issue, why a hearing is required and what additional evidence will be presented at the hearing. Any hearing request by an adjoining property owner or other interested person must in- clude a petition for party status. Prior to submitting a request for a hearing, please contact the district coordinator at the telephone number listed below for more information. Prior to convening a hearing, the District Commission must determine that substantive issues requiring a hearing have been raised. Find- ings of Fact and Conclusions of Law will not be prepared unless the Commission holds a public hearing. Should a hearing be held on this project and you have a disability for which you are going to need accommodation, please notify us by July 31, 2007. Parties entitled to participate are the Municipality, the Munici- pat Planning Commission, the Regional Planning Commission, adjoining property owners, other interested persons granted party status pursuant to 30 V.S.A. § 6085(c). Non-party participants may also be allowed under 10 V.S.A. § 6085(c)(5). Dated in Essex Junction, Ver- mont, this 10 day of July 2007. By Peter E. Keibel Natural Resources Board District 4 Coordinator Ill West Street Essex Junction, VT 05452 T/ 802-879-5658 E/ peter.keibe[@state.vt.us PUBLIC HEARING SOUTH BURL- INGTON DEVELOPMENT REVIEW BOARD The South Burlington Develop- ment Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, August 7, 2007 at 7:30 P.M. to consider the following: 1. Master plan application MP-07-01 of Dorset Street As- sociates, LLC for a residential development consisting of 109 units, 1530 Dorset Street. sociates, LLC for a planned unit development consisting of: 1) 79 single family dwellings, and 2) 30 multi family dwelling units, 1530 Dorset Street. 3. Variance application VR-07-01 of Michael J. Barrett seek- ing a variance from Section 13.04(A)(2) of the Land Devel- opment Regulations to allow a 24 foot diameter above ground pool to project six (6) feet into the required 10 foot side yard setback requirement, 26 Cortland Avenue. 4. Final plat application SD-07- 43 of Allen Road Land Co, Inc., to amend a previously approved planned unit development consisting of two (2) 31 unit multi-famity dwellings on 5.5 acres. The amendment consists of increasing the height of each building by three (3) feet, 150 Allen Road. 5. Conditional use application CU-07-03 of RCC Atlantic, Inc.. for conditional use approval under Section 14.10, Condi- tional Use Review, of the South Burlington Land Development Regulations. Request is for permission to install twelve (12) panel communication antennas on the roof, 80 Midas Drive. John Dinklage, Chairman South Burlington Development Review Board Copies of the applications are available for public inspection at the South Burlington City Hatt. Public Notice Vermont Agency of Natural Resources, Solid Waste Manage- ment Program Notice of Application for CSWD's Burlington Drop -Off Center. Public notice is hereby provided that the Vermont Solid Waste Program has issued a Draft Re - Certification for the following Chittenden Solid Waste District (CSWD) Facility: Burlington Drop -Off Center, at 339 Pine Street, Burlington. The Drop -Off Center accepts solid waste, recyclables, and a wide variety of other wastes from generators within the CSWD. . The Agency of Natural Resources (ANR) has reviewed the CSWD application in accordance with the provisions of Section 6- 305(b) and has determined that it complies with the Vermont Solid Waste Management Rules. As a result, a draft recertifica- tion has been issued and the ANR is seeking public comment on the draft. review during normal business hours at the Waste Managemeni Division office in Waterbury, 103 South Main Street, tel. (802) 241-3444, the Burtingtor City Clerk's office, tel. (802) 865-7000, and at the CSWD Administrative office, tet. (802' 872-8100. A final re -certification will be issued for the facility without a public informational meet- ing unless a written request for a public meeting, signed by at least 25 residents, by the City Council, by the Chitten- den County Regional Planning Commission, by CSWD, or by ar adjoining landowner or resider is received by the Program no later than 4:30 p.m., August 11 2007. Comments and questions must be received by 4:30 p.m. Augu: 10, 2007, and must be address. to: Jeff Bourdeau, Vermont Solid Waste Management Program, 1i South Main Street, Waterbury, 05671-0404 (Tel: 802-241-348 Fax: 802-244-5141). ► support groups DON'T SEE A SUPPORT group h that meets your needs? Call V mont 2-1-1, a program of Uni- Way of Vermont. Within Vermo dial 2-1-1 or 866-652-4636 (b free) or from outside of Vermo 802-652-4636. Monday -Frio 8:30 a.m. - 4:30 p.m. STARTING A WOMEN'S GROI Ages 45+, to meet weekly lunch and other activities suct walking, book discussions, r seum visits, matinees, and E Email Katherine at MKR2760! aol.com. SUPPORT GROUP FOR MEN CRISIS: Divorce, custody, n tionship type support for m Weekly'.meetings. Mondays, 6: 7:30 p.m., at the Universa Unitarian, top of Church St., I lington. creation of four lots with construction of a single family home on each lot. The project is located on Aikey Lane in the Town of Colchester, Vermont. The District 4 Environmental Commission wilt review this application under Act 250 Rule 51 - Minor Applications. Copies of the application and proposed WILLIAM J. DODGE wdodge@drm.com Direct: (802) 846-8395 July 12, 2007 VIA FEDERAL EXPRESS Mr. Raymond J. Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: RCC Atlantic, Inc. Installation Application Dear Mr. Belair: Enclosed please find five (5) 24" x 36" copies and one (1) 11" x 17" copy of the site plans in connection with an application by RCC Atlantic, Inc. d/b/a UNICEL ("RCC") to install antennas on the rooftop of, and related equipment inside, the existing office building at 80 Midas Drive. Application binders containing the site plan application, conditional use application, and application fees have been sent to you under separate cover. Please give me a call with any questions you have on the application, and I look forward to hearing from you soon. Sincerely, William J. Dodge Downs Rachlin Nfartin PLLC Attorneys for RCC Atlantic, Inc. Enclosures 2053109.1 COURTHOUSE PLAZA ■ 199 MAIN STREET ■ PO BOX 190 ■ BURLINGTON, VT ■ 05402-0190 ■ T: +1.802.863.2375 ■ F: +1.802.862.7512 BURLINGTON, VT ■ ST. JOHNSBURY, VT 0 BRATTLEBORO, VT ■ MONTPELIER, VT 0 LITTLETON, NH 0 MANCHESTER, VT 0 WWW.DRM.COM 1 11 MAY-09-2007 WED 08:59 AM JC;iNSON & F I NN I GAN, LLP FAX NO. 8(,,..,b09396 P. 01 To Whom It May Concern: This letter is written to you in connection with a proposal by RCC Atlantic, Inc. c /b/a Unicel ("RCC") to install antennas and antenna operating equipment on the existing bui ding at 80 Midas Drive, South Burlington,Vermont. Please accept this letter as our authorization for RCC to file permit applications for the project and to proceed with construction, provided that it obtain all necessary approvals prior u) commencement ol`eonstruction. Sincerely, By: 4i Z-- Name: c a I ; •' �,. easal-:l , < fr Title: Date: Ste2007 B'rV.47R 173.1 Icc RCC ATLANTIC, INC. I South Burlington Credit Union VT5315 80 Midas Drive, South Burlington, VT iRooftop Co -Location Simulation View from north of site M4 GOULD DIGITAL IMA43INC 4k All Close-up View RCC ATLANTIC, INC. South Burlington Credit Union VT5315 80 Midas Drive, South Burlington, VT Rooftop Co -Location Simulation View from northeast of site 'j.-­ *� -.' qM F5 PROJECT DESCRIPTION: ADDITION OF PANEL ANTENNAS WITH ASSOCIATED COAX CABLES TO AN EXISTING ROOF TOP, AND THE ADDITION OF AN EQUIPMENT CABINET WITHIN THE THIRD FLOOR OF THE EXISTING BUILDING. NO WATER OR SEWER IS RECURRED. CODE COMPLIANCE: ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITIES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORT( NOT CONFORMING TO THE LATEST EDITIONS OF THE FOLLOWING: 1. VT BUILDING CODE 5. ANSI/T1A/EIA-222-F 2. UNIFORM BUILDING CODE 6. UNIFORM PLUMBING CODE 3. BUILDING OFTICIALS AND CODE 7. NATIONAL ELECTRIC CODE ADMINISTRATORS (BOCA) g LOCAL BUILDING CODE 4. UNIFORM MECHANICAL CODE 9. CITY/COUNTY ORDINANCES I c c RCC ATLANTIC, INC. SOUTH BURLINGTON CREDIT UNION RCC ID: VT 5135 80 MIDAS DRIVE SOUTH BURLINGTON, VT 05701 a �� NalGl.CN@[f.1Y1Lb 4 \ -F � W 5"eiisew.p, yr �( PROJECT INFORMATION SITE NAME: SOUTH BURLINGTON CREDIT UNION SITE ADDRESS: 80 MIDAS DRIVE S. BURLINGTON. VT 05701 LATITUDE: 44: 27' 56.738- N LONGITUDE: 7310' 26.30" W PROJECT DIRECTORY PROPERTY OWNER: EIGHTLY MIDAS DRIVE, LLC 80 MIDAS DRIVE S. BURLINGTON. VT 05701 APPLICANT RCC ATLANTIC, INC. 302 MOUNTAIN VIEW DRIVE SUITE 200 COLCHESTER. VT 05446 CONTACT: MIKE LANE PHONE: 18021 654-5019 DIG ALERT: CALL FOR UNDERGROUND UTILITIES PRIOR TO 1-888-344-7233 CHITTENDEN COUNTY, V 1 EMERGENCY: /�' CALL 911 FROM COLCHESTFR OFFICE, TAKE I-89 SOUTH, AT EXIT 14E, TURN RIGHT ONTO RAMP. BEAR RIGHT (EAST) ONTO US-2, AND RAIN RIGHT (SOUTH) ONTO MICAS RD. ARRIVE 80 MIDAS RO. c ` im my b VICINITY MAP M.T.S. LOCATION MAP N. Ts infinig e n g i n e e r i n g 300 GREAT OAKS BLVD. SUITE 312 ALBANY, NY 12203 OFFICE JF. (518) 690-0790 FAX /: (518) 690-0793 CONTACT: STEVE BLEVINS INFINIGY PROJECT NUMBER: 122-128 PROPOSED RAD CENTER: t40' AGL LATITUDE (NAD 83): 44' 27' 56.738" N LONGITUDE (NAD 83): 73' 10' 26.346" W DRAWING INDEX DRWG. TITLE REV.# DATE T-1 TITLE SHEET 1 06 6 07 C-1 GENERAL NOTES 1 06/6/07 C-2 OVERALL SITE LAYOUT 1 06/6/07 C-3 ROOF LAYOUT 1 06/6/07 C-4 EQUIPMENT ROOM LAYOUT 1 06/6/07 C-5 ELEVATION VIEW 1 06/6/07 C-6 DETAILS 1 06 6 07 E-1 ILITILITY LAYOUT 1 06 6 07 E-2 GROUNDING LAYOUT 1 06 6 07 E-3 ELECTRICAL NOTES 1 06 6 07 E-4 GROUNDING DETAILS 1 06/6/07 —T. SOUTH BURLINGTON CREDIT UNION 80 MIDAS AVE S. BURLNGTON, VT z U � x gpungillryp' O , u porfl p.� n �'* TITLE SHEET Civil 4u 3NAL "r1G `c T" 1 S GENERAL NOTES 1. ALL DIMENSIONS TO, OF, AND ON EXISTING BUILDINGS. DRAINAGE STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED N FIELD BY CONTRACTOR WITH ALL DISCREPANCIES REPORTED TO THE ENGINEER. 2. DO NOT CHANGE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. 3. DETAILS SHOWN ARE TYPICAL. SIMILAR DETAILS APPLY TO SPA -AR CONDITIONS UNLESS OTHERWISE NOTED. 4. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 5. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR STABILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL BRACING. ANCHOR BOLTS, ETC. 6. DETERMINE EXACT LOCATION OF EXISTING UTILITIES. GROUNDS DRAINS, GRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 7. INCORRECTLY FABRICATED, DAMAGED. OR OTHERWISE MISFrtNONCONFORMING 11NG OR NONCOORMING MATERIALS OR CONDITKNS SHALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL 8, EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND COORDINATE HIS WORK WITH THE WORK OF OTHERS. 9. T S 714E CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PUN SHEETS AND SPECIFICATIONS AND COORDINATE HIS WORK WITH THE WORK OF ALL OTHER LCPONT ACTORS TO ENSURE THAT WORK PROGRESSION IS NOT 10. THE CONTRACTOR IS, RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SITE, YARD AND GROUNDS. REMOVE AND DISPOSE OFF SITE ALL RUBBISH, WASTE MATERWS, UTTER. AND ALL FOREIGN SUBSTANCES. REMOVE PETRO-CHEMICAL SPILLS. STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-7EXTURED SURFACE. II. THE PLANS SNOW SOME KNOWN SUBSURFACE STRUCTURES, ABOVE- GROUND STRUCTURES OR UTILITIES BELIEVED TO EXIST IN THE WORKING AREA, ANDLOCATION OF WHICH MAY VARY FROM THE LOCATIONS IED THATNDICATED. IN PARTICULAR, THE CONTRACTOR S 1CHAPPIPPELNES, SUBS I THERFACE�STRRUCTURESS ANMR LUFtt1T1E5 OF IN THE AREA MAY BE SHOWN OR MAY NOT BE SHOWN: AND ITSHALL BE HIS RESPONSIBILITY TO PROCEED WITH GREAT CAPE IN EXECUTING ANY WORK. 48 HOURS BEFORE YOU OLG, DRILL OR BLAST, CALL 1-888-344-7233. 12, THE OWNER OR OWNER'S REPRESENTATIVE SHWA BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PINTS. THE CONTRACTORS WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED APPROVAL OF THE OWNER OR OWNER'S REPRESENTATIVE. 13. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS Joe SITE DURING THE PERFORMANCE OF THIS CONTRACT. 14, THE CONTRACTOR SHALL RESTORE ALL PUBIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO AT LEAST AS GOOD OF CONDITION AS BEFORE DISTURBED AS DETERMINED BY THE OWNER OR OWNER'S REPRESENTATIVE. 15. THE CONTRACTOR SHWA COMPLY WITH ALL REQUIRED PERMITS. 16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS. INCLUDING, BUT NOT LIMITED TO, THE BUILDING PERMIT, INSPECTIONS, CERTIFICATES, ETC, 17. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LIFE MONUMENTATON. ANY L40NUMEHTATON DISTURBED OR DESTROYED, AS JUDGED BY THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A LICENSED LAND SURVEYOR. 18. ALL TRENCH EXCAVATION AND ANY REQUIRED SHEETING AND SHORING SKILL BE DONE IN ACCORDANCE OSHA REGULATIONS FOR CONSTRUCTION. 19' CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERNG AND THE MAINTENANCE OF SURFACE DRAINAGE WRING THE COURSE OF WORK. 20' ALL UTILITY WORK INVOLVING CONNECTIONS To EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER. NOTIFY THE OWNER OR OWNER'S REPRESENTATIVE AND THE UTILITY OWNER BEFORE EACH AND EVERY CONNECTION TO EXISTING SYSTEMS IS MADE. 21. MAINTAIN FLOW FOR ALL EXISTING UTILITIES. 22. ALL SITE FILL SHALL MEET SELECTED FILL STANDARDS AS DEFINED BY THE OWNER OR OWNER'S REPRESENTATIVE ON THE DRAWINGS. 23. CONTRACTOR SHALL GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE AWAY FROM THE EQUIPMENT PAD AND THE TOWER. 24. ALL IMPROVEMENTS TO CONFORM WITH LOCAL JURISDICTION CONSTRUCTION STANDARDS AND SPECIFICATIONS, LATEST EDITION. 5ffilGIIIBAL.Sfffl�llff.S I. STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'. 2. ALL INTERIOR STRUCTURAL STEEL USED SHALL BE, WHEN DELIVERED, FINISHED WITH ONE COAT FABRICATOR'S NON -LEAD, RED OXIDE PRIMER. PRIMING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS, SCRAPES, MARS, AND WELDS IN THE PRIMED AREAS SMALL BE REPAIRED BY FIELD TOUCH-UP PRIOR TO COMPLETION OF THE WORK. 3. ALL EXTERIOR STEEL WORK SHALL BE GALVANIZED IN ACCORDANCE WITH SPECIFICATION ASTM A123 UNLESS OTHERWISE NOTED. GALVANIZING SHALL BE PERFORMED AFTER SHOP FABRICATION TO THE GREATEST EXTENT POSSIBLE. ALL DINGS. SCRAPES, MARS. AND WELDS IN THE GALVANIZED AREAS SHALL BE REPAIRED BY FIELD TOUCH-UP PRIOR TO COMPLETION OF THE WORK. 4. DO NOT PLACE HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND DETAILED ON STRUCTURAL DRAWINGS. 5. CONNECTIONS: A. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS DI.I. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC '"UAL OF STEEL CONSTRUCTION 9TH EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED COATING SHALL BE REPAIRED. B. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALVANIZED ASTM A325 BOLTS (3/4' DIA) AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOTED OTHFSTMSE. C. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8• DA. GALVANIZED ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 0. CONNECTION DESIGN BY FABRICATOR WILL BE SUBJECT TO RENEW AND APPROVAL BY ENGINEER. E. AT ALL BOLTED CONNECTIONS, PROVIDE A NUT AND A WASHER CONFORMING TO ASTM F436. PROVIDE A WASHER MATCHING THE BOLT SIZE UNDER ALL BOLT HEADS AND NITS THAT WILL BE TURNED IN TIGHTENING THE CONNECTION. TIGHTEN TO RISC 'SNUCTIGHT' CRITERIA. DESIGN DATA 1. UVE LOAD: PER STATE, LOCAL AND NATIONAL. CODES AS APPLICABLE WIND LOAD: PER STATE, LOCH. AND NATIONAL CODES AS APPLICABLE. ICE LOADS: 1/2' RADIAL ON ALL COMPONENTS & CABLE SNOW LOW: PER STATE. LOCAL AND NATIONAL CODES AS APPLICABLE. SEISMIC LOAD: PER STATE. LOCH. AND NATIONAL CODES AS APPLICABLE. CONCRETE NOTES 1. DES" AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES. ACI 301 `SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'; ACT 318, 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'; 2. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING CONCRETE. 3. CONCRETE SHALL BE NORMAL WEIGHT. 6K AIR ENTRAINED (f1.5S) WITH A MAXIMUM 4' SLUMP, AND HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 3DOO PSI UNLESS OTHERWISE NOTED. 4, MAXIMUM AGGREGATE SIZE SHALL BE 1". 5, THE FOLLOWING MATERIALS SHALL BE USED: PORTLAND CEMENT: ASTM C 150. TYPE I REINFORCEMENT: ASTM A 615, GRADE 60 NORMAL WEIGHT AGGREGATE: ASTM C 33 WATER: DRINKABLE ADMIXTURES: NON -CHLORIDE CONTAINING 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 7, REINFORCING STEEL SHALL CONFORM TO ASTM A 615. GRADE 60. DEFORMED UNLESS NOTED OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CUSS 'B' AND ALL HOOKS SWJl BE STANDARD. UNO. 8. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH........3 N. CONCRETE EXPOSED TO EARTH OR WEATHER: 6 AND URGER ...... .......... _.._..........2 N. 5 AND SMALLER & WWF ................... 1 1/2 IN. CONCRETE NOT EXPOSED TO EARTH OR WEATHER DR NOT CAST AGAINST THE GROUND: SLAB AND WALL .................... -._........ 3/4 IN. BEAMS AND COLUMNS .............. 1 1/2 IN. 9. A CHAMFER 3/4' SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 10. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURES WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. 11. CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. 12. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301. 13. DO NOT WELD OR TACKWELD REINFORCING STEEL 14. ALL DOWELS, ANCHOR DOLTS. EMBEDDED STEEL, ELECTRICAL CONDUITS, PIPE SLEEVES, GROUNDS AND ALL. OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 15. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. 16. REINFORCEMENT SHALL BE COLD BEM WHENEVER BENDING IS REQUIRED. 17. PLACE CONCRETE IN A UNIFORM MANNER TO PREVENT THE FORMATION OF COLD JOINTS MID OTHER PLANES OF WEAKNESS. VIBRATE THE CONCRETE TO FULLY EMBED REINFORCING. DO NOT USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. 18. DO NOT PLACE CONCRETE IN WATER, ICE, OR ON FROZEN GROUND. IS- DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING PEROQ OR FOR A MINIMUM OF 14 DAYS AFTER PLACEMENT. 20. FOR COLD -WEATHER AND HOT -WEATHER CONCRETE PLACEMENT, CONFORM TO APPLICABLE ACI CODES AND RECOMMENDATIONS. IN EITHER CASE, MATERIALS CONTAINING CHLORIDE, CALCIUM, SALTS. ETC. SHALL NOT BE USED. PROTECT FRESH CONCRETE FROM WEATHER FOR 7 DAIS MINIMUM. OF VFR NS. sre` �p��c �NeI ENG..ra SOUTH BURLNGTON CREDIT UNION 80 MIDAS AVE S. BURLINGTON, VT GENERAL_ NOTES C•1 1 ! "STING it BUILDING I L LANDS N/F BRASSARDSERNCETVE INC. Cn S f 1 LANDS N/F CITY OF SOUTH BURLINGTONLANDS ' N/F Fes- �PARKNG LOT CITY LI SOUTH RLJ 1 BUNGTON 1 1 i L 1 LANDS N/F j '1 EIGHTYDRIVE. MIDAS a2IYE, LLC 1 V L 1 APPRO, 1 PRLWO MRHIV / AN71D I II / E%KTING L / BUILDING 1 - 1 / LANDS ` A.B. POMERLELEAU LANDS SOUTH \ / CITY SOUTH BURLIUNGTON l /'I -\OVERALL SITEAY T __ SCALE 1' = 5C' CALM NORIN 50SO BASEMAPPING PREPAP.ED FROM INFORMATION OBTAINED AT A SITE VISIT PERFORMED BY u NFlNIGY ENGINEERING ON 14, 2007 j MARCH AND APRIL 11, 2007, AND INFORMATION PROVIDED BY RCC, AND DOES NOT REPRESENT AN ACTUAL Y FIELD SURVEY. ii C LANDS N/F A.B. POMERLEAU OF PROPERTY LINE (T ) II 1 j 1 }` 1 I 1 �I 1 1 I i I 1 1 1 1 1 �I 1 i 1 1 1 1 I 1 I 1 I 1 i t 1 1 1 i 1 i 1 1 I I 1 I 1 1 1 i 1 1 Q BASEMAPPING PREPARED FROM INFORMATION OBTAINED AT A SITE VISIT PERFORMED BY IN=INIGY ENGINEERING ON MARCH 14, 2007 AND APRIL 11, 2007, AND INFORMATION PROVIDED BY RCC, AND DOES NOT REPRESENT AN ACTUAL FIELD SURVEY. 1 PROPOSED 4' 27 PANEL D I S A TO REPLACE EX/STMLO 110QDEN SLAT i AND PAINTED RJ YATCN (TYP DF (4) C-8 PER SECTOR (J) 70TAL SECTORS) EXISTING FENCE ON ROOF (WOODEN SLATS) APPROX7MA7E LOCA770N OF ROOD MOUN7E0 CABLE TRAY (FIELD VERIFY EXACT ROU7:0 TO ENSURE EXIS77NC FENCE SUPPORTS C-6 AND ROOF DRAINS ARE AVWDEDJ(TYP.) APPROXMATE LOCATION OF RCC T EQUIPMENT ROOM LOCATED ON THE THRM FLOOR C-4 SOUTH BURLINGTON CREDIT UNION 80 MINAS AVE S. BURLINGTON, VT �a�R1 LAYOUT 0-3 EXISTING OMCE I( LEC BREAKER PAN 11 'II BREAKER PANEL J I I EXISTING OFFICES IN ( THE AREA NOT EXISTING ( SHOW FOR CLARITY OMCE it 1�1' 7 EXISTING DEMARC TELCO 1 , 1 . } EXISTING STAIRS ! i l I' ' EXISTING BUILDING '' PROPOSED BREAKER �1 PANEL AND AIE7FR 11 ` I EXISTING ' OFFICE i 11 'i`I PROPOSED RCC LEASE ' i AREA (APPRDd0YA1ELY 240 S.F.) PIT ,1 1�, NOTE CONTRACTOR TO REEWNi Ex1STMTG CIRPEI; AND REPLACE PROPOSED RCC RBS ?2OB NT7H NON—STA71C FLOORNlG EO WWDVT CABNET (TTP. OF PRIOR TO CONSTRUCT10N) G OMN£R (1) N7UL, (1) FUTURE) ©N 1—'VOUIPMFNT ROOM LAYOUT THIRD FLOOR -- SCNE I' = 10' GALLED NORM BASEMAPPINC PREPARED FROM INFORMATION OBTAINED AT A SITE VISIT PERFORMED BY INFINIGY ENGINEERING ON MARCH 14, 2007 AND APRIL 11. 2007, AND INFORMATION PROVIDED BY RCC, AND DOES NOT REPRESENT AN ACTUAL ,FIELD SURVEY, Fls N:\RCC\SOUTH BURLINGTON CREDIT UNION\ACAD\CD'S\CML — SBFCU.DWG So-d! 6/6/2007 1022:77 AM VL011ed: 8/6/2D07 10:25:55 AM Us- Kolbe Mlchnlski 2 47 ,tiFFR..* 1Np Wa i n f i n i g Y INC. e g v e e r i n g gATLANTIC, UM b7 e01xrtMM vxw OxnE hot N &/ 300 Great Oaks BNY l ti+ 3 Q Cart ]ao rti t = g $idle 312, Al61.) NY 12203 1220 O ;!I _ - R ve m�Se S � Oer.1 M� (file) 8900790 Faz N: fSte)eeDUiB] � i ROOF -TOP ENTRY KIT (ANDREW P/N: MT-365G 2x4 SCREEN WALL OR APPROVED EQUAL) CABLE TRAY (SITE PRO 1. INC. P/N TOP $ MIDDLE BEAMS L7-12-4D OR APPROVED EQUAL) CABLE TRAY COVER (SITE WITH 9' RUNG SPACING, 4' LOADING PRO I IRK;. P/N DEEM. SUPPORT CABLES WITH LT-VSS-12-A OR CLAMPS EVERY 6 FT.-� APPROVED EQUAL) L6x4r36x1'-0' LLH W/(2) 14" tWA BOLTS A307 GALV THRU- & (1) 36" OA A307 U-BOLT (")— REPLACE THRU-BOLTS W (2) )A" OBLA4' LAG SCREWS — WALL EXISTING ROOF-1 r PANEL ANTENNA R PIPE MOUNT z ROOf—TOP HOOD ENTRY NOT TO SCALE 1 AN NA SUPPORT AT SCREEN WALL NOT TO SCALE 5 FLOOR OR WALL ASSEMBLY - MR. 4 1/2' TI-B(X� L_4ffWEKNT OR NORMAL FIRESTOP SYSTEM - FULL VOID OR CAVITY WENiIT (NOD-150 PCF) CONCRETE FLOOR OF YAIEAIAL-CALLX-MN I/2' THQQES$ OF FILL MITETtlK APPLIED WITHIN THE NfWILS, FLUSH UL CLASSIFIED CONCRETE CLOCK WALL WITH TOP SWAM OF FLOOR OR WITH BOTH e (MAWN AREA OF OPENING IS 67 SO. N. SURFACES OF WALL ASSEMBLY. SPECIFIED WTH MAXMUM OWN" OF 14 1/2-) TECHNOLOGIES INC. - SPEC SEAL LC350. 151. R 152. OR 155 SEALANT. HOLD DOWN FASTENED TO WITH 3/8' x LONG LAG SC ° ° --- — -- s' ° o 0 PVC SLEEPER MI 2515E OR EQUAL . INSTALL LL - - - - EVERY 4'-C' WHEN MOUNT ON FIRESTONE EPDM MEMBRANE UNDER SLEEPER ON ROOF FIRESTONE EPOM MEMBRANE OR APPROVED EQUAL WAI l A�SfNN Y - THE 1 OR 2 HR. FIRE RATED GYPSLI WALUOARD/SWID WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND DO THE MANNER DESCRIBED N THE NOMOUAL U400 SERIES WALL OR PARTITION DESIGN N THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FCLOMNG STUDS - WALL FRAYING SHALL CONSIST OF WL 3 5/8' WIDE STEEL OIAHEL STUDS SPACED MAX 24' O.C. WALLBOARD - 5/8' THLX, 4 FT. WOE VATH SQUARE OR TAPERED MGM THE GYPSUM WALL BOARD TYPE, RAORESS. NINDEER OF LAYERS, FASTENER TYPES AND FEET ORIENTATION SMALL BE AS SPECIFIED IN THE INDIVIDUAL U400 SERIES DESIGN N 11E LL FIRE RESISTANCE DIRECTORY. MAX AREA OF OPENING IS 66 SOL K WITH A MAX OMMSION OF 22'. THE HOURLY F RATINGS OF THE FRESTOP SYSTEM ARE DFPODENT ON 1HE HOURLY ERE RATING OF THE WALL ASSEMBLY N WHICH IT IS INSTALLED— UL SYSTEM #CAJ1208 & #CAJ1209 3 HR. RATING 3 1HROLx31 PENFTRAVON - OE OR MORE CONOAIS MAY BE INSTALLED WITHIN TIE x OPERIC THE ANNULAR SPACE BETVIE N THE fAEST� SYSTEM - (PACKING MATERIAL) - LWL C(NpRT AND THE PERIPHERY OF THE OPENING 3' T19CK ESS OF INN. 4 PCF MINERAL WOOL _S SHALL kE MIN. - 10 A MAX 1 1/2'. THE MATT INSULATION FIRMLY PACKED INTO OPOSHC ] SPACE BETIWFN THE CONDUITS MALL BE MIN. AS A PERMANENT FORM. PACKING MATERIAL TO 5 1/Y TO MOL 11/2'. CONDUITSTO BE RIGIDLY BE RECESSED FROM TOP SURFACE OF FLOOR OR SIPPOR7ID ON 801H SIDES OF FLOOR OR WALL FROM BOTH SURFACES OF WALL AS REQUIRED TO AMMAR.Y. CONOW — NOML Y HAIEIER (OR ACCOMMODATE THE REOURLD THICKNESS OF FILL SMALLER) EMT OR STEEL CONDUIT. MATERIAL e FIRE RATED PENETRATION —MULTIPLE METALLIC CONDUIT AT 4 A NOT TO SCALE 2 -- THROUGH PE EMANT - ONE OR MORE CONDUITS TO BE INSTALLED WITHIN THE OPENING THE SPACE BETWEEN CONDUITS SHALL BE A W. OF 1/2' 10 A MAX OF 1'. THE SPACE BETWEEN CONDUITS AND PERPIEMY OF OPENING SMALL BE A MN 0' (POINT CONTACT) TO MAX 1 1/4'. CONDUIT TO BE RIGIDLY SUPPORTED ON BORN SIDES OF WALL ASSEMBLY NOW. 2' OALETER (OR SMALLER) ELECTRICAL METALLIC RISING OR QkVANI2ED SIM CONDUIT. 3_\ROOF MOUNTED CABLE TRAY DETAIL TRAY DETAIL -- NOT TO SCALE UL SYSTEM #WL1093 1 2 HR. F RATING FIRESTOP SYSTEM - GYPSUM WALLBOARD - M LAYERS OF 5/8' THICK WALLBOARD CUT TO FIT THE CONTOUR OF THE THROUGH PENETRANTS ON BOTH SURFACES OF THE aApTm. WALL TIE ANNULAR SPACE BETWEEN THE THROUGH PENETRANTS AND THE CUT—OUTS OF SOUTH BURLINGTON THE GYPSUM WALLBOARD SHALL BE A MR. OF CREDIT UNION 1/4' r0 A MAX 3/8' GYPSUM WALLBOARD SHALL EXTEND A MN. OF 2' BEYOND THE PERIPHERY OF THE OPENING ON BOTH 80 MEAS AVE SURFACES OF THE WALL., PRIOR TO SECURING THE GYPSUM WALLBOARD TO BOTH SURFACES 8. BURUINGTON, VT OF THE WALL. A MN. 1/2- MUOESS OF RU. MATERIAL 6 TO BE APPLIED WITTHE TS JOINOF EACH LAYER OF GYPSUM WALHBOARD. ON BOTH SURFACESOFTHE Z WALL. EACH LAYER OF GYPSM WALLBOARD SHALL BE SECURED TO WALL BY MEANS OF I V 1NG /G' LOTYPE G SIM SCREWS SPACED C O.C. E u� FRESTOP MATERIAL — FILL VOID OR CAMTY N — AN — ON BOTH EFFACES OF THE WALL, A MRL 1/2' THICKNESS OF FILL MATERIAL APPLIED WTHWN Q; THE JOINTS OF EACH LAYER OF GYPSUM WAUBOA1D. AFTER INSTALLATION OF SON LAYERS OF GYPSUM [r�ny sr.M Axxm® WALLBOARD, 1' THICKNESS OF FILL MATERIAL APPLIEDWHIN ANNULI SPACE BETWEEN THE CUT —ND OUTS OF THE om GYPSUM WALLBOARD ATHE PENETRATING ITEMS AL FILL MATERIAL TO BE INSTALLED SUCH THAT A . 1/4' THICK CROWN OF FILL MATERIAL APPLIED - .,Ycme AROUND THE OUTER CRCUWFERDNCE OF 1`(Ei1*1 FNAARx PENETRANTS ON BOTH ENERGIES OF �(ANN. TECHNOLOGIES IN - UI50, Tsi.a((LQ SN,T R ..... • r`AP::as.Sr:•� '-. DETAILS enRE RATED PENETRATION - MULTIPLE METAWC CONDUIIT AT GYPSUM BOARD WALL NOT TO SCALE Mner C-6 a INCOMING POWER AND TELEPHONE SERVICE NOTES: _j I. CONNECTION TO EXISTING UTILITIES AND INCOMING POWER AND TELEPHONE SERVICES IS FOR CONCEPT ONLY. THE CONTRACTOR SHALL COORDINATE THE ACTUAL LOCATION NTH THE ELECTRIC AND TELEPHONE UTILITIES AND CARRIER. 2. THE CONTRACTOR IS RESPONSIBLE FOR MAOD ARRANGEMENTS WITH THE ELECTRIC AND TnEN1OE UTILITIES TO ENSILE TO A TIMELY INSTALLATION OF THE NCOYRD POWER AND TELEPHONE SERVICES THE CARRIER WALL OBTAIN AN ELECTRIC SERVICE ORDER (ESO) FOR THIS SITE PRIOR TO THE CONTRACTOR INITIATING ANY AM ON -SITE D. THE INCOMING ELECTRIC SERVICE SHALL BE INSPECTED BY THE AUn1OITY HAWING JURISDICTION AND A CERTIFICATE OF SUCH INSPECTION SHALL BE FURNISHED TO THE CARRIER WIN A COPY FORWARDED TO THAT UTILITY. 4. ANY UTILITY CHARGES ASSOCIATED WTH THIS SITE SHALL BE PAD BY THE CARRIER AND NO CHARGES, THEREFORE SHALL ACCRUE TO THE CONTRACTOR 5. COORDINATE ESTER SOCKET REQUIREMENTS AND UItITY METER ENttOSUE WITH CARRIER, AND PROPOSED BREAKER ELECTRIC anon. PROPOSED METIER 6. INCOMING ELECTRIC SERVICES SHALL BE N CONFORMANCE VAIN THE UTILITIES STANDARDS (LATEST AND DISCONNECT EDITION). 7. INSTALL PUl ROPES IN ALL Gown UIIESS NOTED OnERNISE. 6. CODUIT ROTS SHAH HAVE ONE 18•AT r PILLBOX AFTER 270 DEGEES OF BETA. SINGLE POLE SNITCH B. STRAIGHT RUNS SHALL HAVE A PULLBOX AFTER EACH 75'-0. OF STRAIGHT RUN. 11 1 CODED DRAWING NOTESi Oi COORDINATE POWER COMPANY. AND TELEPHONE CONDUITS S DIRECTED BY UTILITY COMPANY. REFER TO EQUIPMENT SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS, QROUTE (1) 2• EMT COMMIT NTH 4R3 a I/6 ONE) FROM EXISTING POWER SOURCE TO ROC METER. CONTRACTOR TO VERIFY CONDUIT ROUTE NTH & ONG REPRESENTATIVE PRIOR TO CONSTRUCTION (CONTRACTOR TO FIELD VERIFY FINAL LOCATION OF PROPOSED � Q ROUTE (1) 2• EMT CODUT WITH (4) W] a (1) 16 O G FROM ROO METER TO PROPOSED WAD RE TA CONTRACTOR TO VERIFY CONDUIT ROUTE WIN BUILDING REPRESENTATIVE PRIOR TO CONSTRUCTION. ROUTE 2• EMT WITH (1) PUILSTFING AND 25 PAR CAT 5 RATED. SHIELDED. FROM EXISTING TELCO DEMARC TO ROO EQUIPMENT LOCATION. SQ ALL TELCO CONDUITS SHALL UTILIZE LONG SWEEPS AT SENDS O ROUTE (1) 27 EMT CONDUIT WITH (4) /.1 a (1) i6 GIRD FROM GENERATOR RECEPTACLE TO MANUAL TRANSFER SCOTCH ABBREVIATIONS AWG AMERICAN WIRE GAUGE BFG BELOW FINISH GRADE BTS BARE TINNED SNRANDED C CONDUIT CAB CABINET DLO DIESEL LOCOMOTIVE CABLE DWG DRAWING EGR EXTERIOR GROUND RING FIGS EXTERIOR ISOLATED GROUND BAR G GROUND HALO INTERIOR GROUND RING WIGS MAIN ISOLATED GROUND BAR MON MULTI -GROUNDED NEUTRAL MSC MOBILE SWITCHING CENTER MTSO MOBILE TELEPHONE SWFECHRIG OFFICE PVC POLYVINYL CHLORIDE RGS RIGID GALVANIZED STEM SS STAINLESS STEEL SST SELF SUPPORTING TOWER TGR TOWER GROUND RING TYR. TYPICAL PANEL i EXISTING DROP CEIJNG �PROPOSED ROOM MANUAL IRAIHER SNTCH �-PROPOSED WAD WDET (LEI 15 ALP FOLK-N-OE RECEIPT 1254-1 OR APPROVED EQUAL) C FUN OUTPUT FLOUESCENT LIGHT FOnA7E OF II RURTEC NMM OFRLETER DISCONNECT, BREAKER PAC, AND MANUAL TRANSFER SWITCH) Q , UTILITY LAYOUT sGALE r = To' 10' 0 10' CAVED NORTH EXISTING BREAKER PANEL CONTRACTOR ACTORELECTALTO METER MANUFACTURER'S ACTUR R' INSTALL PER MANUFACTURER'S SPECIFICATIONS. MG � P/* ADN GENERATOR-20D PLUG. OP/1() 3 THAN. j0 M (4) 1 THAN. /6G. IN T �EYT CONDUIT W/PULLSIRINC 20DA/240V/2P/3R FUSED AT 20M NTH CLASS RIO I OR CUSS J FUSS 2COA MAENE TRANSFER OR SCOTCH GONERAC NS APPROVED EQUAL TO EXISTING TELCO DIDMARC PROPOSED BREAKER PANEL I (4) J 114WN. ,#SSG. IN 2- EMT CONDUIT W/PULLSTRING TO H/O FLOURESCENT LLGHT ?— — (1) 25 PAR, CAT 5 k (1) PULLSTRING SINGLE POLE SCOTCH I IN 2' EMT CONDUIT AMP I OU-III--ORE RECEPTAUGLE N�WOfJ'5. f 1254-1 OR APPROVED EQUAL EL1uPiEnr Rcc 2 ONE —LINE DIAGRAM -- NOT TO SCALE — GENERAL ELECTRICAL NOTES: 1. ALL ELECTRICAL WORK SMALL BE N ACCORDANCE WITH THE LATEST VERSION OF THE 14ATICNAL ELECTRICAL CODE AND ALL LOCAL AND STATE CODES LAWS, AND ORDINANCES. 2 GROUND SMALL FOLLOW RCC'S CELESTE GROUNDING SYSTEM a . INSTALLATION SPECIFICATION PACKET. OCTOOR 2O 02. TOB c m� (RELEASE 20 VERSION ILO) ` i o 1 ALL UNDERGROUND CONDUIT SHALL BE PVT SCHEDULE 40 m W i m , UNLESS OTHERWISE INDICATED. CONDUITS EXPOSED A80W N GROUND SHALL BE RIM GALVANIZED STEEL ALL UNDERGROUND CONTRANSITIONCT SHALL TRANSITION FROM PVC TO a 4 m 4� RIM BELOW GRADE. SUPPLY UTILITY MARKING TAPEBUR® � E 12• BELOW GRADE ALONG ENTIRE LENGTH OF LN UNDERGROUND p CONDUITS o c ny 4. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN N NwLATIOR. CONTROL CONDUCTORS SHALL BE STRANDED, POWER a uGH NG CONDUCTORS SHALL BE SOLID FOR #10 a /12 CONDUCTORS AND STRANDED FOR ALL 01H R SZES 5. ELECTRICAL DRAWINGS ARE N PART DIAGRAMMATIC - COORDINATE ELECTRICAL WORK WITH BUILDING STRUCTURE AND MECHA M EOUPLEHT. PROVIDE ADDITIONAL SUPPORTS FOR ELECTRICAL EQUIPMENT WHERE THE 81AMG STRUCTURE 5 NOT ADAPTED TO MOUNTING EQUIPMENT THEREON. & LOCATE ALL UNDERGROUND UTILITIES BEFORE TRENCHING. IF CONFLICTS ANISE, CONTACT UTILITY COMPANY AND ENGINEER /iEOIATELY. 7. ALL C(POSFD CODLATS SHILL HAVE WEATHERPROOF CAPS NOT DUCT TAPE 8. PROVDE 200 LB TEST PULL WEES N EACH TELEPHONE AND POWER CONDUIT. d PULL BOXES SHALL EE INSTALLED AS HEEDED PER NEC UTILITY REOUIEMETIM NL ALL STABBED OUT CONDUIT SHALL BE TURNED UP AND B01 V''O1 CAPPED 6• ABOVE GRAM COORDINATE ALL CONDUIT STUB-UP LOCATIONS WITH UTILITY COMPANY. H. SERVICE SHALL BE 240 VAC. 200 AMP, I -PHASE. 11 ALL YANK SHALL BE 1/2-C WA2) N2 + 112C UNLESS OTHERWISE NOTED. 11 ALL CONDUCTORS SHALL BE PREPARED FOR TERMINATION, Pd CODED BAGGED AM SECURED FOR FUTURE COMEC110N OF OTHERS.rw 14. ALL CONDUCTORS TERMINATION N THE COMMUNICATION EQUIPMENT SHALL HAVE A MIIIIUM OFW-O' OFSLACK SOUTH BURLINGTON FOR INSTALLATION INTO EQUIPMENT.CREDIT UNION I& ALL INTERIM ELECTRICAL WOW( IS SURFACE MOUNTED IN ENT CONDUIT. 16. ALL 20 ASP. CIRCUITS HAVE /12 THIN WIRING BO WW AVE S. BLTRI.E4BTOF4VK 17. ALL 30 AMP. CIRCUITS HAVE /10 1" WIRING. ML ALL 50 ALP. CIRCUITS HAVE j6 DEN WRING. TA EXTERIOR GROUNDING G SYSTEM METER ASERVICE BYi4 THE ELECTRICAL CONTRACTOR. 20. ALL RECEPTACLES HAVE A GROUND FAULT INTERRUPT yU, PROTECTED BREAKER. 21. ALL ALARMS ARE TO BE OPEN ON ALARM (NORMALLY CLOSEq dd M 8$ i a 1VotJ11OHi1TR1"% ♦♦� �� 0. V� AAaA JK e civil ° UTILITY -' LAYOUT Z. AINNNNAfMM E•1 a CODED DRAWING NOTES Qi PROVIDE µ/0 OTS COPPER GROUND HALO, QCONNECT PROPOSED GROUND HALO TO EXISTING WATER MAIN NM µ/0 STS (TYP.). EACH CONDUCTOR SHALL BE ROUTED FROM THE EXISTING WATER MAIN TO THE PROPOSED GROUND HALO IN A STRAIGHT LI✓E. ALL ABOVE MOUND PORTIONS OF THE BODING CO MTOR SHALL BE SLEEVED IN PVC. OROUTE µ/O GREEN STRANDED COPPER INSULATED GROUND FROM MAIN GROUND BAR TO CIGBE Q GROUND EOUPMEHT CABINET TO GROUND HALO. QS GROUND BREAKER PANEL AND MANUAL TRANSFER SNITCH TO (ROUND HALO. Q6 GROUND DISCONNECT AND METER TO GROUND HALO. Qi BOND GROUND BAR TO GROUND HALO. QGROUND SWITCH AND LIGHTING FIXTURE AS REQUIRED BY THE MANUFACTURER. GROUNDING SYMBOLS • EXOTHERMIC TYPE CONNECTION — G — /4/0 8TS GROUND CABLE ABBREVLATIONS CIGBE COAX ISOLATED GROUND BAR EXTERNAL M,IGB MASTER ISOLATED GROUND BAR SST SELF SUPPORTING TOWER GPS GLOBAL POSITIONING SYSTEM TYP. TYPICAL DWG DRAWING BCW BARE COPPER WIRE BFG BELOW FINISH GRADE W/ WITH P'VC POLYVINYL CHLORIDE CAB CABINET C CONDUIT SS STAINLESS STEEL G GROUND AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL 1 2 1 I e A e � Q t GROUNDING LAYOUT — SCALE: CALLED NORTH GENERAL GROUNDING NOTES 1, THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION O MANAGER WHEN THE CRINDING SYSTEM IS COMPLETE �l THE CONSTRUCTION MANAGER SHALL RESPECT THE GROUNDING SYSTEM PRIOR To BAC'"UNG. pH 2. THE MINIMUM SPACING BETWEEN "" RODS SHAD. BE HY-0'. -" 3. GROUND CONDUCTOR RENDS SHALL NOT BE tESS THAN C ` m � • ^ 24' RADIUS. N m YNM 4. INSTALL GROUND RING BEFORE THE EQUIPMENT S SET. c 0 Li— MAINTAIN CONNECTIONS MUM TO iAND TOWER AT _ ALL EWES gy S. CADWELD All CONNECTIONS TO BURIED GROUND RING c NTH PARALLEL WELDS, EXCEPTION, USE TEE WELDS FOR 0 NN COECTIONS TO GROUND RODS. •� G CROWD All EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOE MECHANICAL CONNECTORS FOR CONNECTION TO FLAT METAL SURFACES. PROVIDE STAINLESS STEEL HARDWARE AND LOCK WASHERS ON ALL MECHANICAL CONNECTIONS. APPLY T&B XOPR-SNEN CPS ANTI-OXDATION COMPOUND TO CONNECTIONS. 7. MANE ALL GROUNDING CONNECTIONS AS SHORT AS POSSIBLE MINIMUM SENDING RADIUS 24'. BURIED 36' BELOW GRADE OR 24' BELOW THE FROST LIE, WHICHEVER �^ IS GREATER. 8. CLEAN ALL SURFACES AND BRUSH MTN BRONZE BRUSH PRIOR TO MAKING GROUNDING CONNECTIONS PAINT ALL EXOTHENMC WELDS MTN GALVANIZED OBJECTS MTN GALVANIZE PAINT. 9. BOND EQUIPMENT ENCLOSURES i0 MIGB. USE A NEMNA DRILLED, TWO -HOE CONNECTOR FOR BONDS TO EOUP ENT ENCLOSURES USE AN APPROVED CONDUIT CLAMP FOR CONNECTIONS TD SERVICE COROATs. EXOTHERMICALLY WELD CONNECTIONS TO GROUNDING CONDUCTOR daX� 10. BOND ALL EXOMOR CONDUITS, PIPES AND CYLINDRICAL METALLIC a nnM OBJECTS NTH A PEHN-UNION GT SERIES CUAAP, BUCKBURN GIV SERIES CLAMP OR A RMNNDY GAR 390DOU SERIES CLAMP ONLY. 140 SUBSTITUTES ACCEPTED ��o-•a.=—Oe1e cmasa:_st m.- it, AFTER INSTALLATION IS C41PLElID IN CONFORMANCE MTN THESE DRAWINGS AND THE STANDARD SPECIFICATIONS THE CONTRACTOR qyN SHALL CO EN THE IMPEDANCE ((ROUND RESISTANCE) TO EARTH JMD. THE GRONDMG SYSTEM 6 AND BETWEEN ptaING CIRCUITS EXPECTm TO PROVIDE FOR A MAXIMUM EARTH RESISTANCE OF B r,oHa r+m OHMS, THE CONTRACTOR SHALL NOTIFY CARRIER PRIOR TO ALL TESTING AND SHALL FURTHER NOTIFY CARRIER IN THE EVENT THE EARTH RESISTANCE IS GREATER THAN S OHMS SOUTH BURLINGTON 12. GROUNDING SHALL BE IN ACCORDANCE WITH CARRIER CREDIT UNION SPECIFIC.ATIONS_ 13, CRIMP ALL CONNECTIONS TO GROUND HALO NTH PARALLEL WELDS 80 JAMS AVE S. BURLINGTON, VT 14. ALL GROUNDING CONDUCTORS SHALL BE SECURED USING NYLON TIE—WRAPS,ALL TIE—WRAPSSHALL BE TRIMMED USING FLUSH CUTTERS USE OF ENCLOSED METAUJC CUPS IS STRICTLY v,eP.se rm PROHIBITED. U g V z¢ M a U � U C m..�N s ue. .0 iti O�MN . R � .. .Q„u LAYOUT E•2 GENERAL NOTES: 1. INSPECTIONS A. GENERAL: DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY REQUIREMENTS. AND THE LATEST EDITION OF NEC, NFC, NEMA, OSHA, SEC, AND UL B. INSPECTIONS REWIRED: AS PER THE LAWS AND REGULATIONS Of THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. C. INSPECTION AGENCY. APPROVED BY THE LOCAL AND/OR STATE AGENCIES HAVING JURISDIC- TION AT THE PROJECT STE. O. CERTIFICATES SUBMIT ALL REORED INSPECTION CERTIFICATES 2, HANGERS AND SUPPORTS A. MATERIALS: ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE ZINC COATED OR OF EQUIVALENT CORROSION RESSTANCE BY TREATMENT OR INHERENT PROPERTY. AND SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION. PRODUCTS FOR OUTDOOR USE SHALL BE HOT DIP GALVANIZED. B. TOMES: HANGERS, STRAPS. RISER SUPPORTS, DAMPS. U-CHANNEL, THREADED RODS, ETC. AS INDICATED OR REQUIRED. C. INSTALLATION: RIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND EQUIPMENT TO BUILDING STRUCTURE USING HANGERS, SUPPORTS AND FASTENERS SUITABLE FOR THE USE MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE. PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FT O.C. D: STRUCTURAL MEMBERS DO NOT CUT, DRILL, OR WELD ANY STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER. E. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETS, ANGLES, FASTENERS AND HARDWARE AS REQUIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT, F. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH. 3. ENCLOSURES A, NEMA 3R 4. HOLES. SLEEVES AND OPENINGS GENERAL: PROVIDE ALL HOLES. SLEEVES, AND OPENINGS REQUIRED FOR THE COMPLETION OF WORK AND RESTORE ALL SURFACES DAMAGED TO MATCH SURROUNDING SURFACES. 5. CUTTING AND PATCHING A. GENERAL PROVIDE ALL CUTTING. DRIVING, FITTING AND PATCHING NECESSARY FOR ACCOMPLISHING THE WORK. THIS INCLUDES ANY AND ALL WORK NECESSARY TO: UNCOVER WORK TO PROVIDE FOR THE INSTALLATION OF ILL TIMED WORK. REMOVE AND REPLACE DEFEC- TIVE WORK AND WORK NOT CONFORMING TO THE REQIIREMENTS OF THE CONTRACT DOCUMENTS. B. REPAIRS: REPAIR ANY AND ALL DAMAGE TO WORK OF OTHER TRADES CAUSED BY CUTTING AND PATC14NG OPERATIONS, USING SKILLED MECHANICS OF THE TRADES INVOLVED. 6. RACEWAY SYSTEMS A FOR INITIAL ANCHOR TENANT: ALL CONDUIT AND ALL CONDUIT ELBOWS SHALL BE SCHEDULE 40 PVC UNLESS NOTED OTHERWSE. B. FOR FUTURE CARRIERS: ALL ABOVE GRADE CONDUIT AND ALL CONDUIT ELBOWS SHALL BE ROD GALVANIZED STEEL UNLESS NOTED 07HMVASF ALL BELOW GRADE CONDUIT (EXCEPT ELBOWS) SHALL BE SCHEDULE 40 PVC. C. TOWER LIGHT CIRCUIT FROM CONTROLLER TO LIGHTS SHALL BE SCHEDULE 40 PVC. RACEWAY BURAL DEPTH SHALL BE AS PER NEC. USE CLEAN SAND BACKFILL FOR ALL BURIED RACEWAY SYSTEMS. Z. CONDUCTORS USE 9ffi CONDUCTIVITY COPPER NTH TYPE XHHW-2 INSULATION, 600 VOLT, COLOR CODED. USE SOLD CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 8 AWA7, STRANDED CONDUCTORS FOR WIRE LARGER THAN NO. B. USE PRESSURE -TYPE INSULATED TWIST -ON CONNECTORS FOR NO. 10 AWG AND SMALLER. SO.OERLESS MECHANICAL TERMINAL LUGS FOR NO. 8 AWG AND LARGER. 8. ELECTRIC SERVICE A. GENERAL: COMPLY NTH AND COORDINATE ALL REQUIREMENTS OF THE UTILITY COMPANY. B. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. 9. TELEPHONE SERVICE A. OE14ERAL INSTALLATION SHALL BE IN ACCORDANCE WITH TELEPHONE UTILITY COMPANY'S c a ^ AND RULES AREGULATIONS. UTILIZE LONG SWEEP BENDS IN ALL TELEPHONE CONDUITS. - > Tp3ggp ` DAB 10, GROUNDING SYSTEM A. INSTALLATION: INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED. OWNER'S REPRESENTATIVE WILL INSPECT CADWELDS AND CONDUCT MEGGER TEST PRIOR TO BURIAL ..a MAXIMUM 5 OHMS RESISTANCE IS REWIRED. USE CLEAN SAND AND CLAY BACKFILL FOR BURIED GROUND CONDUCTORS m C m gm' 11. CHECKOUT, TESTING AND ADJUSTING m A CORRECTION/REPLACEMENT: AFTER TESTING BY CONTRACTOR, OWNER OR ENGINEER, CORRECT ANY OEFIOENCRES AND REPLACE MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY. B. POWER CONDUCTORS CONTRACTOR SHALL CONDUCT A CONTINUITY & INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH & POWER CABINET. C. WHEN SITE POWER IS DERIVED FROM 3 PHASE SOURCE LOAD READINGS WILL BE TAKEN AND RECORDED TO MAINTAIN A BALANCED LOAD AT THE PRIMARY SOURCE. RECORDS SHALL BE TURNED TO THE OWNER'S REPRESENTATIVE. SOUTH BURLING`ON CREDR UNION SO MMS AVE S. BUPo.IMON, VT v z VU . S U � � U a .,SIf MQ�iO♦s, a �(�%,• - 2 i Duna, �_ JMTa Idle CW0 * = r `� ELECTRICAL NOTES -SEES O�?� ,�A�hNNWiNn •-�a E-3 1/4' DIAMETER STAINLESS STEEL BOLT, NUT AND TWO HOE COPPER WASHERS COMPRESSION TYPE GROIRD LUG 04/0 GROUND GROUND BAR OR CONDUCTOR EO MtNi NOSE TE ICEIEXTERNAL TERMINATION SURFACES SHALL BE TRHEATEDD WITH 1H TdB KOPR-SHIELD CPS ANTI-OYlUa71ON COMPOUND. EQUIPMENT GROUND CONNECTION NOT TO SCALE ea TPNNED GROUND BAR DETAIL NOT TO SCALE LEGEND 1 - TINNED COPPER GROUND BAR, 1/4'x 4'x 24' 2 - INSULATORS (NO INSULATORS ON TOWER) 3 - 5/8• LOCK WASHERS 4 - MOUNTING BRACKET (MOUNT HORQONTAL ON VERTICAL CABLE LADDER) 5 - 5/8-11 X r H.H.C.SBOUS (6 AWG FROM ANTENNA COAX GROUND KIT. SECTOR GROUND BAR(S) ON ANTENNA rn p TOWERS 3r�� mt y 0 0 o Qo - = Sa,. opo 00 00 opo -e..=. �n�LL o C=$� /4/0 AWG TO GROUND RING (AT BOTTOM BAR ONLY) 3 ANTENNA GROUND HARE INSTALLATION - NOT TO SCALE NOTE: 1. COPPER GROUND BAR 1/4'x4'x24' 2-HOLE CONTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. SIMILAR INSTALLATION FOR TOP AND BOTTOM TOWER GROUND BARS AND FOR COAX ENTRY PORT GROUND BARS OPEN WIRE OR INSTALLED IN CONDUIT AS SHOW ON DWG. axgiM:Ji-tom pµdA AWPER REQUIRED ONLY WHEN �L oa <. 7/8.0 AND LARGER (TYR) .� M.� a.I.— INSULATED M"ING 8UA9HG O-2 GED EY TYPE I�G SIZE TO WEATHERPROOFING SLIT. PROVIDE AT EACH DO OUT, MWREW 1221213 WHEN CONDUIT IS REQUIRED SOUTH BUR UNG.T(NI (TVP) �.: I CREW UNION LA 80 MIDAS AVE STANDARD ANDREW GROUND KT (GYP). SEE NOTE {4/0 AVID BCW - BOND AT ``,rCBOH S. BUR UNGTON, VT /4N BR ENDS AWC EQUIPMENT ^-._ MP OX. REQUIRMET ED 2' 6 nreaw ANTENNA CABLE (GYP) ` 2 1/2' ♦ LLAK. � ' HUBS. TWO HOLE CCAABBLE� I U F f6 AM STRADHT TONGUE, T d 8 O.BLEIWAVE WEATHERPROOFING Kit i CABLE GROUND MOT u SE TO SUIT M F GROUND BAR NA(R OROl2D BAR }6 AWG STRANDED COPPER GROUND WRE GROUNDED TO GROUND BAR) ' 1 ... (CONTRACTOR NEWTON INSTRUMENT CO. (STAN CA3EWAVE GROLINDING KM V INSULATED GROUND BAR () c4 TO ANTENNA CABLETO — — µ/D AWG GREEN INSULATED fT � GROUND BR AS BmAPPROPRUTE DO NOT INSTALL CABLE GROUND KT AT A BEND ANO VOTE' DRDROUND DOWWNN KT A7 A BEND ALWAYS DIRECT ALWAYS DIRECT GROUND WIRE GOWN i000NNECTION WIRE TO GIICBUED DUTY PIPE CLAW,0°4 OF VFW; rw R CAR �IND OF GROUND WIRES TO µ/0 AWG ODIN euwor TYPE CABLE OATER 8 CABLE GROUND KIT. 4 GROUNDING BARS ® ANTENNAS -- NOT TO SCALE SE rD SLIT -- NOT TO SCALE ° ROUNDING GROUNDING TO WATER MAIN - i DETAILS -- NOT TO SCALE - Civil 73 �% E �`• cE� .......... RCC Atlantic, Inc. PROJECT NARRATIVE: WIRELESS COMMUNICATIONS FACILITY PROJECT: 80 MIDAS DRIVE, SOUTH BURLINGTON, VERMONT Submitted July 13, 2007 A. Overview RCC Atlantic, Inc. d/b/a UNICEL ("RCC") proposes to install a wireless communications facility on an existing three-story, three -unit office building (the `Building") located at 80 Midas Drive, South Burlington, VT 05403, Parcel ID # 1165-00080 (the "Property"). The Property is owned by Eighty Midas Drive LLC and the Building is subject to that certain Common Interest Community Declaration dated December 4, 2006 and recorded in Book 775 at Page 152 of the South Burlington Land Records. The Property is located in the Commercial 1 District. The RCC Facility will consist of the following elements: (i) installation of twelve (12) panel antennas, each measuring no greater than eight feet, on the roof of the Building by replacing the wooden slats of the existing fence; (ii) installation of two (2) equipment cabinets, breaker panel, meter and related appurtenances inside the Building on the third floor in an approximately 240 square foot existing office space, and (iii) installation of a roof -mounted cable tray and roof -top entry kit. No increase to the height of the Building is proposed, nor will the RCC Facility require any expansion or exterior alteration of the Building. The plans for the RCC Facility are shown on the Construction Drawings enclosed as Tab B to this Application. Please also see the photo simulations attached as Tab C. B. Project Objective The purpose of the project is to improve Global Systems for Mobilization ("GSM") service in South Burlington. Coverage is needed to fill service gaps and to provide a higher quality level of wireless service, but coverage is also needed to enable the use of Enhanced 911 ("E-911 ") service so that emergency responders can pinpoint the location within the Town from which a wireless call or message is placed. GSM is a technology used to provide digital cellular telephone service, and is the migration path chosen by UNICEL to provide reliable wireless service to users who have purchased or will purchase GSM handsets. The benefits of GSM include ability to provide the user with higher speeds in data services, better phone selection, and greater mobility between networks in the United States (including enabling handset use by subscribers to Cingular and other GSM subscribers), Europe and Asia. C RCC Atlantic, Inc. South Burlington, VT CSite Plan and Conditional Use Review Application C. Site Plan and Conditional Use Review: General Review Standards Concerning the general review standards of the South Burlington Site Plan and Conditional use Review Regulations, please note as follows: 14.06. Site Plan General Review Standards A. Relationship of Proposed Development to the City of South Burlington Comprehensive Plan. It is a stated goal of the City of South Burlington to provide quality public and quasi -public utilities, including telecommunications such as private cell phone and wireless service, to all residents and businesses in a manner that is efficient, cost-effective and environmentally sound. Pursuant to the South Burlington Comprehensive Plan, cell phone and wireless service play an important role in economic and recreational life. The purpose of the installation is to improve wireless coverage and capacity for UNICEL® users, which includes E-911 service. This is consistent with the City of South Burlington's welfare, livability and viability. B. Relationship of Proposed Structures to the Site. The panel antennas will be painted to match the color of the existing wooden slate fence. As ( depicted in the photo simulations attached as Tab C, the RCC Facility will be virtually undetectable. C. Relationship of Structures and Site to Adjoining Area. As RCC does not propose to expand the existing Building, this review standard is inapplicable to the RCC Facility. 14.10(E). Conditional Use General Review Standards (1) The proposed use, in its location and operation, shall be consistent with the planned character of the area as defined by the City of South Burlington Comprehensive Plan. As mentioned above, it is a goal of the City of South Burlington to provide quality public and quasi -public utilities, including telecommunications such as private cell phone and wireless service, to all residents and businesses in a manner that is efficient, cost-effective and environmentally -sound. The purpose of the RCC Facility is to improve wireless coverage and capacity for UNICEL® users. (2) The proposed use shall conform to the stated purpose of the district in which the proposed use is to be located. The RCC Facility does not contravene any stated purpose of the Commercial 1 District. -2- RCC Atlantic, Inc. South Burlington, VT CSite Plan and Conditional Use Review Application (3) The proposed use shall not adversely ffect: (a) The capacity of existing or planned municipal or educational facilities. The RCC Facility will not adversely affect any existing or planned municipal or educational facilities. (b) The planned character of the neighborhood or district in which the property is located, or the ability to develop adjacent property for appropriate uses. The RCC Facility will not adversely affect the planned character of the Commercial 1 District, or the ability to develop adjacent property for appropriate uses. (c) Traffic on roads and highways in the vicinity. The RCC Facility will not adversely affect traffic on roads and highways in the vicinity. (d) Bylaws in effect. The RCC Facility will not adversely affect any bylaws in effect. C(e) Utilization of renewable energy resources. The RCC Facility will not adversely affect the utilization of renewable energy resources. RCC would be pleased to provide any additional information concerning the application to the Development Review Board members in writing, and looks forward to making a formal presentation concerning this application at a future hearing. Sincerely, William J. Downs Rai Attorneys for RCC Atlantic, Inc. cc: Michael Johnson, Esq., Eighty Midas Drive LLC Chris Bramley, Pyramid Network Services 2049273.1 I -3- Permit #U4 -� APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. I understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month. That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of the hearing. Type of application (check one): ( ) Appeal from decision of the Administrative Officer (includes appeals from Notice of Violation (x) Request for a conditional use ( ) Request for a variance ( ) Other PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY): WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING ? 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone & fax #): Eighty Midas Drive LLC. 80 Midas Drive, South Burlington. VT 05403 2) LOCATION OF LAST RECORDED DEED (book & page #) Book 775, Page 166 3) APPLICANT (name, mailing address, phone and fax #) RCC Atlantic, Inc. d/b/a Unicel, 302 Mountain View Drive, Suite 200 Colchester, VT 05446 4) CONTACT PERSON (person who will receive staff correspondence. Include name, mailing address, phone & fax # if different from above): William J. Dodge, Downs Rachlin Martin PLLC, P.O Box 190, 199 Main Street Burlington, VT 05402-0190 5) PROJECT STREET ADDRESS 80 Midas Drive 6) TAX PARCEL ID #: 1165-00080 7) PROJECT DESCRIPTION A. Existing Uses on Property (including description and size of each separate use): Office buildin B. Proposed Uses on Property (include description and size of each new use and existing uses to remain): Installation of twelve (12) panel antennas on the rooftop of the existing building; associated cabling and equipment; use of indoor office space (approximately 240 square feet) for equipment. C. Total building square footage on property (proposed buildings & existing building to remain): 27,739 sq feet D. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement & mezzanine): Building = +/- 37'; Building with existing rooftop fence = +/- 43; Floors = 3 E. Number of residential Units (if applicable, new units & existing units to remain): 0 F. Number of employees & company vehicles (existing & proposed, note office vs. non -office employees): Following construction, RCC will make approximately one visit per month to the site. G. Other (list any other information pertinent to this application not specifically requested above, please note if overlay districts are applicable): n/a 8) LOT COVERAGE The RCC wireless communication facility will not change the existing lot coverages. A. Total parcel size: Sq. Ft. B. Buildings: Existing _ Proposed Sq. Ft Sq. Ft. C. Overall impervious coverage (building, parking, outside storage, etc) Existing % / Sq. Ft. Proposed % / Sq. Ft. D. Total area to be disturbed during construction: n/a Sq. Ft. " * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES A. Building (including interior renovations): $ 40,000 B. Landscaping $ 0 C. Other site improvements (please list with cost): n/a 10) ESTIMATED TRAFFIC: A. Average daily traffic for entire property (in and out): Following construction. RCC will make approximately one visit per month to the site. B. A. M. Peak hour for entire property (in and out): n/a C. P.M. Peak hour for entire property (in and out): n/a 11) PEAK HOURS OF OPERATION The RCC wireless communications facility will operate 24 hours a day. 12) PEAK DAYS OF OPERATION The RCC wireless communications facility will operate 7 days a week 13) ESTIMATED PROJECT COMPLETION DATE Approximately 1 month following the obtainment of all required permits 14) LIST ABUTTING PROPERTY OWNERS: (list names and address of all abutting property owners, including those across any street or right-of-way. You may use a separate sheet of paper if necessary): City of South Burlington, 575 Dorset Street, South Burlington, VT 05403 Antonio B. Pomerleau LLC, 69 College Street, Burlington, VT 05401 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. RCC Atlantic, In By: SIGNATURE ' -- SIGNATURE OF AP LICANT SEE PERMIT AUTHORIZATION LETTER, TAB D SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: 3'Development Review Board ❑ Director, Planning & Zoning I have reviewed this application and find it to be: COMPLETE ❑ Incomplete C WILLIAM J. DODGE wdodge@drm.com Direct: (802) 846-8395 July 12, 2007 VL4 F9DERAL EXPRESS Mr. Raymond J. Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: RCC Atlantic, Inc. Installation Application Dear Mr. Belair: 7 DKM DOWNS RACHLIN ahl<.,iiq i'L,, Enclosed please find one (1) original and seven (7) copies of application binders in connection with an application by RCC Atlantic, Inc. d/b/a UNICEL ("RCC") to install antennas on the rooftop of, and related equipment inside, the existing office building at 80 Midas Drive. Each application binder includes the completed site plan review application and request for a conditional use, as well as materials sufficient for the Development Review Board to complete site plan and conditional use review. Please also note that we have included one check for $185 to cover the site plan application fee and one check for $135 to cover the conditional use application. If an additional fee is required, please let me know. Additionally, I am sending five (5) 24" x 36" copies and one (1) 11" x 17" copy of the site plans under separate cover. Please give me a call with any questions you have on the application, and I look forward to hearing from you soon. Sincerely, William J. Dodge Downs Rachlin Min PLLC Attorneys for RCC Atlantic, Inc. Enclosures cc: Michael Johnson, Esq., Eighty Midas Drive LLC Chris Bramley, Pyramid Network Services 2053101.1 COURTHOUSE PLAZA ■ 199 MAIN STREET ■ PO BOX 190 ■ BURLINGTON, VT ■ 05402-0190 ■ T: +1.802.863.2375 ■ F: +1.802.862.7512 BURLINGTON, VT 0 ST. JOHNSBURY, VT ■ BRATTLEBORO, VT 0 MONTPELIER, VT ■ LITTLETON, NH ■ MANCHESTER, VT ■ WWW.DRM.COM Permit Number SP-CR - 5 3 CITY OF SOUTH BURLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Naive as shown on deed, mailing address, phone and fax #) Eighty Midas Drive LLC 2) LOCATION OF LAST RECORDED DEED (Book and page #) Book 775, Page 166 3) APPLICANT (Name, mailing address, phone and fax #) RCC Atlantic, Inc. d/b/a Unicel _302 Mountain View Drive, Suite 200, Colchester, VT 05446 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): William J. Dodge, Downs Rachlin Martin PLLC P.O. Box 190 199 Main Street Burlinqton VT 05402 5) PROJECT STREET ADDRESS: 80 Midas Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 1165-00080 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Office Building b) Proposed Uses on property (include description and size of each new use and existing uses to remain) Installation of twelve (12) panel antennas on the rooftop of the existing building; associated cabling and equipment; use of indoor office space (approximately 240 square feet) for equipment c) Total building square footage on property (proposed buildings and existing buildings to remain) 27,739 sq feet d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) Building = +/- 37': Building with existing rooftop fence = +/- 430 Floors = 3 e) Number of residential units (if applicable, new units and existing units to remain) 0 C f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): Following construction, RCC will make approximately one visit per month to the site g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): n/a 8) LOT COVERAGE Total Parcel Size: a) Building: Existing % / Proposed % / sq. ft. sq. ft. Sq. Ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. RCC's proposed wireless communications facility will not change the existing lot coverages. c) Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. d) Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land roust follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ 0 c) Other site improvements (please list with cost): n/a 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): Following construction, RCC will visit the site approximately once per month. b) A.M. Peak hour for entire property (in and out): n/a c) P.M. Peak hour for entire property (In and out): n/a 11) PEAK HOURS OF OPERATION: The RCC wireless communications facility will be operating twenty-four hours a day. 2 C 12) PEAK DAYS OF OPERATION: The RCC wireless communications facility will be operating 7 days a weel 13) ESTIMATED PROJECT COMPLETION DATE: 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) City of South Burlington, 575 Dorset Street, South Burlington, VT 05403 Antonio B. Pomerleau LLC, 69 College Street, Burlington, VT 05401 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced. copy (I V x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 3 I I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. RCC Atlantic By' G SIGNATURE OF APPLIQ^T SEE THE PERMIT AUTHORIZATION LETTER, TAB D SIGNATURE OF PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: -7( � 3 I o-1 REVIEW AUTHORITY: VDevelopment Review Board ❑ Administrative Officer I have reviewed this site plan application and find it to be: YComplete ❑ Incomplete of Planning & Zoning or Designee Date 4 C C EXHIBIT A SITE PLAN The following information must be shown on the site plan. Please submit five (5) copies and one reduced copy (I I" x 17") of the site plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. o Lot drawn to scale (20 feet scale if possible) o Survey data (distance and acreage) o Contours (existing and finished) o Proposed landscaping schedule (number, variety and size) as required in Section 26.105 of the zoning regulations o Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping o Existing and proposed curb cuts, pavement, walkways o Zoning boundaries o Number and location of parking spaces (as required under Section 26.25 of the zoning regulations) o Number and location of handicapped spaces (as required under Section 26.253(a) of the zoning regulations) o Location of septic tanks (if applicable) o Location of any easements o Lot coverage information: Building footprint, total lot, and front yard o North arrow o Name of person or firm preparing site plan and date o Exterior lighting details (cut sheets). All lights should be down casting and shielded. o Duimpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If Restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Site Plan $ 185* Amended Site Plan $ 185* ❑ Administrative Site Plan $ 85* * Includes $10.00 recording fee 5 Jul 26 07 09:50a Civil Engineering 802-985-2271 p.2 VfFCU Planting Cost Estimate Michael Lawrence Assoc. Landscape Architects Essex Junction, VT July 11, 2007 NEW PLANTING PLANT SIZE UNIT COST QUAN SUB -TOTAL Ater x freemanii'Jeffersred' 2-2.5 in. $2,100 1 $2,100 Amtostaphylos uva-ursi 1 gal., 10-12 in. $30 180 $5,400 Buxus microphylla'Wintergreen' 3 gal., 15-18 in. $85 18 $1,530 Chamaecyparis nootkatensis'Pendula' 7 gal., 4-5 ft. $170 2 $340 Clethra alnifolia 3 gal., 15-1a in_ $40 6 $240 Clethre alnifolia'Hokie Pink' 3 gal., 15-18 in. $40 6 $240 Clethra alnifolia'Ruby Spice' 3 gaL, 15-18 in. $40 7 $280 Luonymus alatus compactus'Fire Ball' 36-42 in. $130 6 $780 Hamamelis vernalis 8-10 ft. $300 1 $300 Juniperus chinensis'Blue Point' 7 gal., "ft $250 1 $250 Juniperus chinensis'Spartan' 7 gal., 5-6 ft. $250 7 $1,750 Microbiota decussate 3 gal-, 15-18 in. $50 45 $2,250 Picea omorika 6-7 ft. $270 1 $270 Taxus cuspidate 'Capitata' 6-7 ft. $350 4 $1,400 Quercus bicolor 2.5-3 in. $600 1 $600 Taxus media Tautonii' 3 gal., 15-18 in. $65 7 $455 Taxus media 'Wardii' Ward's Yew 7 gal. $250 5 $1,250 Thuja occidentalis'Nigra' 6-7 ft. $150 25 $3,750 Comus sericea 'Kelseyi' 3 gal., 15-18 in. $40 10 $400 Hydrangea arborescens'Annabelle' 3 gal., 15-18 in. $40 4 $160 TOTAL NEW PLANTING $23,585 i SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 July 25, 2007 Michael Johnson 80 Midas Drive South Burlington, VT 05403 Re: Minutes - 80 Midas Drive Dear Mr. Johnson: For your records, enclosed is a copy of the approved July 10, 2007 Development Review Board meeting minutes. If you have any questions, feel free to contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. SOUTH BUluANGTON DEVELOPMENT REVII, ,J BOARD 10 JULY 2007 The approval motion was amended to add Stipulation 3d and Stipulation #11 as follows: 3d: The plans shall be revised to show the existing runoff mitigation. 11. The applicant shall consult with the Stormwater Superintendent and seek mitigation for the new encroachment into the wetland buffer. Ms. Quimby moved to approve Site Plan Application #SP-07-44 of Vermont Gas subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 7. Miscellaneous Application #MS-07-05 of Winding Brook Homeowner's Association for removal of 1450 cubic yards of fill for reconstruction of the stormwater pond for the purpose of compliance with the State of Vermont stormwater rules, Winding Brook Drive: Staff had no issues with the application. Ms. Quimby moved to approve Miscellaneous Application #MS-07-05 of Winding Brook Homeowner's Association subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 8. Final Plat Application #SD-07-37 of Eighty Midas Drive, LLC, to amend a previously approved planned unit development consisting of an 8,480 sq. ft. general office building, including a drive-in bank. The amendment consists of minor site modifications, 80 Midas Drive: Mr. Vock said the project was approved about a year ago. There was discussion then about a transformer. The transformer has been moved from its original place and the sidewalk has been "jogged" a bit to accommodate it. Mr. Vock said there was no other viable and cost effective location for it. They have put much more landscaping around it and a walkway to it. Staff wants the walkway filled in with landscaping. This is acceptable to Green Mountain Power and the developer. Mr. Belair said the major issue is the setback waiver of 25 ft. bringing the setback to 5 ft. One corner would be within the 5 ft., and there is an option to "shave" it down. Mr. Vock showed that corner. He noted that Green Mountain Power has said the cap can be pushed back within compliance. Mr. Belair said the other waiver needed is for having an accessory structure in the front yard. Mr. Dinklage reminded the applicant that decision made because of cost are not decisions that should be made without DRB input. -3- SOUTH BUIuANGTON DEVELOPMENT REVIL vV BOARD 10 JULY 2007 Ms. LaRose also raised the issue of an entrance on Midas Drive. The plans called for an entrance and there is a door there, but there is also a sign that says "don't use this as an entrance." The applicant indicated this is an emergency egress only. Stipulation #3b was added as follows: The plan shall be revised to show the transformer pad moved so that no portion of the pad is less than 5 feet from the property line. Ms. Quimby moved to approve Final Plan Application #SD-07-37 of Eighty Midas Drive subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 9. Sketch plan application #SD-07-38 of Leduc Farm, LLC, for boundary adjustment and subdivision to a) create two new residential lots, b) create one retained farm parcel, and c) enlarge three existing single-family residential lots, pursuant to Section 9.12(C) of the South Burlington Land Development Regulations, Cheesefactory Road: Mr. Marshall said this application will allow for preservation of much of the Leduc Farm. The two existing lots are mostly in Shelburne. These will be enlarged. The farm parcel will be divided into lots 6 and 7. Norman & Jeannie Leduc's lot will be divided into 2 lots. There will be an access to Francis Leduc's property to allow the barn building to be integrated into the lot. Mr. Dinklage asked whether approval is also required from the Town of Shelburne. Mr. is his understanding, and the Leducs have already contacted the Town of Shelburne. Mr. Dinklage asked whether there will be 2 separate entities. Mr. Marshall said there will. Ms. Leduc said they are setting this up so the lots can never be subdivided again. Mr. Dinklage noted that one of the lots is landlocked. If there is legal wording in both South Burlington and Shelburne that the lots can't be separated, that is OK. Ms. Leduc said that is their intention. Mr. Scott indicated the land now owned by the City. He noted that this application is what the City hoped would happen. He said he strongly supports it. Ms. Dopp, President of the South Burlington Land Trust, and a tenant of the adjacent landowner, said she also supports the plan. No issues were raised. Mr. Belair suggested the applicant might want to combine preliminary and final plats. -4- CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 13, 2007 Tom Crapo PO Box 407 Burlington, VT 05402 Re: 80 Midas Drive Dear Mr. Crapo: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 13, 2007 Steve Vock Civil Engineering Assoc. PO Box 485 Shelburne, VT 05482 Re: 80 Midas Drive Dear Mr. Vock: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough Planning & Zoning Assistant of (ao N�dus Fle CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). NEARING DATE: `I —%D - 6 r% NAME MAILING ADDRESS PROJECT OF INTEREST 11t ja P('). L) U r FC2<L nlQF-- CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS PROJECT OF INTEREST LOULIG (�C�VLIC CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24V.S.A. § 4471(c). HEARING DATE. 17 I l j p/el> 9 NAME MAILING ADDRESS PROJECT OF INTEREST ,TAMS s 7 Pv ao� yG -7 V7- 6-,-s MULLa'WdG� ,6UALJAJGn�TbV7- rAd(giNG Ro //It0U M orM Ot.f/Cefie 4 mfo �Su��iny� 15-P. Vi/IU,n6tvok fi C, t c ItSter, ' 05 N 6 �G h eL 315 Wt VIJ'y �' AoJ( Vi 15; ao m r✓p t.� R �- 1 w/ �r� 1 �1 Tad -PAT �,ru S-r 4 44 94,�- �a 1 t S' feve (p CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 13, 2007 Eighty Midas Drive, LLC c/o Michael Johnson 80 Midas Drive South Burlington, VT 05403 Re: 80 Midas Drive Dear Mr. Johnson: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on July 10, 2007 (effective 7/13/07). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by January 9 20M or this approval is null and void. If you have any questions, please contact me. Sincerely, --�&,-,q Rrc-bom n Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7006 3450 0002 0948 9083 VTFCU Planting Cost Estimate Michael Lawrence Assoc. Landscape Architects Essex Junction, VT July 11. 200 NEW PLANTING PLANT SIZE UNIT COST QUAN SUB -TOTAL Acer x freemanii 'Jeffersred' 2-2.5 in. $2,100 1 $2,100 Arctostaphylos uva-ursi 1 gal., 10-12 in. $30 180 $5,400 Buxus microphylla 'Wintergreen' 3 gal., 15-18 in. $85 18 $1,530 Chamaecyparis nootkatensis 'Pend ula, 7 gal., 4-5 ft. $170 2 $340 Clethra alnifolia 3 gal., 15-18 in. $40 6 $240 Clethra alnifolia 'Hokie Pink' 3 gal., 15-18 in. $40 6 $240 Clethra alnifolia 'Ruby Spice' 3 gal., 15-18 in. $40 7 $280 Euonymus alatus compactus 'Fire Ball' 36-42 in. $130 6 $780 Hamamelis vemalis 8-10 ft. $300 1 $300 Juniperus chinensis'Blue Point' 7 gal., 5-6 ft $250 1 $250 Juniperus chinensis 'Spartan' 7 gal., 5-6 ft. $250 7 $1,750 Microbiota decussata 3 gal., 15-18 in. $50 45 $2,250 Picea omorika 6-7 ft. $270 1 $270 Taxus cuspidata 'Capitata' 6-7 ft. $350 4 $1,400 Quercus bicolor 2.5-3 in. $600 1 $600 Taxus media 'Tautonii' 3 gal., 15-18 in. $65 7 $455 Taxus media 'Wardii' Ward's Yew 7 gal. $250 5 $1,250 Thuja occidentalis 'Nigra' 6-7 ft. $150 25 $3,750 Corpus sericea 'Kelseyi' 3 gal., 15-18 in. $40 10 $400 Hydrangea arborescens'Annabelle' 3 gal., 15-18 in. $40 4 $160 TOTAL NEW PLANTING $23,585 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 June 19, 2007 Eighty Midas Drive, LLC c/o Michael Johnson 80 Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, 4&W �Q* Betsy WDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 June 19, 2007 Brassard Automotive Services c/o Mr. William Black 141 Pearl Street, No. 147 Essex Junction, VT 05452 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, (-&q aarqjj Betsy McDonough Planning & Zoning Assistant Encl. 1 � CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 June 19, 2007 Antonio B. Pomerleau c/o Chittenden Insurance Group PO Box 6 Burlington, VT 05402-0006 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy cDonough Planning & Zoning Assistant Encl. SEVEN DAYS I june 20-27, 2007 1 classifieds 41B auction at 10:00 a.m. on July 9, 2007, at the location of the prop- erty described in the mortgage; on knowledge and belief, known and designated as and having an E-911 address of 149 Skunk Hollow Road, Jericho, Vermont. The property to be sold (the Prop- erty) is all and the same land and premises described in said mort- gage, and further described as fol- lows: Being Lot 1, containing 10.26 acres, more or less, as depicted on a map entitled "Two Lot Subdivi- sion for Gladys B. Jameson, Skunk Hollow Road, Jericho, Vermont", dated May 3, 1997 prepared by Ver- mont Land Surveyors, and recorded on Slide 277 of the Jericho Land records. The property is subject to utility and drainage easement as shown on said Plan. Being all and the same land and premises conveyed to Robert Scott Jameson and Kara Marie Green- wood by Warranty Deed of Gladys B. Jameson dated June 30, 1997 and recorded on June 30, 1997 in Volume 151, Page 242 of the Jeri- cho Land Records. The within described property may be subject to easement, rights -of - way of record and other interests of record Terms of Sale: The Prop- erty shall be sold to the highest bidder, who shall at sale pay cash or certified funds, or $10,000.00 in cash, certified check, or good bank check, and produce evidence satisfactory to Plaintiff of the abil- ity to pay the remainder of the highest bid, which evidence shall be provided to Plaintiff prior to the initiation of bidding and -who shall pay the balance of-th-e suc- cessful bid price within forty-five (45) days. The successful bidder will be required to sign a purchase and sale agreement. Any purchaser at sale will take the Property "AS IS" and title will be conveyed by Order of Confirmation. The mortgagor is entitled to redeem the premises at any time prior to the sale by paying the full amount due under the mortgage, including the costs and expenses of sale. Other terms to be announced at the sale or inquire at Kohn Rath & Meyer LLP 802-482-2905. Dated: May 7, 2007 David Rath, Esq. Attorney for Plaintiff NOTIFICATION OF PERIOD OF PUBLIC COMMENT Pursuant to 18 V.S.A. § 8907 and the Administrative Rules on Agency Designation, the Vermont Depart- ment of Health (VDH), Division of Mental Health (DMH), and the De- partment of Disabilities, Aging and Independent Living (DAIL) hereby notify the public of the Applica- tion for Re -Designation of How- ard Center for Human Services. A 14-day period of public com- ment is provided for VDH/DMH and DAIL to gather information about Howard Center for Human Services as part of the process to decide whether or not the State of Vermont will renew the agencys designation to deliver develop- mental and mental -health services to adults, children, adolescents, and families in Chittenden region. Comments from consumers, par- ents, family members, and other concerned citizens about your ex- periences with services provided by Howard Center for Human Ser- vices of Chittenden County are welcomed. Public Comments will be accepted until the close of busi- ness on Thursday July 12, 2007. In particular, DMH and DAIL are inter- ested in knowing: • What are the strengths and needs of the agency? • Does the agency work well with other agencies in the community? • Do people get the kinds of ser- vices that they need? • Do people get services when they need them? • Do you have any recommenda- tions for improvements? Please send written comments or contact us by phone no later than July 12, 2007 For Adult or Children's Mental Health: Mail: Vermont Department of Health --Dfvision of Mentalttealth- - 108 Cherry Street, PO Box 70 Burlington, VT 05401-0070 Attention: Melinda Murtaugh Phone: 802-652-2000 Fax: 802- 652-2005 For Developmental Services: Mail: Department of Disabilities, Aging and Independent Living 103 South Main St. Waterbury, VT 05671-1601 Attention: Joe Carlomagno Phone: 802-241-2614 Fax: 802- 241-4224 PUBLIC HEARING SOUTH BURL- INGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, July 10, 2007 at 7:30 P.M. to consider the follow- ing: Show and View and po 6 photos per 1. Appeal AO-07-02 of Michael J. Barrett appeal denial of zoning permit application ZP-07-101 for an above ground swimming pool, 26 Cortland Ave. 2. Final plat application SD-07- 37 of Eighty Midas Drive, LLC to amend a previously approved planned unit development consist- ing of an 8,480 square ft. general office building, including a drive-in bank. The amendment consists of minor site modifications, 80 Midas Drive. tell. Open 24/7/365. st up to - Post & browse ads ad online. at your convenience. Extra! Extra! tit There's no limit to ad length online. kp � www.sevendaysvt.COm [click on classifieds] In FY 2008, the VT Agency of Transportation intends to expend 4.11% of the federal financial assistance received from the Fed- eral Transit Administration with small business concems owned and controlled by socially and economically disadvantaged in- dividuals (DBEs). It is the intent of the VT Agency of Transporta- tion that this expenditure be ob- John Dinklage, Chairman tained through a race and gender South Burlington Development Re- neutral program. view Board Individuals who are interested in becoming a certified disadvan- Copies of the applications are taged business enterprise in Ver- available for public inspection at mont should contact: the South Burlington City Hatt. Vermont Agency of Transportation June 20, 2007 Office of Civil Rights & Labor Com- pliance PUBLIC NOTICE National Life Building, Drawer 33 The Chittenden County Transpor- Montpelier, VT 05633-5001 tation Authority (CCTA) is seeking Telephone: (802) 828-2717 businesses and/or not -for -profit A description of the methodology agencies that have passed a Feder- used in establishing this goal can al Transit Administration manage- be viewed for 30 days following ment review for contract work. the date of this notice during nor - Qualified bidders should send their mal business hours at the above response which indicates the date address. It is also available for of their last management review viewing on our website: httn://// to: www.aot.state.vt.ps/civitrights/ Chris Cole Documents/VTransDBEGoalFY08. Chittenden County Transportation Authority Comments pertaining to this 15 Industrial Parkway overall goal will be accepted at Burlington, VT 05401 the above referenced address for Chittenden County Transportation a period of forty-five days begin - Authority is an Equal Opportunity ning on the date of publication Employer. of this notice. Comments will also be accepted by the Federal Transit Administration, Transpor- PUBLIC NOTICE tation Systems Center, Kendall Vermont Agency of Transportation Square, 55 Broadway, Suite 920, Disadvantaged Business Enterprise Cambridge, MA 02142-1093, At - (DBE) tention: FTA Regional Civil Rights Overall Annual Goal on FTA-Funded Officer. Projects Additional information about our For Fiscal Year October 1, 2007 DBE Program, including our current through September 3o—,7008 -- 756E Registry, certification apptica= Pursuant to US Department of Trans- tion, resource guides and links to portation regulations contained in other small business resources can 49 Code of Federal Regulations, be obtained by visiting the DBE Part 26, all state transportation page of our website at: http:// agencies receiving Department of www.aot.state.vt.us/CiviLRights/ Transportation financial assistance Dbe.htm must establish overall percent- All firms, both DBE and non -DBE, age goals for the dollar value of are invited to contact the Vermont work to be awarded disadvantaged Agency of Transportation for infor- businesses. This action has been mation regarding bidding opportu- deemed necessary in order to pro- nities on federally funded projects. vide these businesses with a level Dated June 15, 2007 at Montpelier, playing field to participate in the Vermont performance of contracts and sub- contracts financed in whole or in part with federal funds. The Ver- STATE OF VERMONT mont Agency of Transportation is CHITTENDEN COUNTY, SS. a recipient of US Department of GMAC, Transportation financial assistance, Plaintiff, and hereby establishes the follow- CHITTENDEN SUPERIOR COURT ing goal in accordance with these v regulations: DOCKET NO. S0231-07 CnC JOHN D. MORAN, Defendant. SUMMONS AND ORDER OF PUBLICA- TION TO THE ABOVE NAMED DEFENDANT: JOHN MORAN You are hereby summoned and re- quired to serve upon Plaintiff's at- torneys, Bauer, Gravel, Farnham, Nuovo, Parker & Lang, whose ad- dress is 40 College Street, Suite 100, P.O. Box 607, Burlington, VT 05402-0607, an answer to Plain- tiffs Complaint in the above-enti- tted action within 41 days after the date of the first publication of this Summons, which is June 13, 2007. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your answer must also be filed with the Court. Unless the relief demanded in the Complaint is for damage covered by a liability insurance policy under which the insurer has the right or obligation to conduct the defense, or unless otherwise provided in V.R.C.P. Rule 13(a), your answer must state as a counterclaim any related claim which you may have against the Plaintiff, or you will thereafter be barred from making such claim in any other action. Plaintiffs suit is an action to col- lect sums that are due and owing pursuant to certain promissory note(s), and promises, executed, and/or made, by Defendant and in favor of Plaintiff, and the de- faults thereon; and issues of title and interest in a 2004 Chevrolet Silverado 1500 Crew Cab truck, VIN 2GCEK13T341410488 and a 2004 Chevrolet Silverado Ext. Cab 4WD truck VIN 1GCHK29UX4E338867. It appearing from the Motion, and Affidavit(s) duly filed in the above - entitled action that service can not be made on the Defendant with dve dit-�erice-by any of themeth- ods otherwise prescribed in V.R.C.P. Rules 4(d) through (f) inclusive, it is hereby ORDERED that service of the above process shall be made upon the Defendant, JOHN MORAN by publication pursuant to V.R.C.P. Rules 4(d)(1) and 4(g). This Order shall be published once a week for two consecutive weeks on June 13, 2007 and June 20, 2007 in Seven Days or other newspaper of gen- eral circulation in the Charlotte, VT area; and a copy of this Order shall be mailed to the Defendant, John Moran at his last known mailing address in Charlotte, Vermont. Dated at Burlington, Vermont, this 25th day of May, 2007. /s/ Matthew I. Katz Chittenden Superior Court Judge UNITED STATES DISTRICT COURT DISTRICT OF VERMONT ESTATE OF RYAN RODRIGUEZ, JOE RODRIGUEZ AND CAROL RODRI- GUEZ, CO -ADMINISTRATORS PLAINTIFFS, V. DOCKET NO. 2:06-CV-125 JAY SIMON, CORRECTIONAL MEDICAL SERVICES, INC., EDWARD DIONNE, JOSHUA RUTHERFORD, MICHAEL CARBONNEAU, AND JOHN ARZUAGA DEFENDANTS. ORDER FOR SERVICE BY PUBLICA- TION TO: John Arzuaga An action has been brought against you in the U.S. District Court for the District of Vermont alleging that you violated the constitution- al civil rights of Ryan Rodriguez, acted outrageous- ly, and caused his survivors to suffer severe emotion- al distress and failed in your duty to provide medi- cal and mental health care which met the standard of care to which Ryan Rodriguez was entitled, re- sulting in his death on October19, 2004. You are hereby summoned and re- quired to serve upon Plaintiffs attorney, Jerome F. O'Neill, O'Neill Kellner & Green, 159 Bank Street, P.O. Box 5359, Burlington, VT 05402- 5359 an answer to the complaint which is being served upon you by this publication within 20 days af- ter publication of this notice._ __ _ -- If you fail to do so, judgment by default will be taken against you for the relief de- manded in the complaint. You must also file your answer with the Clerk of the U.S. District Court within a reasonable period of time after service. The address is P.O. Box 945, Burlington, VT 05402. Dated at Burlington, Vermont this 1 day of June, 2007. Jerome J. Niedermeier, U.S. Magistrate Judge i004S 6-T - S�3- Permit Number SD -_a_ CITY OF SOUTH BUFLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Eighty Midas Drive, LLC Phone: 660-9393 Fax: 660-9396 80 Midas Drive, So. Burlington, VT 05403 Vol. 612, P. 516-518 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 605, P. 222-224 3) APPLICANT (Name, mailing address, phone and fax #) Same as above. 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Michael Johnson Phone: 660-9393 Faxe 660-9396 80 Midas Drive, So. Burlington, VT 05403 5) PROJECT STREET ADDRESS 80 Midas Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 045-4-038-000 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) Existing uses include a bank and professional offices (floor area = 2,526 sf). b) Proposed uses on property (include description and size of each new use and existing uses to remain) 1 Gt Flnnr - Rank - 2, SS0 Gf 2nd Floor - General Office - 3,040 sf 3rd Floor - General Office - 2,890 SF c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 44' -6" - Three floors & screened mechanical area on roof. e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 24 Employees and 0 company vehicles. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? No - there are not any wetlands. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? N/A c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 23,739 sf (acres /sq. ft.) b) Building Coverage: Existing 2,516 square feet 10.6 % Proposed 3,040 square feet 12.7 % c) Overall Coverage (building, parking, outside storage, etc): Existing 5, 080 square feet 21.4 % Proposed 16,095 square feet 67.8 % d) Front `hard Coverage(s) (commercial projects only): Midas Dr'v�:S.B. Easement: insting 2, 706 square feet 11.4 Existing: 13, 531 sf or 57% Proposed 7,122 square feet 30 % Proposed: 7, 122 sf or 30% 10) AREA DISTURBED DURING CONSTRUCTION: 21,750 sq. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications fox erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking 12) COST ESTIMATES a) Building (including interior renovations) $ 1,472,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 22, 220 c) Other site improvements (please list with cost) Included within building cost. 13) ESTIMATED TRAFFIC (SEE ATTACHED TRAFFIC ANALYSIS) a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) c) P.M. Peak hour for entire property (In and out) 14) PEAK HOURS OF OPERATION 15) PEAK DAYS OF OPERATION 16) ESTIMATED PROJECT COMPLETION DATE Spring of 2007 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. SEE ATrACHED LIST 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information r and is accurate to the best of my knowled SI as pallet of this application has been submitted SIGNAtI'UW OF P PERTY OWNER Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee 4 Date CIVIL CN IGINERIERIl Ir r��S0CIArE,'S0. 1114r, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 June 18, 2007 Mr. Ray Belair City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Re: Vermont Federal Credit Union Eighty Midas Drive Dear Ray: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Please find enclosed five full size and one reduced copy of the site plan and landscaping plan, amendment fee and the Final Subdivision Plat Amendment Application for the Eighty Midas Drive project. This application has been filed to address the revised location of the transformer and the sidewalk from the building to Midas Drive. This application contains the same information as the application for Final Subdivision Plat with the exception of the traffic analysis which wasn't included. If you should have any questions or need any additional information, please let me Stephen A. Vock, P.E. SAV:pao Enclosures cc: Tom Crapo Mike Johnson Steve Morton (DEW) Eighty Midas Drive, LLC List of Abutters July 8, 2005 Brassard Automotive Services, Inc. Attn: Mr. William Black 141 Pearl Street, No. 147 Essex Jct., Vermont 05452 City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Antonio Pomerleau c/o Chittenden Insurance Group 69 College Street P.O. Box 6 Burlington, Vermont 05401 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 July 6, 2007 Michael Johnson 80 Midas Drive South Burlington, VT 05403 Re: 80 Midas Drive Dear Mr. Johnson: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, July 10, 2007 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, 'Bc�� 1W",a Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\eightymidasdrive\final.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: July 6, 2007 Plans received: June 15, 2007 EIGHTY MIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT FINAL PLAT APPLICATION #SD-07-37 Agenda # 9 Meeting date: Jul 10, 2007 Owners Applicant/Contact Eighty Midas Drive LLC Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080_C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne. VT 05482 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\transformer.doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking final plat approval to amend a previously approved planned unit development consisting of an 8,480 square ft. general office building, including a drive-in bank. The amendment consists of minor site modifications, 80 Midas Drive. The applicant appeared before the Development Review Board for sketch plan hearing on August 2, 2005, preliminary plat hearing on October 4, 2005, October 18, 2005, and November 15, 2005, final plat hearing November 21, 2006. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on June 15, 2007 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C1 Zoning District Required Proposed + Min. Lot Size 40,000 S.F. 23,739 S.F Max. Building Coverage 40% 12.7% Max. Overall Coverage 70% 67.2% Max. Front Yard Coverage Midas Drive 30% 30% Max. Front Yard Coverage (City of South Burlington Easement 30% 30% ♦ Min. Front Setback Midas Drive 30 ft. 5 ft. Min. Front Setback (City of South Burlington Easement 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. ♦ Max. Building Height 35 ft. 44.6 ft. zoning compliance �• pre-existing noncompliance ♦ waiver required The applicant is requesting approval to locate a GMP transformer within the front yard setback. Therefore, they are requesting a front yard setback waiver of 25 feet, to allow the structure to be located five feet from the edge of the City Right -of -Way. In accordance with the South Burlington Land Development Regulations (SBLDR), the Board may grant a waiver such that no structure is closer than five feet from any property line. Staff notes that this transformer has already been installed and that this application has been submitted after the fact. 1. The Board approves a twenty-five (25) foot setback waiver for the transformer. The SBLDRs state that no accessory structure may be located in the front yard. The applicant is CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\transformer.doc requesting a waiver from this regulation. 2. The Board grants approval for the location of the accessory structure (transformer) in the front yard. Landscaping The applicant has submitted a revised landscaping plan with changes not only surrounding the proposed transformer, but also elsewhere on the site. Staff notes that the SBLDRs require that "utility improvements such as transformers .... shall be effectively screened" and that such "screening shall be permanently maintained landscape of evergreen or a mix of evergreen and deciduous trees and shrubs." The proposed landscaping surrounding the transformer does not sufficiently screen the very large area from the public right of way of Midas Drive. There is a gap which has been shown to provide access for GMP technicians. Staff strongly recommends that this gap be moved to the opposite side and not be located on the Midas Drive side. 3. Landscaping shall be added to the east side of the transformer to fill the gap shown on the plans. The minimum landscaping requirement, based on building costs, is $22,220. The applicant has already bonded for $22,500. The applicant should submit a revised itemized landscape budget which shows that the minimum budget is being met. 4. The applicant shall submit a revised itemized list of the proposed landscaping, including dollar values. This shall meet a minimum of $22, 500. Staff recommends that the Development Review Board approve final plat application #SD-07-37 subject to the numbered items above. Respectfully submitted, Cathy n L. LaRose, Associate Planner Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates AutoCADD Projnts\2005\05122\VFCU-LANDSCAPE-07-06-14.dwg. 6/15/2007 12:57:18 PM, abiae% I 1 0 ` 3 '4 al \ c- no 0 3 1 tP o `T m 1 6 TC T M mr - _ O a'_ A Z 1 I U1^ ,101 S`1 a 1 �IJ o0 1 �? I a al 3 1 d d a N x rn s 0) C W TO vD 3 71 n G i� `3 - — 0a I UI n 2 fi III 4=I. III Jt I I 1—1 _ A�I s g 711 y i z I m � 3 � 3 enr 9--1CD73 g '3ov 1 nsm n v — m i 3 lawn � -wn u 1 m - I rn - - - --- 1 Q m cb d D nwz o ' w Wrn a — — — -- --- `— R 30 Mn N0 I-P O N W y n ca S c' c9 Ce .r c9 nX n� 3 RQ41 < R c ?_�_ Qi ®n M a N ' L A N T L 1 5 T Key Q 5cientihc Name Common Name Elizd5pec. Taxmw 5 Taxus x media 'Wardii Wards Yew 7 Gal. AcfrB I Acer x freemann 'Jeffers Red' Jeffers Red Maple 2-2.5 in., BO Aruv 180 Arctostaphylos uva-u1'5i Bearberry I gal., 10-12' Buml 18 Buxu5 microphylla'Wmtergreen' Wintergreen Boxwood 3 gal., 15-18, Chno 2 Chaemaecyparis nootkatensis'Penduld Alaska Weepmg Cedar 7 gal., 4-5 ft. CI 6 Clethra alnifoha 5ummer5weet 3 gal., 15-18' -al Clhp 6 Clethra alnifolia 'Hokie Pink Hoke Pink 5ummersweet 3 gal., 15- 18' Clrs 7 Clethra alnifolo'Ruby 5pice' Ruby Spice 5ummer5weet 3 gal., 1 5-18' Eual 6 Euonymus alatus compactus'fire Ball' Fire Ball Compact Burning Bush 36-42 in. Have I Hamamehs vemahs Vernal Wltchhazel 8-1 O ft., 13413 Jucb I Juniperus chinensls 'Blue Point' Blue Point Juniper 7 gal., 5-6 ft. Jucs 7 Juniperus chmen5is'5partan' 5partan Juniper 7 gal., 5-6 ft. Mide 45 Microbiota decussata Creeping Cypress 3 gal., 1 5-18 in. Flom I Ficea omorika Serbian 5pruce 6-7 ft., 646 Taxcp 4 Taxus cuspidata'Capitata' Pyramidal Japanesse Yew 6-7 ft., 154121 Qubi I Quercus bicolor Swamp White Oak 2.5-3 in., 84B Tata 7 Taxus media Tauntomi Dark Green 5preading Yew 3 gal. 15-18 in. Thon 25 Thufa occidentalis'Nigra' Dark Green Amencan Arbonntae 6-7 ft Cssk 10 Cornus 5ericea 'Kelseye Compact Kelsey Dogwood 3 gal. Hyan 4 Hydrangea arborescens Annabelle Annabelle Hydrangea 3-gal. X CO O � ^m CO _TJ " f � � O T` "1 V e r m O n t F e d e r a l C r e d IMtd.6j V)riIv® r5o u t h Burli n g t o n, V e r m o n t R e v i s e d L a n d s c a p e P l a n Z G r a p h i c S c a I e M i c h a e I L a w r e n c e & A s s o c L a n d s c a p a Arch i t e c i s E s s e x J u n c t i o n V e r m o n t June 12, 2007 OWNER OF RECORD. Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT APPLICANT., Eighty Midas Drive, LLC. 80 Mides Drive South Burlington, VT COMMERCIAL 1 - RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS TO EXIST. I 1 t.'; ! i^ii ✓'�iii;iii/ii;ii/�ii;ij�ii;i/i//i�,/% i/ /�i /�, iii/iij///i'/,�/�/ii///iii�ii /i// iiji/,i/i/ /iii/iiii//i/iii/is�i,i�,iiiiiiifi�i�i�i'//i�iiI//ii;/",i,/iii.y/iiii; i/i%%//iii,/i/��1A''' � a MER TRANSFORle Brassard Automov Services, Inc. II I . . i i [G 1 Required Existing Proposed Lot Size 40, 000 s.f. 23, 739 s./. 23, 739 s./.•- •..TED Bldg. Coverage 40% 10.6% 12.7% : I \ `• �� - �: jta Lot Coverage 70% 21.4% 67.8% %I ' PoeA c.8 a, /•\ •\ - Front Yd Coverage 30 % 11.4 % 30.0 % I 'i ', - '"' N6W UB ELEC. (Midas Drive) - `;j.- _ _ - - \ •>✓L'fl!tE NERtFY !' Front Yd Coverage 30% 57.0% 30.0% (S.B. Easement) I - Front Yard 30, 38' 30.0' `i IGN Side Yard 10, 15' 19.5' 1 ' rlington City of South BuABANDON_,MOGgEi BS Rear Yard 30 n/a n/a �I PROPOSED SITE LIGHT •BIKEPOSED RACK I SEE SHEET L1 SAWCUT EX. PAVEMENT AT PROPERTY LINE _ T� �y ••SNDgC. STORAGE' � P x 1 e"k^y`war74iw� City of South Burlington Wac .✓a.n 11 ` 1 y I \ w 11 w `ems ,,pp 1 1 ,"SNOW m„ ( I S ORAGE•• . '4 PR Air DUMPSTER 1aACK t ,-/-f " d RECYCLING ENCLOSURE o . W/ 6 HIGH STOCKADE FENCE, FOR SCREENING PURPOSaS ON 6' THICK CONCRW PAD ` �� Pm/ac)aenclrmwx SpIMM1JMepb , J-� Ewyerbn 916)a - I rl / � 1 / / I / / 1 / 1 City of South Burlington I 1 I / I o / / 1 / ! I 1 1 Ic VMS INV 3129 pROpOSED BUIE�6NG .31 II _1 h. 1. 1�1 I t1 I !II I 1 j I 1 1 1 II , TREES 10 BE RETAVED I 1 (TYP FOR 4) NEW TELEPHONE PEDESTAL WITHIN PROPERTY LIMITS I MATCH IX I ( SIDEWALKi 1�:It I MATCH EX. CURB AND PAVEMENT II I k313. XIST. WATER LINE ''II TO BE ABANDONED I� AND CURB BOX REMOVED I SIDEWALK TO EXTEND ACROSS .cal PAVED DRIVE(TYP) r II RM=1 (1113.10 I INV F N-307.35 INV 12"E-306.08 INV 18'S=305.90 RAISE RIM TO FINISH GRADE- 8 INSTALL SOLID COVER i o s NEW TRANSFORF�' j - BY GMP 11 h-DEPRESSEI) 1 N, ry 13ti ,CURBAT 1 / ENTRANCE (TYP.) it 1 1 2• COPP E W SERVICE IN W EX. CB RIM-312.91 INV 16"N-306.14 1 INV 18'S-306.07 �.•.... T' RA:SERIMTO t"DO NOT ENTER7• o'i I SIGNS NEW GAS c: LINE (VERIFY , W/VT-OAS) < ' 1 1 si psil, I 1 J. A.B. Pomerleau GRAPHIC SCALE I w I a I ( IN Fur ) 1 amb - 20 R A.B. Pomerleau AND Ex ( a NM-313101 INV 17'WNPT,,7 CORPORATION NOTES: 1. Utilities shown do not purport to constitute m represent all utilities located upon or adjacent to the surveyed premises, Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. NI discrepancies Mall be reported to the Engineer. The Contractor Mall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated Into the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. 3. The Contractor Mall maintain as -built plans (with ties) for all underground utilities. Those plans Mall be submitted to the Owner at the completion of the project. 4. The Contractor Mall repair/restore all disturbed areas (on or off the site) as a direct or Indirect result of the con traction. All disturbed areas resulting from the Installation of the water or .ewer line. (on or off the site) Mall be restored within 45 days of disturbance. 5. All grossed areas shall be maintained until full vegetation Is established. 6. Maintain all trees outside of construction limits. 7. The Contractor Moll be responsible for all work necessary for complete and operable facilities and utilities. 8. If the building is to be sprinklered, backflow prevention shall be provided in accordance with Ordinance For The Control Of Croaa Connections, Within The Water j tom Of The City Of South Burlington. The Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plans far rleer dotal. 9. The Contractor Mall submit Mop drawings tar all Items and materials Incorporated Into the site work Work Moll not begin on any Item until Mop drawing approval Is granted. 10. In addition to the r equirements set in theme plan. and specifications, the Contractor .hall complete the workin accordance with all permit conditions and City of So. Burlington Public Works Standard.. 11. The tolerance for finish grades for all pavement, walkways and lawn areas Mall be 0.1 feet. 12. Any dewotering necessary for the completion of the sltework Mall be considered as part of the contract and shall be the Contractors responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with South Burlington Public Works Department. 14. The Contractor shall Install the gas, electrical and telephone serVices in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed Moll be disposed of at an approved off - site location. All pavement cute Moll be made with a pavement saw. 16. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for Verification before work continues on the Item In question. IIIIIIIsrvy\lasl SITE ENGINEER: 0 CIVIL ENGINEERING ASSOCIATES, INC. (,. 3�X ;s5 it F3i'NNE, !' G9182 caPrecn coon - MIJ, smsn aemm aanm MJW SAV SMPPIWYW OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT ------73E)-.. EXISTING CONTOUR - -- R.VLVION IJ6 PROPOSED CONTOUR o/n/se UT R.VnW AS PQ slum CON[Il rs PROPERTY LINE "V REVIEW EUO [ING. PA G I u/e/I eMv REVEW eupnlNc. PMRm1c --SS GRAVITY SEWER MAIN u/ae/I EMY esv1» RG G, Peamrc \ W WATER MAIN /17/0e RAV M. BOOMING. W= /31/I SAV my. vacant. VniPR011e -- -- UE UNDERGROUND ELECTRIC /10/n 9AV MEOW EOWROe -- UT UNDERGROUND TELEPHONE 1/e1/I EMV MWW WOPV Bus ------ST STORM DRAINAGE LINE /I/I - aauscm w.res saMco m/sr UV mvEW raussrawma a ww- ® SEWER MANHOLE ® STORM MANHOLE PROPOSED Oc.o. CLEANOUT SITE roc HYDRANT PLAN ® SHUT-OFF a CATCH BASIN 0.0 LIGHT POLE v SIGN IMim ORATING N 11111 SEPT., 2005 .,✓wV..r EDGE OF WOODS/BRUSH - DRAINAGE SWALE a� 20' C 1 • BOLLARD Pa.. No. / 05122 Page 1 of 1 ray From: Mike Lawrence [Mike@mclasia.com] Sent: Tuesday, May 29, 2007 9:55 AM To: ray Subject: vfcu landscape change withdraw Good morning Ray, Would you please withdraw our application to revise the planting at the new Vermont Federal Credit Union building on Midas Drive. I spoke with Tom Crapo and he will be contacting you later this morning. Thanks, Michael Lawrence ASLA 5/29/2007 Permit Number SP-�-� CITY OF SOUTH BUFLINGTON APPLICATION FOR SITE PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #)_ /NDA`- pA;�, 1i1, - & /WFA5 b?4vp• 040 ILL W VT' d r2+03 602- 660 P 2) LOCATION OF LAST RECORDED DEED (Book and page #) V4, HP I' 5)lv - 51f) �01, �& 3) APPLICANT (Name, mailing address, phone and fax #) *MP 4) CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): _ 5) PROJECT STREET ADDRESS: t0 ^IPAS p?4*• W PJAV. Vr- 6V403 6) TAX PARCEL ID # (can be obtained at Assessor's Office) I Ib5 - 00006 7) PROJECT DESCRIPTION a) Existing Uses on Property k*l,k- OM�,6 t MkBFP-,a description and size of each separate use) b) Proposed Uses on property (include descri t on and size of each new use and existing es to remain) AR Pk,, OTI o X-)M c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) e) Number of residential units (if applicable, new units and existing units to remain) C f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 8) LOT COVERAGE Total Parcel Size: Sq. Ft. a) Building: Existing % / sq. ft. Proposed % / sq. ft. b) Overall impervious coverage (building, parking, outside storage, etc) Existing % / sq. ft. Proposed % / sq. ft. c) Front yard (along each street) Existing % / sq. ft. Proposed % sq. ft. d) Total area to be disturbed during construction (sq. ft.) * Projects disturbing more than one-half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: C 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) ABUTTERS (please list all abutting landowner. Include mailing address. Also include those across a street or right-of-way. You may use a separate sheet if necessary) 15) SITE PLAN AND FEE A site plan shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the site plan must be submitted. A site plan application fee shall be paid to the City at the time of submitting the site plan application (see Exhibit A). 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNATURE OF APPLICANT SIGNATURE OF PROPERTY&WNER Do not write below this line DATE OF SUBMISSION: S-/ �� I REVIEW AUTHORITY: ❑ Development Review Board FA Officer I have reviewed this site plan application and find it to be: lJ Complete ❑ of Planning & Zoning or Designee s a3o� 4 Michael Lawrence As Landscape Architects / Site Planning C0I'1SUltcintS Date: May 22, 2007 Memo: Ray Belair Zoning Administrator City of South Burlington South Burlington, Vermont 05403 Re: Vermont Federal Credit Union 80 Midas Drive South Burlington, Vermont 05403 Changes to proposed Landscape Plan The following changes are proposed because two tree species were unavailable and additional plant material was needed to help screen an electrical transformer that was moved during construction after the planting plan had been prepared. Unavailable plants 2 Picea pungens `Fat Albert' Fat Albert Spruce 6-7 ft. ht. value $ 650.00 1 Acer x freemanii `Jeffers Red Jeffers Red Maple 4-4.5 in. cal. value $ 650.00 Total Value $1,300.00 Replace with 4 Taxus cuspidate `Capitata' Pyramidal Yew 6-7 ft. ht value $1,300.00 3 Taxus media `Wardii" Wards Yew 7 gal. value $ 325.00 Total Value $1,625.00 In addition we propose planting 45 Hemerocallis `Happy Returns' —Happy Returns Daylily from one gallon containers into the two foot bed between the north face of the building and the parking lot. These daylilies have a value of $687.00. Copies of the plan, an application for Site Plan Review and check for $85.00 are enclosed. Michael Lawrence ASLA MEMBEf2 Amenc,in Society Eight Under Dine Essex Junction, Vermont 054�Z of LirdscaFxx AJCI11'CLt5 f'/F 802.818.2118 ni,kci<ravrcncek4<tdelpht�t net CIVIL ]EANGINERING INC, 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com January 12, 2007 Mr. Ernest P. Christianson Regional Engineer Department of Environmental Conservation 111 West Street Essex Jet., Vermont 05452 Re: 80 Midas Drive, So. Burlington WW-4-2604 Dear Ernie: The 80 Midas Drive project is nearing completion. Based upon our intermittent inspections, I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspeld, were properly tested, and have successfully met those performance tests. Sincerely, / Stephen A. Vock, P.E. SAV:pao cc: Ray Belair CITY OF SOUTH BURLINGTON DEPARTMENTOF PLANNING & ZONING 575 DORSET STREET SOUTH BIIRLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 January 18, 2007 Thomas W. Crapo Vice President of Operations Vermont Federal Credit Union PO Box 407 Burlington, VT 05402-0407 Re: Release of Irrevocable Standby Letter of Credit #DEM0002 Dear Mr. Crapo: Please be advised that since you have removed the old office building at 80 Midas Drive, there is no longer any need for the above referenced Letter of Credit. Therefore, the City releases Vermont Federal Credit Union from maintaining the above referenced Letter of Credit. Sincer y R y o d J. Belair Administrative Officer r ho .. vtktol�t FEDERAL CREDJT UN31O2006 une 1 City of South Burlington Attn: Ray Belair 575 Dorset Street South Burlington, VT 05403 Re: Irrevocable Standby Letter of Credit # DEM0002 80 Midas Drive, LLC / Vermont Federal Credit Union 80 Midas Drive South Burlington, VT 05403 Dear Mr. Belair: We hereby establish our Irrevocable Standby Letter of Credit # DEM0002 in favor of the City of South Burlington for the account of 80 Midas Drive, LLC/Vermont Federal Credit Union up to an aggregate amount of $25,000.00 available by your draft or drafts on us at sight accompanied by: 1. the original Letter of Credit and all amendments, if any; 2. a written statement signed by an authorized offer of the City of South Burlington that these funds are due you under the terms of your agreement with 80 Midas Drive, LLC/Vermont Federal Credit Union as such agreement deals with the demolition of the existing building at 80 Midas Drive; and 3. a current secretary certificate or resolution from that officer as authorized to sign on behalf of the City of South Burlington. If your demand represents a partial drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If, however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. All drafts must be marked under Letter of Credit # DEM0002. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before June 13, 2008. Except so far as otherwise expressly stated, this credit is subject to the "International Standby Practices ISP 98 (1998 Revision), International Chamber of Commerce Publication #590". truly yours, Thomas W. Crapo Vice President of Operations • 84 Pine Street (100 Financial Plaza) • Post Office Box 407 • Burlington, Vermont 05402-0407 • Telephone (802) 658-0225 • (888) 252-0202 • Fax (802) 658-9628 • Email vtfcu@vtfcu.org S =TE PLAN t#n-rWER OF CREDZT AGk2EEMEN'C Y'A t lJ p,s t� a J L L-L C THIS AGREEMENT,' exe�ted in triplicate between 1%�C-�n QLjT- FV �MA-c_ � y `, of ` 4� -k"6 -� hereinafter ferred to as "DEVELOPER", r U-qz (a,�-P ti r Jn.o,3 of hereinafter referred to as ""Bank", and «y o� Sort E+ 3J2�.Nc� es�1 hereinafter referred to as "MUNICIPALITY". W I T N E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of property located at 8d ".r�ts , as depecited on a site plan entitled 0F S-jevL,tdated t'440-Ct+ u{ 2 , and . prepaied by L \ \) � � L c r+ r.1 G- A--scs_ � ?mom 'QN WHEREAS, DEVELOPER is required by said approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as not forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; NOW, THEREFORE, the parties hereby covenant and agree as follows: I. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications not forth in said site plan and related documents: 'C.i\AU L\ S E4 i N C .--0,1 0 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than 3. DEVELOPER shall replace or repair any defective or improper work or materials which may be recognized within one year after completion of the Improvements set forth in Paragraph 1. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued Written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder not forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. 5. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the Improvements identified in Paragraph 1. Payment of each draft will be made at sight when presented to the BANK by the KUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three (3) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify SANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sues Of ---rw€,%J-, kA ($ 2-5, 00C, - �'O ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual coats exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 8. The MUNICIPALITY shall not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any Such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVBIAPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. Upon request of DEVELOPER, but only at the - sole discretion of the MUNICIPALITY, the MUNICIPALITY may agree to reduce the amount of said Letter of Credit required hereunder if the MUNICIPALITY believes that the full amount of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of the Letter of Credit. 13. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 14. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANK of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 3 Dated at '�-'v2�,i�� , Vermont, this day of _1: ;.IS l 2- 20 L ( IN THE.PRESENCE OF: Duly Authorized Agent (DEVELOPER) Dated,Vermont, this day of L=J 1 -Z _ , 20 C 1, IN THE PRESENCE OF. f By: Duly Authorized Agent (BANK) Dated aszlf_�� , Vermont, this day of , 20_. BY: �^ , Duly Authorid Agent (MUNICIPALITY) .. VtMX)TVT FEDERAL CREDIT UNION June 13, 2006 City of South Burlington Attn: Ray Belair 575 Dorset Street South Burlington, VT 05403 Re: Irrevocable Standby Letter of Credit # LNDSCP001 80 Midas Drive, LLC / Vermont Federal Credit Union 80 Midas Drive South Burlington, VT 05403 Dear Mr. Belair: We hereby establish our Irrevocable Standby Letter of Credit # LNDSCP001 in favor of the City of South Burlington for the account of 80 Midas Drive, LLC/Vermont Federal Credit Union, up to an aggregate amount of $22,500.00 available by your draft or drafts on us at sight accompanied by: 1. the original Letter of Credit and all amendments, if any; 2. a written statement signed by an authorized offer of the City of South Burlington that these funds are due you under the terms of your agreement with 80 Midas Drive, LLC/Vermont Federal Credit Union as such agreement deals with the landscaping for the new building at 80 Midas Drive; and 3. a current secretary certificate or resolution from that officer as authorized to sign on behalf of the City of South Burlington. If your demand represents a partial drawing hereunder, we will endorse the original credit and return same to you for possible future claims. If, however, your demand represents a full drawing, or if such drawing is presented on the day of the relevant expiration date hereof, we will hold the original for our files and remove same from circulation. All drafts must be marked under Letter of Credit # LNDSCP001. We engage with you that all drafts drawn under and in compliance with the terms and conditions of this credit will be duly honored on delivery of documents as specified if presented at this office on or before June 13, 2009. Except so far as otherwise expressly stated, this credit is subject to the "International Standby Practices ISP 98 (1998 Revision), International Chamber of Commerce Publication #590". Ver ly yours, Thomas W. Crapo J Vice President of Operations • 84 Pine Street (100 Financial Plaza) • Post Office Box 407 • Burlington, Vermont 05402-0407 • Telephone (802) 658-0225 • (888) 252-0202 • Fax (802) 658-9628 • Email vtfcu@vtfcu.org SG = TE PLAN LETTER O F C RE I? z T AGREEMENT ►� �YJ Ar.J� L-L c fl THIS AGREEMENT,' exe ted in triplicate between VE4ZMchT,- �1.�0T1 , ofhereinafter ferr to as "DEVELOPER", Ca,�P•T-Jn.0-3 •f hereinafter referred to an ""Bank", and kr�► o So,�n� �2`.Nc�-c��1 hereinafter referred to as "MUNICIPALITY". W I T H E S S E T H: WHEREAS, Developer has received site plan approval from the MUNICIPALITY'S Planning Commission for the development of property located at Sc� k0,ts , ��� �,ir� ���� , �I ; , an depecited on a site plan t-W,C 4 ay, entitled " LAT F S,irzv� ��� ", dated £J 2� , and prepared by o ;-,•, ���,.. .� o�T /�� C\�) �rr/Jir T WHEREAS, DEVELOPER is required by Bald approval, at its own expense, to complete the construction of the development site in accordance with the plan approved by the Planning Commission; and WHEREAS, the parties to this Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth above; and WHEREAS, the BANK executes this Agreement solely in the capacity of issuer of a Letter of Credit hereinafter specified; WW, THEREFORE, the parties hereby covenant and agree as follows: I. DEVELOPER will, at its own expense, complete the following construction as depicted and in accordance with the specifications net forth in said site plan and related documents: 2. The Developer shall complete the improvements set forth in Paragraph 1 no later than `Yv L- � t 51 2- 7 3. DEVELOPER shall replace or repair any defective or Improper work or materials which may be recognized within one year after completion of the improvements set forth in Paragraph I. For the purpose of this Agreement "completion" shall be deemed to have occurred when the MUNICIPALITY has inspected and approved the construction of all the improvements required by this Agreement and issued written notice to the DEVELOPER that the construction is complete. 4. For the guarantee of DEVELOPER's performance of all requirements hereunder sot forth, DEVELOPER has caused the BANK to issue its Irrevocable Letter of Credit in favor of the MUNICIPALITY, the original of which is attached to the MUNICIPALITY's copy of this Agreement, and a copy of which is attached to the DEVELOPER's copy of this Agreement. During the term of this Agreement, DEVELOPER shall cause the attached Letter of Credit to be renewed at least thirty (30) days before the maturity date thereof. Failure of DEVELOPER to deliver evidence of such renewal to MUNICIPALITY thirty (30) days prior to the date of expiration of said Letter of Credit shall constitute a default of the terms of this Agreement. S. Said Irrevocable Letter of Credit provides that the drafts drawn under said credit, must be accompanied by a written statement signed by a duly authorized agent of the MUNICIPALITY, that in the judgement of the MUNICIPALITY, the DEVELOPER is in default under the terms of this Agreement, and that the funds to be drawn by the draft are in payment for, or in anticipation of payment for materials, labor and services required for completion of the improvements identified in Paragraph 1. Payment of each draft will be made at eight when presented to the BANK by the MUNICIPALITY, the payment limited only by the aggregate amounts presented in relationship to the maximum amount of the Letter of Credit. If DEVELOPER shall be in default of the Agreement for seven (7) days because of its failure to provide evidence of renewal of the Letter of Credit, required in paragraph 4 above, the MUNICIPALITY shall notify DEVELOPER by certified mail of said default. DEVELOPER shall then within three ( 3 ) business days provide MUNICIPALITY with evidence of said renewal of Letter of Credit or MUNICIPALITY may notify BANK of such default and request payment under said Letter of Credit. 6. The DEVELOPER and MUNICIPALITY hereby agree that the sum of � k u, rY-T%a -i 14,04Wj F,\/ N-VZZ,Sc)t>.0o ) shall be sufficient to secure DEVELOPER's obligations under this Agreement but shall not relieve DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. 7. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of any draft it submits to the BANK. The consent of the DEVELOPER to payment of said draft by BANK to the MUNICIPALITY under said Letter of Credit shall not be required. 2 8. The MUNICIPALITY shall, not file with the BANK a Statement of Default until ten (10) days after notice has been sent to the DEVELOPER, by certified mail, setting forth its intention to do so. 9. All funds drawn on the BANK by the MUNICIPALITY pursuant to the Letter of Credit shall be used solely by the MUNICIPALITY for the purpose of completing construction of the improvements identified in Paragraph 1. Any work contracted for by the MUNICIPALITY pursuant hereto shall be let on a contractual basis, or on a time and material basis, or shall be performed by the MUNICIPALITY's own work force and equipment, or shall be accomplished in such other manner as in the judgement of the MUNICIPALITY shall accomplish the work more expeditiously and economically. 10. If payments are drawn on the BANK by the MUNICIPALITY pursuant to said Letter of Credit, and it shall later develop that a portion of the monies drawn are in excess of the MUNICIPALITY'S needs, any such excess amount shall be refunded by the MUNICIPALITY to the BANK, to be credited by said BANK to the DEVELOPER. 11. This Agreement and said Letter of Credit shall terminate and shall be of no force and effect upon completion of the one year warranty period as described in the above Paragraph 3. If the MUNICIPALITY has not delivered any written notice to the DEVELOPER of any defective or improper work or materials in the construction of the improvements within the twelve (12) month period, or if notice has been given and the defective work or materials have been corrected by the DEVELOPER, the MUNICIPALITY shall forthwith notify the BANK in writing that the Letter of Credit may be canceled, and shall return the original Letter of Credit to the BANK, and both the DEVELOPER and the BANK shall be released from all obligations hereunder and under said Letter of Credit. 12. Upon request of DEVELOPER, but only at the - sole discretion of the MUNICIPALITY, the MUNICIPALITY way agree to reduce the amount of said Letter of Credit required hereunder if the MUNICIPALITY believes that the full amount of said Letter of Credit is no longer necessary to protect its interest, and shall notify the BANK in writing of such reduction in the amount of the Letter of Credit. 13. The BANK may not modify the Letter of Credit without first receiving written consent of the MUNICIPALITY. 14. DEVELOPER hereby agrees to indemnify and hold BANK harmless from all claims, causes of action or liability of any kind arising out of this Agreement or the issuance by BANAL of this Letter of Credit, including attorney's fees, as long as BANK follows the terms and conditions outlined in said Letter of Credit. 3 Datedat �' ^� t j� , Vermont, this day of i , 20 (, IN THE PRESENCE OF: Duly Authorized Agent (DEVELOPER) Dated atJ2� i���l , Vermont, this day of '��'`J Z. . 20 U 4, I� N THE PRESENCE OF: i By \ Duly Authorized Agent (BANK) Dated at Vermont, , Vermont, this day of ILL , 20 M / . Duly !. Agent SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 December 6, 2006 Tom Crapo P.O. Box 407 Burlington, VT 05402-0407 Re: DRB Minutes Dear Mr. Crapo: For your records, enclosed is a copy of the approved minutes from the November 21, 2006 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, 1 �C� Betsy McDonough Planning & Zoning Assistant Encl. H , das DEVELOPMENT REVIEW BOAR:, ) 21 NOVEMBER 2006 Mr. Peabody said they now have a buffer between their homes and the commercial area. That will be removed, and they will then be exposed to noise, light, etc., from the commercial area. He said that replacing large trees with 4-trees doesn't make any sense. Mr. Birmingham asked why a 30-foot setback isn't required. Mr. Belair explained the logic from a "blank slate" point of view. He noted that with 30-foot setbacks, they couldn't put this many units on the site. He said that this is infill, and staff supports infill. Mr. Dinklage cited the inherent "unfairness" and "unintended consequences." Mr. Plumeau asked if there is a possibility of creating a differently configured unit which would require less of a waiver. Ms. Quimby suggested the possibility of a solid fence so neighbors aren't seeing as much. She felt there didn't seem to be a lot of landscaping and screening. Ms. Farrington asked what the regulations call for R-4 zoning and then allow all the units to be in one small area. Ms. LaRose explained that clustering is preferred to leave more open space. Mr. Birmingham felt there was no reason to treat the 2 sets of backyards differently, one set getting 30-foot setbacks and the other only 10-foot setbacks. He said he understood the theory, but in this case he felt it didn't work. After polling the Board, Mr. Dinklage advised the applicant that there were not enough votes to approve the current configuration. He suggested they look at providing a 30-foot setback on the eastern side. This might involve a different configuration. He also wanted to protect the old growth trees. The applicant asked for a continuance to rework the plan. Ms. Quimby moved to continue Preliminary Plat Application #SD-06-97 of Nate Hayward until 19 December 2006. Mr. Farley seconded. Motion passed unanimously. 3. Miscellaneous application #MS-06-11 of Michael Sirotkin for a 504 sq. ft. footprint expansion to a single family dwelling, 80 Bartlett Bay Road: Mr. Sirotkin said they want to expand the property to accommodate a kitchen and porch. Mr. Belair said staff has no issued. The plans will have to be revised to include the Stormwater Superintendent's comments. 4. Public Hearing: Final Plat Application #SD-06-93 of Eighty Midas Drive, LLC, for reapproval of a planned unit development consisting of. 1) razing a 2526 sq. ft. general office building, and 2) constructing a 3-story, 8480 sq. ft. general office building including a drive-in bank, 80 Midas Drive: i AEVELOPMENT REVIEW BOARk- 21 NOVEMBER 2006 Mr. Vock explained that because of lack of internal communication, the plat was not recorded on time. They are asking for reapproval of the exact same plan. Mr. Belair said staff had no issues. Ms. Quimby moved to approve Final Plat Application #SD-06-93 of Eighty Midas Drive, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 5. Continued Miscellaneous Application #MS-06-10 of Eighty Midas Drive, LLC, to amend a previously approved plan for an 8,480 sq. ft. general office building including a drive-in bank. The amendment consists of eliminating the screened "fence" on the building's roof, 80 Midas Drive: Mr. Crapo showed members pictures of the building indicating the location of the fence in question. He said that 3-foot screening was required around the building to hide 3 HVAC units. He felt that more of the screening would be visible than the units themselves. He didn't feel that what you would see of the units would be cause for aesthetic concern since you have to be pretty far back before you see them. Mr. Behr said he drove by the site this morning and could seen the HVAC units. He felt the screening was an architectural feature and should remain. He said he wouldn't support the request, particularly since it is not yet known what will be built in the City Center. Other members agreed. Mr. Crapo said if the screening is required, they will switch to a color to blend in with the building. Ms. Quimby moved to approve Miscellaneous Application #MS-06-10 of Eighty Midas Drive, LLC, subject to the stipulations in the draft motion. Mr. Farley seconded. The vote on the motion was 0-7, and the Application was denied. 6. Preliminary Plat Application #SD-06-95 of Patrick Malone for a planned unit development consisting of. 1) converting an existing 18,327 sq. ft. building from auto sales & service to retail food establishment use, 2) constructing a 15,006 sq. ft. gfa addition for retail food establishment use & 1100 sq. ft. of short-order restaurant use, 222 Dorset St: Mr. DeWolfe said they have a problem with having to address 2012 future traffic conditions. He said the first phase of the City Center includes a lot of development, and this will involve a lot of study. Mr. Dinklage said the city's concern is whether this proposed intersection is adequate to handle 2012 proposed traffic. Mr. Hewitt then gave the Board new responses to the traffic consultant's comments. Mr. Belair noted that the category chosen by the applicant's traffic person was not correct, -5- Civil Engineering 928 Falls Road P.O. Box 485 Shelburne, VT 05482 Associates, Inc. Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: cea@together.net LETTER OF TRANSMITTAL Date: Z7 • L-:>(�=' To �z C'11A From: 3"\0 e-4-1 ect: Description r� C C1- / Message: Copies: No Text Ty CITY OF SOUTH BURLINGTON DEPARTMENT ON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 16, 2006 Tom Crapo PO Box 407 Burlington, VT 05402-0407 Re: #SD-06-93 & #MS-06-10, Eight Midas Drive, LLC Dear Mr. Crapo: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, November 21, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, C Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 31, 2006 Eighty Midas Drive, LLC 80 Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to reserve our right to a local development a p y 9 appeal a p approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions. Sincerely, Betsy M&onough Planning & Zoning Assistant Encl. cc: Tom Crapo CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 31, 2006 Antonio B. Pomerleau, LLC 69 College Street Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy M nough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 31, 2006 David Young South Burlington School District 550 Dorset Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, rC Betsy Mc onough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 2, 2006 Tom Crapo P.O. Box 407 Burlington, VT 05402-0407 Re: 80 Midas Drive Dear Mr. Crapo: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, November 7, 2006 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, <�B&Lj WD,D�� Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPAKI'MENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 MEMORANDUM TO: Development Review Board FR: Betsy McDonough, Planning & Zoning Assistan DATE: November 2, 2006 RE: Agenda #4 Eighty Midas Drive, LLC This must be continued to the November 21, 2006 meeting at which time the building will be re -approved after which the Board can consider this application. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 23, 2006 80 Midas Drive, LLC 80 Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a draft agenda for the November 7, 2006 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public meeting is being held regarding the proposed development. Under Title 24, Section 4471 of State law, pa regulatory proceeding is required in order tc local development approval to the Vermont-,.E specifies that "Participation in a local regulat offering, through oral or written testimon, the subject of the proceeding." If you would like to know m call this office at 846-4106,, scheduled public meeting: Sincerely Betsy McDonough Planning & Zoning Assistant Encl. cc: Tom Crapo ipai ion in a municipal ser4 your right to appeal a -onmental Court. State law proceeding shall consist of tement of concern related to about the proposed development, you may ,by dring regular office hours, or attend the CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 23, 2006 Tom Crapo 84 Pine Street PO Box 407 Burlington, VT 05402 Dear Property Owner: Enclosed is a draft agenda for the November 7, 2006 Development Review Board Meeting. It includes an application for development on your property. This is being sent to you and the abutting property- owners to make aware that a public meeting is being held regarding th, roposed development. Under Title 24, Section 4471 of State law, y_p�articipation'in a municipal regulatory proceeding is required in ordee 6"'preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that `Participation in a local t`eg4latory proceeding shall consist of offering, through oral or written testimony; a statement of concern related to the subject of the proceeding " If you would like to know morelc call this office at 846-4106, step scheduled public meeting Sincerely, �34 Betsy McDonough Planning & Zoning Assistant Encl. cc: Tom Crapo out' "the proposed development, you may y-during regular office hours, or attend the CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 23, 2006 60 Midas Realty, LLC 60 Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the: Friday before the meeting) for the November 7, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to` preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding:" If you would like to know more about the proposed development, you may call this office at 846-41061, stop by during regular office hours, or attend the scheduled public meeting` Sincerely, I- P, 6f* C Betsy M Donough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 23, 2006 Antonio B. Pomerleau 69 College Street Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the,Friday before the meeting) for the November 7, 2006 Development Review `N?ard meeting. It includes a proposal that abuts your property., Under Title 24, Section 4471 of State law; participati6n in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Verm,Gnt, Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of. offering, through oral or written testimony, a statement of concern related to the subject of the proceeding " ... If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4106 October 23, 2006 David Young South Burlington School District 550 Dorset Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of the draft agenda (please check our website www.sburl.com for the official agenda, posted the Friday before the meeting) for the November 7, 2006 Development Review Board meeting. It includes a proposal that abuts your property. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Verrnont``Lrvironmental Court. State law specifies that 'Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding " If you would like to know more about the proposed development, you may call this office at 846-4106;; stop by during regular office hours, or attend the scheduled public meeting. Sincerely, Betsy M Donough Planning & Zoning Assistant Encl. PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, November 21, 2006 at 7:30 P.M. to consider the following: 1. Preliminary plat application #SD-06-91 & final plat application #SD-06-92 of Rye Associates for a two (2) lot subdivision consisting mRn, of lot #1 (7.86 acres) and lot #2 (18.01 acres), 1061 & 1075 Hines- burg Rd. 2. Final plat application #SD-06- 93 of Eighty Midas Drive, LLC for re -approval of a planned unit de- velopment consisting of: 1) razing a 2526 sq. ft. general office build- ing, and 2) constructing a 3-story, 8,480 sq. ft. general office build- ing, including a drive-in bank, 80 Midas Dr. 3. Preliminary plat application #SD-06-95 of Patrick Malone for a planned unit development consist- ing of: 1) converting an existing 14,327 sq. ft, building from auto sales & service to retail food es- tablishment, 2) constructing a 15,006 gfa addition for retail food establishment use & 1100 sq. ft. of short order restaurant use, 222 Dorset Street. 4. Preliminary plat application #SD-06-97 of Nate Hayward for a.. planned unit development con- sisting of eight (8) two (2) family dwellings (16 units), 61 IDX Dr. John Dinklage, Chairman South Burlington Development Re- view Board Copies of the applications are available for public inspection at the South Burlington City Halt. November 1, 2006 ' PUBLIC RARING South Burlington Planning Commission PLEASE TAKE NOTICE that the South Burlington Planning Commission will hold a public hearing on Tues- day, November 2ut at 7:30 PM in the City Hall Conference Room, 575 Dorset Street, South Burlington, VT to consider the following amend- ments to the South Burlington of- ficial Zoning Map and Land Devel- opment Regulations: 1. Miscellaneous Changes to Defi- nitions 2.. Add provision for "processing and storage" with associated con- ditional use standards. S. Amendments to District Bound- aries and Interpretation 4. Change planned right-of-way of Williston Road west of Hinesburg Road 5. Exempt ramps for the disabled from lot coverage calculations 6. Clarify and update provisions for accessory uses in the IC and IO districts 7. Allow multi -family dwellings of up to 12 units with Design Review Committee approval in the SEQ-NR, SEQ-VC and SEQ-VR sub -districts 8. Clarify role of Natural Resource Committee review of wetland, buf- fer and stormwater issues 9. Eliminate Spear Street -Allen Road View Protection Zone 10. Assorted amendments to Site Plan and PUD administrative pro- 15. Amend Official Zoning Map to rezone Tilley'parcel from RI-PRD to IO 16. Amend Official Zoning Map to rezone #50 Hickory from R4 to CD- 3 17. Amend Official Zoning Map to rezone Meadowlands Lot from SEQ to IO Copies of the proposed text and map amendments are available for inspection at the Department of Planning & Zoning, City Hall, 2nd Floor, 575 Dorset Street, South Burlington, between 8:00 AM and 4:30 PM Monday through Friday. November 2, 2006 Randall Kay, Chairman STATE OF VERMONT CHITTENDEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. S0987-06 CnC Universal Mortgage Corporation, Plaintiff V. Sean Benway, June Benway And Occupants residing at 178 Sandhill Road, Essex Junction, Vermont, Defendants SUMMONS & ORDER FOR PUBLI- CATION TO THE ABOVE NAMED DEFENDANT: Sean Benway You are hereby summoned and required to serve upon Joshua B. Lobe, Esq., plaintiffs attorney, whose address is P.O. Box 4493, 35 King Street, Burlington, Vermont 05406, an Answer to plaintiffs Complaint in the above entitled action within forty-one (41) days after the date of the first pubti- cation of this Summons, which is November 1, 2006. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court.. Unless otherwise provided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim In any other action. YOUR AN- SWER MUST STATE SUCH A COUN- TERCLAIM -WHETHER OR NOT THE RELIEF DEMANDED IN THE COM- PLAINT IS FOR DAMAGE COVERED BY A LIABILITY INSURANCE POL- ICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Coun- terclaim against the plaintiff, you may wish to consult an attorney. If SEVEN DAYS I novembE Show and tell. Open 24/7/365. View and post up to Post & browse ads 6 photos per ad online. 40at your convenience. Plaintiffs action is a Complaint in Foreclosure which alleges that you have breached the terms of a Promissory Note and Mortgage Deed dated November 21, 2002. Plaintiffs action may effect your interest in the property described in the Land Records of the Town of Essex at Volume 513, Page 51. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court forthe County of Chittenden, State of Vermont. It appearing from Affidavit duly filed in the above entitled ac- tion that service cannot be made with due diligence by any of the methods prescribed in V.R.C.P. 4(d) through (f) inclusive, it is hereby ORDERED that service of the above process shall be.made upon defen- dant, Sean Benway, by publication pursuant to V.R.C.P. 4(g). This Order shall be published once a week for three consecutive weeks on November 1, 2006, November 8, 2006 and November 15, 2006 in the Seven Days. A copy of this Order shalt be mailed to defendants at their address if their address is known. Dated at Burlington, Vermont this 16th day of October, 2006. _./s/ Matthew I. Katz_ Hon. Matthew I. Katz Presiding Judge Chittenden Superior Court. PUBLIC MEETING Discussion on Entertainment Noise Pilot Program, Thursday, Novem- ber 9, 2006, 6:00 p.m.-7:30 p.m., Community Room, Fletcher Free Library. DON'T SEE A SUPPORT group here that meets your needs? Call Vermont 2-1-1, a program of United Way of Vermont. UAfki' . 1/--+ rlial 9-1-1 ... www.sevendaym.con SEPARATED BY ADOPTION?: Concerned United Birthparents, Inc. (CUB) announces total peer support group meeting in Burlington. CUB meetings offer a safe, confidential, and nurturing environment to explore personal experiences related to adop- tion, relinquishment, search and reunion (or rejection). For those of us who have felt isolated, it is a tremendous relief to communicate with others who understand our experience. 3rd Tuesday of the month 6-7 PM. Unitarian Universalist Church on Pearl St., top of Church St., Burlington. Free. Contact Judy, region 1dir@cubi rth parents. org, 800-822-2777 ext. 1, www. CUBirth parents.org. 60+ SUPPORT GROUP: Small, ongoing, weekly support group to share stories about growing older. For men and women 60 and over. We have fun! Tuesdays, 4-5:30 P.M. Contact Barbara Kester at 657-3668. RAINWATER CENTER FOR HIGHER AWARENESS: At the Euro Cafe; Main St. Burling- ton, for inspirational movies, discussions and meditations on the spiritual path however one defines it and speakers including various healing practices to life coaching to spiritual Leaders. Develop a deeper connection to your inner spiritual and personal growth. Join us every other Tuesday, 7 p.m: for these free events, Call Alex at 802-233- 0046, aL,@.in,aterr.nter.com or visit website www.rainwater center.com. LA LECHE LEAGUE: We are a breastfeeding support group, we hold free, monthly meet- ings.with a warm.and respectful atmosphere; babies and older siblings are always welcome. Come whether you are pregnant or adopting and want to learn about the process; you are ex- periencing challenges or you are having a great time and would Like to meet other nursing moth- ers. Call for more information or for breastfeeding help, Laura 985-8228. Check our website for more information www.[[Li.org. SUPPORT GROUP FOR BOTH CHILDHOOD AND ADULT SURVIVORS OF SEXUAL ASSAULT. Free, confidential. Beginning October 10. CaLI 864-0555. MEN'S GROUP FORMING: B on the work of David Deida Energetics, and other aware ness practices. The intentio the group is to serve memb into being the most exttaol dinary men that they can b It is for men who are who ¢ dying to penetrate every bi the world with their courag their presence, their unbrid passion and relentless love, their deepest burning, bubi brilliant desire. The group v function as a means for me support each other and sen the greater good. We will It. working with spiritual prad the mind and body, and tale on our lives with the utmo�. integrity, impeccability and openness. The group is not new age group, nor is it a c dedicated to therapy. Info, zach@handelgroup.com or 917-887-1276. SMART RECOVERY a cognit behavioral "recovery" prog directed at various forms of "addiction" which may be e behavioral or substance ba< Meeting on WEDNESDAY, 61 82 South Winooski Avenue (above the City Market), Bu ton, Vt. For information cal at 425-4058 or email BobG msn.com. Survivors of Suicide (SOS Have you experienced the impact of a loved one's suit Please consider joining us. Burlington support group n on the 2nd Wednesday of e: month, 6:30 — 7:30 p.m. at Unitarian Universalist Chun 152 Pearl St. Burlington. TF meeting will be in the Susa Anthony Room, which is on second floor at the back en of the building. This is not therapy group; this is a sui group. There is no fee. Please. contact Cory Goud, t Psychologist -Master, 802-2; 4111. GIRL'S NIGHT OUT: Fun sur group for single women, di: signs, weekly activities (col dancing, rock climbing...), childcare solutions. A great alternative to dating! Email ho rizons4u@ hotmail, com. DEBTORS ANON: 12-step recovery group. Do you hav problem with money and de We can help. Mondays, 7-8 First Methodist Church. Con Brenda, 338-1170 or Cameo IFI_V/7 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 22, 2006 Tom Crapo NEFCU PO Box 407 Burlington, VT 05402-0407 Re: Final Plat Application #SD-06-93 and Miscellaneous Application #MS-06- 10 Dear Mr. Crapo: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on November 21, 2006 (effective 11/21/06). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be submitted & recorded by May 20, 2007- of this approval or this approval is null and void. Also enclosed is the Findings of Fact and decision rendered for Miscellaneous Application #MS-06-10. If you have any questions, please contact me. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 3110 0004 4484 7538 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 To: South Burlington Development Review Board From: Cathyann LaRose, Associate Planner t ,, Date: November 14, 2006 Re: #MS-06-10, Eighty Midas Drive, LLC Agenda #6 Continued miscellaneous application #MS-06-10 of Eighty Midas Drive, LLC to amend a previously approved plan for an 8,480 sq. ft. general office building including a drive-in bank. The amendment consists of eliminating the screened "fence" on the building's roof, 80 Midas Drive. The applicant originally proposed a screened fence on the rooftop to shield the rooftop equipment. The Development Review Board approved the elevations with this rooftop screening The applicant has since built the new building and is now seeking to eliminate the fencing. Staff has visited the site to view the building without the screening. Although the applicant states that the new HVAC units are smaller than originally planned, staff found that they were highly visible from the heavily traveled Williston Road and from the neighboring shopping center. Agenda #6 The applicant has submitted a sketch which shows the area within which a person can or cannot see the rooftop equipment. Staff finds the sketch to be truthful in accordance with their site visit. However, as staff has already noted, the rooftop equipment is still visible from Williston Road and the neighboring shopping center, both existing public rights -of -way. Furthermore, the rooftop equipment will be visible from the planned city street which is proposed to enter the future city center area. Staff, the Board, and the applicant discussed the importance of this planned street at the original hearings on this application. This planned city street is intended to be one of the gateways to the new city center area. The building has been designed to present a four-sided view for this purpose. Eliminating the screening and allowing the view of the aesthetically displeasing rooftop equipment defeats this goal. Staff respectfully recommends that the applicant implement the originally planned screening and that the Board deny Miscellaneous Application #SD-06-93. Ui R. > cNi co UJ C= 5 CD UJ 0CU �al '+ i► 4-1 1 I r17 .........\ 4 rA" AIF tI.- JW­ , W, 'I _ 0 w 1 1 I I I I I 1 I I 1 I 1 I 1 1 I 1 I I 1 1 ► / U LLI / o LL- ► / 1 / °o 1 / � 1 / 1 / I / I / 1 / I / I / I / I / I / 1 / 1 / 1 / 1 / 1 / 1 / 1 / I / 1 / I / 1 / 1 / 1 / I / 1 / I / 1 / I / 1 / 1 / 1 / 1 / 1� 1/ 1/ 1/ I/ z_ O n W_ i 0 CD W i O m Q Lf� L R/ Q 0 0 W 0) ca WN m ® p U C/) W v o Ownership of Instruments of Service All r.p.t.drawings,p..ifi..i—, computer, files, field data, notes and oIM, doc —t.aM in.W—prepared by the Consultant as instrument. of sery a shall remain the property of the Consultant. The ConeultaN shall retaln e11 common laws Mory and other reserved dgl.. InclWiM the capyrgN ll—e . �21 0Third Floor-- 05econd Floor First,Fl000�r - Exi5ting Grade "Cleo. 6 16. /_5' — OOUTH ELEVATION 1/a• - 1-0- Ming Grade -- -- NORTH ELEVATION 1/a- . T-0 Grade WE,OT ELEVATION 1/e' . V-o• L Fxi5ting Grade EAST ELEVATION 1/8- - 1'-0. RECEIVED MAR 212 city of So_ ElurfinCtc; CITY OF SOUTH BURLINGTON Agenda #5 DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 To: South Burlington Development Review Board From: Cathyann LaRose, Associate Planner 4; Date: November 14, 2006 Re: #SD-06-93, Eighty Midas Drive, LLC Final plat application #SD-06-93 of Eighty Midas Drive, LLC for re -approval of a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) constructing a 3-story, 8,480 sq. ft. general office building, including a drive-in bank, 80 Midas Drive. This application is for a simple re -approval of the above -referenced PUD which was originally approved by the Development Review Board on April 19, 2006. The applicant failed to record the mylar in the statutory limitation and therefore re -approval is necessary. No substantial changes to the regulations or to the site have occurred which would result in any changes to staff comments on the original approval. All original conditions of approval shall be met. A copy of the original Findings of Fact is attached. Staff finds no issues with this re -approval and recommends that the Board approve Final Plat Application #SD-06-93. 1 OWNER OF RECORD. I Eighty Mides Drive, LLC. 80 Midas Drive South Burlington, VT I I / T i Brassard Automotive I I ! APPLICANT, '� j Services, Inc. •., EightyMldas Drive, LLC. m i•`'- 1 II 80 Midas Drive ' South Burlington, VT 1 / ZONING DISTRICT: COMMERCIAL 1-RESIDENTIAL 12 / \ V PUD DIMENSIONAL REQUIREMENTS: �i '-SSA �EX�q• I EX. Ski.41y,E Required Existing Proposed \ ` / Fx. SUH _Ss _ I Lot Size 40,000s.I. 23,739s.f. 23,739s.t I RIM-315.13 - C I11 INV. 4'S*-5M54 1� L INV-30909 In �I INV. 6*54311.55 Bldg. Coverage 40% 10.6% 12.7% O ` \. IN, � 3'152 lelfr - 1 Lot Coverage 70% 21.4% 67.8% 1 � ` RIM-�J13.45 INV.-310.04/ Front Yd Coverage 30% 11.4% 30.0% 11, I (Midas Drive)DO Front Yd Coverage 30% 57.0% 30.0% _ _ -UUQQ / oA (S.B. Easement) NERfFYc \\'/✓ I I I<Tl a I Front Yard 30' ST 30.0' 1 1 I WI GMP)I \ I r" /A I I I I Side Yard m is, 19.6 I I City of South BurAngtOn \` A M* E)C SIGN I" I 1 ABANDONSHRUBS Rear Yard 30' n/a n/a I I ` - � q � � I1• I I PROPOSED I 1 SKaN I 1 PROPOSED SITE LIGHT GF / \PROPOSED I / \YIKE RACK EW K I. I 1 1 SEE SHEETLI h SIDEWALK f v`.1 SAWCUT Ell PAVEMENT l �ATPROPERIYLNE- AND PAVEME EXIST. WA TE LINE I TO BE ABAN NEd' •' '` .I rvS1 AND CURB STORAGEX ! S ) REMOVED I I h I � < SIDEWALKTO I EXTEND ACROSS I i > (.. PAVED DRIVE (YP I I EX CB II N-3 INV 12*E-306.5 INV 2•E-3 06 I iNV 18'S-305.90 1 1 5 \ RAISE RIM 70 FIN" I I. .� >•�1' 1 Y', 1 11 81NSTALL SODD C(�VEIO EX C0 1 City of South Burl/ngton ~ \ 373.3 ! RIM- 13.01 INV is w-3'1.5: 6 90 [ 12" G-y1P- I I 1 1 l 3,5- ez r ea i -3T- I I Im 1 INV 3128 ROPOSED {� NAy 'PRESSE 1 I I9 I 316.3 �- P\ 5 J - / CUflB AT 16. BUILDING I ENTRANCE 1 I 1 i! 11 w / FFE 316.75 316.} � 6 D.I• !I I 1 G 5+ / / EX CB 1 \ 3 RIM-312.91 8WAPPWG I - INV 16'N.306.14 0 SLEEVE & VALVI 316.3 , ® / 1 _I INV i6'S-306.07 RAISE RIM TO 31 T I ( } I RNISFIO .- :. 316 315 'DO NOT SV?Pq A, SIGNS If I I 315 - 1 1 "SNOW , Ito ORAGE" l� / r/ / � I � 1 1 _ / City of South Burlington 1 / 1 N I I / / 1 / I 1 1 I NEW GAS I�LINVFOAS� m� /I T ` PflOPOSf9 DUMCSLTER OS B RE HIGH ST ENCLOSURE Kill HIGH STOCKADE FENCE / FOR SCREENING PURPOSES ON 6• THICK CONCR"EPAD / ,•� � / �,..7-ter elewearan A.B. Pomerleau EXIST, I K GRAPHIC SCALE a e ( n+ rear ) I Inch - 20 R NOTES: 1. Utilities shown do not purport to constitute or represent oil utilities located upon or adjacent to the surveyed premises. E.laling utility locations are approximate only. The Contractor shall field Verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated into the final design shall be removed or obmdoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain os-built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) os a direct or Indirect result of the construction. MI disturbed areas resulting from the Installation of tha water or sewer lines (on or off the site) shall be restored within 45 days of disturbance. 5. All grassed areas shall be maintained until full Vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. B. If the building is to be sprinklered, flow prevention shall be provided in accordance ra' •th Ordinance For The Contra Of Cross Connections Wth'n The Water Svstem Of The Cj(v O/ South Burlington. The Site Contractor shall construct the water line to two feet Q above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin on any Item until shop drawing approval is granted. 10. In addition to the requirements set in these plane and specification% the Contractor shall complete the work in accordance with all permit conditions and City of So. Burlington Public Works Standards. it. The tolerance for fish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12 Any dewalering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractors responsibility. 13. The Contractor shall coordinate oil work within Town Road R.O.W. with South Burlington Public Works Department. 14. The Contractor shall install the gas, electrical and telephone services In accordance with the utility companies requirements. A.B. Pomerleau 15. Existing pavement and tree stumps to be removed shall be disposed of at on approved off - site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for Verification before work continues on the item in question. RECEIVED MAR 2 12006 City of So' 13urlio9too LEGEND ®----136---- EXISTING CONTOUR -- PROPOSED CONTOUR PROPERTY LINE --SS GRAVITY SEWER MAIN --- -- W WATER MAIN ----- -- UE UNDERGROUND ELECTRIC ---- - UT UNDERGROUND TELEPHONE ST STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE 0 CLEANOUT C.O. ( HYDRANT ® SHUT-OFF ® CATCH BASIN LIGHT POLE SIGN EDGE OF WOODS/BRUSH •••-•••- DRAINAGE SWALE SITE ENGINEER: f E CIVIL ENGINEERING ASSOCIATES. INC, P.O. BOX 485 SHELBURNE, Vr 05482 BW-eB6-23P3 FAx BW-9a5-91r1 wnb� www.ceew.can corvwcsr DRAwN MJW G6AC1(YD SAV AP ..D SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP ,•. 1t100 DATA c1usl I R6vISIDN /n/66 IM, RAVIeAO Ail Pg. In, P GOIIIIAN79 1/16/06 9AV RAvail, souDW . PAAKIVG I/e/M 9Av Rk"08AD RUaDD1c, PARm4G 1/.5AM SAV Aimess BD RNG. PARIONG 114/06 s1V AN. sO0,Da1G. iru. PROPOSED SITE PLAN SEPT.,2005 1"=20' C1 PROD. NO. 05122 Permit Number SD- CITY OF SOUTH BUFLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Eighty Midas Drive, LLC Phone: 660-9393 Fax: 660-9396 80 Midas Drive, So. Burlington, VT 05403 Vol. 612, P. 516-518 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 605, P. 222-224 3) APPLICANT (Name, mailing address, phone and fax #) Same as above. 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Michael Johnson Phone_ 660-9393 Fax_ 660-9396 80 Midas Drive, So. Burlington, VT 05403 5) PROJECT STREET ADDRESS 80 Midas Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 045-4-038-000 7) DETAILED PROJECT DESCRIPTION a) Existing uses on Property (including description and size of each separate use) Existing uses include a bank and professional offices (floor area = 2,526 sf). b) Proposed uses on property (include description and size of each new use and existing uses to remain) 1st- Pl nnr - Rank - 2t1,50 cf 2nd Floor - General Office - 3,040 sf 3rd Floor - General Office - 2.890 SF c) Total building square footage on property (proposed buildings and existing buildings to remain) 8,480 sf d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 44' -6" - Three floors & screened mechanical area on roof. e) Number of residential units (if applicable, new units and existing units to remain) -- N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 24 Employees and 0 company vehicles. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) NIA h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? No - there are not anv wetlands. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? N/A c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 23,739 sf (acres /sq. ft.) b) Building Coverage: Existing 2,516 square feet 10.6 % Proposed 3,040 square feet 12.7 % c) Overall Coverage (building, parking, outside storage, etc): Existing 5,080 square feet 21.4 % Proposed 16,095 square feet 67.8 % d) Front Yard Coverage(s) (commercial projects only): Midas Dr'v�: S.B. Easement: �xisting 2,706 square feet 11 .4 Existing: 13, 531 sf or 57% Proposed 7,122 square feet 30 % Proposed: 7, 122 sf or 30% 10) AREA DISTURBED DURING CONSTRUCTION: 21,750 sq. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g_, setbacks, height, parking, etc.) that the applicant is seeking 12) COST ESTIMATES a) Building (including interior renovations) $ 11472,000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 22, 220 c) Other site improvements (please list with cost) Included within building cost. 13) ESTIMATED TRAFFIC (SEE ATi cnm TRAFFIC ANALYSIS) a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) c) P.M. Peak hour for entire property (In and out) 14) PEAK HOURS OF OPERATION 15) PEAK DAYS OF OPERATION 16) ESTIMATED PROJECT COMPLETION DATE Spring of 2007 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. SEE ATTTACHM LIST 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I 1" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNA APPLICANT 04NATURE (*-PROPERTY OWNER Do not write below this line DATE OF SUBMISSION: ` I I �OL* I have reviewed this preliminary plat application and find it to be: ff�Complete ❑ Inc Planning & Zoning or Designee Eighty Midas Drive, LLC List of Abutters July 8, 2005 Brassard Automotive Services, Inc. Attn: Mr. William Black 141 Pearl Street, No. 147 Essex Jct., Vermont 05452 City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Antonio Pomerleau c/o Chittenden Insurance Group 69 College Street P.O. Box 6 Burlington, Vermont 05401 C Mr. Ray Belair City of South Burlington 575 Dorset Street So. Burlington, VT 05403 Re: 80 Midas Drive Dear Ray: CIVIL EANGANIEURING AOSOZSOCIAQ`4050, INC,, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 October 30, 2006 Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Please find enclosed a Final Subdivision Plat Application and fee for the 80 Midas Drive PUD. There are no proposed changes from the original approval. If you should have any questions or need any further information, please let me know. Stephen A. Vock, P.E. SAV:pao Enclosures C Permit Number %-�- APPLICATION FOR THE DEVELOPMENT REVIEW BOARD All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the site plan will result in your application being rejected and a delay in the review before the Development Review Board. 1 understand the presentation procedures required by State Law (Section 4468 of the Planning & Development Act). Also that hearings are held twice a month . That a legal advertisement must appear a minimum of fifteen (15) days prior to the hearing. I agree to pay a hearing fee which is to off -set the cost of hearing. Type of application check one: ( ) Appeal from decision of Administrator Officer (includes appeals from Notice of Violation) ( ) Request for a conditional use ( ) Request for a variance ( VOTrer \) PROVISION OF ZONING ORDINANCE IN QUESTION (IF ANY) WHAT ACTION OF THE ADMINISTRATIVE OFFICER ARE YOU APPEALING? 1) OWNER OF RECORD (Name as shown on deed, mailink address, phone a d fax #) L-LC_ , 30 Mka� rt Ste. ,orl wc,:�� vI-; ,-yam 2) LOCATION OF LAST RECORDED DEED (Book and page M yob (,p to- e. SII ` ,5)b *3) APPLICANT (Name, mailing address, phone and fax #)�.� 4) CONTACT PERSON (Name, mailing address, phone and fax #) kv,til c c,) , CAAfo, &&Ir ,' 5) PROJECT STREET ADDRESS: 86 Nt k o 'k-S (LaV St-(o 6) TAX PARCEL ID # (can be obtained at Assessor's Office) I IL.S — OWU) 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) 19" 0 b).�r osed Uses on prop rt (include desc ' tion and size f each new se and existin uses to re ain) ✓ � -� � _ � c) Total building square footage on pr perty (proposed buildings and existing buildings to remain) • 3�10 J� . ��, d) Height of building & number of floors (proposed buildings and existing buildings to remain, s ecify if basement and mezzanine) L4,q ► Le '� , u ' CA -re- 5 CrW 1"`•`x Big ►nl,; et rro ed C t3 m 9 N jc,I,S Mc Ake _ w� MCNS ,ou CWI�_k v.,k J r^y ct bR kieve Le kip,-L l G1 co,J e) Number of residential units (if applicable, new units and existing units to remain) 014) 4e1$Vs 3 Sit v A. ts, f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): 1* 8) LOT COVERAGE a) Building: Existing -% Proposed % b) Overall (building, parking, outside storage, etc) Existing % Proposed % c) Front yard (along each street) Existing % Proposed % (does not apply to residential uses) E 9) COST ESTIMATES a) Building (including interior renovations): $ b) Landscaping: $ c) Other site improvements (please list with cost): 10) ESTIMATED TRAFFIC OWS tjl A- a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 14) LIST ABUTTERS ( List names and addresses of all abutting property owners on a separate sheet of paper). 3 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGNAT)6+RE-IDF APPLICANT ATURE OF PROMRTY OWNER Do not write below this line DATE OF SUBMISSION: Iv 4 N REVIEW AUTHORITY: R Development Review Board ❑ Director, Planning & Zoning I have reviewed this site plan application and find it to be: [� Complete /) ❑ Incomplete 0 Planning & Zoning or Designee 4 Date � -4—M — — — — ROOFEDGE PARAPET DIAGfZAM WITh 5' ABOVE 6KOUND VIEWPOINT RECEIVE® OCT 02 2L'S' City of So. Burlington Vermont Federal Credit Union South Burlington, Vermont wlemann•la eng` View Study Section 1176" = I'--0" 2I55w Rvkbkq a Sohn P/ C'olcMfm, k70J 4ir 1.N.6TJ.fJ]OF-Xe.`6JT.ETa•i......w�ww+4^w.�.� September 5, 2006 IMPACT & PERMIT FEES WORK SHEET Zoning Permit @ $5oo/SFD OR $35o/MF unit .10�5r Permit Recording Fee = $10.00 Sewer Impact Fee (#204) _ Bartlett Bay Plant: Airport Parkway Plant: —Ie� School Impact Fee (#222) 01�3 o � w bedrooms xM.p.d. x $4.60 Recreation Impact Fee (#220) Road Impact Fee (#221) (1/ ✓�' Fire Protection Fee (#203) Dorset Street Waterline Fee (#230) Sewer Inspection Fee = $25.00 Sewer Inspection Recording Fee = $1o.00 4t TOTAL 1qj Y61- Address: ( M4 l UAS X1 I U� Property Property Owner: l4 C- Impact Fee Calculation for New Non -Residential Construction A Project Name "v A l (4s ) B Effective Date C Type of use D Type of construction E Value of construction per square foot from Appendix 1 F Total square feet of new construction G Total value of new construction H Above in units of$1,000 I Existing land value J Above rn units of$I,000 60 6 � _ExF G/1000 o. /'/0�y�� 1y i `L!y�/ Grand list Y� � / - 7 I / 1000 K Total value of site and improvements after construction 757 �1 A pi 5 G + I L Above in units of$1,000 �% S • 8 K / 1000 ROAD IMPACT FEE M Base road impact fee per VTE N Estimated PM peak hour VTEs O Base road impact fee P Credit per $1,000 (Table RD-5) for past payments Q Credit for past payments R Credit per $1,000 (Table RD-6) for future payments S Credit for future payments T Total road impact fee FIRE PROTECTION FEE Estimated post construction value of structure and contents U in units of $1,000 V Base fire protection impact fee Credit per $1,000 of land value Q) for past tax payments W (Table FP4) $144.56 &,3. (9 / 0960 66 M x N J x P / 5. LxR I O-Q-S 9 30T H x 1.875 ���• r $0.87 x U From FP-4 X Total credit applicable to project for past tax payments (. & W x J Post -construction value of structure and land excluding ��� � Y contents G+I Z Abovein units of$1,000 Y / 1,000 Credit per $1,000 of post -construction value for future tax / AA pmts (Table FP-5) ' 0 S From FP-4,� AB Total credit applicable to project for future tax payments �% �. AA x Z AC Total fire protection impact fee V - X - AB TOTAL ROAD AND FIRE IMPACT FEE Calculation sheets.xls Sys, �� � �"3, i� A WWI CONSTRUCTION CORP 37 Talcott Road, PO Box 1558 Williston, VT 05495 Tel: 802-872-0505 Fax: 802-872-0707 Transmittal Cover Sheet Detailed, Grouped by Each Transmittal Number VTFCU- Midas Drive Project # 06-2823.02 DEW Construction Corporation Tel: Fax: Date: 6/8/2006 Reference Number: 012 Transmitted To Transmitted By > ,I( * ern , -r n NG-- Greg Leech City of South Burlington DEW Construction Corporation 575 Dorset Street 37 Talcott Road South Burlington, VT 05403 PO Box 1558 Tel: 846-4107 Williston, VT 05495 Fax: 846-4101 Tel: 872-0505 Fax: 872-0707 ❑ Acknowledgement Required Package Transmitted For Delivered Via Tracking Number Review, Approval Hand Delivered Item # Qty Item Reference Description Notes Status 001 1.00 Check VFCU Check Number: 9132 002 1.00 Documents City of South Burlington; Findings of Fact and Decision for Application #SD-06-14 003 1.00 Permit Zoning Permit Application Cc: Company Name Contact Name Copies Notes Vermont Federal Credit Union Tom Crapo 1 Remarks Please contact me with any questions / concerns. Thank you. 17 Signature Prolog Manager Printed on: 6/8/2006 PM6database Signed Date Page 1 DEVELOPMENT REVIEW BOARD 18 APRIL 2006 Ms. Quimby then moved to approve Site Plan Application #SP-06-18 of Harry Loso subject to the stipulations in the draft motion as amended above. Mr. Farley seconded. Motion passed unanimously. 8. Site Plan Application 9SP-06-17 of Ann Roche Casual Furniture, Inc., to amend a previously approved plan for an 8400 sq. ft. building used for auto service. The amendment consists of converting 4484 sq. ft. from auto service to retail use, 45 Green Mountain Drive: Mr. Roche said they are just changing the use of part of the building to retail. Mr. Belair said staff has no issues. Ms. Quimby moved to approve Site Plan Application #SP-06-17 of Ann Roche Casual Furniture subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. Public Hearing: Final Plat Application #SD-06-14 of Eighty Midas Drive, LLC, for a planned unit development consisting of. 1) razing a 2526 sq. ft. general office building, and 2) constructing an 8,480 sq. ft. general office building including a drive-in bank, 80 Midas Drive: Mr. Vock said lighting, landscaping, and circulation recommendations have been incorporated into the plan. The Fire Chief is OK with the circulation. Mr. Vock indicated that with regard to electric service, a transformer has been moved. He indicated the new location on the plan. Mr. Dinklage stressed that employees and customers must park on this site. If there is a problem, the applicant will have to come back and deal with it. There is to be no parking on the Grand Union lot. The applicant attested that they will build what they have shown on the elevations. Mr. Posher, an adjoining neighbor asked about stormwater runoff. Mr. Vock said there will be no changes from what exists now. Ms. Quimby then moved to approve Final Plat Application #SD-06-14 of Eighty Midas Drive subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. 10. Sketch Plan Application 4SD-06-17 of O'Brien Brothers Agency for a planned unit development to construct a 50,000 sq. ft. contractor or building trade facility, 472 Meadowland Drive: -5- SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 May 18, 2oo6 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 Re: Minutes — 8o Midas Drive Dear Mr. Johnson: For your records, enclosed is a copy of the approved minutes from the April 18, 2oo6 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, TAq Vt) Betsy McDonough Planning & Zoning Assistant Encl. I 1 State of Vermont 01 ?;» WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED Environmental Protection Rules, Chapter 1, Wastewater System and Potable Water Supply Rules, Effective January 1, 2005 Chapter 21, Water Supply Rules, Effective April 25, 2005 Case Number: WW-4-2604 PIN: EJ06-0149 Landowner: Eighty Midas Drive LLC Michael Johnson 80 Midas Drive South Burlington VT 05403 Ti,is permit affects property referenced in deeds recorded in Book 605 J : ages 222-224 of the Land Records in South Burlington, Vermont. This project, consisting of constructing a bank with offices with a total of 30 employees served by municipal water and wastewater services located at 80 Midas Drive in the City of South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. GENERAL 1. This permit does not relieve the permittee from obtaining all other approvals and permits as may be required from the Department Public Safety, Division of Fire Safety— telephone (802) 828-2106 or (802) 879-2300 and local officials prior to proceeding with this project. 2. The project shall be completed as shown on the following plans that have been stamped "approved" by the Wastewater Management Division: Project No. 05122, Sheet 1 "Plat of Survey 80 Midas Drive LLC" dated March 24, 2006; Drawing Number C1 "Proposed Site Plan" dated Sept. 2005 last revised 3/31/06; Drawing Number C3 "Water and Sewer Details" dated Sept. 2005 last revised 9/29/05; Drawing Number C5 "Specifications" dated Sept. 2005 last revised 9/29/05; Drawing Number C6 "Specifications" dated Sept. 2005 last revised 9/29/05; and Drawing Number C7 "Specifications" dated Sept. 2005 prepared by Civil Engineering Associates, Inc. 3. The project shall not deviate from the approved plans in a manner that would change or affect the exterior water supply or wastewater disposal systems, building location, or, the approved use of the building, without prior review and written approval from the Wastewater Management Division. 4. The conditions of this permit shall run with the land and will be binding upon and enforceable against the permittee and all assigns and successors in interest. The permittee shall be responsible for the recording of this permit in the South Burlington Land Records within thirty, (30) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. Wastewater System and Potable Water Supply Permit WW-4-2604 Eighty Midas Drive LLC Page 2 5. By acceptance of this permit, the permittee agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations. 6. A copy of the approved plans and this permit shall remain on the project during all phases of construction, and upon request, shall be made available for inspection by State or local personnel WATER SUPPLY & WASTEWATER DISPOSAL 7. No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a certification from a designer or the installer, signed and dated, that states: "I hereby certify that, in the exercise of my reasonable professional judgment, the installation -related information submitted is true and correct and the potable water supply and wastewater system were installed in accordance with the permitted design and all permit conditions, were inspected, were properly tested, and have successfully met those performance tests." 8. The project is approved for water supply by connection to the municipal water system as depicted on the approved plans. The project is approved for a maximum of 405 gallons of water per day. The Wastewater Management Division shall allow no other method, or location of obtaining potable water without prior review and approval. 9. The project is approved for wastewater disposal by the construction of a connection to the municipal wastewater treatment facility as depicted on the approved plans. The project is approved for a maximum of 360 gallons of wastewater per day. The Wastewater Management Division shall allow no other method, or location of wastewater disposal without prior review and approval. Dated at Essex Junction, Vermont on May 5, 2006. Jeffrey Wennberg, Commissioner Depai-trnent o'Er viro=ental Conservation By Ernest Christianson Regional Engineer C For the Record South Burlington Planning Commission & Select Board Civil Engineering Associates, Inc. Water Supply Division Department of Public Safety, Division of Fire Safety AGENCY OF NATURAI -`ESOURCES (ANR) AND NATURAL P"Tr OURCES BOARD http://www.anr.st@L %t.us/declead/pa/index.htm / http://ww b.state.vt.us/ PROJECT REVIEW SHEET CC, IS NOT A PERMIT TOTAL # OF DEC PERMITS: PRE -APPLICATION REVIEW: RESPONSE DATE: PENDING APPLICATION #: JLO • y • 26't q DISTRICT: TOWN: 4�r . PIN rc d(,-01Y9 OWNER OF PROJECT SITE: APPLICANT OR REPRESENTATIVE: (Name) c l tAr&tS J>r. LL (Name) (Address) 3 ',r (Address) (Town) (State) (Zip) 6,..5 09 (Town) (State) (Zip) (Telephone) (Telephone) Pro ect Name: Va r o.�+ -cjQ.rr�J rtcl Based on a written or oral request or information provided by a6oJ:±1A Joc_ t received on 101, , a project was reviewed on a tract/tracts of land of a, 5S acres, located on So P-t i I Ls '64% The f oject is generally described as: Q,a-4w.V1 -Jc� V-W; 57, 1 S+ruc• l --e_ 4a, �ac Prior permits from this office: PERMITS NEEDED FROM THE DISTRICT ENVIRONMENTAL OFFICE PRIOR TO COMMENCEMENT OF CONSTRUCTION ® I hereby request a jurisdictional opinion from the District Coordi to or n ict Coordinator regarding the jurisdiction of 10 V.S.A. Chapter 151 (Act 250) over the project described above. r ❑ L nd /Agent Permit Specialist ❑ Other Person 1. ACT 250: THIS IS A JURISDICTIONAL OPINION BASED UPON AVAILABLE INFORMATION, AND A WRITTEN REQUEST FROM THE ANR PERMIT SPECIALIST, THE LANDOWNER/AGENT, OR OTHER PERSON. ANY NOTIFIED PARTY OR INTERESTED PERSON AFFECTED BY THE OUTCOME MAY APPEAL TO THE ENVIRONMENTAL COURT WITHIN 30 DAYS OF THE ISSUANCE OF THIS OPINION (10 V. S.A. Chapter 220). (#47) ** Project: ❑ Commercial ❑ Residential ❑ Municipal Has the landowner subdivided before? ❑ Yes ❑ No When/where: # of lots: AN ACT 250 PERMIT IS REQUIRED: ❑ Yes ❑ No Copies sent to Statutory Parties: ❑ Yes ❑ No BASIS FOR DECISION: SIGNATURE: DATE: ADDRESS: District # Environmental Commission istrict Coordinator Telephone: 111 West St. Essex Jct. Vt. 05452 WASTEWATER MANAGEMENT DIVISION REGIONAL OFFICE: PERMIT/APPROVAL REQUIRED?'Yes _ ❑ No _ 'KWastewater System and Potable Water Supply Permit (#1 & #2)** ❑ Notice of Permit Requirements (deferral language ) (#2) ❑ Floor Drains #1.2) ❑ Campgrounds (#3) ❑ Extension of sewer lines (#5) REGIONAL ENGINEER ASSIGNED: ,Crv,15'� Clnrt54,,,,, S,,.\ SIGNATURE: [� _ DATE: � ADDRESS: Dept. of Environmental Conservation Pi Environment si tance Division, Permit Specialist Jeff McMahon Telephone: 802-879-5676 ❑ Wastewater Management Division, Telephone: 802-879-5656 OVER »»»»»»» **NOTE: NUMBERS IN PARENTHESES (#) REFER TO PERMIT INFORMATION SHEETS /N THE VERMONT PERMIT HANDBOOK http://www.anr.state.vt,us/dec/permit hb/index.htm THIS IS A PRELIMINARY, NON -BINDING I RMINATION REGARDING OTHER PERMIT )HICH YOU MAY NEED PRIOR TO COMMENCEMENT OF CONSTRu TION. PLEASE CONTACT THE DEPARTME... INDICATED BELOW. 3. WASTEWATER MANAGEMENT DIVISION, ANR (802-41-3822) Contact: ❑ Discharge Permits: pretreatment; industrial, municipal (#7_1, 7_2, & 8) ❑ Indirect Discharge Permits (#9 & 9_1') ❑ Residuals Management (#10) 4. AIR POLLUTION CONTROL DIVISION, ANR (888-520-4879) Contact: ❑ Construction/modification of source (#14) ❑ Open Burning (#18) ❑ Wood Chip Burners (>90 HP) (#14) ❑ Furnace Boiler Conversion/Installation (#14) ❑ Industrial Process Air Emissions (#14) ❑ Diesel Engines (>450 bHP) (#14) 5. WATER SUPPLY DIVISION, ANR (802-241-3400) (800-823-6500 in VT) Contact: ❑ New Hydrants (#22) ❑ >500' waterline construction (#22) ❑ Community Water System (CWS) ❑ Bottled Water (#20) ❑ Operating permit (#21) ❑ Transient Non -Community water system (TNC) (#21) ❑ Capacity Review for Non -transient non -community water systems (NTNC) (#21) 6. WATER QUALITY DIVISION, ANR STORMWATER PERMITS (Hotline 802-241-4320) (#6 — 6_5 ) ontact: Contact: Stephanie Lanphear 802-241-4320 ❑ Flood Plains (241-3759) ❑ Ponds (#32.1) ❑ Construction General Permits >1AC of disturbance (#6.1) 241-3779 ❑ Shoreiand Encroachment (241-3777) Steve Hanna (#28) Stormwaterfrom new development or redevelopment sites (#6.2 & 6_3) ❑ Wetlands (241-3770) (#29) � Multi -Sector General Permit (MSGP) industrial activities w/ SIC codes (##64) ❑ Stream Alteration / Section 401 Water Quality Certification / Stream Crossing Structures (751-0129 / 879-5631 / 786-5906 (#27 & 32) 7T) WASTE MANAGEMENT DIVISION, ANR Contact: C ACtS— ❑ Hazardous Waste Handler site ID (241-3888) (#36) ❑ Underground Storage Tanks (241-3888) (#33) ❑ Lined landfills; transfer stations, recycling facilities drop off (241-3444) (#37,39;40) `Asbestos Disposal (241-3444) 'Disposal of inert waste, untreated wood & stumps (241-3444) (#41 & 44) ❑ Composting Facilities (241-3444) (#43) ❑ Waste oil burning (241-3888) ❑ Waste transporter permit (#35)`K Demolition waste 241-3477 AUsed septtiicsy seam components/stone (#41) 8. FACILITIES ENGINEERING DIVISION, ANR Contact: _ ❑ Dam operations (greater than 500,000 cu. ft.) (241-3451) (#45) ❑ State -funded municipal water/sewer extensions/upgrades and Pollution Control Systems (241-3750) 9. POLLUTION PREVENTION & MERCURY DISPOSAL HOTLINE (1-800-974-9559) (#46) Contact: SMALL BUSINESS & MUNICIPAL COMPLIANCE ASSISTANCE (1-800-974-9559) Contact: Judy Mirro/John Daly RECYCLING HOTLINE (1-800-932-7100) Contact: 10. FISH & WILDLIFE DEPARTMENT (802-241-3700) ❑ Nongame & Natural Heritage Program (Threatened & Endangered Species) (L4 Contact: ❑ Stream Obstruction.Approval (#47.5) �1Y' DEPARTMENT OF LABOR AND INDUSTRY (802-828-2106) or Dist. Off. 879-2300 Contact: ❑Construction Permit fire prevention, electrical, plumbing, accessibility (Americans with Disabilities Act) (#49, 50, 50.1, 50.2) Storage of flammable liquids, explosives ❑ LP Gas Storage ❑ Plumbing in residences served by public water/sewer with 10 or more customers (#50.2 ❑ Boilers and pressure vessels (#50.3) 12. DEPARTMENT OF HEALTH (800-439-8550 in VT) (802-863-7221) (Lab 800-660-9997) Contact: ❑ Food, lodging, bakeries, food processors (#51, 51A, 52, 53, 53.1) ❑ Program for asbestos control & lead certification (#54, 55, 55.1) ❑ Children's camps ❑Hot Tub Installation & Inspection — Commercial #( 51.1) 13. AGENCY OF HUMAN SERVICES Contact: ❑ Child care facilities (1-800-649-2642 or 802-2.41-2159) (#57) ❑ Residential care homes (241-2345) (Dept. of Aging & Disabilities) (#59) ❑ Nursing Homes (241-2345) (#59) ❑ Assisted Living and Therapeutic Community Residences (241-2345) (#59) 14. AGENCY OF TRANSPORTATION ❑ Access to state highways (residential, commercial) (828-2653) (#66) ❑ Signs (Travel Information Council) (828-2651) (#63) ❑ Development within 500' of a limited access highway (828-2653) (#61) ❑ Construction within state highway right-of-way (Utilities, Grading; etc.) (828-2653) (#66) Contact: ❑ Junkyards (828-2053) (#62) ❑ Railroad crossings (828-2710) (#64) ❑ Airports and landing strips (828-2833) (#65) ❑ Motor vehicle dealer license (828-2067) #68) 15. DEPARTMENT OF AGRICULTURE (800-675-9873) Contact: [ 'ate (Ono_QA78)'172 7Q 71 7F 7e 77 'T r-1 C14 ghter hcusec pc1ilin, prccescing (828-2426) (#9S1) U Uaoiadlt Gi Pejti G.iucS ���.v .+4� u� fin_, _, — � _ , —i b""' ' ❑ Milk Processing Facilities (828-3428) (#83, 83.1, 85, 87) ❑ Animal shelters/pet merchant/livestock dealers (828-2421) #89, 89.1) ❑ Golf Courses (828-3478) (#71) ❑ Weights and measures, Gas Pumps, Scales (828-2436) (#88) ❑ Green Houses/Nurseries (828-3481) (#79) ❑ Retail Sales/Milk/Meat/Poultry/Frozen Dessert/Class "C" Pesticides (828-2436) (#75.1, 80, 16. VERMONT ENERGY CODE ASSSISTANCE CENTER TOLL FREE 888-373-2255 ❑ VT Building Energy Standards (#47.2) 17. DIVISION FOR HISTORIC PRESERVATION (802-828-3211) ❑ Historic Buildings (#47.1 & 101) ❑ Archeological Sites (#47.1 & 101) 18. DEPARTMENT OF LIQUOR CONTROL (1-800-832-2339) ❑ Liquor Licenses (#90) ❑ General Info (1-800-642-3134) 19. SECRETARY OF STATE (1-802-828-2386) ❑ Business Registration (#90.1 ❑ Professional Boards (1-800-439-8683) (#90.2) 20. DEPARTMENT OF TAXES (802-828-2551 & 828-5787) ❑ Income & business taxes (sales, meals/ rooms, etc) (#91, 92, 93, 94, 95, 96) 21. DEPARTMENT OF MOTOR VEHICLES (802-828-2070) ❑ Fuel Taxes; Commercial Vehicle (#69-70) 2 LOCAL PERMITS (SEE YOUR TOWN CLERK, ZONING ADMINISTRATOR, PLANNING COMMISSION, OR PUBLIC WORKS) 23. U.S. ARMY CORPS OF ENGINEERS, 8 Carmichael St., Ste. 205, Essex Jct., VT 05452 (802) 872-2893 (#97, 98, & 99) 24. OTHER: Sections #3-#24 above have been completed by Permit Specialist Jeff McMahon Date: pit °I may be reached at 802-879-5676 Copies have been mailed to: Revised 2/05 CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE:1AIL fl �,/%A NAME MAILING AnnRFS.q PPn 1P(`T nl= IAITCE3CCT' cD vl` 1% !�15J _ n �I��. IV( I4AIa 1-7-- AV A) u, S % / �"'1 r1 L CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working da /s. 24 V.S.A. § 4471(c). / lkzx HEARING DATE;AP I � �� NAME MAILING ADDRESS PROJECT OF INTEREST N) &-OC6 F1i , 5u* ►3(0) �(v ea d3o x 5`o % Ill ows &Z —j 7,- LYE PLC zz' -1c, wIL��SiUr�r Vi" C�5��1 v O S c:�'�• cd ® '* Aye 90 fib, Any aAkk 9s' l� �X 155� T� 90 &A DA--) CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: '- -1�B -- O G NAME MAILING ADDRESS PROJECT OF INTEREST ,5t+�.ac lc,� a4Esz '�� 0�►1 6-Cl� 12, P- ZZ�/li (r 1� �� VT 03-1(0 SOU'i A BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-41o6 April 19, 20o6 Steve Ploesser 69 College Street Burlington, VT 05401 Re: 80 Midas Drive Dear Mr. Ploesser: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, 1, Betsy McDonough South Burlington Planning & Zoning Department SOU-- BURLINGTON PLANNING & �ONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-4io6 April 19, 20o6 Tom Crapo Vermont Federal Credit Union PO Box 407 Burlington, VT 05402-0407 Re: 8o Midas Drive Dear Mr. Crapo: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough / \ South Burlington Planning & Zoning Department SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-41o6 April 19, 2oo6 Greg Leech DEW Construction PO Box 1557 Williston, VT 05495 Re: 8o Midas Drive Dear Mr. Leech: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, '&dq Betsy McDonough South Burlington Planning & Zoning Department SOU.1 BURLINGTON PLANNING � �ONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-41o6 April 19, 20o6 Joe Finnigan Vermont Federal Credit Union PO Box 407 Burlington, VT 05402-0407 Re: 8o Midas Drive Dear Mr. Finnigan: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McD nough South Burlington Planning & Zoning Department p SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-41o6 April 19, 2oo6 Steve Morton PO Box 1558 Williston, VT 05495 Re: 8o Midas Drive Dear Mr. Morton: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, '�-* Betsy McDonough South Burlington Planning & Zoning Department SOUS _i BURLINGTON PLANNING &CONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802) 846-41o6 April 19, 2oo6 Dennis Webster WLA 245 So. Park Drive Colchester, VT 05446 Re: 8o Midas Drive Dear Mr. Webster: Pursuant to 24 VSA 4464(b)(3), enclosed please find a copy of the Development Review Board decision regarding the above referenced matter. You are being provided a copy of this decision because you appeared or were heard at the hearing. If you have any questions, please feel free to contact this office. Sincerely, Betsy McDonough South Burlington Planning & Zoning Department CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 19, 2006 Michael Johnson Eighty Midas Drive, LLC 80 Midas Drive South Burlington, VT 05403 Re: Final Plat Application #SD-06-14 Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on April 18, 2006 (effective 4/19/06). Please note the conditions of approval, including that the amended final plat plans must be recorded in the land records within 180 days (must be recorded by 10/16/06) of this approval or this approval is null and void. If you have any questions, please contact me. Sin rely, Betsy McDonough Planning & Zoning Assistant Encl. CERTIFIED MAIL RETURN RECEIPT: 7005 1820 0004 9293 9021 Post -it" Fax Note 7671 Date t 6 D pages To 0 C / V From =� l Co./Dept. Co. Phone # Oq Phone # Fax # C1Fax # .., State of Vermont Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-0195 Voice>TDD April 4, 2006 Eighty Midas Drive LLC Michael Johnson 80 Midas Drive South Burlington, VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation -Wastewater Management Division Essex Regional Office III West Street Essex Junction, Vermont 05452 Telephone: (802) 879-5656 Subject: Wastewater System & Potable Water Supply Permit Application to demolish existing building and construct a new building located at 80 Midas Drive in South Burlington, Vermont. Dear Applicant: We have done a review of the application materials and have completed the "application completeness checklist." Unfortunately, your application is still incomplete and information is missing. - Enclosed are copies of the application forms you submitted. Please submit the following information: 1. What are the existing flows for the previous building? 2. Please fill in # 17 on the application. 3. Any prior permits when the lot was created in 2003? If you have questions or are unsure what is needed to complete the application package, please contact me. We will hold your application materials. Once you have the missing or incomplete information, please send the materials to this office along with the enclosed copies. Once we have determined that the application materials are complete, the application well be accepted and will be assigned to one of the engineers to be reviewed. For the Division of Wastewater Management ec,t�oke-4,� Ernestine Chevrier Regional Office Coordinator Enclosed: copy of application City of South Burlington Stephen Vock 22B I march 29-april 05, 2006 1 SEVEN DAYS INLEGALS/SUPPORTGROUPS PUBLIC HEARING SOUTH BURLINGTON DEVEL- OPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, April 18, 2006 at 7:30 P.M. to consider the following: Copies of the applications are available for public inspection at the South Burlington City Hall. 1. Final plat application #SD-06- 16 of Nikhil Patel to amend a previously approved planned unit development consisting of 167 units. The amendment con- sists of approving the "as -built" location of building 418, 1801- 1804 Brand Farm Drive. 2. Final plat application #SD-06- 14 of Eighty Midas Drive LLC for a planned unit development con- sisting of: 1) razing a 2526 sq. ft. general office building, and 2) constructing an 8,490 sq. ft. general office building, including a drive-in bank, 80 Midas Drive. John Dinklage, Chairman South Burlington Development Review Board PUBLIC NOTICE: The Family, Infant and Toddler Program of Vermont and the Vermont Parent/Child Center Network will be conducting a review of the work of the Addison County Parent/Child Center, including an evaluation of the status of early interven- tion services for infants and tod- dlers with disabilities and their families under Part C of the Individuals with Disabilities Education Act on Tuesday, April 18, 2006, 9:00 a.m. to 3:00 p.m. at the Kirk Alumni Center, Middlebury College, Middlebury, Vermont. The purpose of the review is to: • Ensure that families are an integral part of system evalua- tion. • Ensure that early intervention services in Vermont meet the needs of infants, toddlers and their families appropriately, effectively, and in a timely man- ner. • Promote collaboration and communication between state and regional stakeholders. • Assist the State and Regions in identifying strengths, setting and prioritizing goats for sys- tem/program improvement, and in accomplishing these goats. • Lead to system/program improvement. As part of the April 18th review, a focus forum will be held from 1:15 to 2:30 p.m. The purpose of the forum is to provide oppor- tunities for families who receive, or have received, services through the Family, Infant and Toddler Program and other com- munity members to talk about their experiences with the Family, Infant and Toddler Program and early intervention services and to make recommen- dations for what could work bet- ter. Families who participate will be offered a stipend of $25.00. Families and other community members may also provide feed- back by calling Jane Ross -Allen (Staff, Vermont Family, Infant and Toddler Program) at 1-802- 656-1150. REQUEST FOR PROPOSALS: Tenant Services Contract for FY07. The Burlington Community and Economic Development Office (CEDO) seeks a qualified contractor to provide tenant services for Burlington, Vermont. For a copy of the fult RFP, call 652-4209 (TTY: 865-7142) 8 a.m. - 4:30 p.m. weekdays. Proposals must be received at CEDO by April 26 at 2 p:m. STATE OF VERMONT CHITTEN- DEN SUPERIOR COURT CHITTENDEN COUNTY, SS. DOCKET NO. S85-06 CnC Deutsche Bank National Trust Company, as Trustee for Long Beach Mortgage Loan Trust 2005-WL2, Plaintiff V. Rodney S. Mayo , Jocelyn Allen , Long Beach Mortgage Company, Samuel Dimascola And Occupants residing at 48 Southfield Drive, Williston, Vermont, Defendants SUMMONS & ORDER FOR PUBLI- CATION TO THE ABOVE NAMED DEFEW DANT: Samuel Dimascola You are hereby summoned and required to serve upon Corey J. Fortin, Esq., plaintiff's attorney, whose address is P.O. Box 4493, 35 King Street, Burlington, Vermont 05406, an Answer to plaintiff's Complaint in the above entitled action within forty-one (41) days after the date of the first publication of this Summons, which is March 29, 2006. If you fail to do so, judgment by default will be taken against you for the relief demanded in the Complaint. Your Answer must also be filed with the Court. Unless otherwise pro- vided in Rule 13(a). Your Answer must state as a Counterclaim any related claim which you may have against the plaintiff, or you will thereafter be barred from making such claim in any other action. YOUR ANSWER MUST STATE SUCH A COUNTER- CLAIM WHETHER OR NOT THE RELIEF DEMANDED IN THE COM- PLAINT IS FOR DAMAGE COVERED BY A LIABILITY INSURANCE POL- ICY UNDER WHICH THE INSURER HAS THE RIGHT OR OBLIGATION TO CONDUCT THE DEFENSE. If you believe that the plaintiff is not entitled to all or part of the claim set forth in the Complaint, or if you believe that you have a Counterclaim against the plain- tiff, you may wish to consult an attorney. If you feet that you cannot afford to pay an attor- ney's fee, you may ask the clerk of the Court for information about places where you may seek legal assistance. Plaintiffs action is a Complaint in Foreclosure which alleges that you have breached the terms of a Promissory Note and Mortgage Deed dated May 16, 2005. Plaintiffs action may effect your interest in the property described in the Land Records of the City of Burlington at Volume 392, Page 361. The Complaint also seeks relief on the Promissory Note executed by you. A copy of the Complaint is on file and may be obtained at the Office of the Clerk of the Superior Court for the County of Chittenden, State of Vermont. It appearing from Affidavit duty filed in the above entitled action that service cannot be made with due diligence by any of the methods prescribed in V.R.C.P. 4(d) through (f) inclu- sive, it is hereby ORDERED that service of the above process shalt be made upon defendant, Samuel Dimascola, by publica- tion pursuant to V.R.C.P. 4(g). This Order shall be published once a week for three consecu- tive weeks on March 29, 2006, April 5, 2006 and April 12, 2006 in the Seven Days. A copy of this Order shall be mailed to defendants at their address if their address is known. Dated at Burlington, Vermont this 20th day of March, 2006. Hon. Ben W. Joseph Presiding Judge Chittenden Superior Court STATE OF VERMONT FRANKLIN COUNTY, SS. Mortgage Electronic Registration Systems, Inc., as nominee for Ftexpoint Funding Corporation, Plaintiff Lois W. Bailey, Robert Provost, Darlene Provost and Ford Motor Credit, Defendants SUMMONS AND ORDER FOR PUB- LICATION TO THE ABOVE NAMED DEFEW DANT: Lois W. Bailey You are hereby summoned and required to serve upon Grant C. Rees, Esq., plaintiffs attorney, whose address is P.O. Box 403, 156 Battery Street, Burlington, Vermont 05402, an Answer to the Complaint in the above enti- tied action wi days of the fi this Summons 3/22/2006. Ii judgment by c taken against demanded in Answer must ; this Court. Ur demanded in for damage cc insurance poli insurer has th tion to condu unless otherw Rule 13 (a). Y state as a Cot related claim have against' Complaint, or be barred fror claim in any c Plaintiffs acti in Foreclosure you have brea a Promissory I Deed dated Jc was subsequei Plaintiff. Plair effect your im erty described Records of thr recorded at Vc 647. The Comi relief on the l executed by y Complaint is c obtained at tl Clerk of the Si the County of Vermont. It appearing f filed in the at action that se made with dui of the method V.R.C.P. 4(d) t sive, it is here service of the shall be made Lois W. Bailey, pursuant to V. order shalt be week for three weeks on 3/2< and 4/05/200 Days Newspap Order shall be dants at their DATED at Burli this 9 day of I ��7 EMPLOYMENT LISTINGS CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 March 29, 20o6 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05430 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." Please call our office at 846-4106 if you have any questions Sincerely, 1 Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 March 29, 20o6 Brassard Automotive Services, Inc Attn: Mr. William Black 141 Pearl Street, * 147 Essex Junction, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in the Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 March 29, 2oo6 Antonio Pomerleau c/o Chittenden Insurance Group PO Box 6 Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in the Seven Days. It includes an application for development that abuts your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4471 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4lo6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, CA Betsy McDonough Planning & Zoning Assistant Encl. State of 'Vermont Department of Fish and Wildlife Department of Forests, Parks, and Recreation Department of Environmental Conservation State Geologist RELAY SERVICES FOR THE HEARING IMPAIRED 1-800-253-0191 TDD>Voice 1-800-253-Q195 Voice>TDD April 10, 2006 Eighty Midas Drive LLC Michael Johnson 80 Midas Drive South Burlington VT 05403 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Regional Office 111 West Street Essex Junction, VT 05452-4695 Telephone: (802) 879-5656 RE: WW-4-2604, Vermont Federal Credit Union construct a bank with offices with a total of 30 employees located at 80 Midas Drive, South Burlington, Vermont. Dear Applicant: We received your completed application for the above referenced project on April 7, 2006, including a fee of $210.00 paid by check #021493. Under the performance standards for this program, we have a maximum of 30 days of "in-house" time to review your application. If we require further information from you to make a decision, the time until we receive it is not included in the in-house performance standards. If you have any questions about the review process, or if you have not received a decision on your application within the 30 in-house days, please contact this office. We have forwarded the information contained in your application to the Information Specialist for this region. A Project Review Sheet will be sent to you indicating other state agencies and departments you should contact regarding additional permits or approvals you may need under their programs. If you have not already done so, you should also check with town officials about any necessary town permits. For the Division of Wastewater Management 110 � &XLX�� Nct,�� Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission Stephen A. Vock CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 14, 2006 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 Re: Ethan Allen Drive Dear Mr. Johnson: Enclosed is the agenda for next Tuesday's Development Review Board me and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, April 18, 2006 at 7:30 p.m. at the City Hall Conference Roomeeting Dorset Street. 575 If you have any questions, please give us a call. Sincerely, Q& Betsy McDonough Planning & Zoning Assistant Encl. Page 1 of 1 Betsy McDonough From: Betsy McDonough [emcdonough@sburl.com] Sent: Monday, April 17, 2006 8:42 AM To: 'svock@cea-vt.com' Subject: 80 Midas Drive Staff Comments I1 Hi Steve — D P Attached are the comments for 80 Midas Drive. I am sending a hard copy to Michael Johnson. y I have Chief Brent's and Craig Lambert's (arborist) comments in hard copy only. If you would like me to fax them to you, please let me know. -Betsy Betsy McDonough South Burlington Planning & Zoning 575 Dorset Street South Burlington, VT 05403 (802)846-4106 4/17/2006 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: April 10, 2006 \drb\sub\eightymidasdrive\final.doc Plans received: March 21, 2006 EIGHTY MIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT FINAL PLAT APPLICATION #SD-06-14 A enda # 9 Meeting date: April 18, 2006 Owners Applicant/Contact Eighty Midas Drive LLC Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080 C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne, VT 05482 Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking final plat approval for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) constructing a 3-story, 8,480 square ft. general office building, including a drive-in bank, 80 Midas Drive. The applicant appeared before the Development Review Board for sketch plan hearing on August 2, 2005 and preliminary plat hearing on October 4, 2005, October 18, 2005, and November 15, 2005 (minutes attached). The City placed this property in violation of the zoning regulations on April 28, 2005 for having cleared all the trees and vegetation at the rear of the building without approval from the Development Review Board and without a zoning permit. This violation continues. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on March 21, 2006 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C1 Zoning District Required 'Pro osed + Min. Lot Size 40,000 S.F. 23,739 S.F Max. Building Coverage 40% 12.7% Max. Overall Coverage 70% 67.2% Max. Front Yard Coverage Midas Drive 30% 30% Max. Front Yard Coverage (City of South Burlington Easement 30% 30% Min. Front Setback Midas Drive 30 ft. 30 ft. �l Min. Front Setback (City of South Burlington Easement 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. ♦ Max. Building Height 35 ft. 44.6 ft. zoning compliance pre-existing noncompliance ♦ waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\greliminary.doc (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B) (1), municipal water service must be extended to serve the proposed development. The South Burlington Water Department has reviewed the sketch plan and provided comments in a letter dated September 29, 2005 (attached). 1. The applicant shall comply with the conditions of the South Burlington Water Department. The applicant received final water allocation approval from the South Burlington Water Department on March 7, 2006. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 2. The applicant shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have two different curb cuts. The only ingress point is proposed via a two-way, 24 ft. curb -cut off of Midas Drive for ingress and egress into the main parking lot. It is proposed to go around the building and exit through a second curb cut onto Midas Drive; it is 12 ft. in width and is egress only. The applicant is proposing two (2) drive -through lanes of banking, 9 feet in width. The South Burlington Fire Department has reviewed the circulation plan and determined that the turning radii are appropriate to fit fire rescue vehicles. He has provided comments in a letter dated April 14, 2006. 3. The applicant shall comply with the requests of the South Burlington Fire Chief. Furthermore, according to the ITE Trip Generation Manual, the proposed project will generate 125.48 vte's during the p.m. peak hour. This is an increase of 83.61 vehicle trip ends per hour over the existing traffic generation of 41.87 vte's. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed development is in keeping with the goals for development within the Commercial 1 (C1) Zoning District, as set forth in Section 5.01 of the SBLDR. (t) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The subject property is relatively small and cannot provide significant open space. The non -paved portions of the property are located in an acceptable manner. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already noted that the Fire Chief has reviewed the plans with the applicant. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans reflect that the sidewalk along Midas Drive will continue to the southern access. This is appropriate. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 4. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant has submitted a site lighting plan and lighting cut sheets. The proposed lighting is in compliance with the requirements of Section A.10 of the Performance Standards. The City Engineer reviewed the plans and provided comments in the most recent memorandum dated April 13, 2006 (attached). 5. The proposal shall comply with the requests of the City Engineer in his memo dated April 13, 2006. (j) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary doc Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had submitted comments from a traffic consultant addressing this criterion. The proposal stacking lane length is adequate per the March 22, 2006 memo from Joe Segale of RSG Inc. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate a significant increase in the vte's of the lot; however this will not have a net adverse effect. d. bylaws in effect This proposal is in compliance with the bylaws. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: SITE PLAN REVIEW STANDARDS (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. According to Table 13-1 of the SBLDR, a drive -through bank requires 5.8 parking spaces for every 1,000 SF of gross floor area (GFA) while the general office space requires 3.5 spaces per 1,000 SF GFA. Thus, the proposal will require a total of 36 parking spaces. The applicant is proposing thirty-one (31) onsite parking spaces. This is a shortfall of 5 spaces, or 13.9%. Staff supports this parking waiver. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eight ry midas\preliminary doc The plan includes two (2) handicapped spaces, meeting the criterion for such. 6. The Development Review Board grants the applicant a 13.9% parking waiver, for a total of 5 spaces. At the preliminary plat hearing, the Development Review Board suggested a condition that requires all customers and employees to park on site. The Development Review Board is concerned that if parking becomes limited, employees and customers may park in lots belonging to adjacent businesses. This should be avoided with all possible precautions. 7. Employees and customers shall be required to park on site. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The site plan depicts a bicycle rack in an appropriate location. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. As this property has frontage on Midas Drive and a potential future road, there is no true rear of the building. Therefore, staff finds the proposed parking spaces to be located in an acceptable manner, provided that the applicant provides extensive landscaping to serve as a buffer between the proposed parking and the planned city road to the north. The Director's memo dated November 9, 2005 also addresses this concern. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to existing buildings within the C1 District in this vicinity. The height of the proposed building is greater than the as -of -right 35 ft height limit for flat -roofed buildings. With the rooftop apparatus included, the height of the building will be 44.6 ft. The applicant is requesting a height waiver of 9.6 feet. Staff supports this waiver, especially since this building is adjacent to the Central District where taller heights are encouraged. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that any new utility lines shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted revised elevations showing all four facades of the building. These revised plans are a vast improvement over prior submittals. The plans now show aesthetically pleasing front facades for the north and east elevations, and harmonious facades for all sides. Attractive and well-defined entrances are shown from each public roadway. Staff finds that this plan meets this criterion. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted revised elevations. These are a vast improvement over previous plans. The applicant has sufficiently addressed the appearance of the building from all four sides. The new door on the east side of the building is appropriate for one facing an existing public road. The entrance that presents on the planned city road is also well -designed and aesthetically pleasing from the public right of way. The applicant has also addressed previous concerns regarding the materials and colors used on the western fagade, above the drive -through lane. Staff supports all of these visual changes, finds them to be in compliance with the regulations, and is pleased with the fagade as an entry way to the city center. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No additional reservation of land shall be required for this application. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict the location of a screened dumpster. Landscaping The applicant has submitted a revised landscaping plan. This plan has been reviewed by the City Arborist who provided comments in a memo dated April 4, 2006. 8. The applicant shall adhere to the stipulations of the City Arborist in the memo dated April 4, 2006. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc The minimum landscaping requirement, based on building costs, is $22,220. The applicant has submitted a landscape budget with the revised landscaping plan that meets the minimum requirement. As noted at sketch plan review, the applicant is currently in violation for removing trees from the property without approval. Therefore, the applicant has proposed a street tree, valued at $2,100 to account for the previous removal of trees. The Development Review Board should discuss this mediation. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The proposed snow storage areas are adequate. The applicant has noted that during larger snowstorms, snow will be transported off -site. Other The applicant is actively working with staff on the phasing of building and demolition on this site. At this time, and because this is a matter of Administrative Officer approval of compliance, this is not an issue that the Development Review Board needs to address further. Section 13.09(E)(3) of the Land Development Regulations require the posting of a two-year bond for the cost of removing the existing building. 9. Prior to permit issuance, the applicant shall post a two-year bond for the cost of demolishing and removing the existing building. Staff recommends that the Development Review Board approve final plat application #SD-06-14 subject to the numbered items above. Respectfully submitted, Cathya V L. LaRose, Associate Planner Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates South Burlington Fire Depat tment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief April 14, 2006 Ms. Juli Beth Hines, Director of Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: 80 Midas Drive L.L.C. Dear Juli: I have reviewed the plans for the proposed construction of the proposed bank/office building at 80 Midas Drive. I have also spoken with the project engineer Steve Vock relative to the project. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Automatic sprinklers and alarm system as required by Vermont Division of Safety. 3. Fire Department Sprinkler Connection location to be specified by SBFD. 4. Fire Alarm panel and enunciator location to be specified by SBFD. 5. Provide 24 hour per day off -site (central station) monitoring of all fire alarm and protection systems. 6. Provide an emergency key box, location to be specified by SBFD. 7. If an elevator is proposed the elevator car(s) to be sized large enough to accommodate an ambulance stretcher in the flat position. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which can be dealt with as needed with the assistance of the developer and the Vermont Division of Fire. Should you need any further assistance on this project please feel free to contact me. nc rely, DoGglas S. ZBrent Fire Chief Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-41o6 CITY ENGINEER'S COMMENTS Vermont Federal Credit Union Midas Drive o4/13/o6 �. As built plans furnished the owner and the City shall be prepared by the Engineer, not the builder. 2. Entrance and exit drives shall have a concrete depressed curb. Curb shall stop at sidewalk edge. 3. Sidewalk shall be continuous across entrance and exit drives and across the entire lot frontage. 4. Concrete sidewalk across Midas Drive at end of street should be removed and street patched. 5. Sewer line bedding shall be 3/4 inch crushed stone only not gravel and sand. 6. Road bituminous concrete pavement shall be 21/2 inch base course and 1 1/2 inch surface course. DEVELOPMENT REVIEW BOARD 15 NOVEMBER 2005 Motion passed 5-0 with Mr. Birmingham abstaining. 5. Miscellaneous application #SD-05-10 of Rosalie Sprout for approval under Section 12.01(D)(2) of the South Burlington Land Development Regulations to allow a 20'x20' addition to a single family dwelling, 76 Bartlett Bay Road: Mr. Belair advised that this application was withdrawn. 6. Continued Public Hearing: Preliminary Plat Application #SD-05-79 of Eighty Midas Drive, LLC for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) constructing a 8534 sq. ft. general office building including a drive-in bank, 80 Midas Drive: Mr. Vock and Mr. Webster reviewed changes made since the last hearing. They noted the Board had suggested sitting down with the Director of Planning & Zoning and staff to see how all the "pieces" in the area fit together. The entrance to the City Center is still undecided pending information from a traffic consultant. Keeping this in mind, the applicant has agreed to take the originally proposed vertical "circle" (stairs and elevator) and pull it into the corner of the building. This will create an entrance for the upper 2 floors. There will now be entrances on the east and north sides of the building. There will also be no parking in the front yard. The landscape plan has been revised to screen parking (a mixed evergreen buffer). Mr. Dinklage asked the applicant to commit that what they have shown is essentially what they will build. Mr. Johnson said they are still discussing the bay windows as they may be too expensive. Other than that, they committed to the design shown. Mr. Vock said that another issue had involved access for fire equipment. They met with the Fire Chief who gave them templates they had to meet. Since the original design didn't meet these templates, they moved the building forward about 3 feet and moved the dumpster and eliminated one parking space. Mr. Vock said they are comfortable that all turning movements now work for cars and fire vehicles. Mr. Vock said the building is also shorter by l foot 8 inches on the first floor. They also squared a corner of the building and eliminated the overhang. This reduces square footage by 600+ square feet. With regard to lighting, Mr. Vock said the house shields work so that no light exceeding regulations will go off the property. All lights on the perimeter will have house shields on them. Mr. Vock showed a new walkway into the building. 31 parking spaces are provided. There is a waiver request for 5 spaces (13% shortfall). -2- DEVELOPMENT REVIEW BOARD 15 NOVEMBER 2005 Mr. Farley asked about the issue of occupying one building while the other still exists. Mr. Belair said that will be an administrative problem. Members discussed removing technical review as a condition of approval. Mr. Kupferman moved to remove technical review as a condition of approval. Mr. Birmingham seconded. Motion passed unanimously. Mr. Dinklage said the Board is hearing from developers that the city's parking guidelines for buildings are too low. He expressed concern that the applicant is asking for a parking waiver. Mr. Vock said buildings with lots of small offices have higher parking intensity needs. This building will not have that. Mr. Dinklage said the Board does not want employees parking on other people's property. Mr. Belair noted that this building will exist for a long time, and somewhere in the future there may be a tenant with a higher parking need. He was concerned that the 5 people who cannot park will use someone else's parking lot. Mr. Dinklage asked if there can be a stipulation not to allow off -premises parking for employees or customers. Mr. Belair said that would be hard to enforce. Mr. Dinklage felt it would give a "lever" to require a formal off -site parking agreement for employees. Mr. Belair noted the plan is also short of the landscaping requirement, and that will have to be met. Mr. Dinklage noted staff had not had a chance to review the new plans. He warned the applicant that if they go to final plat it would be at their risk. If staff finds problems, the applicant will have to address them. Mr. Kupferman moved to approve Preliminary Plat Application #SD-05-79 of Eighty Midas Drive subject to the stipulations in the draft motion. Mr. Behr seconded. Motion passed 5-1 with Mr. Bolton opposing. As there was no further business to come before the Board, the meeting was adjourned at 8:30 p.m. Clerk Date -3- Eighty Midas Dr Civil Engineering Assoc Mike Lawrence LA 4/4/06 The landscape plan looks good overall, the only recommendation is that tree and shrub planting details be included with the plans Specifications: Section 3.02-Seeding • Eliminate the clause "When a soil test is not available, the following minimum rates should be applied...". There is no valid reason that a soil test should be unavailable, and all fertilizer and lime applications should be based upon soil test results Section 3.04-Maintenance Rates recommended in subsection E are meaningless. A fertilizer analysis (30- 10-10, 5-5-5 etc.) must be included for this to have any meaning. Again, actual fertilizer rates should be based upon a soil test. c r OWNER OF RECORD: Eighty Midas Done, LLC. 80 Mldas Drive I South Burlington, VT I Existing Building ;, APPLICANT: I . Eighty Midas Drive, LLC. m 80 Midas Drive South Burlington, VT ZONING DISTRICT: Brassard Automotive Services, Inc. COMMERCIAL 1-R welt-lVIIAL 12 PUD DIMENSIONAL REQUIREMENTS: - I ReGu/1ed EXISBr1g Proposed L•l\I I'i �" Lot Size 40,000s.f. 23,739s.L 23,739s.L Bldg. Coverage 40% 10.6% 12.7% 1 l i Lot Coverage 70% 21.4% 67.8% 1 _ Front Yd Coverage 30% 11.4% 30.0%-- (Midas Drive) Front Yd Coverage 30% 57.0% 30.0% (S.B. Easement) 1 NEW UG ELEC.- LINE (VERIFY Front Yard 30 38, 30.0 wl GMP) Side Yard 10 15' 19.5' 1 I <, I City Of SOL#h Burlington Rear Yard 30' nia nia I ' REMOVE EX SI& ABANDON -,,,.,AN SHRUBS _., j1 PROPOSED SITE L/GHi\G� PROPOSES I I SEE SHEET L I \ BIKE RACK 1 1 SAWCUT Eit PAVEMENT I ATPROPERTYLINE - ••SNONP STORAGE.. i I I } I City of South Burlington I 31V I 1 \ I \ sal. I \ 31 T I I I I I ' • SNO _ I 10 ORAO i i 1 / � I / 1 X City of South Burlington I 1 i � I 11 3 1 1 1 L ti y EXISTING NEW SMN Ai RIM=31&.7 II S. 7t1/BUILDING BTO WV-312.3 BE REMOVED , 4 AV GI1II 3M WM4CK INV 312.9 pRopOSED BUILDING r, NEW TGASS _ LINE (VERIFY . WIVTGA.S) r 1 V O PROPOSED DUMPSTER - & RECYCLING ENCLOSURE FOR HIGH STOCKADESCREENING FENCE FOR SCREENING PURPOSES ON THICK CONCRETE PAD Pnwxss 1w Ewe xlllrevw „e.n A.B. Pomerleau GRAPHIC SCALE ( IN FM I Inch . 20 rL I I 1 / I \/ I I D �7 I m I PROPOSED I SIGN MATCH EX I SIDEWALK MATCH Ex CURB AND PAVEMENT I �L L70ST. WATERI TO BE ABANDOLINENED AND CURB BOX REMOVED -SIDEWALK TO EXTEND ACROSS I PAVED DRIVE (1,R). -EX. CB RIM=313.10 INV 6-N.307.35 INV 12-E-3D5.08 INV 1a'S-305.90 RAISE RIM TO FINISH GRADE & INSTALL SOLID COVER I 113.3 /CURBAT LENTRANCE (rYP.) W B D.I. I -E%. CB RIM-312.91 INV Ifi"N�306.14 INV ifl"5:306.07 RAISE RIM TO FINISH_ aw - - SI-DO NOT ENTER' SIGNS 'REMOVE EXIST SIDEWALK SITE ENGINEER: NOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent r to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. NI existing utilities not incorporated Into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. CIVIL ENGINEERING ASSOCIATES, INC 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those P.O. BOX 485 SHE'054e2 plans shall be submitted to the Owner at the completion of the project. sea _23 r,. ,w;b:... .gym 4. The Contractor sholl repair/restore all disturbed areas (on or off the site) as a direct or o-ow, ID - indirect result of the construction. All disturbed areas resulting from the installation of nRExw the water or sewer lines (on or off the site) shall be restored within 45 days of disturbance. MJW 5. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. -mil, SAV 7. The Contractor shall be responsible for all work nets far complete and esponei necessary p operable facilities and utilities. APP9ovs13 8. If the building Is to be eprinklered, backflow prevention shall be provided in accordance SAV ItOrdnance For The Control O/ Croea Canneatiana Wthln The Water gyatem Of The OWNER: clLy Of South Burington The Site Contractorshall construct the water Tine to two feat Q above the finished floor. See mechanical plane for riser detal. 9. The Contractor shall submit shop drawings for all items and materials incorporated into the site work. Work shall not begin an any Item untilshop drawing approval is granted. EIGHTY MIDAS 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with oil permit conditions and City of So. Burlington Public Works DRIVE LLC Standards. , if. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 80 MIDAS DRIVE 12. Any dewalering necessary for the completion of the sitework shall be considered as part of SOUTH BURLINGTON the contract and shall be the Contractor's responsibility. VERMONT 13. The Contractor shall coordinate all work within Town Road R.O.W. with South Burlington Public 05403 Works Deportment, 14. The Contractor shall Install the gas, electrical and telephone services in accordance with the utility companies requirements. PRO.IE( I', A.B. Pomedf38u 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off- site location. MI pavement cuts sholl be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor PROPOSED shall contact the Engineer for vwrlflcation before work continues on the Item In question. VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT Existing Building RECEIVED MAR 2 12006 City of So. Burlington 11x67APPING SLEEVE & VALVE LEGEND LOCATION MAP =,sea - EXISTING CONTOUR DEn cl¢c¢o R9vis. - PROPOSED CONTOUR s/sa/m Ul R9YIBE1 Ee 19R 9rEPY CGIMEM M/is/m Us REVISED BURRING. PN G - - PROPERTY LINE I" BEY RWY B110RpG. P4 G SS GRAVITY SEWER MAIN II/I SET RWY19® BDBRDIG. PAW[DIG VIVO Us W. BUBRMG, wE1% W WATER MAIN UE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE - ST STORM DRAINAGE LINE PROPOSED © SEWER MANHOLE ® STORM MANHOLE 000 CLEANOUT SITE Ix HYDRANT PLAN 0 SHUT-OFF ® CATCH BASIN LIGHT POLE SIGN Den SEPT., 2005 ORE- -ER EDGE OF WOODS/BRUSH - DRAINAGE SWALE 1" = 20, C 1 PRa. No. 05122 I I II I I I I Existing Building Brassard Automotive Ii Services, Inc. I I I I 0 Si4� _ c— 1 —31s— — � ��� �E%�• E%. SMH /\ RIM-315.13 \ CL INV.�309.09 \ s OBSTRUCTED I � . RIM=31 1 INV.=310.00.06 _ 1 1 \ y \ City of South Burlington \ /4 \ L IExisting Building I \ it 1 City of South Burlington \ I 1 ` I —315— \ I` 1 I I �I I I / 1 / � 1 / SMH —314.60 4'W-311.50 0'SW-311.54 '. a'5=311.55 9'N=311.52 i D l 2' CMI —STD EX. CB RIM-313.10 I INV 6'N-307.3', INV 12'E:W A �—INEV%la's305A RIM—�312.91 INV 19'N=306 INV la's=306 -- \ V�"""1n2P"""' A.B. Pomerleau r1 EM.�tlw9tSM / 1 1 � City of South Burlington I `� , o I I I � , 1 I 1 1 I V,.rw-r A.B. Pomerleau LEGEND EXISTING CONTOUR PROPOSED CONTOUR — — — — PROPERTY LINE — —SS GRAVITY SEWER MAIN — —FM FORCE MAIN — W WATER MAIN —SS--6- SEWER SERVICE LINE --------- W--------- 1 1/4-WATER SERVICE LINE — UET UNDERGROUND ELECTRIC h TELEPHONE — —ST STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE OcoO CLEANOUT HYDRANT ® SHUT—OFF ® CATCH BASIN CI-0 LIGHT POLE SIGN RIP RAP EDGE OF WOODS/BRUSH --- DRAINAGE SWALE Recel v Ep MAR 2 12006 City Of So Burlington SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. BOX 48� SHELBURNE, VT 05482 copy— p z ORAIIN MJW I.—D SAV APPROVPD SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP 1" = 1500, EXISTING SITE PLAN DATE ""'.. N.NBER SEPT., 2005 IX V. V"=20' C2 PROJ. NO. 05122 AWWA HYDRANT, VALVE AND APPURTENANCES AS PER SPECS COARSE GRAVEL OR PEASTONE TO 1 CY VOLUME iV rADJUSTABLE IRON VALVE 1 x MARKED WATER FINISH � FlNISH GRADE i U i o ANCHOR THRUS TEE BLOCK 70 6" D.I. 'a PLUG HYDRANT DRAIN UNDISTURBE SOIL 3/4" CRUSHED THRUST STONE ANCHOR COUPLING OR SPOOL PIECE BLOCK WITH MEGA -LUG GLANDS NOTES: 1. ALL FITTINGS ARE TO HAVE MEGA -LUG RETAINER GLANDS. 2. PRIOR TO POURING THRUST BLOCKS ALL FITTINGS ARE TO BE WRAPPED WITH 4 mil. POLYETHYLENE. HYDRANT ASSEMBLY DETAIL N.T.S. _f t TOPSOIL, RAKE, UNPAVED PAVED SFFD & MULCH - EFFECTIVE "' Y'• MINIMUM ONE FULL ' BEARING AREA BURIED GATE VALVE LENGTH OF PIPE (WITH CONCRETE SUPPORT VALVE ,�• h ANCHOR O PLUG UNDISTURBED UNDISTURBED saL VALVE/DEAD END REDUCER NOTE N.T.s PLACE S MIL (MIN.) KTA POLYETHYLENE SHEET BETWEEN ALL CONCRETE i THRUST BLOCKS AND PIPE AND/Oft FITTINGS TO PREVENT BOND. > I ;Ye77� UNDISTURBED R 19- SOIL lTO11 1 1 N%B N MINIMUM AREA OF BEARING SURFACE OF GONG. THRUST BLOCKS rw SQUARE rFEn 3" 4"1 6..1 B.1 12" CONDITION SAFE BEARING LOAD P Ders e a0' 011. 45' ELB. 225' ETH. l� TKr SUB. 4S FLH. =5 ELB. 4: W ELB. 4V ElH. 225' El& a W ELe 4S' FIB. 22S FLB. N a a0' aH. 43' ElH. 225' L18. 0.5 0.5 O.s 0.5 0.5 1.0 0.5 0.5 1.0 1.5 7.0 0.5 2.0 2.5 1.5 1.0 4.0 S.s 3.0 1.5 SOUND SHALE 10,000 1.0 1.0 1.0 0.5 1.5 2.0 1.0 0.5 3.0 4.012.011.014.516.513.5 2.0 10.014. 7.5 20 4.000 1.0 1.5 1.0 0.5 20 2.5 1.5 1.0 3.S 5.0 3.0 1.5 e.0 8.5 5.0 2.5 13.018. 10.0 5.0 5,000 i.5 2s 1.5 1.0 25 3.5 20 1.0 65 7.5 4.0 20 9.0 13. 7.0 _5 0. 7. 15.0 8.0 2.000 3.0 4.5 2.5 1.515.017.014.0 2.0 10.515.D 8.0 4.0 18.025.014.0 ..0 a. 55. 30. 15.0 CLAY 1,000 MA%IMUM WATER PRLIRE . 300 PSI NOTE: REDUCER BEARING AREA - 4T BEND OF LARGER PIPE THRUST BLOCK DETAILS N.T.S. IRE NOTES 1. TAPPING SLEEVES AND VALVES ON CWO TRANSMISSION MAINS ARE TO MEET THE CHAMPWN WATER DISTRICT "STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES" DATED NOVEMBER. 1992. ALL OTHER TAPPING SLEEVES AND VALVES ARE TO MEET APPROPRIATE DISTRIBUTION SYSTEM SPECIFICATIONS 2. WET TAPS SHALL BE PREFORMED BY PRE -APPROVED FIRMS ONLY. 3. ALL FITTINGS THAT ARE TO HAVE CONCRETE POURED AROUND THEM ARE TO BE WRAPPED WITH 4 it. POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. EXISTING ' WATER MAIN ADJUSTABLE IRON VALVE BOX WITH COVER MARKED "WATER" -TAPPING VALVE UNDISTURBED SOIL MECH. JOINT WITH "MEGA -LUG" RETAINER GLAND OR APPROVED EQUAL 3/4" CORPORATION IN FIRST LENGTH OF PIPE FOR TESTING �3/4" CRUSHED STONE CONCRETE BEDDING (MIN. 12" THICK) THRUST BLOCK (SIZE DETERMINED 4 MIL POLYETHYLENE BY SOIL CONDITIONS) BETWEEN FITTINGS AND CONCRETE TAPPING SLEEVE & VALVE DETAIL NTS a oAPPROVED BACKFILL THOROUGHLY COMPACTED z IN 8" LIFTS RIGID INSULATION AS REWIRED. USE 1" OF is INSULATION FOR EVERY FOOT DEPTH OF PIPING D+2" IS LESS THAN 6'-0" ANEW WATER UNE THOROUGHLY COMPACTED SAND BEDDING UNDISTURBED SOIL OR ROCK TYPICAL WATER TRENCH DETAIL N.T.S. Note: All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, and the Village of Jericho. Details should be modified to the above reference specifications. -0" MIN. ADIUS NOTES: 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D698). 2. Bedding material shall not be placed on frozen subgrode. 3. Approved backfill shall not contain any stones more than 12" in largest dimension (6" in roadways, 2" maximum diameter within 2' of the outside of the pipe), or contain any frozen, wet, or organic material. 4. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during installation of pipe and backfill. 5. In trenches with unstable materials, trench bottom shall first be stabilized by placement of filter fabric then crushed stone (3/4" maximum). 6. The sides of trenches 4' or more in depth entered by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. PLAN FRAME & COVER LC266 TYPE C OR EQUAL /,­-UEBARON ADJUST TO MEET FINISH GRADE. FINISH GRADE SET FRAME ON FULL MORTAR BED & SEAL JOINT 12" CONCRETE RISERS FOR ADJUSTMENT W 24" POLYPROPYLENE MANHOLE U STEPS O 8" O.C. WATERTIGHT JOINTS USING cd MASTIC OR RUBBER GASKET rcF - 48" COAT EXTERIOR OF ENTIRE MANHOLE WITH A WATERTIGHT SEALANT (2 COATS) CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL 1' RISE (TYP, ALL PIPES) + USE 3" (MAX) STUBS AT ALL MANHOLE o PIPE CONNECTIONS 0 o CONCRETE FILL TO °o oOo HIGHEST CROWN OF PIPE o° ISTURBED 12" MIN. OR ROCK CLASS B CONCRETE SHELF AND INVERT 6" MIN. CRUSHED ELEVATION STONE BEDDING NOTES I. INVERTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEMAGE TEST. 2. EXTERIOR JOINTS SHALL BE SFNID ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 3. INTERIOR JOINTS SMALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS T OR LESS FROM RIM TO CENTERLINE INVERT. THEN A FLAT TOP SHOULD BE SUBSTITUTED FOR THE GONE SECTION. TYPICAL SANITARY SEWER MANHOLE N.T.S. WATER MINIML BETWE SEWER TOPSOIL, RAKE, UNPAVED PAVED SEED & MULCH \ NOTES: 1. Compaction of backfill and bedding shall be a - minimum of 90% (95% under roadway Surfaces) of maximum dry density determined in the �I standard proctor test (ASTM D698). o APPROVED BACKFILL THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen IN 8" LIFTS subgrode. ,i RIGID INSULATION AS 3. Approved backfill Shall not contain yy stone. REQUIRED. USE 1" OF more than 12' in largest dimension (6" in INSULATION FOR EVERY roadways, 2" maximum diameter within 2' of FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, D+2' IS LESS THAN 5'-6' wet, or organic material. D PVC SEWER PIPE 4. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept 6" _- dewatered during Installation of pipe and bockfil. THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench 3/4" CRUSHED STONE bottom shall first be stabilized byy pplIacement of 6" BEDDING MATERIAL filter fabric then crushed stone (3/4" maximum). 6. The aides of trenches 4' or more In depth entered UNDISTURBED SOIL OR ROCK by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A. standards. 7. Bedding material shall consist of crushed stone, q� brill or sand with a maximum size of 3/4". TYPICAL SEWER TRENCH DETAIL Submit a sample to the Engineer for approwl. N.T.S. NOTES: 1. PROVIDE A MINIMUM 18" VERTICAL SEPARATION BETWEEN THE WATER UNE AND THE SEWER UNE. IF THIS SEPARATION CANNOT BE MAINTAINED, CONTACT THE DESIGN ENGINEER FOR DESIGN REVISIONS. ALL REVISIONS MUST BE APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (WATER SUPPLY DIVISION). 2. MAINTAIN 10' MINIMUM SEPARATION (HORIZONTAL) BETWEEN THE SEWER LINE AND WATER UNE. 3. PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER/WATER UNE AT ALL CROSSINGS TO PREVENT SETTLEMENT OR ANY DAMAGE. WATER/SEWER CROSSING DETAIL N.T.S. RECEIVED MAR 2 12006 City of So. Burlington SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. ... VT 05482w..w.rea r,.cw„ RIGHTS Remrso MJW CHECKED SAV APPROVED SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT. PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT uATx HeCLLD RLY1910N N/M/eF 81Y REVISED I,q PLR .TAPE Co. WATER AND SEWER DETAILS DHALI,�-C 'UMBER SEPT., 2005 AS NOTED C3 I'ROJ NO, 05122 4" BITUMINOUS CONCRETE PAVEMENT: 1 1/2" TYPE IV FINISH COURSE 2 1/2" TYPE II BASE COURSE 6" 12" CRUSHED GRAVEL (COARSE) --COMPACTED SUBGRADE---_ - STABIUZATION FABRIC MIRAFI 60OX OR APPROVED EQUAL 2 OR 3 (OR AS SHOWN ON PLANS) 1 4" TOPSOIL TYPICAL ROADWAY SECTION N.T.S. SIDEWALK WIDTH AS SHOWN ON PLANS 5" CONCRETE SIDEWALK s 1 6" GRAVEL SUBBASE 6• UNDISTURBED SOIL OR APPROVED COMPACTED GRANULAR FILL NOTES: 1. EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS TYPICAL SIDEWALK DETAIL N.T.S. HANDICAP RAMP NOTES 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE ADHERED TO IN THE DESIGN AND THE CONSTRUCTION OF SIDEWALK RAMPS .WHERE SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP (5K OR GREATER) GRADES, RAMP GRADES WILL BE AS MT AS POSSIBLE ( ON LOW SIDE OF DRIVES AND INTERSECTING SIDE STREETS, RAMPS SHALL SLOPE TOWARDS DRIVE OR SIDE STREET 0 2% ) 2. NOMINAL RAID DIMENSIONS: RAMP WIDTH - 6'-0" MINIMUM RAMP SLOPE - 8.3% MA)OMUM STARE SLOPE - 10% MAXIMUM RAMP ONOSS SLOPE - 20% MAXIMUM 3. A LEVEL LANDING (NO GREATER THAN 2.0% SLOPE IN ANY DIRECTION) SHALL BE PROVIDED AT THE TOP OF SIDEWALK RAMPS TO ALLOW FOR STOPPING AND MANEUVERING OF WHEELCHAIRS 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS 5. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE CHANGES) AT TOPS AND BOTTOMS OF RAMPS AND FLARES. 6. VERTICAL DROP-OFF EDGES TO RAMPS YALE NOT BE BUILT UNLESS THE RAMP ABUTS AN AREA WHICH WILL NOT BE USED BY PEDESTRIANS 7. NO VERTICAL "UP" OR "CURB REVEAL" WILL BE PROVIDED WERE THE RAMP ADJOINS THE ROADWAY. B AT MARKED CROSSWALKS THE FULL WIDTH OF THE RAMP OR LANDING SHALL BE CONTAINED WITHIN THE PAVEMENT MARKINGS. 9. WHERE POSSIBLE, RAMP FLARES SOLD BE LOCATED OUTSIDE THE DIRECT LINE OF TRAVEL MOST UKELY TO BE FOLLOWED BY THE VISUALLY IMPAIRED. 10 SIGNS POLES PLANTERS, MAILBOXES, ETC. SHALL NOT BE LOCATED WHERE THEY WILL INTERFERE WITH THE USE OF SIDEWALK RAMPS. 11. WHERE POSSIBLE, SIDEWALK RAMPS SHOULD NOT BE LOCATED WHERE USERS MUST CROSS DROP INLET GRATES, MANHOLE COVERS OR OTHER ACCESS LDS. IF THIS CANNOT BE AVOIDED THEN GRATE DESIGN AND PLACEMENT SHALL CONFORM TO ADA REQUIREMENTS. 12 CURB DRAINAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE THE FLOW OF WATER PAST THE SIDEWALK RAMP. 13. JOINTS WILL BE CONSTRUCTED IN ACCORDANCE NTH CURRENT SIDEWALK SPECIFICATIONS, HOWEVER EXPANSION JOINTS WTHIN THE SIDEWALK RAMP AREA WILL BE AVOIDED WHEREVER POSSIBLE. 14. E.O.P. - EDGE OF PAVEMENT 15. THE PUBIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS. FIELD CONDITIONS AT INDIVIDUAL LOCATIONS MAY REWIRE SPECIFIC DESIGNS DESIGNS MUST BE CONSISTENT WTH THE PROVISIONS OF THIS SHEET TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION PROJECTS AS REWIRED BY THE AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDEUNES. EXAMPLE I: SIDEWALK ADJACENT EXAMPLE 2 : SIDEWALK AND CURB TO CURB SEPARATED BY GRASS STRIP DETECTABLE WARNING LEVEL LANDING W/ DETECTABLE CURB RAMP WARNING B B RAMP A ELL MAX ... • • • • A I I SIDEWALK SS GRAB 3x I••I ••••••• RP MAX CURB MIN. I 1- RADIUS "'t'/VeµgY `t - 6. 0 DRIVES EXISTING GROUND _ - �eNUNG Rr �077V 1" EROSION CONTROL MATTING IN AS SHOp, ti PROVIDE 4-N4 BARS TOPSOIL GRADES DITCHES W/5X STAPLE EXCEEDING PR STAPLE E PER ON 20' LONG 0 CURB CUTS MANUFACTURERS SPECIFICATIONS PG N GRASS LINED DITCH N.T.S. SURFACE CURB CUT DETAIL_ - - - - N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT CONCRETE OR BRICK PAVERS 1/2- R 6" (SEE ARCH. PLANS) BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7" 5" TOP COURSE BITUMINOUS 18 TO°U� 6" CONCRETE PAVEMENT TOP OF CURB (BEE PLAN FOR TYPE OF CURB) 1/2" R. 1/4" R. BASE COURSE BITUMINOUS CRUSHED GRAVEL (FINE) pO° ` TOpOp` END TRANSITION SLOPE CONCRETE PAVEMENT- 7 \ CRUSHED GRAVEL SUB -BASE (COARSE) BEGIN TRANSITION FACE OF 18 '�\✓ SLOPE CURB CRUSHED CRAYEI BASE-� /'E �1 CRUSHED GRAVEL 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS SUB -BABE MATERIAL WITH 1/8" JOINT BETWEEN SECTIONS. - 71/�� ,'.. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED 1. CURBING SMALL BE CONSTRUCTED N to. SECTIONS EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2" FINISHED GRADE OF WIN 1/W JOINT BETNEEN SECTIONS. SPONGE RUBBER OR CORK). ROAD PAVEMENT Z. CURBING E AND SHA L BE $HALL CT CONS OF MAT RI EVERY 4O' AND SHALL BE CONSTRUCTED OF MATERIAL 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. TRANSITIONCURB CONFORMING TO MBHTO DESIGNATION 4-13J (1/2• SPONGE RUBER OR CORK). N.T.S. CURB DETAIL CURB w/SIDEWALK DETAIL N.T.S. N.T.S. 8" MIN. 6" MIN. RAMP B" MAX. CURB RAMP 8" MAX. " �MN, IMNgNG i1 ROADWAY 24Lai ROADWAY SURFACE SURFACE E. MAX. � i;;� 5.D% MAX. BJR NAX ADJACENT B.3x MAX ADJACENT TO RAMP TO RAMP DETECTABLE WARNING DETECTABLE WARNING SECTION A -A SECTION B-B CURB IRANSID N T-0" NIN. TYPICAL HANDICAP RAMP - TYPE 1 N.T.S. CURB SECTION C-C BROOM FINISH ADJACENT SURFACES FULL WIDTH (TYP.) OF RAMP + 8" 2MAX. IC DETECTABLE WARNING PLACEMENT r TRADIRECTION OF TRAVEL 50% MINIMUM TO SQUARE PATTERN, PARALLEL ALIGNMENT 65% MAXIMUM Of BASE DIAMETER M2.4MAX. ADJACENT SURFACE OF RAMP / LEVEL LANDING (SEE O.Y DETECTABLE WARNING NOTE / 5) 0 B•. 1.4 MAX DETECTABLE WARNING DETAILS N. O DETECTABLE WARNING NOTES: BASE SPACING I. DETECTABLE WARNING SURFACES SHALL BE PAID FOR AS SPECIFIED IN THE CONTRACT. 2. CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL HAVE A BROOM FINISH. 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED IN THE DOCUMENTS. 4. TRUNCATED DOMES SHALL BE AUGNED ON A SOUARE GRID IN THE PREDOMINANT DIRECRON OF PEDESTRIAN TRAVEL. 5. FOR SURFACE APPUED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25" VERTICAL CHANGE IN LEVEL IS ALLOWED. FOR CHANGES IN LEVEL BETWEEN 0.25" AND 0.50", A BEVEL WITH A MAXIMUM 1:2 SLOPE IS REWIRED. CHANGES IN LEVEL GREATER THAN 0.50" MUST BE TREATED AS A RAMP - 8.3% MAXIMUM SLOPE. 6. SEE THE CITY OF SOUTH BURLINGTON FOR A LIST OF ACCEPTABLE DETECTABLE WARNINGS MANUFACTURERS AND COLOR FOR ANY WARNINGS TO BE INSTALLED WITHIN THE PUBLIC RIGHT-OF-WAY. DETECTABLE WARNINGS ON THE U.V.M. PROPERTY SHALL BE INSTALLED IN ACCORDANCE NTH U.V.M. REQUIREMENTS. EX. BR. PAVEMENT (BOTH SIDES) MIN EXIST. SUBBASE BOTH SIDES DETECTABLE WARNING DETAILS N.T.S. -ALL JOINTS SHALL BE IF THOROUGHLY CLEANED AND COATED WITH IENT PRIOR TO PAVING EMULSIFIED ASPHALT PRIOR TO PAVING -MATCH EX. PAVEMENT (MIN. 1 1/2" TYPE IV 2 1/2" TYPE II) 1NOTE. NEW BIT. GONG. PAVEMENT t. WE PONIPIGIp1 SMALL MANTNN AT LEASE ONE- MAT CH EX. MATSUBBASE WAY TRAIL AT ALL TYES WRING WORK ... THE R.O.W. 1G, MIN. CRUSHED O K) ( ' MANTENAHLE AND PROTECTION OF TRAIDD DURING WMX WTNIN THE -WAY R.O.W. SHALL E GRAVEL) 7 (,l G BONDED IN ACCORDANCE MTH THE MANUAL OF _ UNIFgiM TRAFFIC CON1X0. GENCES THE LONTRAC SHALL NOT NpN W11HIN THE R.O.W. WTIgUT AINNI-ATE CONSTRUCMXI SPIN. IN I,- 1 ALL BACIffILL - E MADE N SX (S7 UF15 D r ' TRENCH SEE TYPICAL AND COMPACTED TO NOT LESS THAN Sex MANMUM XCAVA ON MIN. TRENCH DETAIL DRY ENSTY AOXAMNG TO ASTM DeYW A A. REPLACE EIDSTING ROAD STNPING AS NECESSARY. REPLACEMENT OF EXIST. PAVEMENT NTS SITE ENGINEER: io- CIVIL ENGINEERING ASSOCIATES INC, J82 H 0 DItAWN2 - miw CHECXED SAV APPROVED SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PR0.1 Ft'I : PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT RFV c #SIR,? I a i41OfSO O6 eU�ih9ton I an I caecTnD I RTsvLVTON I �v/N/ro BAv RIeY19® As P� B7'An colDerm STORM AND ROADWAY DETAILS DATE RAKING NH: NBER SEPT., 2005 BLATB AS NOTED C4 PROI. NO, 05122 SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Section includes: 1. Trench, bachfill, and cwnpoct as ap-IfiW herein and an needed for Inetollatm of underground utilities located 5' outside the buildings. 1.02 QUALITY ASSURANCE A. Use adequate number, of Skilled .orkmen she a e thoroughly trained and nprl-cod in the ...asIly raft. and she ort omplatsly famll for with the epeclfed requirement. and the methods needed for proper performance of the work of this section. B. Use equipment adequate in size, capacity, and numbers to accomplish the work In a timely manner. C. Comply with ell requrements of governmental agwcios having jurisdiction. PART 2 - PRODUCTS 2.01 SOIL MATERIALS A. ill and backBl matrial,: 1. Provide backfill materials free from organic matter and delelrlm, substances. contolning no rocks or lumps r y6' in greatest dimension. 2. FRI material Is subject to the approval of the Engineer. and Is that material removed from excavations or Imported from off -site borrow areas, Predominantly granular,nob-expan,iw soil from from recta and other ddataarion, maU. 3. Do t permit rocks having a dimension greater than 2" within 2of the outside of pipe. 4. Cme lonlew material used for bockfill: Provide vend tree from Organic m told and other foreign moth, and as approved by the Engineer. PART 3 - EXECUTION 3.01 PROCEDURES A. Existing ULIIItiec 1. Unless Mom to be removed. protect active utility line. shown on the drawings or otherwise made known to the Contractor prior to trenching. If aamag.d, repair or replace at no addllontl coat to the 07 r. 2. When existing underground utlltlea whera ich a not .chadufed far removal w obandln t, a encountered In the excavation, they shall be adequately supported and protected from damage. My damage to utilities Mall be repalmd promptly at no additional cost to the Omer. 3. If under semi Ie Interrupted ce a result of work und this wall-., Immediately motors Service by repairing the damaged utility at no additional a,et to the Owner. 4. If edsting utlilles era found to intarlera with the prmamnl facilities being constructed under this emotlan, YnmWiately notify the Engineer and swore him Instruction,. 5. Do not proceed wIth permanent relocation of tithes untl written instructions ore received from the Engineer. B. Protection of persons and property. 1. Barricade Won holes and dwre-lone occurring as pot of the work, and post owning light. an property adjacent to or withpublic oaten. 2. Operate whirring Iighla during hours from dusk to down h day and as otherwise required. 3 Protect structures, utllliea sidewalks, pavements, and other facilities from damage caused by settlement, lalrtl movement, washout, and other hazardsreeled by Operations under this section. C. Dowatering: The Contractor, at all tines. Mall conduct his operations so as to prevent the a cumulatiof walsr, b0. and Show In axcawtlons or In the vicinity on vicinity of excavated and to prevent water from interfering with the progress of qualityy of :von Untler no c-dtlons shall water be allowed to rive In cow trenehea onr pipe hes been placed. 0. Accumulated water, [cc and once shall be prompty removed and disposed of by pumping or approved means. Disposal ;all be led out in a m which moll not create a hazard to public health, norcauseInJry to public r prive property. work completed or In progreat. ar public streets, nor cause any Interferon a. In the use of ,treats and road by the public. Pipes under construction Mail not be used car drainage of ....wNone. E. Maintain access to adja..nt .room at an time. 3.02 TRENCHING A. Care Mail be ez,,i,,d by the Conactto awid disrupting the ratim of ehr xlsting facilities without prior written approval of the Englner. B. Provide Meeting and sharing nmow.ay far protection of the work and for oIn, safety of person .1. 1. Sheeting d bracing required far trenches shall be iern.ved to the elevation of the pipe, but no shooting .III be allowed to be pulled, removed. or disturbed below the pipe. C. A trench Mall be excowled to the required depth and to a width Sufficient to allow far joining of the pipe and ompactlon of the bedding and backfilI matrbl under and Duna ths pipe. Whom feosible, trench walls Mail be vrIlcol. D. The completed trench bottom shall be Finn for Its full length and width. E. If Indicated on the plane r directed by the Enginer, pow f-clotlon material encountered below the normal grads of the pipe bad Mall be removed and replaced with granular backfll. F. Where pips ae to be placed In embankment fill, the excawtlm shall be meals after the embarkment has been pip. above tthe designed f 3 fast grade ofp pthe lus pippediametar o! Ma G. Excavating for appurtenances: 1. Excavate for manhole, and simile, structures to a diet- sufficient to leave at least 12' dear between outer Surfaces and the embankment or sharing that may be an to held and protect the banks. 2. Over -depth e.c tlon beyond such appurtenances that has not been directed will be considered unauthrized. Fill with no, gravel, or Icon concrete ao all ..led by the Engineer, and at no additional cost to the Owner. H. Eva wife, Moll not Interfere with normal 45' bearing splay of foundations. I. All trenching Mall be In accordance with the latest OSHA requirements. J. Where utility runs trawre public property or are subject to governmental orutility company PH lotion, provide death, bedding, cover, and other requirements as col forth by legally can.litutad oulhority having jurlWlctlan, but In no can Isse than the depthMown In the Contract Documents. K. :we trenching occur, In existing lowna m raw turf in ,action, and keep damp. Replace turf upon completion of the backnling. 3.03 BEDDING A. Pipe Bedding Area: Prior to laying pip% bedding material shall be placed to the limits of the ncowllon and to a depth beneath the pipe as apeclf,d. This material Mall be either sand. growl. or crushed Stan. and Mail not contain loge lump. and atones over one Inch In diameter. A. the pipe I. laid. bedding matrial hall to extended to 6' above the pipe and leveled along the width of the trench. 3.04 BACKFlWNG A. Bocknling Mall not be done In freezing weather, with , or when frozen material materials already placed ore from. B. Union otherwise epeciflad or Indicated on the plans, material used for bockflllk)g trenches mow the bedding w Mall be ,unable material which was removed during wtlon w obtained from borow d when compacted Mall make o denew stable fill. The material Mall not contain vegetation, porous matter, ma ee of recta. Individual rest, ore than 18 Inches long or 1/2 Inch thick, w st-.es gmotr than 50 pounds w larger than six Inches In the widest dimension. C. If additional material is required, it Mall be furnished from approved sources. D. Baekflll material shall be evenly spread and compacted in lift. not more than 12 inches thick r as approved by the Engineer. Previouely placed r new material, Mall be moistened by sprinkling. If required, to ensure proper bond and compaction. E. Reopen trenches which new been Improperly backfllled, to a depth as required far proper crnp-tim. Refill and compact s specified, r othrwlae cored to the approval of the Engineer. F. Should my of the work be to enclosed r covered up before It has been approved, uncover all such wok and. after approvals haw been made, rent and compocl as nmalMd, I at no additi...I coat to the Owner. G. Take special tore in backfillIng and bedding operalian. to not damage pipe and pip cabling.. H. No compacting shall be done than the malerlal ie too coat to be compacted properly. Al such, times the cork shall be Suspended until the previously placed and net materials haw arias out sumd-by to permit proper compcatl-., or such other precwlims are token as may be necessary to obtain proper compaction. 1. Sackfll mould Mail be compacted to the following percentages of maximum dry density and the In-Plac. moisture eanlmt ;all not be more than 2% above the optimum moisture content, as determined by Standard Proctor ASTM DOSE. 1. Around ell structures, under roadway paving, shoulder and embankments - 951L 2. All other araaa - BOIL 3.05 TEST FOR DISPLACEMENT OF SEWERS AND STORMDRAINS A. Check a- and aormo-ain. to determine whether dlwOccurredl,cement has Occurred after the branch he. been backMI to above the pipe and ham been compacted as obtained. B. Flesh a light between manholes or. If the manholes how not yin been constructedbetween the location. of the monhale0. by morns of a flashlight r by reflecting sunlight .Ith a mirror. C. If the Illuminated interior of the pipe line Mows poor alignment. displaced pipes, or my other defects, correct the defects to the specified cardltl-s and at no additional cast to the Owner. SECTION 02210 -SITE EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A. Section Includes. 1. All utility and dtework e.cawlian (unless covered In other Nall-. of these specifeatio..), removal and stockpile of lopmol. stabilization fabric, and other 2. simiscellaneous and appurtenant wks. tMor e A `)i 3. Rcodwayparking lot atrvcturtl wcllana. 1.02 REFERENCES A. ANSI/ASTIA C136 - Standard Test Method for Slaw Analysis of Fin. and Cma- Aggregate.. B. ANSI/ASTM 0698 - Standard Test Method far Laboratory Compaction Characteristics of Son Using Standard Effort. 1.03 PROTECTION A. Protect Oman marks and existing structures. B. Protect above and below grade utilities which an to remain. 1.04 SUBMITTALS A. Testing labralory report. indicating that material for backflli meets requirements of this Section. B. Field density lest reports of site fill In place. C. Field density test reports far roadway structural section* In place. D. Stabilization, Fabric: Submit copies of manufacturer's ,p,,M,ollons and Insldlotlm Mstructlm,. PART 2 - PRODUCTS 2.02 CRUSHED GRAVEL A. All materials Mall be secured from approved Sources. mi. growl shall consist of angular and round fragment. of hard durmla rock of uniform gaa]lwy thrmphaal, rw.anmy fr« ham thin elangatW pieces, re e, aisintegrat. .tma, dirt, organs or other ob)actionoble matter. This material Mall meal the following grading requirements: Percent by Weight Sieve Designation Passing Square Mash Sieve Fine 2' 100 1 1/2' 00 - 100 No. 4 30 - 60 No. too 0 - 12 No. 200 0 - 6 C--: 4' 95 - 100 No. ♦ 25 - 50 No. 100 0 - 12 Na. 200 0 - 6 2.03 AGGREGATE SURFACE COURSE A. Aggregate for ..He- rw and Moulders Mall .-.;at of dean, hod grant, wined gravel a crushed atone. It Moll be r--.Wy free from Ill, loam, day r organ]. matter. It shall be obtained from approved sources. B. Grading. This material shall be unlf-mly graded from coarme to fine and shall meet the fdlowNg grodirg requirement.: Percent bY Wei ten Slew Designation Passing Square Me h le 1 1/2' 100 1' GO - too No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.D4 COMPACTED FILL/GRANULAR BORROW A. This material Mal be free of Male, day, bloble material, debris, and organic molter, graded In accordance with ANSI/ASTM C136 within the following limit.: Percent by Weight Slew Designation Passing Square Mean Slew 6' 100 3/4' 75 - 100 No. 4 20 - 100 No. 11 0 - 20 No. 200 0 - 12 L05 GEOTEXTI E STABIUZATICH FABRIC A. This work Mall consist of furnishing and placing on approved stabilization fabric an a prepared surface within the limits .Hewn an the plane. The fabric .Hall meet, or ..and the following properties: 1. Grab tensile strength (ASTM D-4632) - 200 lbs. 2. Grob tensile elmgotkn (ASTM D-4632) - 15% 3. Puncture Strength (ASTM D-4833) - 120 lbs. PART 3 - EXECUTION 3.0I PREPARATION A. Identify required Pro , Lents, contours, and datum. B. Identify known below grade uffiltes. Stoke and flag locations. C. Maintain and protect existing utilities remaining which pass through work area. D. Upon disc, Yof unknown ulli<y or c-ceded <mallbno, dlecantlnue alfmold work; notify Engineer. 3.02 EROSION CONTROL A. Erosion cmtrol must be Installed prior to beginning my arthwork operations. 3.03 TOPSOIL EXCAVATION A. Excavate topsoil from areas to be -voted. re -landscaped regraded and stockpilo In am,, designated o, site or ae directed by the Engineer. B. Maintain the stockpl, in a manner whim moll net metmat the natural flow of drainage. 1. Maintain Stockpile free from debris and trash. 2. Keep the topsoil damp to prevent dust and drying cot. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded in accordance with plane. S. Excavate subsoil required to accommodate building foundotions. slobs on grade, site structure% construction operations, roads, and parking area,. C. Grade lee perimeter of -covatim to prevent Surface water from draking Into excawUon. D. Notify Engineer of unexpected subsurface eonditlons and discontinue affected work in we, untl notifloo to resume work. E. Canal or... ot- awt*d by error - directed by the Engineer at no vxc cost to the Owner. 3.05 DITCHES A. Cut accurately to the trees -sections, grades, and elevatlons shown. B. Maintain exeowtions free from detrimental quantities of leave% .lick., ts.M. and other debris unit completion of the work. C. Dipose of excavated material. as Mom an the aping. Or directed by the molls Engineer, except do not. In any cose, deporiola OAK mat leless than three /cot ham the edge of o ditch. 3.06 !EMBANKMENTS AND BERMS A. When MrIbmkmenls an to be made an hillside, the slops of the original ground on which the embankments are to be constructed Mall be stopped and properly drained as the AP Is constructed w that adverse of the dap.. do not occur. S. Any excavated rock. IWge, boulders, and stone, except where required In the "hotrvetlon of other Items or otherwise directed. Moll be used In the construction of embonkmenb to the extent of the project requirements and generally shall be placed w ors to form the ban of an embankment C. Frozen material shall not be used In the construction of embankments. nor Mall the embankments ar Su ces lve layers of the embankments be placed upon from material. Placement of molelal other than rock Mall stop when the sustained air temperature. below 32 degrees Fahrenheit, prohibits ed comIf the material Ise oteeerwtl rine, ucpptade.gilrMalI be Stockpiled and rend far future wa when It, candilthe ian Is acceptable far use in embankments. D. SAM an embankment is to be constructed ore a swamp. muck, a s of unstable Sees, the mwitable moterid shall be excavated to reach mole of adequate bowing capacity and the embankment begun. Alternative method% ouch as use of a stablllzolion fabric In place of excawti- and backnll, may be utilized only after approval o/ same by the Enginer. E. Material being placed In embankments Mall be placed in horizontal layers of uniform thickness acroea the full width of the embankment. Slump% taw% rvabieh, antl other unsullable material Mall not be placed In embankments. F. Embankment area. Mall be placed In eight -Inch lifts. Effectlw spreading equipment Mall be used on each layer to obtain uniform thickness prior to compact]-. Each layer Moll be kept cr vend to shad water to the outside edge of embankment and emtlnuous leveling and manipulating all be required to assure uniform dent fly. The entire are of each layer shall be unlf-ably compacted to at least the required minimum density by use of compaction equipment consisting of rollers, compactors, m a combination, thereof. Earth -moving and other equipment not .pacifically manufactured for eoP..li- purposes will not be canside-al as compctbn quipment. G. All fill material shall be compacted at a moisture content [table for obtaining the required density. In n Mal the moisture content In each layer under construction be more Nan three percent above the opUnn moisture content and shall be less then that quantity that will cause the embankment to bxane unstable during compmtlon. Sponginess, hating, or other displacement under heavy ha ll all be considered evidence far an engineering determination of lack of stmnlY under this requirement, and further placement of matrial in the are affected Mall be slopped w retarded to allow the material to slablil- H. When th, moisture cmlent of the material in the layer under anatmotion Is lass than the amount necessary to obtain satisfactory campoction by mechanical compaction methods, water Mall be added by pressure distributor, or other approved equipment. Water may also be added In excavation or borow pit. The watt Mall be uniformly and thoroughly incorpratea into the moll by disc, harowing, Wading, or by other approved methods. This manipulation a be omitted for Sande and gravel. When the moisture can At f the material Ie In zc .. of three percent above optimum moisture cmtentdry moteriol Mall be th-mghly Incorporated into the wet material, or the wet material Mall be aerated by disking, harrowing, blading, rotary mixing, or by other approved methods; W compaction of the layer of coat material Mall be daferW until the layer has dried to the required moisture content by evaporation. 3.07 COMPACTION REQUIREMENTS A. All backflls and All, Mall be compacted In even lifts (12' maximum) to attain the required densities as Wkw c Standard Procter Location ASTM D-698 Subgrade and Gravel for Roads and Parking Late 95% General Embankments 90T 3.08 MAINTENANCE A. All earthwork should be checked periodicolly to see that slopes are in good condition. Any rills or damage from calm d wanimal burring should be repaired Immediately to awid further damage. If weep, develop an the sWmm. the ores should be evaluated to determine If the seep will as notable condition. Subsurface drain, or growl mulching t y be required to solve seep problems. Diversions. berms, and walervwy. In the land grading area Mould be checked to we that they are functioning properly. Problems found during the Intpections Mould be repaired promptly. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL Lot SUMMARY A. Small.. Ineludea 1. Concrete Garb. 2. Concrete Sidewalk. PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete shall haw a minimum compres.Iw strength of 4,000 pal of 26 days and Mall canforn to the requirement. of Cast -In -Plata Concrete. 2.02 ADMIXTURES A. Air -entraining admixture shall ,at or exceed ASTM C280. Air content Moll range from minimum of 5% to 7% maximum. 2.03 EXPANSION JOINT MATERIAL A. Exp... [on pint material shall be premdded bituminous filer, cot l conform with the roc -nation of the curb. PART 3 - EWCUTION 3.01 CONCRETE CURBS A. Excavation Mal be made to the required depth and the bone materialupon which the curb Is to be coM l all be compacted to a firm, even Surface. All soft and unsuitable matrlal Mall be removed and replaced with Suitable material Mich shall ins thoroughly compacted. B. Insttllotlon: Th, curo .nail be cot so that the front top line Is in doss conformity to the line and grade required. All al e in the curbing Mail ail be lies and ants thoroughly the material for the bad course. C. Mixing and Placing: Compaction of concrete placed In the forms Mall be by spading or other approved methods. Farm, man be left In place far 24 hoursor to the concrete has set .ufndrtly me that they can be rm end without Injury to the curbing. Upan removal of he forrh% the curb Mall be Immediately rubbed down to a smooth and uniform Surface but no plastering all be Permitted. For this work, competent and skillful finisher, Mall be employed. D. Sections, Curbing Mall be constructed In sections having Suniform length of tan fast d. unless oth"- ordered ections Man be separated by ap- Joints 1/8 Inch this except at expansi- Joints. E. Expansion Jolntc Exp-.Ion Joints shall be formed at the interval, shown an the plan. using a pre -formed axpan.lon Joint I lor having a thlekn.n of 1/4 Inca. They Mall be con.truclW of 20 feet Intervals as directed by the Engineer. When the curb Is c eiructed adjacent to a on concrete pow` ent, expansion joints Moll be located app expansion joints In the pavement. F. Bookfilling: After the .-vela has cot Sumekrrlly, the spaces In front and back of the curb shall be Riled to the required elevatf- with layers of not more than six Inch,, of the some material ow the bedding and thoroughly tamped. G. fie Centracta shall protect the turn and keep it in alignment until the tompl,11- of the contract. Each curb which is damaged at my time previous to find acceptance of the Lark shall be removed and replaced with Satisfactory ourb at the Contractor'. events. 3.02 CONCRETE SIDEWALKS A. Excavation and Foundation: Excavation Mail be made to the required depth and to a width that will permit placing of bed satires material and the Installation and brodng of the forams. Bed course material shall be placed to the depth and nation shown on the plans. When the layer required exceed, six Inches, two Ioyere of approximately equal depth Mall be placed and each layer thoroughly compacted w that R Is hard and unyielding. The wafting of bad course material may be mqu[red to obtain the compaction. B. Finlehing: The surlace Mall be MIMW with o woolen float. No plastering .11 be permitted. Tha edges shall be rounded with an dgr having o radius of 1/4 Inch. The surface of the ald-Ilk, after the floating and Wading process is completed, Mall be MishW with a broom of a type .pprowd by the Engineer, drawn over the Surface parallel to the transverse joints. Special texturing on sidewalk ramp, Ma11 be installed in accrdo-, with construction plan details. C. Joints: Union oth-loo Indicated an the plane or directed by the Engineer, e.p-si- Joint. Moll be placed every 20 preasura in sea Flexibility of the pint Mall be feet maintained after burial. Glands Mall be manufactured of ductile Iron, and haw a minimum working pressure of 350 psi. Expanslan Jointa Moil be formed around all appurtenances Twist off nuts (i.e. mega -lug) or equal shall be used to ,uch as manholes, utility poles and other obstruction, ensure proper actuating of the restraining devices. extending Into and through the sidewalk. Pre -famed Pint Contractors may also use approved grip ring (or equal) Bier 1/4 Inch thick shall be installed in thew joints. Expansion Joint filler of the thicknw, Indicated Mail be retainer glands. Installed between ca ...is sidewalk, and any fixW structure D. Bolts shall conform to ANSI Specification A21.10. such as o building or bridge. This expansion Joint material Man extend for the full depth of the walk. E. Pipeline couplings sholl cmform to AWWA Standards C110 Between the epanelon joints. the Sidewalk Mall be divided and ANSI A21.10. Mechanical joint connecting peices of t inlrwls of five feet by dummy joints famed by o proper diameter seal be Installed in accordance with the jointing to or other acceptable means as directed !o manufacturer recommendations and at locations directed by provide grecwa appr Im.t.1; 1/8 Inch wide and at Ieust 1/3 of the depth. the plans or the CND Retail Superintendent, When the sidewalk Is constructed next to a concrete or F. All fittings Mall be wrapped in plastic and haw concrete granite curb, asphalt treated felt shill be placed between thrust blocks poured In place, sidewalk and curb for the depth of the sidewalk. 2.04 TAPPING SLEEVES AND VALVES D. Curing: During the curing prlod all traffic. both pedestrian and vehicular. Mail be excluded. Vehicular A. The CND Wholesale Deportment shall be notified whenever a traffic Mall be secluded far such additional time as the proposed tap Is to be made on any CND transmission main Engineer may direct. within the district. E. BaclrBling: Before the conrale he. been opened to traffic, the space an each side of the sidewalk Mall be B. Only approved tapping companies shall be allowed to parfarm backNhid to the required elevation with Suitable moterid, wet taps on any CARD cr South Budinglm water mains. firmly compacted and neatly graded. C. All materials used when tapping far a branch connection r Interconnection from my Champlain Water District w South SECTION 02700 - WATER SUPPLY SYSTEM Burlington water transmission or dlslributim pipelines ,hall b. spe.lflld below PART 1 - GENERAL 2.05 TAPPING SLEEVES 1.01 SUMMARY For use m existing aabes 09 cement, gray cast Iron, ductile iron or PVC C-900 pipe: A. p Includes: 1. Pi A. Topping Mall be of the lit sleeve deal 2. Hyydranteriols constructed with two solid half- 1-ve. bolted together. 3. Volwe 4. IT tinge Sleeves shall be constructed of ductile iron,Mall how a working pressure of at least 150 psi, and Mall 5. All other appurtenances necessary ess y to templets the water havemechanical Joint ends with and and side gasket seals. main system ae Mom oh the Contract Plana. B. All Iron body lapping 1.02 SUBMITTALS sleeves Mall be provided with a 3/4' NOT test plug, or other provisions must be made for air testing the calve and sleeve at maximum working pressure, A. Product Data: Submit published data from manufacturers of prior to tapping. products and acces lee specified, Indicatingreompliance C. All bolts for with requirements to the Engineer and local municipality. and oafs mechanical Into ai topping sieews Io pPn9 shall be of high-strongth cant Iran or high -strength, low- 1.03 QUALITY ASSURANCE alloy steel conforming to ANSI/AWWA Clll/A21.11. A. All materials and the installatlm procedure Mall be In D. All bolts and nuts for flanged joints of tapping sleeves accordance with the Department of Environmental shall be of high -strength, low carbon steel cmforming to Conservation, Water Supply Division and the applicable ANSI/AWWA C110/A21.10. mptructim oralnoncea of the local municipality. PART 2 - PRODUCTS E. All bats and nuts Mal be Bound, dean, and cocted with a t-r-fi tant lubricant; their surfaces Man be free of Objectionable protrusions that would Interfere with Nair 2.01 GENERAL fit in the made-up mechanical or Ranged Joint. A. Furnish ells, test, reducing tees, ryes, couplings, Increasers. crosses, Van. times and end cape of the come 2.06 TAPPING VALVES type and close of material as the condu]l, r of matrbl A. Tapping wlws shall conform to ANSI/AWWA C509 Standard having equal a superior physical and chemical properties o. for Resilient -Seated Gate Valves for Water and Sewage . eptable to the Engineer as necessary to cormplete the Systems. xc pl as modified herein. Valens Mall sum water ,yet-. ountwclockwlw and Mall haw a minimum working pressure of 150 pal. Inlet flanges shall be Clow 125 conforming to 2.02 DUCTILE IRON WATER PIPE ANSI Specifcation 816.1 r ANSI/AWWA CIIO/A21.10, and A. Pipe shall be Ductile Iron Class 52 (sizes a. Mown on mile t connection *hall be Standardized Mechanical Joint units$ specified otherwiss on the drawings for the the plans) conforming to current ANSI/AWWA C151/A21.51 type of pipe required for the branch or lateral pipeline. latest ravisim. Larger size mains will be required If n y to Ilow withdrawal of the required Are flow while B. Tapping calves over sixteen inches (16") diameter Mall be Intathing the minimum pressure pwlfled in the VT Water Installed with their stems horizontal. Mall be equiped with Supply Rule, Chapter 21. S.I.I. My proposed dporture fern rollers, track. and scraper., and Mall be provided with minimum requirements Mall be jatifisd by hydrauPC analysis and future water use ass eemenl, and will be considered only bypass valves unless otherwise eecifed. In special circumstances (VT Water Supply Rule, Chapter 21 C. Buried tapping valves Mall be provided with a two Inch (2') 8.1.4). Push -on joint pipe Moll be minimum thickness Claw 52. Push -on Joint accessories Mdl conform to square wrench nut and Mall be Installed with a cast Iron calve box o required to allow positive access to the valve operating applicable requirements of ANSI/AWWA C111/A21.11. nut at all times. In Installations where the depth from grade to lop of -I- opratlnq nut le greater B. Pipe shall be cement mortar lintel on the Inside In Ion stem rlaar Mall be provided and Installed h accordance with ANSI Specification A21.4 except that the the depth horn valve stem riser nut to grade Is r cament lining thickness Mall not be less than 1/8 Inch. A to six feet (4'-8'), (minimum length of valve Star,rise(//�_� V plus tolerance of 1/8 Inch will be permitted, two feet (2')). Volve stem rfer Mall be of high strength stud and of welded construction. C. Pipe Mall be given an exterior petroleum asphaltic cacting In accordance with ANSI AWWA C151/ANSI A21.51. D. All cmtractm (r others) Who apply to Champlain WO* District for water line tapping permits hall submit co ' D. Four -Inch (4") and six -Inch (6") pipe Mall haw no less than (2) of the tapping material they Intend to u,e bras. wedges installed at each joint. Eight -Inch (B') and larger twificationff at the tlme the tapping permit application is submitted on pipe shall how n less than three (3) brow wedges Installed at B 1/2' x 11' Mop drawing Meets eachwedg 9 joint. Conductivity blade may be Installed In place w E. t _ rr All bolts and nuts d with all pipe minwe r�1 final tightening ana imating. be brush coated few ll✓ O" E. When a pipe material It specifically P D y y noted on the cthe bitumostie cold -applied material to thoroughly cover all drowinge, the eontroetorleveloper Mdl not haw the option opt exposed Surfaces of the bolts and nuts. of 01112mg any other pipe material. Galvanized pips fittings 2.07 GATE VALVES-RESIUENT SEAT shall not be used In any wets syet= owned or maintained by the CAD within Retail Department ar the distribution syetem of the City of South Burlington. A. Valves, shall be manufactured to meet all requirements of AWWA Specification C5D9. Valwl twelve inch.. (12') and smaller Mall be bubble tight, zero leakage at 200 pal The CND RetailSuperintendent reserves the option of requiring working pressure. Valves shall haw non-rleing stems, open pellyelhylene, pipe deeve enc.-Ants and/or alternate pipe counlr clackwiee, and provide a two Inch (2') square materials In known or supected corrosive .all condition.. aperoLing nut with Grow, cost In the metal Indicating direction of pening. Each calve Mall haw maker'. name, prb um ling and year In which monolectured cast on the body. Z03 FITTINGS Prior to shipment from the foclrW each calve shall be tested by hydrostatic pressure equal to twice the specified A. Ductile Iran fillings sholl conform to ANSI/AWWA CIIO/A21.10, woricKmnieEypres pressure.Gets Aires Met be Mueller, Cramer, 350 PSI working pressure. Ductile Iron fittings larger than twelve Inches (12") Mall how a standard body length equal to Class 250 Cast Iron fittings. Cast Iran Claw 250 B. Buried wlvws Mall be installed with a gate valve box. fittings will be allowed In lieu of ductile Iron fittings than twdw inches (12"). Ductile Iron fittings C. Gate valves Mall normally be placed a maximum of flee hundred larger ollerated for 250 p.s.I. However, twelve Inch (12") feet (500') apart. Tee Intersectims Mall haw a minimum of three (3) gate valve. Gross sections (fory way Intersections)an d emailer may be rated far 350 p.s.l. with the use of special gaskets. All ductile Iron compact fittings shall shall haw a minimum of four (4) wlwe. conforming to AWWA/ANSI C153/A21,53 standards. D. The CND Retail Superintandenl may require oil bolts, SEWS B. Anchor tees shall be standard mechanical joint tees except Q.d nuts be made from a corasion resistant -material Such that the branch is plain Class 250 cast Iron or Class 350 low -zinc, nlckal-copper alloy m stainless steel In known a suspected corrosive son conditions. ductile irm, cement lined, cmforming to ANSI/AWWA Clio/ A21.10. C111/A21,11, and C104/A21.4. Anchor ins Moll be 2.08 VALVE BOXES Clow F-1217, U.S. Pipe 1.15-92 or equal. C. Mechanical ,blot restraints shall be Ineorporald Into the A. Valor boxas Mall be of the thrse-piece Cast Iron elide -type with a Inlmum Inside shall diameter of five and one quarter design of the follower gland and shall Include a restraining Inches (5 1/4') and a six foot IS') trench depth. Valve boxas mechanism which, when actuated, Impala multiple Wiping action against the pipe Increasing Ito resistance ae the shall not transfer lode onto iha col w. B. Valve boxes Mall haw a cast Iran cover, marked 'WATER'. The boxes shell be dirt tight with the top of the cover flush with the lop of the box rim. SITE ENGINEER: r 1 UVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 S11: e. 1e I., MJW CHECXRD SAV APPROVED SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT EIVEV 12006 BUriin to 9 n DAYI ' CBeGIDip I R6yI6I0N I/1P/M 9AV Al AB PER M come - SPECIFICATIONS RATI DRAWING NUMBER SEPT., 2005 AS NOTED C 5 PROD. No. 05122 countersunk Dross Pentagon plug for paved crate arena, and standard two hole. for grass cur a. Curb box couplings and extension. wAl be the wend material a the curb box. Both c and upper s lion of the box shall be able to be located with any aqua type metal locator. F. All service connections shall be installed to the curb stop for all building at. before the street le poll 2.13 BACKFLOW PREVENTION DEVICES A. Now ter service connection shall be approved or maintained by the CWD Retail Deportment, the City of South Burlington or the Village of Jericho unless the water supply Is protected as required by State laws, regulations and ordinances. The type of protective device shall depend the degree f hazard that exists. In general, backflow, devices designed to protect potable water supplies In accordance with national plumbing codes for r n-health hazard toss connections and continuous pressure applitatlons shall becued, Ise. Watts Series 007 or approved equal. it. Series 709 Double Check Valve Assembly or approved equal shall be installed on all sprinkler systems. A shop drawing detail assembly showing backf1ow devices and meter placement, shall be required by the CWD Retall Superintendent. 2.15 PIPE BEDDING A. Water linen shall be laid and maintained on lime and grades established by the plane for the project Pipeline trenches shall be excavated to the width and depths shown an the plan tpicals. Pipeline trenches In which pipe Is to be laid directy an the trench bottom shall not be excavated entirely by machinery, but shall be finally excavated by hand tools much that the trench shall haw a bottom shaped to support the pipe throughout Its entire length by firm and undisturbed material. Pipeline trenches, for which bedding Is required, may be excavated to the required depths using machinery. No pipe shall be laid directly on ledge, hard shale or awry compact glacial Ill. When n unstable trench bottom Is encountered and the CAD Retell Superintendent determines that It cannot support the pipe adequately, on additional depth shall be excavated and refilled to the pipe Invert with chapproved material at the contractor a expense. Pipeline trenes shall be dry during the laying of pipe. Wood supports under pipe shall be removed prior to backfllling. Pipeline Instollotlon procedures can be found in AWWA Standard C600. B. Bedding material shall consist of crushed or natural atone conforming to ASTM D2321. Stew Percent Passing 1' Screen 100% 3/4' Screen t00% 1/2' 90 - 1DOX X' Screen All, 70X 4 Slow 0 - 15X C. Bedding and blanket material shall be Class II material (ASTM D2321) con Islinq of clean, granular material (vend), particle *lie limits tlemerlbed as follows: Sieve Percent Passing No. 4 100X No. 100 3OX No. 200 12X 2.16 PIPELINE INSULATION A. Approved waterine. with less than live fast (S) of cover over the crown, that cr storm sewhere Indicated on the plan., shall be protected aga]at freezing by the inatellotion of four Inch (e) thick highest available density extruded poly.tKene Ineuloting sheets a equlwlwt. Shalt. hall be the total width of the trench, for a typical four foot (4') trench. The sheets shall be placed six inches (6') above the crown after p=erl o/ four to ei, Inches (e - 6') of clean medlum or sand below the pipe bottom and four to six Inches (4' - 6') above the crown. Joints shall be overlapped so Mere Is no gap that will allow frost to Penetrate. Care shall be ezerclsed during Dackfill and compaction over the polystyrene sheets to prevent damage to the sheet:. The polystyrene sheets shell meat the campreh- I. strength requir--ta of ASTM D1621-73. In he cases shill the waterline haw less than four feet (AV) of cover over the top of the pipe. 2.17 POLYETHYLENE PIPE ENCASEMENT A. Polyethylene pipe encasement may be required In areas of cornlw sells and shall conform to current ANSI/AWWA C105/A21.5 Specifications. Minimum material requirements far the polyethylene film shall be high density, cross laminated virgin polyethylene 4 hill film. The CWO Retail Superintendent serene areas right to specify Polyethylene pipe. C-900, in are of cwresive molls. B. The polyethyyl1• a encasement shall prevent contact between the pipe w fitlings and the surrounding backflll and bedding material and shall be Installed as outlined in Section 4.1 of the obove ANSI/AWWA standard. 2.21 CONCRETE FOR THRUST BLOCKS A. Concrete shall be Portland Cement concrete of 2.500 pal minimum 28 day compressive strength. ASTM C-94 epeciflcation for transit mixed concrete shall control the concrete quality. A maximum water cement ratio of 6 gallons per muck and a maximum slump of four Inches (4') will be allowed. 2.22 INSTALLATION A. Contractors shall notify the CWD Retail Superintendent and Dag Safe of least sewn days prior to any work an the water system. B. Skilled workers experienced In much work shall Install all It me. Toole hall be adequate for the work and in good conditlon so to produce gad, dean cut threads of the correct size, pitch, and taper. C. Installation of all water lines shall be in accordance with the latest -.1. of AWWA C600. D. Connection to on existing water main hall be done under the supwvlslcn of and with the approval of the CWD Retail Superintendent. It is the applicant's, developer's, or owner of cord's responsibility to secum ALL mecesmary connection permits and pay ALL applicable fees to make the connecton, and to coordinate all parties involved In the process. The engineer and the CWD Retail Superintendent shall be notified at least two working days In advance of the intended connection time. No •ximting valves• hydrants, curb stops, etc. shall be operated without prim approval of the CWD Retail Superintendent. The CWD Retail Department shall operate all Iws Initially to ensure the Integrity of the calve. The CND Retail Department may than allow the contractor to operate those wlvee. Any damage oaurring after the use of any wlw operated by the contractor shall be the contractor's responnlbility. E. Care shall be taken to prevent damage to Iws d other appurtenances during handling d installation. All materials .hall be carefully Inspected for defects in workmanship and materials; all debris and foreign matter cleaned cut of calve openings, etc.; all pooling mechanisms operated to check their proper functioning, and all other nuts and bolts checked for tightness. Valves and other equipment, which do not operate osily, orore otherwise defective, Mall be replaced. All valves shall be carefully Incorporated Into the water main and supported in their respective positions free from all distention and strain. Valves and calve boxes shall be at plumb. Valve bozea, beside. being plumb, shall be centered directly over the wlwa. F. All pipes showing cracks shall be rejected. If cracks occur In the Pp., the contractor may, at his own expense and after approve of the CWD Retail Superintendent, cut off cracked portions at a point at least twelve Inches (12') from the viable limits of the crack and use the sound portion of the pipe. G. All water mains shall haw no less than six feet (6') of cover unless waived by the CWD Retail Superintendent. The pipe all De laid to c fans to the lines and grades Indicated an the drawing. or given by the Engineer. Each pipe shall be laid so to form a dose joint with the next adjoining pipe and to bringthe invert, continuously to the required grade. In no des small the waterline haw less than four het (4') of cow over the top of the pipe. H. Temporary support, adequate protection, and maintenance of all underground structures, drains, mowers and other obstructions encountered In the progress of the work shall be provided at all tes. If utility service is Interrupted as a result of work for the project, the contractor shall Immediately restore service by repairing the damaged utlity at the contractor's expense. I. At all times, when pipe laying Is not actually In progress, the open ends of the pipe shall be closed by temporary watertight plugs or by other approved mean If water Is in the trench when work Is resumed, the plug shall not be removed until all danger of water entering the pipe hoe passed. During construction' the contractor shall conduct operations so as to prevent the accumulation of water, Ice, and snow In the Vicinity of excavations r In the vicinity of excavated area,, and to prevent water from interfering rich the Dr.;mea on d quality of the work. J. Under no conditions shall water be allowed to rise in open trenches after pipe has been laid. K. Accumulated wet' . Ice, and snow shall be promptly removed and disposed f bpumping or other approved mears. Disposal shall be carried out in a manner that will not create a hazard to public health, nor cause Injury to public or private property, not completed seany inlerlfor-cc' in%the useblic wilmota. of streets Disposal road, by 'he the public. Pipes under construction shall not be used for drainage of excavatlons. L. Any deflection of joints In pipe up to twelve -Inch (12') diameter shall be within the limits specified by the manufacturer, but not to exceed flw degrees or nineteen inches (19') per eighteen feel (16') of pipe length. M. Concrete thrust blocks !hall be Installed on all hydrants, plugs, taws, and bends deflecting 11 1/4 degrees or more. Concrete thrust blocks shall be used In conjunction with 'Mega -Lug restraining glands a equi-lant Care shell be taken to ansurs that Concrete will not cam Into contact with flange•, joints, or bolts. The required area of thrust blocks shall be idlcated on plan tpials and approved by the CWD Retail Superintendent. Concrete shall be placed against undisturbed wN. Wooden site farms or equal shall be provided for thrust blocks. No backflling shall be allowed until concrete masonry has set sufficiently. Where directed by the CWD Retail Superintendent fengine, concrete encesemanl of the waterline may be made or erstream crossingsand similar purposes. Where required an the plans was directed by the CND Retail Superintendent or engineer, a concrete cradle shall be used to bolster and ,trwgthen the pipe. The CWD Retail Superintendent or his designee shall Inspect all thrust blocks prior to backfllling. N. All trenching safety standards sholl be In conformance with all applicable Stale and Federal guidelines. Thou contractor shall be solely responsible for any safety citations by Slate or Federal Inspectors. 0. There shall be no physical connection between the distribution system and any pipes, pumps.hydrants, or tanks that are supplied with water that 1% or may be, contaminated. P. As necessary. temporary PVC markers shall be supplied at all gate valves, curb boxes, and at the end of water lines to a minknum of twelve Inches (12') above finish grade untl accepted by the CND Retail Superintendent. 0. All surplum material and debris shall be removed as the project progress@@, leaving all area. clean and presentoble. R. Unless otherwise required, all paying and sidewalks that may be damaged during construction shall be replaced with the memo kind of material that previously existed. S. The contractor shall be responsible r protection of ep for Toper and art on the et. The contractor shall persons property project. barricade pan holes and depressions adjacent occurringrap rt part of the push, and post warning lights on adJo<ant property to or rIM patina aaaees. T. Warning lights shall be operated during hours from dusk to dawn and as otherwise requested. U. The contract- Moll protect structures, utilities, sidewalks. povamwts, and other facilities from damage caused by settlement, lateral mo ant, ashout, and other hazards created by construction operationt. V. No water lines shall be Installed after November 15 or before Apr, 1 without prim approval of the CWD Retail Superintendent. The CWD Retail Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. The CND Retail Department Superintendent may not allow excavating for water mains during the winter months except by special permission for emergencies. 2.23 BACKFILLING A. Trenches shall be backfllled to eubgrode with, wherever powible, material excavated from the trench, and shall be done only after the approval of the Retail Superintendent. Material for backfllling Mall be free of roots• stumps, and frost. Bockfnl shall not be placed an frozen material. Material. used for backfllling trenches shall be free of stones weighing more than thirty (30) pound•. No stones measuring over three Inches (3') In the longest dimension mhall bon placed with]. on. foot (1') of the pipeline being bull Stores found in the trench Mall be owd for a depth of at least six Inches (6') below the bottom of the pipe. In general, use of blasted rock as trench backflll will not be permitted. B. Baekfill material shall be tamped In layers around the pipe to a sufficient height above the pipe to adequately support and protect the pipe. Bockflll fen pipelines shall be placed In twelve Inch (12') lifts• each lift belnq eompacted to not less than 95% of maximum dry danslty as datarminad by the AASHT07T-99 Standard Pracler. If conditions warrant, the backflllinq of trenches may be done with mechanical equipment. Particular pmzoutlono shall be taken In the placement and compaction of the backflll material In order not to damage the pipe• pipe coating or structure. The backfll shall be brought up evenly. Around valve boxes• the backflll shall be tamped to a distance of four. fast (C) on all .Ides of the box• or to lha undisturbed trench two, If law than four fast (4'). Backfilling In all public roadway. Mall be ma compacted ors to leave no depression In the read. Additional backflll requirements may poly within State Highwaya Rlglrt-of-Ways. All Dubllc road surfaces shall be restoed to condition at least equal to that which existed prior to the start of onstructlon. Precautions shall be taken against undue damage to existing surface material, C. No compacting shall be done when the materlaI Is too wet to be compacted properly. At suchtimaa the work shall be suspended until the previously placed and new material. haw dried out sufficlanlly to permit proper compaction, w much other precautions aro taken as may be liti y to obtain proper compaction. r D. Surplus excavated materials shall be disposed of in a satisfactory the Inspection after receipt of this list. Incomplete work an the 1.02 REFERENCES amanner Surplus material or spol shall be removed promptly ud disposed of so as not to be objeetlonable to abutters or the system shall not be included in the Initial Inspection, but shall be inepectetl as the project continues. The contactor shall repair, general public. place or retest promptly as directed by the CWD Retail p Vermont Agency of Transportation Standard Speciflcatiwa, Superntendent and without further charges• all work equipment, 1990 Edition. E. Trenches that haw been Improperly properly backfllled, enclosed or malerlols or parts, which may fail during the one year warranty cowed before inspection of fittings and 'pints shall be reopened period. 1.OJ PROJECT CONDITIONS and re-backfllled at the contractor's expense. B. A finalwalk-through Inspection shall be conducted by the CWD p Bituminous concrete shall not be placed between November 1, 2.24 WATER/SEWER SEPARATION Relay Department prior to the water system being accepted for and May 1. Material shall not be placed when the air A. Water mains crossing sewers shall be told to provide minimum w hip by the system owner. This inspection shall include but not be limited to: temparalure al the paving site in the shade and away from artificial neat Is 40 degrees Fahrenheit or below or when vertical distance of eighteen inches (18') between the outside of the granular au base Is at. the water main and the outside of the sewer line. This shall be 1. Volv@@, n and orb stops operating propery. s the con where the water main Is either above or below the es and set plumb and t proper elevations. hydrant 3, Plate boxes and nozzle height Dow grade. PART 2 -PRODUCTS At crossings, a lull length of pipe shall located so 4 Proper opening per hydrant opening dlrectlw, nozzle thread, and barrel 2.01 MATERIALS wilbe le both joints wall be as for from the sewer possible. This cola. for vertical separation shall be maintaineddfor that portion of the 5. Proper distance from the face of the curb of hydrant A Bituminous materials shall conform to the requirements of water main located within tan feet (IV) horizontally of any sewer nozzles' the Vermont Agency of Transportation Standard Specafla0as It crowss. Water mains must be laid at least five feet (5') 6. Static and residual hydrant pressures and flow rates. (VAOT). horizontally from any existing or proposed storm sewer and ten 7. Coro boxes Inside ROW, eel to grade, containing operating /set (10') from any existing or proposed sanitary sewer, od, and plumb. B. Tin information and record drawings complete and VAOT Bituminw, Concrete Paving Section, 1. Course Aggregate 704.10 n it le impossible to obtain horizontal and vertical separation B. When submitted. 2. Fine Aggregate 704.10 an w installations, both the water mainand sewer mom shall 9. Material testing results, lab reports, manufaetureri 3. Mineral Filar: 704.10 be constructed of w terwarka material with watertight joints and certificates, and leakage test results complete and on file. 4. A.phall Cement: 702.02 shall be pressure tested before backfllling. A PVC allow ay be n required for one or both mains In addition to the waterworks 10. General appearance and restoration. 11. Submittal of As-Bullts In hard copy farm and Auto- 5. Emulsified Asphalt RS-I: 702.04 aterlol. Lines may duo been aced In concrete as required by CAD. OWG Veralon 14 format or newer. B. Goal Materials *hail be combined and graded to meet the Retail Superintendent Now ter main shall pans through or composition limit• epecifed under Item 406.03, Type It for come in contact with any part of a sewer manhole. Z31 GENERAL INFORMATION bass couree and Type IV for finish cores. C. Distribution lines shall not be placed closer than fifty feet (50') A. All parsons taking water must keep the fixtures and service pipe C. Thickness of paving shall be o total of 3', consisting of 2' horizontal distance from any septic tank w leach field unless approved by the VT Water Supply Rule Pro islons under within their own premises in good repair and fully protected m from frost, nd must provanl unnecessary leakage of water. The base coumn and I.finl.h course. Chapter 21.6.6.4 or the CND Retail Superintendent. CWD not be ipipasartmw ee liable for leakage of Z02 TRAFFIC MARKINGS hydrants, ezluresell upon premises of any consumer, D. Force main crossing shall be arranged so that at least one full cur for obstructions therein by freezing or otherwise, nor for A. Traffic marking paint to be factory -mixed. meeting the VAOT length of sower pipe Is centered above or below the water line, damages resulting from any of the forgoing c... ee. All leaks req.1mr , Section 708.08. IN the sewer joints as for an per-ibl. from the rater joint, The new force main line shall be constructed to water main that we on the building lido of the curb stop will be the owner's responsibility and repaired at the owner's expense. PART 3 - EXECUTION standards for a minimum of twenty fast (20) an either side of the crossing. The section constructed to water main standards shall be pressure tested to maintain 50 pal for fifteen (15) minutes B. Water rates shall be collected for all water used until the water la shut off at the curb stop by the CWD Retail Department. No 3.01 INSTALLATION without leakage prior to backflling. In than areas that Draper abotement of water rates will be allowed by reason of disuse, A. Install In occwaca. with VAOT Standard Specifications, cover cannot be provided, proper Insulation shall be Installed. diminished use. w array of premises without proper notice to the CND Retail Superintendent. Section 406 E. Sewer and waterline separation shall conform to all VT Water 3.02 EXAMINATION Supply Rule requirements• and installed in accordance with the latest edition of the 'Ton States Standards- Recommended C. The CWD Retail Department w system owner shall not be liable for any Injury, toms or damage o/ whatever nature ocea toned by the failure to A Verifybow conditlone under provisions o/ the Earthwork Standards for Water.' maintain a Constant or uniform In the water moans, for damages qes y a growing ame occasioned b pressure out of a Section stoppage of o water by host a over cruse or for damage B. Verify that compacted base Is 2.28 TESTING AND OISENFECTION .,salsas by or growing out ofg an lance/flelant supply o/ the y Boma, a for accident a damage of any hand caused by or and r .. granular dry and ready to wPPort Paving and Imposed loads. A. All water mains shall be constructed• tested and disinfected in accordance wfin AWWA Standard. C-600, C-601, C-900 and growing out of the use or failure of sold water,, C. Verify tliente and elcorrect. y gradient, evation, of ban we c The Vermont Water Supply Rule. Minimum testing pressure D. No parson shall open any hydrant or draw water there from ,hail be 1.5 times the corking pressure of the Installed line or except Me CND Retail Department personnel persona under 3.03 PREPARATION 200 psi, wmichever is greater• and will be monitored at the their direction• or the officers m designees of the municipal fire lowest elevation In the length of the pipeline being tested. department and members of the fire companies under their A. Matching Surfaces: Ahem a new ew pavement Is to match an d,,mtlon for fire purposes, or thew Individuals who haw been m existing bituminous paveentfor a roadway or trench. the Maximum allowable leakage will be: ranted approval a hydrant use application by the CND , Contractor Noll wrtically smooth cut the existing L - SD ./R Retail Department, in shish can, all much usage shall be metered. Rnes for unauthorized use of any hydrant o Pavernent, Over Ma existing grant Douse. The wmacM cut shall be thoroughly cleaned and coated with Emulsified 133,200 as atllned In AWWA Standards canmay be incurred, according to the A lea and Asphalt. RS-1• just prior to paving. Regulations of the CND Retail Deportment, the South Who.: Burlington Water Department, and the Village of Jericho. 3.04 PREPARATION - TACK COAT L allowable leakage• in gallons per hour E. One curb stop and one water meter shall be installed for each A ften the bottom course of bltuminou. euncrata awm nt is S length of pipe tested• in feet Individual dwelling unit• condominium unit, apartment unit, left over the winter, w paving 1. to be mode over a D nominal diameter of the pipe, in Inches arcial w office poncy. Exceptions may be permitted n existing bituminous concrete pavement, the existing sul P average test pressure during the leakage test, In pounds Co... where a condominium association signs a binding shall ee clewed and Emulsified Asphalt ep applied before the per square inch (gauge). agreement to be responsible fa all collection of water bills. In next course l. applied. 1. Testing: All test, shall be conducted by and at the expense .es where condominiums are converted into separate apartments, separate curb stop. ntl walk meters Nall be 8. Neer apply to contact surface, of curbs. of the Contractor. The Engineer will give direction installed la each unit. CND Retail Department employees shall pertaining to the test methods and observe the field-testing. install all ter motors. Under no circumstances ore plumbers or C. Coat wnc�es of manhole and catch book, f with oil to a 2. Hydrostatic Test of Pipeline: The pipallne, including hydrant persons other than than authorized by the CND Retail Deportment permitted to turn water on or off at the curb atop. prevent bond with asphalt P pavernenl. Do not lack coat these laterals, hall be tested In accmdonca with All Standard The water III not In any Instance be turned on to any premise murfacee. C-600-87 Section 4. for use until the CWD Retail Department has suitably attached a meter. 3.05 PLACING ASPHALT PAVEMENT 3. Disinfection: Disinfection of the pipeline shall De directed F. The owner of the premises shall be responsible for all water A. Place to compacted thickness lacntified on Me plane. by the Eng9ineer and at the Contractor's expanse. AWWA AWWA Standard C-651 shall be used a, . basis for the disinfection payments. A change of tenants or premises will not rellew the owners from payment of a back bill. B. Compact pavement by railing. Oo not extrude or oracne. pavement from pnllion. Hama compact In arwe inoccsselDle t In . B. mi Engineer or CWD Retail Superintendent w10 require a minimum: 2.09 FIRE HYDRANTS AND HYDRANT BRANCHES to railing equipment. 1. Carl flushing of the pipeline to wash cut all dirt. A. Faro hydr nts shall be Mueller Super Centurion 250. Figure C. Develop railing with cw.ecutive Penn to al van and debris, etc. which may haw accumulated in the pipeline A-423, Kennedy K-81 D. or Waterous Pacer and shall conform smooth airier, without railer marks. during construction. A reducingto AWWA C502 with the following speclficalions: point of flushing to Ohl te freet chlorineresidualat 1. Main Valve Opening: 5 1/4 Inches 3.06 JOINTS the direction of the CWD Retail Superintendent 2. Nozzle Arrangement: Two 2 1/2 Inch Hose Nozzles with 2. Following gushing to dean dear water, the Controctor will National Standard Thread (NST) 3. One 4 1/2 Inch Pumper Nozzle with National Standard A. Joints between aid and new Pimnar to a between mucc•*elve day. wok shall bell vo ee to In." a lh"i and add chlorine to the anllra pipeline volume of water such that Thread (NST) continucus bond between the aid and new mixtures. Whenever the water will how not less than 25 mg/L free chlorine, and 4. Intel Connection: 6 inch Mechanical Joint, 'Mega -Lug' or Me swaddling process Is Intamupled long enough fa Me let the mixture let for at least 24 hours. equivalent retaining gland and concrete thrust black mixture to attain Its Initial stabVity, the pars, ,hall be 5. Operating Nut: Standard 1 1/2 Inch Pentagon In removed from the mat and a pint donetructad, 3. After the 24-hour duration, the water In the pipeline shall be 6. Direction f Opening: Cou tested for residual free chlorine and must ontaln a minimum 7. Depth f Bury. Six-foot eo r. The hydrant shall how at B. Butt t shall ins farmed b join ° y cutting the pavement In a f 10 hil chlorine. If lose than 10 El are found, than bast 15 Inches and no ore than 21 Inches between the verbal plane at right orgies to the cenlerine where the the disinfection procedure shall be repeated untl at least 10 no but of the ,Imemer cap and the ground. pavement hall a true muncca @@ determined by the use of a mgA chlorine residual la Indicated by test. 6. Drain: The shall be non -draining or haw the drains straight -edge. Th• butt joint •hall be thoroughly tooted c 4. Upon successful completion of step 3 above• the pipeline 9. Cdor:en ntly e^Icgga with EmNumlofled Asphalt. Type RS-1, jilt prior to depositing pa g mixtures. Mall be Rushed again until the entwine concentration In the 10. Other: Hydrants shall be compression type closing with the pipeline Is no higher than that prevailing in the supply pressure. How and pumper nozzles shall be 1/4 turn type C. Longitudinal joints that how became laid Mall be ate, system. A reducing gent Mall be used to eliminate the free :eared by stainless steel corrosionresistant pins o or with Emulsified Aspholl. Type RS-1, before the adjacent mat chlorine residual in the flushing preens per the direction of :crews. Praamuro seals behind the nozzle flange: shall Is placed. If they how been exposed to traffic, they shall Me CND Retail Superintendent. '0' rings. A breakable coupling retained In place by be vet back to a clean vertical edge prim to painting with elalnlaee steel rroelon real ,tant pins shall make the the amulsla. C. After final flushing and before the nor water n Is cwnect d main union be,= theupperand lower stems. The two-piece to the distribution system, two co secullw seta acceptable traffic flange shall be held in place by mule ond bdta. The D. Unless otherrlae dkacted, longitudinal Joints Moll De emotes taken at least 24 hen apart. Moll be collected from the upper barrel shall be able to rotate 360 degrees without ofat least 6' from any pint In the lower con of new main• and submitted to the Vermont Hsal th Department fen amoNng any belts. Hydmnt flags Mall be required and Pavement. Tran,wrse joints shall not be constructed nearer analysis. At least one set of samples shall be collected from supplied for each hydrant. Wherever a tratfie hazard than one foot from the transverse joints constructed in y 1,200 feel of then water in, plus we ,el from the appearsto exlet, curbing and/- Ddlards Mall protect the owe eve reas. end o/ Me IIns and at least we et from each branch. All rample, shall show the ahsan.a of collforn organisms and, if hydrant 3.07 TOLERANCES equired, the presence of a chlorine residual (AWWA C651-99). If the Initial disinfection falls to produce samples which pass the B. For Ingle -family house subdivisions, there will be t least A. The surface will be tested by the Engineer using o Ili feet V.S.H.D. requirements for potable drinking water• then the new hydrantat each intersection and a maximum of five hundred feet straight -edge at selected locations parallel with the main Mall be reflushed and shall be remempled until w1bloctoy teal obtoined. (500') between hydrants with a minimum water flow of 500 canterine. Any variations exceeding 3/16 of an inch ronulla ore gallons per minute (gpm) at the flow hydrant with a 20- 1 ps between any two eondge Moll be satisfactorily eliminated. t D. Upon satisfactory results by the Vermont State Health pressure residual at the residual hydrant. . Hydrants be A 10 fat elraigh on vor may be cease on a wMcal curve. Department, the pipeline may placed In service. All coats (w m located immediately adjacent to street properly lines. . A 2e z 20' r,,eet hall The mtralght-sagas shall be provided b Ms Contractor. y water• ma, d t and labor to perform the required easement will be required around all hydrants. No structures or c testing disinfection. aind flu d flushing of the pipeline shall be paid by plantings ore to be placed within a 20' x 20' area of any hydrant. B. Scheduled Compacted Thickness: Within 1 /4 Inch. the Contracts. tract C. Variation from True Elevation: Within 1/2 Inch. 2.29 SUBMITTAL OF LEST RESULTS SECTION 02513 - BITUMINOUS CONCRETE PAVING 3.08 FIELD QUALITY CONTROL A. The Applicant or Project Engineer shall beresponsible for PART I - GENERAL submittal of test results to the CWD Retail Superintendent. The A. Permlt no vehicular traffic on -daces until thoroughly Applicant w Project Engineer shall else provide a letter to the CND Retail Superintendent certifying that Me artier system has 1.01 SUMMARY deal and hard. PMall tests. Is constructed In accordance with the approved A. ionInclude.: plane. except as may have been modified by approved Change 1. 1. Be.BoCarols Order, and is In condition to be placed In service. 2. Leveling Courees 2.30 FINAL INSPECTION 3. Finish Cacna A. For one year from the data the new system is placed Into service, B. General: This work shall consist of one or mom, sounds of bituminous mI.1ur., cormtru.od on a prepared foundation an the applicant's develpw/contractor will be responsible for any accordance with those Specmcatlons and the type of surface wry repair* or corrections as part of the project warranty. being Placed. and In ,eesanobly close conformity with the At tcthe tl f a -yew period. an Inspection will be performed lines, grades, thicknesses and typical mass sections shown by the CND Retail Department prior to the system owner D.mumlng ownership of any of the lane. and appurtenances. The an the plans or established by the Engineer, contracts shall correct any punch lint Items accumulated during i SITE ENGINEER: f CIVIL ENGINEll ASSOCIATES, INC. PO BOX485 Si! m © e DDAWN MJW xE0 SAV PEOVED SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT RE CI VET MAR 1 ^/0Aj SVo city of SO. Burlington DATE .1caD -ad.. a/N/Y s" fl P tip Am PER m colpelNTs SPECIFICATIONS DATE DRI.IVG .V t'N BEE SEPT., 2005 W_ AS NOTED C6 PROD. NO. 05122 SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Section Includes: 1Culvert pipe and appurtenances. i. Drainage structures. 3. Stone till. 1.02 SUBMITTALS A. Manufacturer's technical data fw: I. Pipe and ppurtaances. 2. Structures, PART 2 - PRODUCTS 2.01 GENERAL REQUIREMENTS A. furnish sits, ton. reducing as. ducing to- rye,, couplings. ncreosrs, corn , transitions and and caps of the same type and doesss f material as the conduit. m of material having equal or superior physical and chemical properties as acceptatla to the Engineer. B. All culverts and .term drain. shall meet the requirements of Sectlon 60, of the Standard Specification.. 2.02 PIPE A. If the contract plan, do not specify a particular type of pip.' ipe boo the Contractor's far ac ortsOpt�'nthe following materials I. ayPdyvinyl Chloride pipe can/arming to ASTM Specification D3031 a F67g, (PVC) sswer pipe and fittings SDR 35. 2. Corrugated Polyethylene pipe mating the requirements of Section 710.03. 3. HOPE 2.03 CONCRETE STRUCTURES A. ASTM C476. sized as Indicated. 2.04 METAL ACCESSORIES A. Manhole frames and covers: I. Grey cost Iran. ASTM A48, as Mown an plans. 2.05 STONE FILL A. Th, specified ,lane NI shall meet the grading requirements as follow.: 1. Typo 1 - Tha longest dknen.lon of the atone wall pry from i Inch to 12 Inches, and at least 50 par ant of the volume of the stare In place wall how a dknanslen at 4 inches. 2. Type II - The largest dimension of the alone wall vary from 2 Inches to 36 Inches, and at least 50 percent of the volume of the stone In place shall have a Isast dkmanela of 12 Inches, 3. Typo III - The longest dimension of the stone wall very from 3 Inches to 48 inches and at twat 50 percent of the volume of the .tone In place .Hall haw a Nast dkmw,lon of 12 Inches. 4. Type IV - The longest dimension of the stone Mall wry from 3 Inches to 60 Inches, and at least 50 percent of the velum. of the atone In place shall haw a last dimension of 20 Inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the wars and candiliona under which storm wort system work a to be Instilled and notify the Cwtractw In writing of conditions d,trknanlal to the proper and timely completion of the work. Do not proceed with the work until unwth,faetory conditions haw been c.rrected. 3.02 GENERAL A. When existing underground utilltles, which ore not scheduled for ranowl r abandanmwt, are encountr•a In the ovation, they shall be adequately supported and protected from fill My damage to utilities Mall be reached promptly at no additional cast to the Owner. 3.02 PREPARATION A. Hand trim excavation (where necessary) to nquind elevations. Correct over-excovations with fill material. B. The Topes shall be graded to match the grade as show on the plan.. Where required, and secllm. wall be placed and backfillec to prevent undermining. C. Remove lags stones or other hard matter which could damage drainage structures or Impede consistent bockfilling or compaction. 3.03 INSTALLATION OF PIPE A. All pipe and fitting. wall be carefully examined for defect, and no pipe or fittings Mall be laid which ear known to be detective If any defective piece is discovered .vier layln% it shall be removed and rpla:ed at the Contractors ezpanw. All pipes and fillings wall be cleaned before they are laid and wall be kept clean until accepted In the completed work. B. The pipe Mall be laid to conform to the lines and grades Indicated an the drawings m given by the Enginer, Each pip. shall be laid as to farm a dose pint with the next adjoining pip• and to bring the Inverts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor Mall provide for the temporary dlwrslon of water to permit the Installation of the pipe to a reosenaby dry trench. D. Two the pipe Is to be Iola below the existing ground the, Two shall b. ncawted to the required depth and to a ridth . fflclent to allow for pining of the pipe and onpaction of the bedding and backfgl material under and around the pine E. The completed trench bottom shall be firm for Its full length and width. F. If Ind icoled M the plans w directed by the Enginer, .no table foundation material encountered below the normal grade of the pipe bad wall be removed and replaced with Granular Bankfll, ear other specified m approved material. G. The Contractor Mall take ail non eery precautlans to prevent floatation of the pipe in the trench. H. When pipe laying ter not In progress, the open ends of the pipe Mall be des, al with temporary watertight plugs. If water to In the trench when work I. resumed, the plug shall not be removed until all dwger of water entering the pipe )a re n. 3,10 MANHOLES A Precast concrete structures: 1. Place precast concrete etru,Wu and over, ale Mown on the Drawing.. 2. Where manhole, occur In pavement, set taps of frames and van flush with finish surface. 3. Provide rubber Joint gasket complying with ASTM C443. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. SaIII- Includes: 1. Gravity Sever Pipe 2. Manhole Structures and Appurtenances B. Related Sections 1. Section 02225 - Utility Trenching and Backflling 1.02 SUBMITTALS A. Product Data: Submit published data from manufacturers of products and acceswHes specinw, indicating compllan. with requrements. 1.03 QUALITY ASSURANCE A. All sanitary paw material. and .instruction of Sam. Moll be IsMown on the Contact Plan. and shall meet the requirements of the Stole of Vermont Agency of Natural its a..race (Department of Environmental Conservation) and the Public work. Standards and Specifications of the local municipality. PART 2 - PRODUCTS 2.01 GENERAL A Furnish sh ellc ink reducing teas, eyes. cope mcrass, car , transitions and d of the e type and class of material as the conduit. or of material having equal or superior physical Ind chemical properties as acceptable to the Engineer to provide a complete and Arable .yet-. 102 PVC GRAVITY SANITARY SEWER PIPE A PVC sewer pip* Mall conform In all respects to the latest lw.Io of ASTM Specificatin. D-3034 m F679. Type PSM Polyvinyl Chloride (PVC) Sorer Pipe and Fittings, SOR 35 pipe. All pipe and fittings Mali be clearly marked as fall... - Manufacturer's Name and Trademark Nominal Pipe Size (a, Moan on plane) - Material Designation 12454-C PVC - Legend 'Type PSM SDR 35 PVC Sewer Pip." or 'PS b PVC Seer Plp: - Designation ASTM D-3034 Or 1`679 B. Joints shall be push -on type u.lntI elastomaric gasket• antl .hall conform to ASTM D-3212. The gaskets shall bs fo.tmy Installed. The pipe Mall be furnished In nominal 13 feel length. S ffldant mull of wart length, and hll m hine fittings wall Ee provided for use al manholes ane connection.. All connections will require the use of manufactured fittings. Field fabricated, saddle -type connections as not be considered acceptable. 2.04 MANHOLES A. Manhdee shall be sized Is Indicated on the plan Ind wog be per cost concrete with o monolithic base and shall conform to the latest version of ASTM OSpecification C478. B. Shows shall be constructed with concrete having a minimum ompressiw strength of 3.000 psi at 26 dar.. Invert. far manholes wall be as shown on the plans and details and shall be constructed with concrete or brick, as per the local municlpollI is standards. Inverts shall haw the act shape of the roars, to which they ors connedad and any change In size of direction shall be gradual and awn. C. All manholes we to be provided with copolymer polypropylene plastic otaps .Ith steal relnfreement 12 Inches on center. D. All manhdse shall be provided with rough, gray, cost Iran whole names and cows. All Ian coatings shag be thoroughly deal and then tooted with hot for before being delivered. From,, and covers shall be LeBaron LC 266, ar a approved equal, and haw o minimum reight of 400 pound.. n E. Precast rlaws and ban, for manholes shall conform to ASTM Specification C-478. Th, pip, pming In the precast manhole system wall haw cast -In -place flexible gasket or n holont .yet- far pip. Infdtation as approved by the Engineer Joint risers between manhole shall be I' minimum wlath fle.ible gasket or approved equate. 2.05 CLEANOUTS A. Cleanouts for gavity woers and farce main, wall be provided at 1... time Indicated on the plans or oil directed by the Engineer. Cleanoul frames Ind covers shall be of lough gay ...t iron. Costing. wall be true to pattern and free from flows. The feeling surface of cianout fames and cc ern against w each other all be machined to give contlnu. canted throughout their circumference. PART 3 - EXECUTION 3.01 GENERAL A. Car, wall be exrclsed by the Conlrector to owld disrupting the operation of existing .anitary .ever facilities eRhout prim wrllten approval of the Englnew. B. When e,l.ting underground utlllt4s not scheduled far owl a aba d_`r"' or, .centered In he ex uwtlm, they shall be adequately supported and protected from damage, My denage to utilities shall be repaired promptly at no additional ccel to the Goner. C. Installation of pipe shall be In accordance with Section 02225 - Utslty Trenching and Backfilling and as specified by this ..coon. 3.02 BEDDING FOR PIPE A. The bedding material shall be shaped to fit the pipe for a depth of not less than 10 percent of Its told height and snail haw r....... to receive the ball. 3.03 LAYING PIPE A. In general, ,seer pipe wall be installed in accordance eIth the at. detailed Instructions of the manufacturer. B. The laying shall begin at the outlet and Ind the lower segment of the pipe shall be in contact with the Moped bedding throughout its full langth. Boll m graved antlo of rigid pipes and the circumferential laps of P,,lble pipe shall be placed facing upstream. C. All pipe and fittings shall be carefully examined far defects and no yylps w fittings Mall be laid which ore known to be defectiw. If any defectlw place In discovered after laying, It shall be r... ved and replaced at the Canlracta's expense. All pipes and fittings well be cleaned before they are laid and Mail be kept dean until accepted In the ..plated air. D. The plpe wall be laid to conform to the lines and grades indicated an the drawings or given by the Engineer. Each pip, Mall be a laid as to farm o close pint with the next ad)olning pipe and to bring the Inverts continuously to the required grade. E. The Cantmaclw Mall take all necessary precautions to prevent flotation of the pipe in the trench. F. When pipe Iaytn� Is nest in progress, the open ends of the pipe hall be closed ith temporary watertight plugs. If water is in the trench when work is resumed, the plug Mall not be removed until alwa l danger of ter entering the pipe Ie eliminated. G. For farce mains, concrete reaction blocking Mall be provided as detailed at all banes deflecting 22, degrees or m At the Contractor's option, elotner glade may be ,Sad at bends In Ile. of concrete blocking. Retainer gland. Mall also be provided at all Joints within three pipe lengths each side of the bads. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor well provide all necessary equipment and Instrumentation required for prpr completion of the flushing and testing. Quality of water, test procedure tl method of disposal of water shall be approved by the Engineer. Prior to testing, flush with water to remove co stru ction deml.. B. At tests shall be made In the presence of the Enginer. Preliminary tests made by the Contractor without being observed by the Engineer will not be accepted. The Engineer w1II be notified at least eight hours before any work Is to be Inepeatw ar tested. C. Th. maxlmum wows, length to be tested of ane time Mall be that length between any two manholes. D. Air Testing: Low pr..sure air testing well be cmduct d In ecomckoce with he following procedures: 1. Each and of the test section wall M plugged, capped and braced. Necessary safety precautions shall be taken to prevent Wore is and Possible spry. 2. An Or, hose shall be canne.ted to lopped plug used for on it Intel. The hoe. will be connected to the air antral equipment, whits shall include valves and pressure gauges. These shall allow air to enter the r test Inns, monitor air pressure in the wwr, shut off air, and provide pressure raducllw and relief. The monitoring pressure gauge wall haw a rang. f 0-10 psi with divisions at 0,10 pal and acc racy of 0.05 psi6. 3. The air compreear an air supplyushall be connected to the test line and the test section filled slowly, until slant pressure of 4.0 psig is maintained. 4. A raessure above 3.0 psg Moll be maintain all for at Nast five minulw to allow the temperature to atabgize. A check for lack, Mall be made and if any we frond, the ,...sure shall be released and the fitting replaced m rpair.& 5, After the labliz.ti.. period, the pressure Mall be adjusted to 3.5 peg and the air supply disconnected. S. Measure and record the time Interval for the test IIn. ,r...un to drop from 3.5 poll; to 25 psig. 7. If the grandralor table le above the pipe. Increase allow test pressure. 0.5 psig for each fat the groundwater I. above the Invert of the pipe. B. The requirements of this eP,clncatlw Mall be considered satisfied If the time real Irec In conds for the pressure to dame.. from 3.5 to 2.5 psi greater Nan the overage beck prwsue of any groundwater that may submerge the pipe I, not lees than that computed according to the following table: Minimum Test Tim. far Vmla.. Pip. Size. Namelr (Inches) Tim. (Sac,/100 Ft.) 4 18 8 45 8 75 10 90 2 110 3.05 MANHOLES A. Tha excavation shall be to the depth indicated an the plans or ordered by the Engineer, and carefully shaped and graded, B. Manhole nations wall be precast concrete Ind shall conform to th, dimension. Indicated an the Pima w ordered by the Engineer. C. Channel., Inverts and flow areas far near manholes wog be constructed of brick and mortar or concrete. Inverts shall haw the exact shape of the aver to which they ore neat.d and any Mange in size a direction shall be gradual and All c ..truct'- of ,ever nor lea must be crrlec out to Insure watertight work. D. The recut ad couress of brick shall be placed an top of the car crate to the elevation Indicated on the plans or ordered m yothe Engineer. Brick shall be told In an appropriate s, by a competent mason. After the bricks we laid, the joint. an the Inside of the brick masonry Mall be neatly pointed. Th. outald. surface of the brick shall be cwrad with mart r of the acme quality as used far laying the bricks so that a reasonably smooth surface Is obtained. E. Thal cast Iron frame shall be set as indicated on the 1 n pa s In o full mortar bed. The grade a cover shall be propertypl placed In the hams. 3.06 MANHOLE TESTING A. MOnholow shall be tested separately by ane of the rdlowing two Procedures: 1. ExiillratlOn Leakage Test: All pipes Ind other opaninga Into the manhole shall be suitably plugged and the plug, braced to prevent blowout. Th. anhole .hall then be filled with watr to the top f the ane flan, A period of time may be permitted, If the Contractor so wishes, to allow for absorption. Al the and of this period. the manhole shall be refilled to he lop of the cone, If necessary, and the measuring tkne of at least fourhour, begun. At the and of the test period, the manhole shall be rallied to the top of the cone, measuring the volume of voter added. This ant wall be convened to gallons per watt"' fat depth far 24 houe, The leakage for each manhole shall not exceed one gallon/vertical foal/day. If leakage trod. the allowable rate, repairs shall be made as approved by the Engineer and he manhole retested. If the Contractor elects to backI II prior to testing, the testing shall be at his own risk, and It shall be Incumbent upon the Contractor to determine the reason for any failure of the teat. No adpatmenl In the leakage allowance all be made fm unknown causessuch as leaking plugs, absorption, etc. It will be assumed that all loss of water during the test M result esult of leak, through the pr joints through the concrete. Furthermore, the Contractor wall take any steps necessary to assure the Engineer that the water table 1, below, the bottom of the manhole throughout the test. 2. Vacuum Test: This method of testing monhoin far leakage involves the use of a device far Baling the top f them wale are . Uor, and pumping the air Out of the manhole. creating a and holding this w for a pro,arlbed period of tkm.. Tha procedure for this test Is as fdlows: a. All IINIng holes and extedor pints shall be filed and pointed with an approved non -shrinking mortar. The completed manhda ehot not be backfillad to prior testing. Manhole, whkh haw been bock011ed wall be -caroled to ,pose the entire exterior prior to auor testing the manhole shall be tested far l leakage by mean. of the exnllration leakage test. b. NI pine, and other openings Into the manhole shall be suitably plugged in a mnto prevent displamr cement. e. A plat, with an inflatable rubber ma the size of the top of the manhole shall be Installed by Inflating the ring with air to preseur, adequate to prevent leakage of air between the rubber ring and the manhole wall. d. Air Moll than be pumped out of the manhole through an opening InT a plate units a q� , crated Inside of the manhole equal to 10 ineha sal mercury on n.dateaeguowl of air shall th- be toppendhtest begun. e. The manhole Moll pad, this test if the vacuum held, t 10' Hg m drops no lower than 9' Hg within the fallowing times: Depth of 4'0 Manhole Minutes Seconds cr- IV 2 0 10' - 15' 2 30 15' - 20' 3 0 2W - 25' 3 30 I. If the wcuum drop exceeds 1' Hg during the specified time periods, the manhole Mall be Msoled Ond Step. 2 through 5 .bow repealed until a _cum holds for the specified time. 9. After the menhd. paves the vacuum test, R Mall be backfilled carefully so that no leaks are created. If the manhole 1, disturbed In any way during bechfill, it Mall again ba vacuum tested according to Step, I through 5 above. If the fanhole fag­ms the m test. the Contractor Man eet the manhole using the manhole -filtrationtest. h. The C°ntroctw .hall provide the Engineer with a written log of each manhole leakage lest result. I. Manholes was b• tested and accepted prim to building manh.Ia inverts, C. Proper, areas Immediately prior to seeding as follows: SECTION 02936 - PERMANENT SEEDING 1. Laos .^ all of .seal arena to . minimum depth of 4'. 2. Remove stones over I' in any diameter and sticks, rate. PART I - GENERAL rubbish and estron,ou. molter. 3. Remove existing weeds and groans by pulling w tilling 1.01 SUMMARY under. 4. Grade areas to be ended to a smooth, free manning even A. Seatian meads.: 1. Furnishing all labor, materials, and equipment to surface with a 11026. moderately Boone texture. 5. Remove ridges and nil depressions as rewired to Brain. .-plot. all seeding cork as shown an the dra.ing, and -P-1 hoorah. 6. Restore prepared areas If mild or disturbed prior to aeeding. 2. Except whore otherwise Mown or specified. the Contractor ee shall and all weds where ... canloum are 3.02 SEEDING CONDITIONS shown on the drawings and all a sae where existing group` cower has bee disturbedbythe Contractor's all a A Seeding Mall not boo done when lira d is frozen, en ew Operations. covered or In any other .hn..refactory condition tar B. All work and materials of this Section shall conform to the planting. No ceding pra0ans Mall be conducted under adverse weather condition. m who eat moisture conditions applicable reculroment, of the VAOT Standard Specifications, or unfawroble (too wet or too dry) or when winds exceed 5 Division 60D. MPH. 1.02 SUBMITTALS B. Canetmctlan methods al be thew established as yer agronomicallyera approved A de the following fa approval prior to delivery to Ns the Engineer. Th, Contractor shall keepwallche site: 1. Supplier's Certificate of Compliance .floating that and vehicular and pedestrian traffic off areas thatuhewnt been ended to prevent excessive compactlon and damage to Ikme, fmUlzm and seed mat the requirements young plants. Marcpactlon s such cohas averred, the apacired. 2. The Contractor wall provide representative topsoil Contractor Mall rework the antl to make I suitable and bed; than reseed and mulch such area with the full wnounls s,pwn ample. err testing and approval, deliver samples to a of the specified matrlals, of no extra to the public extension .ervlce agency testing laboratory, how OI toasting report art directly to lha.Land onnmee chitect 0 all ts. Testing Mall port umlcof C. Surface and seepage water should be drainetl r diverted frrn day and h.m'co' (pH soluble salts) analysts, Report wall the site to prevent drowning or winter killing of the be submitted at least ale month before any loaning la to plants. be dane. D. All wwo and parts of area, hich foil to Mow a uniform 1.03 SEEDING SEASONS stand of g.S for any reacen whatsoever wall be reweded, Old such w and part, of Oros Mall be ewded repeatedly A. Seeding and initial fertilizing shall be done between April gran all araaa ore covered .inn a satisfactory growth of 1 and June 1, between August 15 and October 15. ar as grow. permitted. Seeding wall not be dine during weather E. Watering Is considered a n­,waxydement far establial I whan the ground is frozen, cs, y wet, oro thwwiae or untillable. If seeding Is done during July Or August, and survival. additional mulch material may be required by the Engineer. F. More ryegr,g. has been planted for temporary roslw PART 2 - PRODUCTS cwtrd and has not been eliminated prior to th. c-pi,tim of the work, such areas shall be oilseed atlast 3 Inches 2.01 UME deep and ended to permanent torpr•wnI the ryegra,s ogreen, from reseeding and becoming c petitive ith d retarding A. Ume shall be standard. ground dolomite Imeatme, development of the permanent cower. agricultural gads, containing a minimum of 95X of caldum 3.02 SEEDING and magnesium carbonates. 100% wall pass the 10 mew slew: minimum 90R shall pose the 20 m.M slew; minimum IOR A. LNne Ind fertilizer should be applied prior to or at the wall pass the 100 mach slew, time of seeding and Incorporated Into the Moll. Kinds and 2.02 FERTILIZER ants of lime and fwtllizw Mould be based an an evaluation of Soil tests. 'Allan o soil test is not available. the following minimum amounts should be owll,k A. Fertlllzr Moll be commercial grade g9ranular /wtillzr as nquind for son conditions as speal4d in Section 643 or Agroultural limestone, 2 tone per acre or 100 lbs. par th, VAOT Standard Sp,clnmtlr,. Th, fertillzer shall be, delivered to the project In new dean, waled containers 1,000 equars fact. which bar o label fully describing the content,. the Nitrogen (N), 50 lbs. par ore or1.1 lawper1.000 square chemical analysts of each nutdent. the fertilizer grade. the net bulk, the brand and the name and address of the feet. manufacturer. Th, fertilizer and lease Mall conform to Phosphate (P205), 100 Its. per ors w 2.2 lbs. par 1.000 all existing State and Federal r•gulatlans, anal shall meat equals, fact. standards of the Association of Official Agricultural Chemists. Pot.h (K20), 100 lbs. per acre or 2.2 lbs. per 1.000 square GRASS SEED fast. A. Provide fresh, dean, new -crop ,cued of the grass species. (Note: This Is the equivalent of 500 Iba. per acreof 10- prop ortlOns ond minimum percentages of purity, germination 20-20 fertilizer Or 1,000 Ib,. per acre 5-10-10). and m.71n, percentage of weed seed as follows: B. Seed should be Arad uniformly by the method most 1. Park wad wall normally be used on lam era,. This appropriate for the Ile, Method. Include broadcasting and wad mixture shall conform to the following table: hydra ... diing I. follow: Minimum Mlnimurl end using mechanical G 9 spreader at a rate of 4 Ib,./1,000 square feel. Distribute seed Kura of Seed Purity Germination Lbe/Are over entire area by sown equal quantity In tow Geping Red Feecu• Best 05R 40 Perennial Ryegraro Sex 90% 50 dly irection, at right onglw to each other. Rake and II htly Into top 1/8' of tpws, water lightly and wat Kentucky Blueqras. 97X 85X 25 Redtop 95X Box 5 with ° Ma pray. 2. Hydra- g: Mi. specified red, frtlliza and pulwxiza mules In .afar. using equipment pacifically TOTAL 120 dealgrl far hydroewd application. Continue mixing 2. Sipes d Moll normally Ds veil for all lop, .ash, until uniformly blended min havonmou, slurry suitable fa hydraulic °pplic°tiw, Apply slurry uniformly to ..ally 3:1 or eteepr and shall conform to the following table: all areas to be *ceded. Role of .ppIIc tIo as r.qulr to abtaIn spacifiec and wwmg rats. Minimum Min lmum Kind o/ Seed Purity Gemination U /Ace A03 MULCHING Creeping Red F— 96X 854 35 A. Mulch material. be d Perennial Rysgrass 98X BOX 30 Redlp 957[ 80; S shall unl(ortnl b hand machine of a rate of two SO Ib. bel.e 1. square y per squre Inter E lsike Clover 97R SOXS Birdefoot Trefoil Sex 60E 5 B. Organic Mulch Anchoring - Strawor ho Ich must be I TOTAL 80 anehweal immediately after pre,dIn top event .Ind blowing. B. The woad mixture well be delivered in new, dean, . led 304 MAINTENANCE container. Labels and contents shall eanfonn to all State wall be Official to dire Ind Federal nqulaof (�'a A. The maintenance perioa wall begin Immediately after the sso testing provisions of Me Association or orndd se.a and shall continue until acceptance. iii a Analysts. B. All muleh.s must be Inspected periodically, In particular C. Seed that has become wet, moldy, or otherwise damaged rill otter roh,te m0. to check !or rill rosin. More wnion be rejected. is observed, addition" mulch wdl bs applied Net would be iaected after rainstorms for dislocation or failure. 2-04 MULCH If washouts or breakage Occur. reinstall net as necessary A. Mules mutt be lastolleal on all ended areas. Thal fdle.inq after sacking damage to the Ipe Inspection, should lake place cent 11 greens are firmly actobllshed. Grasen mulches we acceptable for use. shall not boo considered established until a ground cover Is 1, Nay mulch fern of waada and coarse molter at o tale of 90 pound. Pr 1,000 square feet. aehlewd shish Is mature enough to control soli erosion and to ..,A sswre weather condition. Whore mulch 1. used 2. Wood fiber appllea In a slurry (1/6' r longer) at a in cmpnctlon with omamenld planting., Inspect rate of 10 pounds par 1,0DO square Nat, 1. maiperintaining thaug gal t f the a h to determine If ffa..; pair as needed. 2.05 WATER C. Seedln q arwe Mall be protected and moinlain•d by ratrhq, A. All water used .nail be obtained from fresh water wources reseeding, , mowing. weeding, rolling. heat ar disease and wall be free from iotherrtou, chemical and other toxic control , re-frtillzhg al repair of washouts substances harmful to plant llfe, No water which Is which or. neceaary. bracklah will be permitted at my lime. The Contractor wall identify to the Engineer of news of water atNoel C. The Contractor wdl maintain oil wo•Ntl awe unlit full maintain two weeks prim to use. Th, Enghar, at his dh-.tian, vegetation It •stoow may take samples of he water at the oures, m from he tank D. The Contractor shall also keep all seeded areas free from at any time and how laboratory test the samples for chemical and saline eantanI. Th. Contractor Mall not use weeds and debris, such aw atone,, cable,, baling wire, and Ich is disapproved by the water llowingnwlch ha wall mow at his ore expense II Ypres 1:1 a lea (flatter) and level turf established (eroded) In lira EngInes, faan lwle. following monnr: 2.00 HERBICIDES 1. When grace reach,, o height of 4-6', maw to a height of 3'. A. A pre -emergence herbicide. sidurw (tupareal wall be 2. At least two cuttings wall be made prim to find appli•d to the finished tpan If ending 1, to occur Prior acceplolae, I. Jun. 1. This type of herbicide Is effective against orminating wed. - It kills the plant. before they emerge f!a E. Following mowing, all permanent ending grace area. (mowed 0 he soil surface. More Importantly, it do.. not Interfere rlh the genminalia f cool season gases, such and unmowsd) shill receive a uniform application of Ior r.1- fartNzr hydraulically placed at the rat. of 10 a. Kentucky Bluegrass and C-26 Hard Fescue. pound. per 100 square lest. 8. Application: Contractor shall use extra care In handling. 3.05 ACCEPTANCE Slduran, commonly known as 'tupwm, , Moll be applied at the manufacturer's reaanmwalad rate. A. Inspection to alalertnlns acceptance of seeded Or will be mad by the Landscape Architect, upon Cmtr tin'. written 2.07 FINAL FERTILIZER request. A. "Uncorks" or 'Nitrolorm' containing 3aR nitrogen In a slow 1. Provide notlflction at I ... t ten (10) working day, before requested inspection dab. release farm. B. Seeded area, w01 be acceptable provided all Installatim PART 3 - EXECUTION been complied with and a Ind m nler- lawn Isestablished. 3.01 PREPARATION C. Upon acceptance. the Owner will assume maintenance, A. Examine finish .0 l,,*, and grades. Do not start sawing k worunti se".r ctry canaitim. a arectad. Perform seeding work Only after planting and other work affecting 106 WARRANTY ground surface her been completed. A All waded ores will n rrranted for a period of twelve mths from dale of Owmm's accptmce. Shp oule any ended B. Notify Landscape Architect at least sewn (7) working days ands foil to maintain full wgalolian, failed aswill be prior to .tartmg seeding, refurbi Conlraclo this specification la achieved at the coat SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. _ b0X4dc S,LLSURNE, VI 0,482 s.r�...1 nx J."61111 .ud. ­­­ D.- WIN CHECKED SAV 1fl.vED SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MiDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJKCT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT w CjEF/ V allceecam Rrnmn. SPECIFICATIONS RAel- NIMUR SEPT., 2005 11 - AS NOTED C 7 05122 c MEDALLION SITE LIGHT ANCHOR BOLTS & NON -TAPERED SQUARE D TEMPLATE BY LIGHT ALUMINIUM POLE POLE SUPPLIER DARK BRONZE FINISH BOLT OR CADWELD HAND HOLE w/COVER GROUND WARE TO POLE PAVEMENT FINISH GRADE 3`1 SURFACE 3/4' CONDUIT FOR 1 SCH 80 PVC FROM o '6 BARE COPPER _ i POLE TO POLE GROUND WIRE r _ T RATE GROUND (4) /5 VERTICAL'- WIRE 3/4' x 10• COPPER GALVANIZED STEEL TO WELD GROUND ROD ' 18• PVC CONDUIT CONNECTOR BOND TO CONDUIT, /3 TIES O 12' O.C. BASE & POLE POLE UGHT DETAIL N.T.S. MEDALLION - p .w.<ax a�minpm lwm n4wlln nom ml u,• -k Inn aM mdw mrnm mmpl.fer ue dei pn. aI a tlnmD�r.lwmm4 arw>t�p wPnm nxo Nlfl Dt d91. I ! d ranl�l� + 14 4 dal D p pa..4a IHw .I nt Dal WI LL. 1— DrMK 11 N D >1 d 1PW 1w °epnr,oM. ittw.m wall imunt wiN ix, aluminum braihel and arm. m d pfttter pA p�rrtelu�r ra�ryr�'�4� ,wnn rP�q d M�auq ,nd ml. �.mPlw n � J.1 earomh f CN ryp pl M haunt atwt nV raaN at I ' ( HPS). - a A ■ S1 A & S2A SOFFITIER 9 k Nwnhw M �D M.te ^m to ymy a Y� aavl d n W ,etNl h x}eu De 9nN ..r w..,, >n.r Pa«w p qln M mrYn pi rr.d D 4 f KI .. pp ltl4xc varsa. .�. W tl M•G ryt) B1 A & B1 A2 FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL I1 � 1 PROPOSED 0 SITE LIGHT - �- 0.01 0.01 (/Qf (7001 a + aoo' + ao0 1-. _- ^"-`.68 "D.100 0. _.00�0. 0.00 0.00 00 0.00 0.00 0.09 ST`. .03 0.02 0.0 1 0.01 0.01 0.00 0.00 . 1�0 0.00 0.00 0.00 0.00 0.02 0 04 06 0 00 0.00 0 00 0.00 O�+pl^..+0' . �9r01 - 0.01 b o� ao 0.12 o15 04 },D2 011 0+.1 0.01 0.0� 0.01 0.0 .00 000 0.00 0.00 0.00 0. o.ol 0.01 0.07 0.01 0.02 00)���j1.08 0.14 0.27 0.4B 0a l}QY'1 ODY. 001 p1 03s / o.z a.1 oy> 0.40 4 00 0.00 II, 0.00 0.DO I 000 0.01 � 0.01 .Ol 0.01 � O.D3 0.05 _,/� \ GOB 0.55 0.57 I �� p� f f 2.3 .19 '" I�SS, ; 0.79 fir] y56 + + 0.49 0. + �.71 1.,01\\+ 0 106 2� o.zz 0.� o.ie p+ . 0. 3 + 0.07 0.13 �0.00 0+b 0.01 0+ 0.01 (/= 1 0. 4 /+ L 84 + 92 I0+2 072 SS.JA.93 + � 0.81 151 \2.76 4.+2 4.+4 2. 91 1.+0 \tt 65 0114 061 /0.1 '1 1 �,✓7B 1 B 2. \� 1 + .61 I.85,, 1.1a + 0.}g 0. + 0.06 + + 0.13 1033 ..: /' + + 0.51 / .12 .IS 4.7 6.50 + 5.95 3.8 d 4 192 0. 9 + +' + + 0.7 .73 , 0.77 1.17 + Zt 3.39 4.0 1,; 22 1.J5_OSj,-OTi� .6�O.S� 1 06, �8_�9] 1 1.00 .S 0.0/ 0.06 003 I0.36 IO.SBI 01 11. 4.79 4.58 3.20 11 0.7A_0. A.72 .98 + _5.31 .12 ;68�0.9 161 2,48 2.74 2.35 /2.05 1.29 0.54 0.79• 87 1,11 12, 3.95 604 -5.09 4.21 2. 0.04 0.01 0,1J �.J2 5/ 0. 3 1.42 \ .80 3.37 3.31 y.6� 1.64 U.96 0+1 10.85 0.89 O.SB 1.32 1.77 \.98 2'+ 2.02 1.31 0.91 0.88. 092 1.IJ 11.B� 3.1{/� 441 '4.53 3+3 I.78 1 .97 +.o 0.05 'DOB O.i2 .25 �D 1.17 1.9320 2.18 /I2.01 150 098 D.77 �.74 �78 0.91 1.J0 2.55 2.B{\\ 69 2.74 2.11 1.1] 1.05 0�5''I 1.02 I1.4S 313 J.,6 26��,.]0 59 1 + 0.05 +II+ 0.15 + + 0+}4 0.64 + + +\ 1.01 1.72 2.26\\ + / + 2.4B 2.75 + 7 9J + 11 25 I+ + I.10 0.06 +\ + O.BB 1.16 + + + 1.48 �+ + + y + + 193 .10 �.14+ I4.27 l\ / \ I / 2.31 2.31 1.97 1.BB �6. 'QB7 0.80 0.� 0.82 I1+ 1. 2�12 \ 2,14 h BO 1.48 0 S 0 8 + +1 .21 + 1.18 2.45 2.46 3V 2.60 2 24 1.24 + I.O, 0.75 + � 0.63 0.84 + +� '+�+ 0.80 0.63 0.68�:71 0.52 0.39 + 0.46 + 0.52 7� 0.'0 0.72 + + 4 2.76 2.64 / + i \ 7.70 I.86 0 (45 1 9.V01 0.52 O.BO 1.03 1.15 1.76 1.4 0S}- d.80 0.40 0.}8 0.}7 0.3] 0.29 32 0.35 0.}B 0.37 0.38 0.4 0.83�O:r j.28 2 51 2.55 \\+/ 2*3 ?43 2.02 0. 0. 0. .30 0.42 0.61 0.50 0.53 0.55 0.40 020 0.30 0:29 0 5'l3.24 0.30 1 0.35 0.30 0.29 0.30 0. 0.54 0 + + 94 0.97 11.78 q53 _/ ' 0. OJI 0.1 0.1 i( 0.23 0.20 0.37 0.45 0.49 0.41 o.J2 0.28 0.25 0.24 0+7 �T B 11A8 7 S O.Q6 +11 0.22 0.20 0.21 0.26 0.3 d37 0.2 0.31 0.37 0.27 0.20 2 0.1 10.15 0291 0.34 0.38 041 o ` 057 0.4444 0.31 0.26 0.27/ .2 5 � I.la 6 I.go 61 0.23 .17 ,0133 0.3z' 0.23 0.18 0.17 0.35 0,4tf 10.54 O.SB O.SB 0.61�O.BB 0.78 ` 0.42 0.34 Q+J6 0.39 0+ r 0.2 + 40 3. + 0.26 0.02 Q O6 0.1O 1 L14 . 10.28 0.20. 0,13 0.11 0 1 \ / \ .S7�b.37 01 �0.01 0.77 10.83 Da4 0.81 AD 1.09 ,.04 A ;1 0.8 .82 0,20 0.07 0.05 0,00 ✓ ` \ � + .., .{0 + 1.85 + + 0.82 + 0.12 .1 0.11 .11 \ + + \ .01 .48- + + + rib_ 1.3 I+ + + + + I1.28 1.75 1.81 %'T� + ''Z'771 11 Q./�/] + + 3.90 + + + .77 + 0.15 + 0. 0.11 +v + + + + .6 2.2. 2.50 ,.+ 1.0 3. 3.9tl B+ /L L�<•174 / H �� D Op E L 5. 416 .D3 D.56 D:31 p:21 D.�; p�I \ 0. I 1 + + 4.04 .93 S A .13 2.90 ` 1.6 2.05 + <- + + + ,,+ ' + �� ^ DIN U II + 2.56 + + + 1 31 ,pegs ,039 " 6:.15. ♦ + 0..25 1 `0.0 4- 8.21 4.61 3.16 2.1 2.90 2.74 1.44 1.59 366 � BUILDING F,F,E. 316.75 ,. ,:i1-�1+ µlr� 1.17' r 1 10 0*9 /.I7 /+ + + 5.04 3.63 / 2.7J 1 2.22 2.]1 1.28 • + J �5 +:: + 3 45 9 / W�A� I + .YY] 3.30 1.76 O.BBI 0+ 1�+' \ 1 0.03 4--'1 +�� + 74,A 5 1 + + + + I + 1.33 1.16 1.53 ,.JS O�/� O I + 1 R164 2.56 1. El + 003 1.47 *8 095 \ 0`/ +3 71 + + + J 0.8 0.75 0.99 1.10 1 .000 �\ O.SR�O:S�O.8 6B4 /02 24 1.73 180 349 �j(L�..2ePT' ! + + + 0.01 0.02 0.05 + + + + A 1U 0.24 '0.83 1.18 + 1.22 2.67 4.0 .+ 2.59 I + +' 1.86 6.08 78 92 1181 + \+ 1 + L.6B / a35 46 0.47 0.{5 0.87 /�\ 1.13 • 1.76 1.88 \OB 0.62 0.1 0.05 r 0.02 0.01 0.01 0011 , QpY OVT 0.04 i 0.2 G. 374/ Co 0.55 4 0 6 o. 0. 6 0.27 -0.41 / 04 2.36 J.43• 2.00 / \ +. 108 0.74 0.A1 013 , ' 0.07 \ _ + 0.04 0.01 0.01 0.01 0.01 + 03 0. 014 0.38 Q6 0.28 +\ + �aQl �� _ a 0 00 0.00 0. 1 0. 0.7 0 + - + 0.53 7 i,\ 3.13 3.88 2.95 + + \ + + + 2.22\j�4P 0.8fl. 6 0.23 0.07 + + "I + 001 +3 0.02 _�.01 �)yy �6!Ctw0.02 + + + + + + 0;04 0.10 0.00 + + + 0.00 ♦ 0.0 O. + 0.00 l.OZ1 R 1 0, O.IBI 0. J 1.21 \80 2.34 .8 2.35 1.30/0. 8 0. 0.1 0.05 0.01 0.01 0.01 0.01 0.00 0.01 IOLO_ ODD 0.00 0.00 6k10 I+ i + 0.10 0.20 I 4 + + + 0.55 0.7 1.25\\ 2.6 4.67 6 0 + + + + + + + + Jl 18 2 0➢t 0.02 0.00 0.00 0.00 0.00 + 1 + 1 0.12 .I6 I0.24 +• + + + 0' 0.5a 1.00 V. + 5. ` .1 + 2 � 0.02 0.01 71 0. 0.15 0.� 7721 1 \+ pq1 �0. + + 0.04 0.01 0.01 �OS + .03 dab + + '+ + 0.09 0.23 .53 0� +- , 9� , + + 0.02 1 � *2 ' 0.02 O.�3 0.06 0.11 /0:22 O;96 0.01 ?01002 / 1. + 4.1. ! + + 001 o.a� 0.04 'b.06 0.OQ 0.01� )1 00 v v 1 / 1 / W 6" D.I. + 0 00 IVED MAR 2 11�;6 City of So. Burlingt-n CALWU00N SUMMARY AREA NAME IDIMENSIONS AVE MAX W Ar.D 1 2JO.JBx2 Wt 107 AL21 0.00 F.dIh,d CredIt Lill- (05122) LUMINAIRE SCHEDULE 7YP DESCRIPTION I LI8013 QTY 91A (1) '81' ST-HI7-HL (1) H-70/HOR 3500 2 BIA2 (1) '81' ST-HI7-HL (1) N-70/HOR 3500 2 S1A SPAULDING 18' High 175W (1) 'S1' CM-HI7-IV (1) H-175/HtlA 8800 4 SZA SPAULDING IT High 100W (1) 'S2• CM-HIO-IV (1) H-100/11OR 6200 2 SITE ENGINEER: f E f\ CIVIL ENGINEERING ASSOCIATES, INC. COPa,DGYT (9 2005 DMwN PJM CHEGYSD SAV -ROYRD SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PRO.IF.CT. PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP 1' _ 15aa DATE CRSCUD REVISION "If ADDRD ADDITIONAL SOFFIT DGS75 IIRYDY® RAIL PACK 1./18/06 SAV RR ." BUDDING, PARKING, LiGWMG 11/R/M SAV RRY19R0 RIIpDING, PIRREIG, MGYIDIG 11/1" SAV R6PW® SUpDRIC. PAB@1G, MGBIIIIG PROPOSED SITE LIGHTING PLAN SEPT., 2005 R""1 r. n1N !E I a1,.! 10' L 1 05122 4 Jucs 3 Mide Bed Plom .,SNOw S Lawn Lawn 7 Thon S Mide B Mide 5 Thon { 5 Thon 4 Mide 5 Mlde 3 Clal 3 Clhp 5 Mide 3 Clrs V _ 14 Mlde Q i C no _ �)al ' /Clhp Pip, Jucb 3 Juc @nCIrs 1 (informal mt Chno Plnu _ ,.. C3. ,.��g. P L A N T L 1 5 T O 5—Name Common Name 5­5 . Ad A I A— x ireemam, 'Jeffers Red' Jeffers Red Maple 44.5 ,n 50 AchB I Ater x freemann'Jeffen Red Jeffers Red Maple 2-2.5 m., BIB A— 180 Arcttaphyl°s mn-u'a B—b 1 gal., 10-12- Bum' 18 Buaus m,cropl,Ala'W'nter' W4ntergreen Boxwood 3 gal., 15-18- Chno 2 Chaemaerypans nootkateroe'Pendula' AbsW Weeping Cedar 7 gal., 4-5 ft. eb1 6 Glethro aM.1. 5ummemweet chp 6 Clethra a1n'fd11'h01e Rnk hole Fmk 5ummenweet 3 gal., 15-18' CIn 7 Clethra alndoha'Ruby 5p—m Ruby 5p,ce 5ummenweet 3 I.L. 15-18- Ewl 6 Evonymus alator compactor T'rc Ball' fire 8.11 Compact t5 Compact­og Bush 36-42 ,n. hive hamamel,s vemaln Ve-1 w,4N'aael a-10 ft., BIB Jucb Jumperus ch neor s Bve Point' Blue Point Jumper 7 ga1., 5-6 ft. Juts 7 Jw,penn ch neoru Spartan' Spartan Jumper 7 gal., 5-6 ft. M,de 45 Mrrobgta decussate Crcep'ng Cypr— 3 ga1 . 15.1 a m. Rom 1 Piceo omonka 5e6nn 5p— 6-7 ft., BIB Rpu 3 P,cea pungens Pat Albert' Fat Albert Blue 5p'uce 6-7 ft., BIB Oub' I Quercor b'cdor Swamp WhRe Oak 2.5-3 ,n., BIB Tate 7 Taxw med a Taunton' Dark Green 5pread,ng Vew 3 gal. 15-1 6m. Thon 25 Thule ocmde,t h, N,gra' D— Green Me— Ari,—ta 6-7 R 1 Thon I Lawn I7 Tata Lawn RedtlMa 0" diam. Ee15tin 1 y 121diam. 1 (Protec>pdu 1r ny emain / p Con5t (�otecat dun o Remain ruction) I Construct)on) g Acfrq / (In mulch bed) f Law Buml Lawn" awn (In Mulch be 150 Aruv (In mulch bed) Gx(5x 12" Graniteq—y Edge Bloc ••, •O ��. ' � m _ �..5i.� 316.75 �a C 0 ■'7 bed) 6 Eual Lawn Qubi (In mule be / 6x8x12" Granite Edge Bloc vVV STORAGE• r2" Granite e Block, dram, SITE ENGINEER: r CIVIL ENGINEERING ASSWATES, INC. PO BOX 485 SFIRSURNC, VT 05462 DRAv"caT © 2- WIN C-D SAV APPROVEp SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: ROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT RECely MAR 2 1 e/m �sAv�D aRnsaD Rm Dcns1 PeRpnc s/19/Os 8AV RN. IAND9CAPINO, C06T t R C#YofS, PROPOSED LANDSCAPING PLAN Landscape Plan Prepared by Michael Lawrence A550c.1 SEPT., 2005 8 Linden Lane, Essex Jct., VT 05403 s°A� L2 r=10 PROD. No. 05122 of 0Third Floor ,,Second Floor FXi5ting Grade �3 15' SOUTH ELEVATION 1/e- - P -o na Grade OTHP NORTH ELEVATION t/e• - V-o- txistmgGrade-nev..51b.io' � 315' Third Floor 05econd Floor first Floor - Grade $Elev. 31 G.75 WEST ELEVATION 1/e- - r-o EAST ELEVATION 1/a• - r-o- RECEIVED MAR 212 I THIRD FLOOR PLAN I/8. - I•-o. SECOND FLOOR PLAN t/e- - t -o FIRST FLOOR PLAN I - t•-0. THIRD FLOOR PLAN 1/9• - t'-o• SECOND FLOOR PLAN t/e - t'-o• - Cl00 Employee It Vestibule UP Lounge ieo.eo TM IOdet C c= Writing O Drive -up Office s.r. i ra Queue Confererce iz- iro Com Bldg. i2'-i 18 JNc. COun f O0 Tellers Equip. FIRST FLOOR PLAN I/B. - I._o. Office RECEIV •air MAR ? ?006 Clay Of so - Vermont Federal Credit Union `South Burlington, Vermont Building Flans 118"=1'-0„ March q, 2006 yl 131 D(o ate 'z�sosF Q64_,4_'C , l 3, 5 r S,al 3 f- 3, y/�3l6o C , c&.,eey-- L t� /)AA,�t asm sF S �3 qscr- Y- ).N�i = �. Permit Number SD- (-, _- 1 c�; CITY OF SOUTH BURLINGTON APPLICATION FOR FINAL SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Eighty Midas Drive, LLC Phone: 660-9393 Fax: 660-9396 80 Midas Drive, So. Burlinqton, VT 05403 Vol. 612, P. 516-518 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 605, P. 222-224 3) APPLICANT (Name, mailing address, phone and fax #) Same as above. 4) CONTACT PERSON (Person who will receive all correspondence from Staff. Include name, address phone& fax #) Michael Johnson Phont— 660-9393'Fax: 660-9396 80 Midas Drive, So. Burlington, VT 05403 5) PROJECT STREET ADDRESS 80 Midas Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 7) DETAILED PROJECT DESCRIPTION 045-4-038-000 a) Existing uses on Property (including description and size of each separate use) Existing uses include a bank and professional offices (floor area = 2,526 sf) b) Proposed uses on property (include description and size of each new use and existing uses to remain) 1 Gt Fl nnr - Rank - 2,550 Gf 2nd Floor - General Office - 3,040 sf 3rd Floor - General Office - 2,890 SF c) Total building square footage on property (proposed buildings and existing buildings to remain) d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 44' -6" - Three floors & screened mechanical area on roof. e) Number of residential units (if applicable, new units and existing units to remain) NSA f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees) 24 Ernployees and 0 company vehicles. g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. _U/ A 8) WETLAND INFORMATION a) Are there any wetlands (Class I, II, or III) on the subject property? No - there are not any wetlands. b) If yes, is the proposed development encroaching into any of these wetlands or their associated 50' buffers? N/A c) If yes, this project MUST be reviewed by the Natural Resources Committee prior to review by the Development Review Board. Please submit the following with this application: 1. a site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's Wetlands Map. 2. response to the criteria outlined in Section 12.02(E) of the Land Development Regulations (applicant is strongly encouraged to have a wetland expert respond to these criteria). 9) LOT COVERAGE (ALL information MUST be provided here, even if no change is proposed) a) Size of Parcel: 23,739 sf (acres /sq. ft.) b) Building Coverage: Existing 2,516 square feet 10.6 % Proposed 3,040 square feet 12.7 % c) Overall Coverage (building, parking, outside storage, etc): Existing 5,080 square feet 21.4 % Proposed 16,095 square feet 67.8 % d) Front Yard Coverage(s) (commercial projects only): Midas Dr'v�:S.B. Easement: Existing 2,706 square feet 11.4 _ Existing: 13,531 sf or 570 Proposed 7,122 square feet 30 _ % Proposed: 7,122 sf or 30% 10) AREA DISTURBED DURING CONSTRUCTION: 21,750 sa. ft. * *Projects disturbing more than on -half acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one acre require a permit from the Vermont Department of Environmental Conservation. 11) WAIVERS REQUESTED a) List any waivers from the strict standards in the Land Development Regulations (e.g., setbacks, height, parking, etc.) that the applicant is seeking 12) COST ESTIMATES a) Building (including interior renovations) $ 1, 472, 000 b) Landscaping (see Section 13.06(G) of the Land Development Regulations) $ 22 220 c) Other site improvements (please list with cost) Included within building cost. 13) ESTIMATED TRAFFIC (SEE ATTACHED TP.Amc ANALYSIS) a) Average daily traffic for entire property (in and out) b) A.M. Peak hour for entire property (in and out) c) P.M. Peak hour for entire property (In and out) 14) PEAK HOURS OF OPERATION 15) PEAK DAYS OF OPERATION 16) ESTIMATED PROJECT COMPLETION DATE Spring of 2006 3 17) ABUTTING LANDOWNERS — please list abutting landowners, including those across any streets. You may attach a separate sheet. SEE ATTACHED LIST 16) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the final plat application (see Exhibit A). I hereby certify that all the information requested and is accurate to the best of my knowledge. / SIGNATURE of this application has been submitted TY OWNER Do not write below this line DATE OF SUBMISSION: 2 ( D I have reviewed this preliminary plat application and find it to be: VC-1omplete ❑ Incom e D' ector of Planning & Zoning or Designee ate 4 I EXHIBIT A The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names). o Five foot contours (existing and finished). o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria in 15.18 of the Land Development Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number & location of parking spaces (see Section 13.01 of the Land Development Regulations). o Number & location of handicapped spaces (see Section 13.01(I) of the Land Development Regulations). o Lot coverage information: Building coverage, overall coverage, front yard coverage(s), and total lot size. o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 13.01(G)(5) of the Land Development Regulations. o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Final Plat, Minor Subdivision $ 260.00* ❑ Final Plat, Major Subdivision or PUD $ 510.00* ❑ Final Plat Amendment $ 160.00* *Includes $10.00 recording fee 5 EXHIBIT A The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names). o Five foot contours (existing and finished). o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria in 15.18 of the Land Development Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number & location of parking spaces (see Section 13.01 of the Land Development Regulations). o Number & location of handicapped spaces (see Section 13.01(I) of the Land Development Regulations). o Lot coverage information: Building coverage, overall coverage, front yard coverage(s), and total lot size. o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 13.01(G)(5) of the Land Development Regulations. o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Final Plat, Minor Subdivision $ 260.00* ❑ Final Plat, Major Subdivision or PUD $ 510.00* ❑ Final Plat Amendment $ 160.00* *Includes $10.00 recording fee E Eighty Midas Drive, LLC List of Abutters July 8, 2005 Brassard Automotive Services, Inc. Attn: Mr. William Black 141 Pearl Street, No. 147 Essex Jct., Vermont 05452 City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Antonio Pomerleau c/o Chittenden Insurance Group 69 College Street P.O. Box 6 Burlington, Vermont 05401 CIVIL It"l GI EE'RIl G r��JOClAis�. INC,, 928 Falls Road P.O. Box 485 Shelburne, VT 05482 March 17, 2006 Mr. Ray Belair City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Re: Vermont Federal Credit Union Eighty Midas Drive Dear Ray: Phone: 802-985-2323 Fax: 802-985-2271 E-Mail: mail@cea-vt.com Please find enclosed five copies of the project drawings, fee and the Final Subdivision Plat Application for the Eighty Midas Drive project. I believe all of the outstanding items (including landscaping) have been addressed with this,submittal. I will be meeting with the Fire Chief on March 2 1 " to review the building access and circulation. If you should have any questions or need any additional information, please let me know. Sinc ely Stephen A. Vock, P.E. SAV:pao Enclosures cc: Tom Crapo Mike Johnson Steve Morton (DEW) RISIGINC, R1 ouRr:i srsTaNts GROUP, INC. MEMORANDUM To: Ray Belair, South Burlington Zoning Administrator From: Joe Segale, P.E. Subject: 80 Midas Drive — VT Federal Credit Union Date: 22 March 2006 cc: Tom Crapo, VP Operations, Vermont Federal Credit Union; Steve Vock, P.E. Civil Engineering Associates This memorandum responds to your request for comments on staking lengths at the drive -through lanes proposed as part of the 80 Midas Drive project. RSG provided an estimate of vehicle queuing at the two drive -through lanes in August 20051 based on the building design and site plan available at that time. Although the building's design and site plan have been modified since then, the project still includes two drive -through windows. A queuing model has been used to estimate the average queue during the PM peak hour, and the average waiting time to be served. The analysis is based on the trip generation estimate for the project which includes 38 vehicles per hour entering the site to access the bank. The other key assumptions of this analysis are: • Percent of entering bank -related trips using the drive -through: 70%. • Average minutes per transaction: 3 minutes Based on the above assumptions, the average queue during the PM peak hour would be 1.35 vehicles in each of the drive -through lanes. Based on my review of the current site plan (November 15, 2005), there is enough room to accommodate a total of three vehicles in each drive -through lane. Therefore, staking of vehicles at the drive -through lanes will not block on -site traffic circulation. Please contact me with any questions or comments. 1 Memo to Steve Vock, PE from R. Chamberlin PE/PTOE, Resource Systems Group, Inc., regarding trip generation and queuing, Vermont Federal Credit Union, 80 Midas; August 2, 2005. 100 Dorset Street, Suite 20 - South Burlington, Vermont 05403 tr:t802.383.0118 ■ Fax802.383.0122 a www.rsginc.com TS G 1NC. cHQllP, INC. MEMORANDUM To: Ray Belair, South Burlington Zoning Administrator From: Joe Segale, P.E. Subject. 80 Midas Drive — VT Federal Credit Union Date: 22 March 2006 cc: Tom Crapo, VP Operations, Vermont Federal Credit Union; Steve Vock, P.E. Civil Engineering Associates This memorandum responds to your request for comments on staking lengths at the drive -through lanes proposed as part of the 80 Midas Drive project. RSG provided an estimate of vehicle queuing at the two drive -through lanes in August 20051 based on the building design and site plan available at that time. Although the building's design and site plan have been modified since then, the project still includes two drive -through windows. A queuing model has been used to estimate the average queue during the PM peak hour, and the average waiting time to be served The analysis is based on the trip generation estimate for the project which includes 38 vehicles per hour entering the site to access the bank The other key assumptions of this analysis are: • Percent of entering bank -related trips using the drive -through: 70%. • Average minutes per transaction: 3 minutes Based on the above assumptions, the average queue during the PM peak hour would be 1.35 vehicles in each of the drive -through lanes. Based on my review of the current site plan (November 15, 2005), there is enough room to accommodate a total of three vehicles in each drive -through lane. Therefore, staking of vehicles at the drive -through lanes will not block on -site traffic circulation. Please contact me with any questions or comments. 1 Memo to Steve Vock, PE from R Chamberlin PE/PTOE, Resource Systems Group, Inc., regarding trip generation and queuing, Vermont Federal Credit Union, 80 Midas; August 2, 2005. 100 Dorset Street, Suite 20 • South Burlington. Vermont 05403 EL S02.383.0118 • FAx 802.383.0122 • www.rsginc.com D Eighty Midas Dr Civil Engineering Assoc Mike Lawrence LA 4/4/06 The landscape plan looks good overall, the only recommendation is that tree and shrub planting details be included with the plans Specifications: Section 3.02-Seeding • Eliminate the clause "When a soil test is not available, the following minimum rates should be applied...". There is no valid reason that a soil test should be unavailable, and all fertilizer and lime applications should be based upon soil test results Section 3.04-Maintenance Rates recommended in subsection E are meaningless. A fertilizer analysis (30- 10-10, 5-5-5 etc.) must be included for this to have any meaning. Again, actual fertilizer rates should be based upon a soil test. See Note 3 \ Brassard Automotive Services, Inc. \ Volume 142, Page 416 c3 / et ed puture sire n . 1 \ — proposed Ur}jngto So,,th 6 8,65 w CM Of 2P ag C)iw me 60' (ser 2ooa) volu t ' Peyemen r/ �0500.00 15 1" IPF i 1 CM 70 (Crimped) (Set 2004) �P• s CMP � LEGEND <.� Pe�ment e 4x4 CMF PROPERTY LINE f Rush o�VPW — — — — — — — — — EASEMENT LINE • CALCULATED POINT CMF/MMF❑ CONCRETE/MARBLE MONUMENT FOUND IPF,4RF0 IRON PIPE/REBAR FOUND (w/SIZE) TBS• 5/8" IRON ROD w/ CAP, PROPOSED CUP® CONCRETE MONUMENT, PROPOSED AG ABOVE GROUND ---U�--- UNDERGROUND ELECTRIC — —UT— - UNDERGROUND TELEPHONE -- --SS— — GRAVITY SEWER LINE — — W -- WATER LINE — —G-- GAS LINE (APPROX.) �. EDGE OF WOODS/BRUSH CATCH BASIN o �� �i •. Z 5 80 Midas Drive LLC Volume 605, Page 222 1, ` 0.54 Acres \4x4 CMF'AG City of South BurlingtonVolume 697, Page 402 a GRAPHIC SCALE 30 0 13 30 50 120 ( IN FEET ) I inch = 30 ft. :., IRF (Capped) a 25' AG A.B. Pomerleau ,ph- �yry/ ^ Volume 146, Pages 24 Volume 96, Pages 21 r3o• 2 / Unmarked corner 1.47' Northerly of pipe S 11"44'S9" E IPF 28 O6' 0.3' AC 04 CMF Hold 1 a5' AG O O- \\ \ To the best of my knowledge & belief this plat property depicts the results of a survey, conducted under my supervision as outlined in the notes above, based on our analysis of records & physical evidence found. Existing boundaries shown are in substantial conformance with the record. This plat is in substantial conformance with 27 VSA 1403. Timothy R. Cowan VT LS 597 NIFA.B. Pomerleau moment Pa 'fete G� - - TBS ent po °m } `}1 RECEIVED MAR 2 4 2006 City of So. Burlington LOCATION MAP I REFERENCED MAPS & PLATS "Condemnation for Highway Purposes - Brassard Automotive Services, Inc.", dated January 2003, prepared by Dubois & King, Inc. South Burlington Land Records - Plat Slide 412. "Plat of Survey ... Pomerleau Real Estate Company", revised date 23 April 1987, prepared by Fitzpatrick Llewellyn Inc. South Burlington Land Records - Slide 198. "Property Survey for City of South Burlington School District - Williston Road", revised date 16 November 1982, prepared by Palmer Company Ltd. South Burlington Land Records - Plat Slide 163. "Plat of Survey South Burlington Central School", revised date 17 December 2004, prepared by Civil Engineering Associates, Inc. South Burlington Land Records - Plat Slide 447-3. SURVEY NOTES 1. Purpose of survey was to retrace, document, and perpetuate existing boundaries of the subject property. 2. Field survey was conducted during winter and spring of 2004, and consisted of a closed traverse utilizing an electronic total station. 3. Bearings shown are from Grid North, Vermont Coordinate System of 1983, based on our GPS observations on a neighboring project. 4. Midas Drive is a public street with a record right of way of 60'. 5. Locations shown of underground utilities are approximate only, based on surface indications observed and/or various reference maps. 6. Being outside the scope of this survey, Civil Engineering Associates has undertaken no investigation whatsoever with respect to whether the property and each component thereof is in compliance with local or state permits. PLAT OF SURVEY 80 MIDAS DRIVE LLC 1" = 1500 Date I Ch'k'd I Revision SOUTH BURLINGTON VERMC Drawn by M✓W` Date MARCH24, 2006 SHEET r Clbl! ENGlNcc;t111G ASSUClAfES, INC, Checked by TRC Scale 1° = 30, P.O. BOX485 SHELBURNE, VT 05482 y r� 802-985-2323 FAX' 802-985-2271 u1 ,�G a �r». cea-v[ cn��r I Approved by TRC Project No. 05122 corYrvcsr 0 goon - All, xro, r s xssEu l , OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT APPLICANT.. Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, Vr ZONING DISTRICT.• COMMERCIAL 1- RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS: Required Exlsung Proposed Lot Size 40,000 s.f. 23, 739 s./. 23,739 s.f. Bldg. Coverage 40% 10.6% 12.7% Lot Coverage 70% 21.4% 67.8% Front Yd Coverage 30 % 11.4 % 30.0% (Midas Drim) Front Yd Coverage 30 % 57.0% 30.0% (S.B. Easement) Front Yard 30' 36' 30.0' Side Yard la 15' 19.5 Rear Yard 30' n/a nla I � 1 I' 1 City of South Burlington 1 1 1 ! I I \ � 15_ 1 I \ 31 7 1 , I ' - 1 , 1• 1 , .-SM I a OM -tea 1 �•. i � 1 1 / 1 _ City of South Burlington 1 i i I 1 � 1 I / 1 it I � I I Utlltte shown do not purport to constitute or reprwnt al utilltNe located upon or odj—t to the surveyed premless. Ddsting utltty locations an approximate ands. Th. Contractor shall Reid vertfy all utltty conflicts. Nor I dkrepcncle shall be reported to the Engineer. Th. Contractor ehol contact Dig Safe (888--344-7233) prior to my constructlon. NI existing utl8le not incorporated Into the Md deign shall be ternoved or abandoned as Indicated an the plans or directed by the Eingtiw. The Contractor shill maintain ae-bunt plane (with ties) for all and.rgromd uUltle Thoes plan. shall be submitted to the Owner at the connpletlm of the pro}et The Contractor shall repair/restore all dhtrsbed areas (an or off the site) as a direct or lndlect result of the construction. Al disturbed areas restating from the Installation of the water or eeeer Imes (an or off the site) shall be restored within 48 daye of ftwrbawa NI grossed areas shall be maintained until Nll vegetation I. etdHishai Maintain all tree outside of crnstnvCtim Ilntta The Cmtroctor shall be reeponsbte far all work nec.eory far ccmplwte and operdnN fadlfles and uUltl... If the building is to be sprinklers4 baokloe prevention shall be provided In oocordmp with Ordnmu For Th, Control Of tree Conneetlonw Wlthlc Thw Wotr System Of Thor _city O! cacti Rurlin- .. The She Cantractor shall construct the water in. to teo feet dove the finished floor. See mechankxd plan. fan rfew detail. The Contractor shall submit siwp diael for all It erne and material. Incorporated Into the dte work. Work shall not begin an my Item until chop drawing approval In granted. In oddtkn to the reW"ments est in these piano and specifications, the Contractor shall —plate the work In accordance with all permit condfi7an. and City of So. Burlington Pnblic Work. Standards. Th. tolerance for lnhh gradw for all pavernent, wokway. and lawn orece sinall be 0.I feet Any dewutwing neceesory for the ccmpl.tlan of the afteork ehal be considered a part of the contract and shall be the Contractor. r.epan.Mlty Th. Controctor ehall coordinate all work within Town Road R.O.W. with South Burlington Pndb Works Deportment The Contractor wholl Install the gas, electrical and telephone ervicee In accordance with Cne uURy cornpanie r Wlrement. Exlsting pavwnent and tree stumps to be removed shall be di.poed of at an approved off- Wt. location. NI pavement cuts shall be made ehh a pent we. If there are any conllcle or I cone) tnnde. with the pins or specMcatlone, the Contractor .hall contact the Engineer for verification berfor. eerk continue an the ite n In Question, RECEIVED MAR 2 4 2006 City of So. Burlington ----im-sees DIISTMIG CONTOUR ��.. PROPOSED CCNM PROPEEIM LINE GRANTY SEWER MAIN — — • WATER MAN — —LIE UNDERGROUND EILECIRIC — — UT UNDERGROUND TELEPHONE — —ST STORM DRAINAGE LINE ® SEWER MANHOLE • STORM MANHOLE 00A CLEJINOUT HYDRANT SPRIT -OFF ® CATCH BASIN LIGHT POLE SIGN -r^^+'^w••- MOE OF WOQOS/13RUSH ---..— DRAINAGE SWALE SITE ENGINEER: -0� C]VIL ENGINEERING ASSOCIATES. INC. . seen. BOA 4_,5 SIli-LBUFiNEE, VT 05402 DRAW asPrrur O ewe castors semonso MJW SAV 4PPaorm SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLING TON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP can c� armor /a/m LT ass® 4a Pa sun GaOmria yu/a silo cram ouname. P� AM RAT heel® MnDala. PAMIM /I./a e4T ills® 90aamC, P1®re 1.7M LP M. aaQ> ' T= PROPOSED SITE PLAN DAM Ua4wire aplaa SEPT.,2005 1"=20' C1 Pao. NO. 05122 P L A N T L t 5 T K a 5—h, Nane common Nave AdrA t Acerxfreemxn'Jtlfas Recto Jeffers Red M.pl. 4.4.5 me BBB Acfre I Ater xfreemann'Jdf—Fed' Jeffers Red Mal. 2-2.5 m., 3$5 Aruv IBO Arctosbphytos uwaaw Bearb �i I gal., 10-12' v— 19 Buxus m,crophylla'tMn[argrem' V. —rgreen 5oxvvod 3 gal., I5.181 Ghno 2 Chxmx ootkatenes PendlJs' Cedx Alaska Weeping4 7 gat., -5 ft. Gsl 6 Gedsra aindoNasn Summerexe.t 3gal., IS-t& Glhp 6 Gethra.10 h. Hoke Fnk Holds Fmk 5um erevueet 31A., 15-1& Cl- 7 Cloths aindoha'1L,by 5p,ce Ruby 5p,ce$ummerveroet 314, 15-1& [ud a Cuonymua Maws compactus Yxe Bw Rre Boll G—Pact Bummry 13 c 36-42 m. Hare 1 Mamamelis vemrMa Vernal 1MtGhhatd a-10 FC., BIB Jucb Jumperue chmensis5k. Pant Blue Point Jumper Juca 7 Jumperus chmene,e Sparbn' Spxbn Jumper 7IA., 5-6 It, Mid. 45 M,crob,ob deassab press3 gal., 15-IB,n.Pwm Picea omo,tlm o 6-7 ft., BBBrpu 3 PI.- punyens'rst Alkvrt We Spruce 6-7 ft.,WOuh I Quercus Lawlor oA, 19iff 2.5-3 m., BIBTab 7Ta o media Taunbnn' preadmyY 3 gal. 15- I B m.Thon 25 Thu a ocadentats'W a` --r Arb—tae 6-71. Bxi5tany 12„ Rd A4 d/am. ( eotecPau n9�marn 0onstructron) 150 Aruv (In mulch Leaf 6x8x 1 2" Granite B49e Bloc W City of So. Burlington VTFCU Planting Coat Fstimate Michael Lawrence AssOC. Landscape Architects Essex Junction, VT December 7, 2005 NEW PLANTING rxutly I SIZE Acer x freemanii'Jeffersred 4-4,6 in. Amtoetaphylos uva-lusi 1 gal., 10-12 in, Buxus microphylla 'VMr'Gergreen' 3 gal., 15.18 in. Chamaecyperia rwotlettersis'Pendula' 7 gat., 4.6 ft. Clethra alnifolia 3 gal., 15-181n. Cletina alnifolfa'Hokie Pink 3 gal., 15-18 in. Clethra alnllolle'Ruby Spica' 3 gal" 15.16 in. Euonymus alatus campactus'Flre Ball' 36-42 in. Hamamella vernalis 8-10 ft. Junlperus ohinensis'Blus Point' 7 gal., 5-6 ft Junipers chinenals'Sparlan' 7 gal., 5.8 ft, Microbicta decussata 3 gal., 15-18 in. Pioes omorka 6.7 ft. Ploea pungens'Fat Albert' 6.7 ft. Ouercus btoobr 2.5-3 in. Taxus media rrautonit' 3 gal., 15-1Bin. Thulla occidentalis 'Nigra' 6-7 ft. TOTAL NEW PLANTING ARBORTIE GREEN FLAT WOVEN -- POLYPROPYLENE STAKING MATERIAL 7/4 IN. WIDE, 900 L8. BREAK STRENGTH (2/TREE] FASTEN ARBOR TIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING (4)2"X2"X2'L HARDWOOD STAKES DRIVEN (MIN. 18") FIRMLY INTO SUB— GRAOE PRIOR TO BACKFILUNG, UNDISTURBED SOIL UNIT COST QUAN SUB -TOTAL $2,100 1 $2,100 $30 180 $5,400 $85 18 $1,530 $170 2 $340 $40 6 $240 $40 6 $240 S40 7 $280 $130 6 $780 $300 1 $300 $250 1 S250 $250 7 $1,750 $50 45 $2,250 $270 1 $270 $560 3 $1,660 $600 1 $600 $70 7 $490 $150 25 $3,750 $22,220 TRIM DECIDUOUS TREES TO PROVIDE 6 FT CLEARANCE PLUMB TREE TRUNK GATOR BAG (I/TREE) 3" MULCH — DO NOT APPLY AROUND TRUNK FORM 4" SAUCER CUT AND BEND BACK WIRE, PEEL BURLAP TOP 1/3 OF ROOTBALL SITE ENGINEER: r F� CM1 a�rrt/1.aaalR P.O.9=4B8 SF&BERYA VT 05M ®owasatva Aue DOPPo6SYlr wa- natato♦ytme wPWNDrP rDaO - Ail. sawro raaes- DRAaN WIN CAD SAV ADrown SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT; PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 7— caacQr DrAIM uryyae — I as. a.., .,= b/tvw I SIV I M. uvescoDla. con a wraaaao BACXFILLONSSTI WITH SOIL MIX U I L 1 BREAK APART EDGE OF CONSISTING OF ONE PART — — EXCAVATION W/SHOVEL EXCAVATED SOIL AND ONE PART r-— PROPOSED COMPOST, 2 X BALL OTA. WATER BURLINGTON TAMP WATER AND TAMP TO REMOVE LANDSCAPING AIR POCKETS. 1. PLANT TREE ROOT SO FLARE IS AT OR SLIGHTLY ABOVE FINISH GRADE. PLAN LAN (MAY REQUIRE REMOVAL OF EXCESS SOIL TO EXPOSE ROOT FLARE), 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WALL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT, 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. DATE SEPT., 2005 Vail NIN= 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GROUND. TREE PLANTING DETAIL 9"=10' L2 nts Paw. No. 05122 OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, Vr APPLICANT., Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT ZONING DISTRICT.' COMMERCIAL 1 - RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS: Required Existinq Proposed Lot Size 40,000 s.f. 23,739s.f. 23,739s.f. Bldg. Coverage 40% 10.6% 12.7% Lot Coverage 70% 21.4% 67.8% Front Yd Coverage 30% 11.4% 30.0 % (Midas Drive) Front Yd Coverage 30% 57.0% 30.0% (S.B. Easement) Front Yard 30' 38' 30.01 Side Yard 10, 15, 19.5' Rear Yard 30' n/a me I City of South Burlington I Q` I 31P5 1 1 I '5.9 / I\ 31..7 1 ' I I , 1 ' "SNI Ito s oRA , � 1 / � 1 BACK / 1 , City of South Burlington 1 e I � � 1 I I , 1 , � 1 � I 1 / I I I GRAPHIC SCALE s Is se ( IN FAT ) I inch - 20 tL rx Ft V 7 V :tJ:r.S', SLEEVE 8 VALVi If Nf� 1. utilltles shown do not purport to constitute or represent all utilltles located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify, all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated Into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or Indirect result of the construction. All disturbed areas resulting from the installation of the water or sewer lines (on or off the site) shall be restored within 45 days of disturbance. S. All grassed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be respomue for all work necessary for complete and operable facilities and utilities. a. If the building Is to be sprinklared, backflow prevention shall be provided in accordance ] with Ordinance For The Control O1 Croae Connections Within The Water System Of The 3 City Of South Bud'naton. Ths Site Contractor shall construct the water line to two feet above the finished floor. See mechanical plane for riser dotal. 9. The Contractor shall submit shop drawings for all Items and materials Incorporated into the site work Work shall not begin on any item until shop drawing approval Is granted. 10. In addition to the requirements set In these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and City of So. Burlington Public Works Standard.. it. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the altework shall be considered as part of the contract and shall be the Contractor's responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with South Burlington Public Works Department. 14. The Contractor shall install the gas, electrical and telephone services in accordance with the util ty companies requirements. A.B. Pomerleau 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off - site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or Inconsistencies with the plans or specifications, the Contractor shall contact the Engineer for verification before work continues on the Item in question. 01 SITE ENGINEER: r d-� CIVIL EPIGINEEX PIG ASSOCIATES. INC. F.0. 30/4ti5 SHELBURNE. Vf 05462 80"o5222J wPyswer 11T Aa'J.-U9.5:+2rf w�ea-w.t^n c^n afn)nt ww - Au. vastw owos!vm DFAWN MJW �® SAV APPROM SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP LEGEND i' = 150E ---- "Yi:- ---- EXISTING CONTOUR DAM cHIPc® AVIEION 138 PROPOSED CONTOUR o/eo/os 9Av NEVA9H0 e9 M STAFF 001001RNTs PROPERTY LINE to/la/oe U1 eEv6Ep ID DIAlm. PAEEIIic 11/a/M my 9EPI9m BUDDING. PABit010 _....._ _.......SS GRAVITY SEWER MAIN ll/Ia/al 9Ay EEWe® EUDDDIa. PAHEDia ----------- ....................... W WATER MAIN -- --UE UNDERGROUND ELECTRIC ------ -- -- UT UNDERGROUND TELEPHONE --- ------------ST STORM DRAINAGE LINE ® SEWER MANHOLE PROPOSE ® STORM MANHOLE SITE oC.D. CLEANOUT roc HYDRANT PLAN ® SHUT-OFF ® CATCH BASIN LIGHT POLE T SIGN DATE muln1 a NalalA SEPT., 2005 EDGE OF WOODS/BRUSH f--- DRAINAGE SWALE 11cs 20' n . No. 05122 N IT ANCHOR BOLTS & NON -TAPERED SQUARE •D TEMPLATE BY LIGHT ALUMINIUM POLE I POLE SUPPLIER DARK BRONZE FINISH io BOLT OR CADWELD HAND HOLE w/COVER GROUND WIRE Ir To POLE PAVEMENT FINISH GRADE 3'-L SURFACE .. f ) 3/4- CON%TT FOR SCH 80 PVC FROM b /8 BARE COPPER ?- POLE TO POLE w/ N GROUND WARE '-, SEPARATE GROUND (4) /5 VERTICAL WIRE 3/4' x 10' COPPER GALVANIZED STEEL TO WELD GROUND ROD 1g• PVC CONDUIT CONNECTOR BOND TO CONDUIT. /3 TIES O 12- O.C. BASE k POLE POLE LIGHT DETAIL N.T.S. E , L C dihk t i i s M I 1 M119 1 Y 1 P' 3 Lfi :t p ed I { h dq i1 pl PX{o 9atMti Y h 1 w o In Typ I� N v a d irol a t d f ,am W 1 rm P davp ro �,� , V sq IgIA patt Hw1 t l yi 11 tyr it d tkMTyp V5 fl to faaL W Wtlf at tl>> t n1 Qa 4n. „,A IINIa1n Wap mrrmt.wtl Iwt ,r,i um 41ack ' a M. arm. Mrif ar a AIOVW P^ txlM � t PPxaMiait Q AtP+D 4q i M :f kkM pt •.Xd 10tyitmtvt and ix4nhrCM is ap:)p ea•n i. Madlom hasa for :, , c:.Yn Nf+a• NW Mtllatl na^In4 r ea9 si to f (-0.Ti 1. ,1 PI) ,� � Sl A & S2A S-0- ! T i E ni X M 1 1R M•y p be 1" k'W it lY tP ti y A P,:teS N A^ W M1 J tt 61 1 p pwNnw hr "f t N •Yrk II-.y 11 t4 Y4 Nwi.W W MM k pWxc ae yrfi s:se+l ,u\viPMxi ' ma . a •W ' S 11 ,r p n CWAty bai 11M. Iw t0 P Ni5) 1 C.I,", ac ooln.n' 1 r".wa,,a:nt nr su / 0.5 f. 2.0 fP / &0.1. \\ l SIA & S2A FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL /// 'i ._.... . SITE ENGINEER: 1 \' PROPOSED 1 J SITE LIGHT 0.01 0.01 (J o.01 _ a. o.00: 0*CIVIL ENGINEERING ASSOCIAMS. 1N., 1 . I I 1 P.C. 80F<,3Z SHELSIARRE. VT 054V + + +_ +. �4aw ,�+ + + + + I * ..j + + +� �� + + '+� + ii 1 1 Iru wls a:2 �.tx 1 1 , ^ ^^--•.ee `b. 0.00 0. Em y,0o o. 0.00 o.DO oo 0.00 0.00 1 GAS 51 .03 0.0z o.G :it' 0.01 0.01 . 0.00 o.� 1 • 1 " " ; I __� .•• / / :1 I . _I - 1 ! 1 coexucer © zP - xesn + + + + + + + .✓ + + + + + + + + +, +I i 1, •; +\: + + +1 +1 0.00 0.00 0.00 0.00 0.02 0.04 00� 0 GG 0 00 ° W 0. �,j11-.+/0. i ^&01'-- --O°1 0.0 40 �D 01 OB ° 04 b °2� f:63 0.01 0.01 0.0 0.01 0.0) .00 0.00..{ 0.0G 110.00 0.00 0. 0.01 0.01 0.01 0.01 0.02 0.04 ': "y.lT6 0.14 0.27 q(49 j104Q�u`, ""0: 0:01'" 9 �{r3 .1 0 0 28f 0.22 0.16 + + + ! + + + + Ji`Z +\ + /+ +• + + + +.. i! +aFj y+ + + +� * y + + + SAV a00 0.00 �0 00 11 0.00 0.00 0.0/ O.Ot ,0.01 0.01 U'.03 0.05 (0 OB 0.55 0 57 2.S , 19 4 5.3 9St'*}+{'.58 0.7958_ I�b 4@ 01 71 1.01 1.06 f, b. 0. ; j ! 1 AePltavaD + + ' + +I + +( + + + + + + + � + -7 A + + v I + a I +> \ (2 � �?,7I + + , 1 SAV 0. 3 0.07 -,0.13 �! 0.DO 0. 0.01 0. 1 0.01 0. 4 64 92 1 U 2 .72 0.81 1.51 \2.76 4.72 4.74 2. 9 1.50 .85 0. 4 QB 0 69 11 1 h!78\ J 1 4 I ( \ OWNER: A + �+ + + + + +, + + + + rr + + + + + s 0. 0.06 Q13 10.33 9.51 .12 .45 4.7 6.50 5.95 ; 3.8 1192 0. 9 0 7 • .73 • 077 1.17 2.t\9 1 / - 6- g I � ! 3.39 4.0 3.63 2 1.35 � ° L 0. ; B� O.�il { 1 f 5 31 I / 1 \ EIGHTY MIDAS 0.0# 0.06 13 I .>8 38 Ol 1. .52 4.79 459 �3.20 1:8✓;0,9 i07 0. 072 .98 1.61 W 2.74 2.35 0.05 1.29 0.84 0.79' E7� 7�9 12. 3.9a ao4 �5.89 4.21�-, 2k + + '`J�� :+ t -�:-+ + + + + + + + +`\+ +; + + + + J+ } + + + + + + DRIVE, LLC 0.04I 0.08 O.1,J .32 �5�0. 1.42 80 },77 J.31 a/ 1.84 '0.98 10.71 10.BS 10.69 0.89 1.32 1.77 '(+ 2.05 2.02 1.31 0.91 0.85. 92 1{3 11.81 3.1{/)4.41 `4.53 3.33 1.78 I .97 80 1,_ 1 \ 80 MIDAS DRIVE 0.05 � 0.08 O.fi, 25 �D 1.17 1.93 �\ 0 2.16 /%t.01• 1.50 I0.9B Q.77 ).74 �76 0.91 1.30 2.55 2.84\\2 9 2.74 2.11 1.17 1A/ P 5 T02 �9 \ 3.13 716 281,... 1.70 9359..i' 'I I I i1 SOUTH BURLINGTON _ _ VERMONT + + +'.� -1+ + + + +\ + / + + + j+ + + + + + + N+ + + + ("y �+ \+ 0.05 110 0.15) 7 0. 4 0.64 1.01 1.72 z.211\\ 2.49 / 27s t 1.97 i1.z5 1.10 0.a8 0.9\ I.Ia 1.48 2.31 2.31 1.97 1.a9 0. -M' 0.80 Q. O,az 1.19 I. 2\12 z.1. ;:. q�$0 /..bbb 8 0 ! ' 05403 + + +1 + + + + + \ + + + + + + + y_ t + '+ + + + + ' + f;+� +:"'*, ma 245 2.48 3. 2.60 �+ + .6 0.84 0.50 0.63 0.89 �i1 0.52 0.39 °.46 0.52 0 0.72 2.76 \ 2.84/ 2:�O-'" 1.84t 0 II 2.24 1.24 {.0 OJ8 0.63 1 / PROJECT: r- 0�15 21 + 0.52 0.+ 1 03 1 15 1.78 1 45 1 OO 0.85 '- O.S3 80 0.40 0.38' 0.37 0.37 0.29 32 0.35 0.38 0.37 0 38 0.4 OIBi 0. 1.28 2 5 4 2.35 2.'83�.. 2.43 `n 2.02 µ < I -✓ ° 0. 0. .30 0.42 0.81 0PROPOSED .50 o.SJ 0.55 0.40 0.28 D.30 0:28"- Q 3 .24 0.30 3 I 0.35 0.30 0.29 0.30 0. 0.54 .0. 94 0.97 �.7d1 • 0. 0 1 !i VERMONT �./ /.,, t I ! l l 1 + + + + + + + + + + + + uuu1((��� + l + + + + + '+ + + + + +\ + + 1 1 1 0.11 0.1 ,All 0.23 0.28 0.37 0 45 0.49 0.41 0.32 0.28-_.0.25 0.24 `10 7 e � 35 0.22 0.20 0.21 0.28 0.3 - d37 0.2 0.31 0.37 :..+27 0.20 2 0.1I,II ++ +++++++r-+ + + + -+ ,. + + +`�+CREDIT UNION 0.18 29 I 0.34 0 38 0.41 0.57 0.44 0.31 0.28 0.27 0.2 1.18 8 1.80 81 0.2J . 7 `° 3 0.32 0.28 0.23 16 6 A - �1</ /6' + + --4! + + + + + + + + + + + + + + + + _ 1 0.35 Q,4� 10.54 0.58 0.58 0.61 0.88 0.78 L 0.42 0.34 0.38 0.39 0. 0. 4g 3. 0.26 0.02 0.08 0.10 1 9 .57'�"0.37 0.20 . 0 3 0.1� 0 O,l (" ,.. ' - " , {t r� j 80 MIDAS ./ \ 1 + + + + {� + + + + + + /A2 / \< + * DRIVE �0.01 0177 I0.8J 0.84 0.87 .80 1.09 1.G4 0.8 �8_r.i�a. o.zo a.o7 o.os D.oD 1, .ID 1.as ', o:ez r. 012 SOUTH BURLINGTON ! ± _ - VERMONT + + -+ + + '+ + + + + + +-�'.Y-"'+ + ,/ it i' \ .01 It.28 1.75 1.31 - B./A2 ° •77 ^ 1 0.15 0. , 0.11 i + \ + + + + + 1 + I\ + "� •� I + + + + .6 2.28 �I,79 2.75 2,50 1.2 1.8 3. 3.9a ` :.48 _-1B1A OSED.03 p.46 !0.31 021 0.)� 0.11+ +�� + + PROP++ *0. 4.04 93 13 2.90 7r6 151 205 434� '/ D .SB 1.31 0.25 1. 1. J> i : �...... + s aA� + ,4- + + + 1 + �� IN L I + + + + „+ + 1 `0.0 &2+ 4.61 1.16 1 2.90 2.74 1.44 )j`�� 3`88 B ^ y•75 /. 1-ij2-371 1.27 j" 1.0 0� 9 W.�--y1 \ / + /+ + + + + + F.F.E. 3 V i \ + 6 D.I. 4.1I 5.04 3.83 2.��1 2,22 2.71 1,211. 5 AS .9 �. ` 317 0.30 q. (9''i 0881 0. 1 0. / 7y17 1.33 1.16 1.53 /.35 .5 O 1A ' ' 1 R1g41 �,g9 ,,, 1 J 1 2. 3. 0 3.4 + + '+-, . +... ., + 0.031 1)1.47 . 1 0.95 0. 0.75 0.99 1.111 / 1.ta 2.82. 4.0 ���-2 59 .0`3l 3 .71 P.Sa�'O'S�0.81 1.02 1.73 ..9.N" 0.01 0.02 O.OS i•9.}b 0.24 '0.83 1.22 2,pa 8.08 .78 82 �ea llJ Jdf - V 135 �. 48 0.47 0.45 0.87 / \ 1.13 7.78 1.88 \09 0.62 0.11 0.05 0.02 0.01 0.01 0.01 O.OS- • OSTI - 0.04 0. 3 L%4 ° t 0 S5� 4 - + '+ +� + + + + + + + + + + }\ + + + 06:'^ + 0 0 0.A. 0+ -35 0.4e//t.oa 2.3e aa3'\z.ao 1.06 074\o.A1 .13 007 a.04 0.01 0.01 0.01 0.01 .03 0�'T 0.14 0.38 0.2a -Q�� 0.00 0:00 000 00-i1 - 0. 0: 0.1 0. 0.53 1 4. 3.13 3.65 2.93 2.22�1�42 0.a9 / 6i 0.23 0.07 0.0 . 3 =.0� �416, .!!CEO.°2 0j 0.10 0.00 0.00 0. 0.00 0.00 ().0b 0.00 + + - + + \\ + + + + +/ + / - / + + + + + + + (+ + + + !' 0.0 0.18I 0. 3 1,21 \,80 Z34 7 .6 2.35 1.39 0. 6 0. 0.1 0.05 0.01 0.01 0.01 0.01 0.00 0.01 0'\DO 0.00 0.00 0.00 6..00 IX� /~ I 0.10 1 0.20 I 4 OAS 0.7 1.25\ 2.9 4.87 B 0 18 2 O fy2 0.02 0.00 0.00 0.00 0.00 0.12 „ .16 I0.24 0.7 0.58 1.00 �18 S. 2 � 0.02 0.01 /---.� • � ' ^- .05 .. $71 0. 0.15 0.4 772 1. 1 0Qa o.0 0.04 �t� 0.07 0.01 .03 LI06 0.09 0.23 .53 Al 3 0.02 + i+ + + + + j + 062 -�O.02 0.t3 0.08 0.11 0:22 0.06 0.01 Qo1 002 '' •�,'"- ' 0. lei 0.01 O.OIr 0,04OB 0.01y 0.01 CALCULATION SUMMANY AREA NAME DIMENSIONS AVE IMAX IMIN ♦! 1 V Area 1 230.38x205.44Fc 11.07 1&21 10,00 , i 1 Fadv01 Credit U.1- (05122) LUMINAIRE SCHEDULE TYP DESCRIPTION LAMP LUMENS OTY 01A AU IN le 1 g (1) •g1• ST-HI7-HL (1) H-70/HOR 3500 2 B1A2 A IN tir 1 M '81' ST-HI7-HL high) (1) H-70/HOR 3500 2 SIA SPAULDING IS- High 173W (1) 'St' CM-HI7-IV (1) H-175/HoR 8a00 4 S2A SPAULDING 12' High 10OW (1)'S2•' CM-HIG-IV (1) H-100/HOR 62DO 2 1 - 15W DAn I CMG® IIaBVfBION X/SX/X6 SAY ADDBD ADD11Y0NAL 80FRVT LIGM UNOVBD Wf PAC[ IO/Is/N MY 9SY13m MUDDING, P18eiG. IAGRNIG 1/E/m 8AV - IwiuowG, P�G. MGa19NG 1/15/0 BAY BRVL9® BU9D94G. PAIRING. IAGa PROPOSED SITE LIGHTING PLAN DATC DRAIIDiG NUMBER SEPT., 2005 10' L 1 PR1. No. 05122 SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 December 21, 2005 Michael Johnson Eighty Midas Drive, LLC 80 Midas Drive South Burlington, VT 05403 Re: Minutes — 8o Midas Drive Dear Mr. Johnson: For your records, enclosed is a copy of the approved minutes from the November 15, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, q3zis' `7I Betsy McDonough Planning & Zoning Assistant Encl. 'DEVELOPMENT REVIEW BOAR,/ 15 NOVEMBER 2005 Motion passed 5-0 with Mr. Birmingham abstaining. 5. Miscellaneous application #SD-05-10 of Rosalie Sprout for approval under Section 12.01(D)(2) of the South Burlington Land Development Regulations to allow a 20'x20' addition to a single family dwelling, 76 Bartlett Bay Road: Mr. Belair advised that this application was withdrawn. Continued Public Hearing: Preliminary Plat Application #SD-05-79 of Eighty Midas Drive, LLC for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) constructing a 8534 sq. ft. general office building including a drive-in bank, 80 Midas Drive: Mr. Vock and Mr. Webster reviewed changes made since the last hearing. They noted the Board had suggested sitting down with the Director of Planning & Zoning and staff to see how all the "pieces" in the area fit together. The entrance to the City Center is still undecided pending information from a traffic consultant. Keeping this in mind, the applicant has agreed to take the originally proposed vertical "circle" (stairs and elevator) and pull it into the corner of the building. This will create an entrance for the upper 2 floors. There will now be entrances on the east and north sides of the building. There will also be no parking in the front yard. The landscape plan has been revised to screen parking (a mixed evergreen buffer). Mr. Dinklage asked the applicant to commit that what they have shown is essentially what they will build. Mr. Johnson said they are still discussing the bay windows as they may be too expensive. Other than that, they committed to the design shown. Mr. Vock said that another issue had involved access for fire equipment. They met with the Fire Chief who gave them templates they had to meet. Since the original design didn't meet these templates, they moved the building forward about 3 feet and moved the dumpster and eliminated one parking space. Mr. Vock said they are comfortable that all turning movements now work for cars and fire vehicles. Mr. Vock said the building is also shorter by 1 foot 8 inches on the first floor. They also squared a corner of the building and eliminated the overhang. This reduces square footage by 600+ square feet. With regard to lighting, Mr. Vock said the house shields work so that no light exceeding regulations will go off the property. All lights on the perimeter will have house shields on them. Mr. Vock showed a new walkway into the building. 31 parking spaces are provided. There is a waiver request for 5 spaces (13% shortfall). WA 'DEVELOPMENT REVIEW BOAR„ ) 15 NOVEMBER 2005 Mr. Farley asked about the issue of occupying one building while the other still exists. Mr. Belair said that will be an administrative problem. Members discussed removing technical review as a condition of approval. Mr. Kupferman moved to remove technical review as a condition of approval. Mr. Birmingham seconded. Motion passed unanimously. Mr. Dinklage said the Board is hearing from developers that the city's parking guidelines for buildings are too low. He expressed concern that the applicant is asking for a parking waiver. Mr. Vock said buildings with lots of small offices have higher parking intensity needs. This building will not have that. Mr. Dinklage said the Board does not want employees parking on other people's property. Mr. Belair noted that this building will exist for a long time, and somewhere in the future there may be a tenant with a higher parking need. He was concerned that the 5 people who cannot park will use someone else's parking lot. Mr. Dinklage asked if there can be a stipulation not to allow off -premises parking for employees or customers. Mr. Belair said that would be hard to enforce. Mr. Dinklage felt it would give a "lever" to require a formal off -site parking agreement for employees. Mr. Belair noted the plan is also short of the landscaping requirement, and that will have to be met. Mr. Dinklage noted staff had not had a chance to review the new plans. He warned the applicant that if they go to final plat it would be at their risk. If staff finds problems, the applicant will have to address them. Mr. Kupferman moved to approve Preliminary Plat Application #SD-05-79 of Eighty Midas Drive subject to the stipulations in the draft motion. Mr. Behr seconded. Motion passed 5-1 with Mr. Bolton opposing. As there was no further business to come before the Board, the meeting was adjourned at 8:30 p.m. Cler 1,2 -a o - ©,5— Date an " W I q.1�031 SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 November 23, 2005 Civil Engineering Associates, Inc. Mr. Matthew Wamsganz PO Box 485 Shelburne, VT 05482 RE: VT Federal Credit Union 80 Midas Drive Dear Matt: The South Burlington Water Department has reviewed the revised plans for the above referenced project. Please find my comments below. 1. The Application for Water Allocation previously sent to you must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. The service line to the existing building that is to be demolished shall be shut off at the corporation on the water main, and the curb box removed. 6. Access must be provided to the Department for those curb stops and gate valves located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapterl29, Uniform Water and Sewer Disconnect. 7. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint, six-inch pipe shall have at least two brass wedges installed. Bury depth to the new main shall be six feet (6') to the top of the pipe. 8. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 9. Corporations shall be Mueller H-25008 (3/4" -1") or Cambridge brass. Curb stops shall be Mueller B-25209 or Cambridge brass. All brass unions and adapters shall be Mueller or Cambridge brass. 10. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 11. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 12. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 13. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 14. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 15. Further review changes may be required as this project proceeds through the permit process. 16. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Plan Reviews: VT Federal Credit Union -Midas Dr 11-05 November 23, 2005 Civil Engineering Associates, Inc. Mr. Matthew Wamsganz PO Box 485 Shelburne, VT 05482 RE: VT Federal Credit Union 80 Midas Drive Dear Matt: The South Burlington Water Department has reviewed the revised plans for the above referenced project. Please find my comments below. 1. The Application for Water Allocation previously sent to you must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. The service line to the existing building that is to be demolished shall be shut off at the corporation on the water main, and the curb box removed. 6. Access must be provided to the Department for those curb stops and gate valves located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 7. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint, six-inch pipe shall have at least two brass wedges installed. Bury depth to the new main shall be six feet (6') to the top of the pipe. 8. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 9. Corporations shall be Mueller H-25008 (3/4" -l") or Cambridge brass. Curb stops shall be Mueller B-25209 or Cambridge brass. All brass unions and adapters shall be Mueller or Cambridge brass. 10. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 11. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 12. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 13. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 14. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 15. Further review changes may be required as this project proceeds through the permit process. 16. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, Jay Nadeau Superintendent CC. Cathyann LaRose Doug Brent Plan Reviews: VT Federal Credit Union -Midas Dr 11-05 / 5 -, (.v 0 �d ,153/*o,yw�J- 7k Sb'�wols�7 P�U CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 16, 2005 Michael Johnson Eighty Midas Drive, LLC 80 Midas Drive South Burlington, VT 05403 Re: Preliminary Plat Application #SD-05-79 Dear Mr. Johnson: Enclosed, please find a copy of the Findings of Fact and Decision of the above referenced project approved by the South Burlington Development Review Board on November 15, 2005 (effective 11/15/05). Please note the conditions, including that the applicant shall submit a final plat application within 12 months of this decision, or this approval is null and void. If you have any questions, please contact me. Sincerely, �1 Betsy McDonough. Administrative Assistant Encl. CITY OF SOUTH BURLINGTON Interested Persons Record and Service List Under the 2004 revisions to Chapter 117, the Development Review Board (DRB) has certain administrative obligations with respect to interested persons. At any hearing, there must be an opportunity for each person wishing to achieve interested person status to demonstrate compliance with the applicable criteria. 24 V.S.A. § 4461(b). The DRB must keep a written record of the name, address and participation of each person who has sought interested person status. 24 V.S.A. § 4461(b). A copy of any decision rendered by the DRB must be mailed to every person or body appearing and having been heard by the DRB. 24 V.S.A. § 4461(b)(3). Upon receipt of notice of an appeal to the environmental court, the DRB must supply a list of interested persons to the appellant in five working days. 24 V.S.A. § 4471(c). HEARING DATE: NAME MAILING ADDRESS PROJECT OF INTEREST �J h 101�L I A jjji lY ry D-2C�icx15 �-�— II�ItQ��j USE: Credit Union/Office SIZE: 8,543 S.F. -DARKING: 35.71 Required 32 Available PARKING CALCULATION: bank - 2.527 th X 5.8 = 14.65 office -6.016thX3.5=21.06 TOTAL = 35.71 Third - 2,690 5f ffi rst - 2,527 5f Total - 6,543 sf I I�I�Ceiillll�liifll€6!lI93i91I91i8f14��lill{@iili�l96[[I8� ! � , gS��='b k. _ -'�si MmN 'is. fuN NNII011 �€a I M �" MMm... 4"-�g i•�.d y 3* �.. alc a.,�sr ✓ - � � .'�W '� r t t T - . . tt.'G....,x� ,Y' V-f ems. � .. ._'t '3+a$"ia uMIIMNXmI� �y�'i�3r 3-'� .t IUINp41111N11 �. � {tee. �{ .f tt§**''�m IWIII Yip }� ��F} �Nu1 Ni Np '! �IId1i IIlImM1 ■ - d { 3'- '� ?i • ._ • bxt'. t.�.`. Y1Nu%IjNm _nnuuNllllnpullnH.OM jam. _ massL> � v -: JITiP S. 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N s! • • ®��Iy� M �.�^ u y `s". _ 'fix` • L'F� :.. t�� P N. y. �$'r•?a�.xi�..�� xs ,� _- � o-f`. �aG ., .! s- ij 33RY-aaae.. — - • • "++' ' �':.." ".ems- e""��^^•^n.'.��.d. �I�m,.. -'�.' :rr_'at .u^.^^ �L. �9"� 1 i t V t - - 91TE ENGINEER: C F Mulch Bed P L A N T L I 5 T q Saenphe N+me Common N+me N-j x T- AO, 3 Acer x freemann'JeFiare Red' Jeffere Red Maple 2.5.3 m., BAB CIVIL ENOINEERING ASSOCIAXIS, INC Plpu I hon PIO Baa be d.. 10.12' ��X486 ras BURNE, VT W R2 »» .ear a.a e m A. 298 A cto.b hY o. uv. a Y PJoin in "+�,� ` Plpu 5 Thon Bums 12 B..s mrcr hylla N1n W4ntergreen Baw.00d 3 A,. 15. 1& + Pipu 2 Plpu .n Chno 2 ch.....yp. nootutn a Penduld N5Aua.ka W-p,nq Gala 4ft., 7 gd. GaPYR GRT eom - APoGRTg RggEAVgp 9 Z Thon Cld Cle hr. .ln?diz Summerewaet 3 g.1., 15-161 DRARN i Chno Chno G 8 Clethr..InrfdiaHokeFnk Hok.Pmk5ummerewxt 3g.1.,15-1& ML ' aWFf 3 Thon ar. 4 aethrx Anddu'wA+y ne' Ruby Spica 5ummereved 3 gd., 15- 1& falEcm + V [ud 7 [uonymue .IaW. com ume Yirc B/I' Rrc B.II Compaot eummg d+.h 24-90 m' SAV Jucb 3 Thon 3 Gal Vern.!wtd ad B-10 ft„BIB Have I H+m.mehe vema4e + Plpu Plom 3 Clh Q IN.. 34ft..5 wPPw�V 3 7 �� p :!� 1u 1 Jum eru. ohlnene.'du -1 P �' SAV I C La Wn Jucs G /v ^?) J.. 8 Jump— oh —w a hrf Sp+rtan Jumps 5-6 Ik 6 gd. `� mfor at ml J L�� ` Plgl l6 Pleea Iwea Whits Spruce 6-7It., 5YB OWNER: La wn I 0 1 — 4 Roes omaMu 9erM+n Bpn 9-7 It.. BIB J P u 6 Poe. un ene TAAI-t' fat Albert&ue 5prvce 4-5 ft.. M5 I \ � EIGHTYM/DAS qubl I quereue bcdor Swamp Wh to Oak 2.5.9 in , 04B 1, �, % Tab 7 Taau. madia 7smbma' Dark G—,5pre.dmg Yew 3 al. 15-I8a. DRIVE, LLC 7 Ta a Lawn , Than 19 Thu . —AtA. N 4 Ds k Green A-- Arbante 6-71t La wn 80 MI DAS DRIVE ti0 SOUTH BURLINGTON Ex( t1n9 9f dlam. VERMONT ' 1 _ Re Mapl � s 0.5403 s3 PROJECT: PROPOSED Ac{r Exl5t(n 11 VERMONT 12 dlaln. I I Red M ram Red Maple FEDERAL 00 A i On mulch bed) � ® ► I OO Aru /�/�� oMIDAs I 4..; � A•,� CREDIT UNION v (In mulch bed) O. � �,-� s J ' DRIVE / Of �, SOUTH BURLINGTON All m 12 umI �'Q VERMONT ulch b d) Cx8x 1211 Grarnte ��`'��/7 Lawn Lawn Edge Blocks / La Wn /// i OPOSED BUILDING �1 ( Have + + LaWn ed 8S Aruv I C Flgl (In mulch bed) Qub( Landscape Plan Prepared by Michael Lawrence Assoc. 8 Linden Lane, Essex Jct., VT 05403 + I Acfr Lawn 1 IZruv (In mulch bed) Lawn Lawn + ARBORTIE GREEN FLAT WOVEN TRIM DECIDUOUS TREES STAKING MATERIAL. TO PROVIDE 6 FT Acfr POLYPROPYLENE 3/4 IN. MADE, CLEARANCE 900 LB. BREAK STRENGTH nine D MIGION [2/TREE1 FASTEN ARBORTIE TO STAKES, RUIM BUTWMG, PARKING WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING PLUMBTREE TRUNK GATOR BAG (I/TREE)HARDWOOD 3" MULCH — DO NOT STAKES DRIVEN (MIN. 18-) FIRMLY INTO SUB_APPLY AROUND TRUNK [1AT11 GRADE PRIOR TO BACKFILLING, FORM 4" SAUCER CUT AND BEND BACK WIRE, UNDISTURBED SOIL -PEEL BURLAP TOP 1/3 DF ROOTBALL- BACKFILL WITH SOIL MIX T BREAK APART EDGE OF PROPOSED CONSISTING OF ONE PART —_—�— EXCAVATION W/SHOVEL EXCAVATED SOIL AND ONE PART BURLINGTON INTERVALE COMPOST. 2 X BALL DIA LANDSCAPING �x8x I f1 WATER ETS ND AMP TO REMOVE POCKETS. Gran(te PLAN Ed ge Bloc I. PLANT TREE SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. N 2, STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO 'WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. �w' y 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR GATR p A-111119— TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. SEPT,, 2005 TREE PLANTING DETAIL sc— 1 "=10' nts PRE]. L 05122 MEDALLION SITE LIGHT ANCHOR BOLTS & TEMPLATE BY -GH N ON -TAPERED SQUARE POLE SUPPLIER I AIUM NIU POLE �'� DARKBRONZE FINISH BOLT OR CAD.LD OU GRND MIRE /-HAND HOLE ./COVER M POLE FINISH GRADEY I f-PAVEMENT-L SURFACE 4B- IT FOR SOPVC FROM 136/ ACROEGDOUPER GROUND AT. _VSCH SEP__EGRON0 ED S11L (4) #P- L 3/4' x WCOPPER GALVTO WELD GROUND I PVC CONDUIT CONNECTOR BOND TO CONDUIT, J3 TIES 0 12- O.C, BASE & POLEDU POLE LIGHT DETAIL NTF MEDALLION .... ....... .............. S1 A & S2A SOFFITIER ;z%i h-1 hA� ­, K1 11 kA BlA & BlA2 el L OZ\ SM k S2A FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL C) Zj 0- '4.1 I o to PROPOSED CY4 1 i . + +1 SITE UGHT 4�i '0� 0; 0.01 00,01-41 1 0.00 0.� ' I + + + -aaa-0.1" -vw-c 0.01 0.01 -DW ___q. + + + + 0.00 0 0.00 0. - - " + 0.17 \ + + + j 0.0 P.05 0.03 (102 i 1 1 I I + + j­-*--'I 0.0 0.01 0,01 1 0.00 0.1 -4-4111k -0. 0 + + + + 0,1111 0-00 0.00 0.02 + + + 0.04 __v.oe- 0.06 0 OOL + + qs.1_G + I + -0+.0I­'G.'U6 .40 • +'---! + 0.1 4 lIt�) 3 + + + 0 3 0.011 0.01 0.. 0.01 om + + + Do .0'� 0�+ 0:' . 0. + + + + + 1 0.01 0.01 0.02 0.4� 0.36 .40 �-+08 + 0+ 156 + + + + 3 111 1 0.. 0.22 0.1 ) II + /0 71 71, : I 402 0.05 '�(L;g 11 O�22 0 k �/ I + + - 0'01 0101 AO; 0-01 6-1 IWt 41-1 +. + + + 0.15 .. 0.17 + + .9 8 0179 +\ 01 .71 , I + .05 - SITE ENGINEER: CIVIL ENGINEERING ASSOCIATES. INC ROBOX 4.85 SH0.8URNIL, VT05-82 BMW Pim SAV SAV + + + + + + 0+ 0.81 1. 0.01 64 92 10 0.72( 0.111 .51 \2+76 4 91 1.50 .83 0t4 049 .16 Yin. A'7'­ .391 O-V 007 �..+121 (1(312� 0+ + + + + + I+ .+. I \1.21 (, . I � �! I I OWNER: 11 SIA 11) 1 1 i + {+ + + + + + + 4. 0 0. d". .73 0.7 1 .17 24 4.7 6.+5 Ik2 .11 211 3+ 4.. 1. :35 7 + + + + + + + + + + �0.7 .. 0.7 .98 I.S. 46 0.04 G.. 110.+. 52 4.79 4.59 &20 .6 0 .9 0 .1 . + 2.74 2.35 1/2.05 1.+:9 11+114 0 -79- �-T'jq + + + + + + + r 60 3.J7 3.31 ?:!/5 o.aa 1.32 1.77 0.91 O.W' �.�2 l21 G. .1 .42 1.+54 O.+qa o.+7 1 0.65 10.+so 98 2.+0 2,+02 1.31 0.04� 0.+. �� �": I + + +) + + + 0.05 +\ 0.08 0..,rk 25 �.17 1.93 "V-20 2.1a &Ok 1.50 0.98 �+17 ).+14 �7. 2\84\ 2.4 2+ 0.91 1.30 Z55 .74 2.11 1.17 1.05 (1- -.0 + + + + + + +\ + + + + + + V+ + + + .03 0..IO 0.1� 7 0.+K 0.84 1.01 1.72 2.26\ 2.491 12.+75 1.+93 1.25 j.10 /0,86 0.96\ 1+ 0.80 d .16 1.48 2.31 2.31 1.97 -T.Ir7' r82 \'+ 1 1. 1 2 + + 1+ - + + t *+ + + 4 .2 1 Aa 2,45 .46 3\4 Z+.. +24 11.24 1 0.76 0.63 • 0.84 0.50 •0.63 0.69 .71 0.52 0.39 0.48 0152 d. 0 0.7 -0j, Yx� + + + + + + + + + + + + .0a +; -460 0.40 0.36 0.37 0.37 0.29 .32 0.35 0.38 0.37 0.38 0.4 0(610. t3 1.15 1 .76• 1.45 1+ -15t Oil 1 0.12 qL.,+_ + + + + + + + 0.1 + T + W_ Zli-_ + .30 .42 0.61 0.50 0.53 0.55 0.40 0.28 0.30 0�zg­ u. 3 .41 0.35 0.30 0.29 0.30 0. 0.54 10l I 0. + + + + + + + + + 0.11 0+1 '11 0.23 28 0.37 0.45 0.49 0.41 0.32 0.26-1 5 0.+24 0 7 2 0. +35 0.+22 ..+20 -+- 0.+2. 01 P.2 0.1 .291 0.34 0 8 0.41 0.50 0.57 0.44 0.31 0.25 0.27 0.27/ 1.18 2- 180 61 0z1 I + + + + + + + + 6 + + . . . + 0 1 0 0 0.35 .58 0.6 .89 .77. .43 0.34 0.39 0. (548 0 0.26 0.10 + + + + + + 0.50 0.81 1.1-0 1-04 011 102 DOG .89 1.3 1.37 1.28 1.75 1.82 0 1.3t .01 2.26 + + + si 1 2 3 2+ 2.+2.,,41:19 2.75 2.51 1- 1.9 t) .8 pRopoSED + + t 0. 10. 2.91 1.53i a ,I+ + ,'C_ + + + )ING GO 21.16 2r 2.90 2.75 1.46 9 E3UILL + F.F.E. 316.75 1101 5. 1+. 3 2.73 2.22 2.71 1.31 . . . . +81A )a .55 1.33 1.16 3.33 1.391 +r + + EIGHTY MIDAS + -5. 5. .','89 4.21\-�2 + + + + + DRIVE, LLC I .81\ 3.14 4.41 4.33 3.33 1.76 .97 AO 80 MIDAS DRIVE +1 + 3- 3.13 a 2.6tI-LO SOUTH BURLINGTON _ _L_ VERMONT + 05403 .1 2�1 2 2 4 + 2 2.76 764/ .1. IL 0 / PROJECT: \+ .26 + �'2.+53\+2."/.43vp2+02 PROPOSED 04a" _0.97 53 1. 0. VERMONT 37 0.28 0.31 0.37 0.27 10720" 2 0.1 FEDERAL 7 + CREDIT UNION 7 kO ,t3 0,32 0123 0.23 0.15 1 t + 12" 80 MIDAS .57 0.37 0.20 , -"0,13 Ql� DRIVE SOUTH BURLINGTON J. a5 .82 Og VERMONT + if + 4.45 2.03 i56 10.31 0.21 0.11 0.11 2.58 1.31 i-.ai_ • + + 7.29 -71r17-1 1.+21 w 6 D.I. + + 7 i .30 + + 1.18 2.62� + + + + + + + + .71 _0.63 a 0 .05 2.52 0 .16 (k6e a 7 0.05 A. 0.24 2 t.22 2 + 0 + + I + + C1 4 " 47 .47 1 .56 3.36 3.41 03 0. G .31 .39 0.90 .25 0.09 0.05 0.03 0�02 0 01 . am- •O.Ur 0. 8 + + + + + + + + + + + + + + + o 1.2 'D.19 3 0. 4 .33 .5 1.24 3.41 3.65 147 0.0/ 0.08 0103 0.01 0.00 0.03 0. a 014 0.36 0.5 1 o.po o.a4 0*42 OM G + + + + + + + AU. 0 8 0.37 1. 4 1.86 2'92 2.89 3.65 2.751 CL25 0.11 0.02 CLOI 0.01 -Qau 4 0.10 0.23 0.45 0. .00 + + + + + + + + + + + + 0 G I oo 1 0. 90 .96 .5 1. 07 0. 0.06 0.01 0.01 0.01 0.01 000 001 DO 1 0.02 0.+02 0.+07 61q. + 01 7 .68 .13 2. 5. 7. 3 00.02 0.00 0.00 0.00 0.0010.08 ++ + S2A + I - .. 0.08 .2 0 2 0.02 0.01 NOV 'I # 1 + + + + 1.04 tl.04 �+G .0 .1 a 0. 7 . 0+01 0+01 + rofso 02 �03 0..5 0.09 0�2'1 0,11 21 IL+ .+ 02 ck 0 1+ /+ ".01 *1 0. 2 0.04 ,0:06 ' O)d 0./ 13 0.*14 0.02 + + 0. �1 , )0.01 0. 0.01 '6A03 0.0� 0.04 e.02 r-i "'0000r\ '­4 WE"VE�m ...m �jA­ I 230-3X2 &t F.d" C-dit U.1- (05122) LUMINAIK SCHEDULE TYP DESCRIPTION LAMP t CITY SIA SPAULDING S'(fIIIW_(I2' high) (1) '81' ST-H117-HL - (1) H-70/HOR _LUMENS 3500 2 BIA2 WAULDING soffitler (110' hkh) (1) "91' ST-H17-HL_ (1) H-70A4OR 3500 - 2 SIA SPAULDING 16' High 175W (1) 'SI- CM-H17-IV (1) H-175/HOR SM 4 Sm SPAINCM12High IOOW .(1) 2 _H 10-1v (1) H-IOOAIOR, 6200 2 LOCATION MAP , =,1D, I .0 cjutCE60 I REVISION -9/1h/0, I Duo ADDITIONAL - G Mono r 10/13/061 1 -0 ImIumma. PABrBIC, UGHTINO IL1810 I UT 1­0 MnWc. pAN777 . ".Errmc PROPOSED SITE LIGHTING PLAN DATE SEPT., 2005 V. = 10' L 1 ,R.I. N.. 05122 OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT APPLICANT: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, Vr ZONING DISTRICT' COMMERCIAL 1 - RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS: Required Existing Proposed Lot Size 40,000s.f. 23,739s.f. 23,739s.f. Bldg. Coverage 40% 10.6% 12.7% Lot Coverage 70% 21.4% 67.2% Front Yd Coverage 30% 11.4% 30.0% (Midas Drive) Front Yd Coverage 30% 57.0% 30.0% (S.B. Easement) Front Yard 30' 38' 30.0' Side Yard 10, 15, 19.5' Rear Yard 30, rile ma I I I I I 1 1 l�� 1 1 Brassard Automotive Services, Inc. vs� � 1 t \ I w.-s 9.ea t•A� iyr 4... . .--•i Ex.- R:iA.-,::513A!5 \ 1: City of South Burlington SH \R ME EX SIGN -na__nniFYYnn SHRUBS 't ABANDON PROPOSED SITE LIGHT BPROPOSED IKE RACK 1 SEE SHEET Lf } SAWCUT EX PAVEMENT ` ATPROPERTYLINP _ r i -� - -3 'OW STORAGE•• Sj,3t'S.2,s,v„. tjsx// / 1 i City of South Burlington II v 1 1 o I 1 1 / I I I , I I 4 •s"1v...:311.3G "•,w::=;it t ;i6 3i55 a \ Q m 1 I PROPOSED i 1 I i1 SIGN 1--MATCH EX Al / SIDEWALK it MATCH EX CU AND PAVEMEN 13.8 EXIST. WAR TO BE ABM AND CURB. REMOVED ii I-SOEWALK TO EXTENDACROSS PAVED DRIVE (TY Ex. CS ' RIM-313.10 INV 6'N-307.35 INV 12'E-306.06 1 f INV 18'S-305.90 RAISE RIM TO Fih & INSTALL SOLID M _•-_ NEW GAS{ x I �� !' • LINE (VERVT GAS� 1�1' � 1 / PROPOSED pUMPSTER 8 RECY, -OENCLOSUREWI , n STOCKADE FENCE FOR SCREENING PURPOSES �" t Rojng9ancMnerk h� FJ.I•..� spAtx,zaNaPls A.B, Pomerleau EW.bwr M. .J-T j! JI.)' / , r, t,r 1,b% �EPRESSED'' / CURBAT ,�pdd'' ENTRANCE 11FP. W 6 D.I. I'. I EX. CS RIM 1 1� j INV 18-N-B'N-306.14 INV 16'S-306.07 RAISE RIM TO L�FINIS�H DO NOT EN1rERA SIGNS g I GRAPHIC SCALE p 10 ( IN FM t Inch - 20 ft. R:N 12 3.01 SLEEVE & VALI J NOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations ore approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated into the final design shall be removed or abandoned ae Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those plans shall be submitted to the Owner at the completlon of the project. 4. The Contractor shall repair/restore all disturbed areas (an or off the site) as a direct or Indirect result of the construction. All disturbed areas resulting from the installation of the water or sewer lines (on or off the site) shall be restored within 45 days of disturbance. 5. All grassed areas sholl be maintained until full vegetation la established. 6. Maintain all trees outside of construction limits. 7. le f all w necessary for complete and operable The Contractor hall be responsible or ark y p p facilities and utilities. a. If the building is to be sprinklered, bockflaw prevention shall be provided in occadance 7 with Ordinance Far The Control LIbA d (`,(ty Df South BurMail, . The Site Contractor shall construct the water line to two feet obove the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for oil Items and materials Incorporated Into the site work. Work shall not begin on any Item until shop drawing approval Is granted. 10. in addition to the requirements set in these plane and specifications, the Contractor shall complete the work in accordance with all permit conditions and City of So. Burlington Public Works Standard.. It. The tolerance for finish grades for all pavement, walkways and town areas shall be 0A feet. 12. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractors responsibility. 13. The Contractor shall coordinate all work within Town Rood R.O.W. with South Burlington Public Works Department. 14. The Contractor shall install the gas, electrical and telephone services in accordance with the utility companies requirements. A.B. Pomerleau 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off - site location. All povement cuts shall be made with a pavement saw. 16. If there are any conflicts or inconsistencies with the plena or specifications, the Contractor shell contact the Engineer for verification before work continues on the Item in question. LEGEND I •------136-- -- -- - EXISTING CONTOUR 138 PROPOSED CONTOUR 1 PROPERTY LINE --- '--'-SS GRAMTY SEWER MAIN W WATER MAIN --------"'UE UNDERGROUND ELECTRIC ---- --- UT UNDERGROUND TELEPHONE -- ---ST STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE 0C.O. CLEANOUT HYDRANT ® SHUT-OFF ® CATCH BASIN 0.0 LIGHT POLE -e- SIGN EDGE OF WOOOS/BRUSH --•••- DRAINAGE SWALE SITE ENGINEER: C CIVIL ENGINEERING ASSOCIATES, INC. PD BCX 466 SHELBURNE, V1MWiI2 SO?-LlG.1J?� /-'tk': b6TNASYIT'% wsA: �w,yx..,,Dµ wc�nr coerwc.r ®coos - Att roams snsayso _- DRAWN MJW CHECKED SAV APPROVED SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: ROPOSED VERMONT FEDERAL CREDIT UNION 80 MICAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP V=1500 DA18 C68CS8D RIPMON /Ei/OS 9AY tFulYRIED YL9ED As PER STAPF COIORNT9 1/1e/05 SAV BL/e/es SAY YL9[0 BU6DD/c, PIR�lO PROPOSED SITE PLAN DATE DDAED11 ND.6EH SEPT., 2005 8r 1"=20' G1 Pa.. Nil. 05122 NORTH ELEVATION IN ., SOUTH ELEVATION T31S - — -- — -— EAST ELEVATION Third Floor Second Fl First Floor ,. Grade EleS6. - — - — - — - — - — - — - — - _---- - -- WEST ELEVATION E I F Me - t'-o- NOV 0 7 005 City of So. Burlington Mulch Bed Thon PIpU ! ! ! C ! rTi Lawn Prom Plpu 5 Thon PIPU Lawn 2 P U Chno Ip awn — 2 Thon Chno 3 Thor,Cl's JUCb 3 T Cldl �� hon 3 �I` Prom 3 Clhp '^� JueS 4 Clrs h rnfO- at Fnh .�, � l A ' '' ,♦,. P L A N T L I 5 T O 5—thc Nsme Acfr s A—. I ... —., UdfereW A— 296 Anoto.tshylos uw-urrn Bums 12 Bu+u6 microphylls Wn Chno 2 Ch...... ypar,. noo kntan«. Pendul Gd s G.thr. An&W CIh a Clef,. aln fol +'Notre Pmk' 4 Ge hra AMhl 'R Ity Spice ED+1 7 Eaonymu..l.W.ccm aN.r-BI1' H+e Nam+mde-A. JDob Jun .rua ch n.n«. Bbe Panr Juo. 3 Jun peru. oh,-- 5p.,NW P1gl 16 P,oe. a,ea P,om 4 Poe. omavlw G P,oe. un ens Tat Albert Dub I ou... . bwdor Tab 7 Taxu. math, T—t.W ! • Ta a Lawn ! Thon 19 1 Th- oomd ( / La wn _ Exr tMa 91 dta 1 ! _ Re ! 1 ! Acfr ! Red rng 12" dram. Ex 1211 ram Maple I O Red M ! (I n O Aruv t mulch bed) ! 100 Aruv (In mulch bed) I A12 umr ll in ulch b d) Gxgx 1211 Granite Lawn / LaWn Edge Blacks 91TE ENGINEER: F, Fl CIVIL ENGINEERING ASSOCIATES. INC. P.O. BOX 485 SHELBURNE, VT 05482 802082323 FAX8023832277 wab: mnr.cen H.aHn 00➢YWGRT (D 24" - ALL MCHTH RD—ED Common Name 5iz4 a _ Jefler.IfedM,pe 2.5-3,n.W Bearbery 1 gal., 10� 12. Wintergrea Boavood 3gal., IS -I& N.A. Weeping Crda 4-5 It., 7 gal. Summer —It s gd., 15.1& DRAWN [\I[ L CH8C1D3D SAV AF—D SAV NoW. P nk 5um—W—t s g.I., 15- 15' Ruby 5p ce 5ummerexWet 5 gal., 15- 1& Pv. 5.11 Comp+ct BunW,g 5u.h 24-80 m' V—.l wtchh..l B loft., 5.B IN.. Pant Jumper 3-4 ft., 5IA 5p+rtm Junper 5-61t. 6 gd. Wh,be 5p,Dce 6-7 ft.. BOB OWNER; EI G HTY MI DAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 Serb- Spruce 6-7 Ft., BOB Pat Alb.rt 51e 5pwce 4-5 Ft.. BID Swamp Wh to 0+k 2.5.8 ,n., BAB Dark Green 9pre.dD,g Yew 3qa. 15-18 m. D.rk Green Amenc.n Aro—t+e 6-7 ft C. �f ofs, 4 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT PROPOSED + Acfr BUILDING Lawn ! 12 Aruv On mulch bed) ( \I FFE 376,75 Lawn Lawn ! j + Acfr ARBORTIE GREEN FLAT WOVEN POLYPROPYLENE STAKING MATERIAL TRIM DECIDUOUS TREES TO PROVIDE 6 FT CLEARANCE ! 1 k `U r- }"'• +� 3/4 IN. WIDE, 900 I.S. BREAK STRENGTH [2/TREE] ! t y EUaI ' ! - ++ 6 FASTEN ARBORTIE TO STAKES, WRAP OVER R007 BALL TO KEEP TREE FROM ROCKING PLUMB TREE TRUNK DAT8 [.NECKED R 190N 1/e/os EAv REVISED BUILDING. PARKING Nave ( Lawn Ch e `�. ) �'Ir (M 2" X 2" X Y L HARDWOOD STAKES DRIVEN (MIN. 18") FIRMLY INTO SUB- GATOR BAG AROUND 3" MULCH - DO NOT APPLY AROUND TRUNK � ! GRADE PRIOR TO BACKFILLINO, FORM 4" SAUCER _ .,..,,-.�. CUT AND BEND BACK WIRE,_. UNDISTURBED SOIL PEEL BURLAP / 8G Aruv I _ I TC1P 1/3 OF ROOTBALL =i rrr I G Prgl On mulch bed) ch b BACKFILL WITH SOIL MIY OF ONE PART rm�-iR TTI�-Tf— BREAK APART EDGE OF EXCAVATION W/SHOVEL PROPOSED / Qubl EXCNSISTING AVATED SOIL AND ONE PART TON I LE COMPOSE 2 X BALL DIA. LANDSCAPING / 110*1 GxBx Granite Ed WATER AND TAMP TO REMOVE AIR POCKETS. PLAN ! e 1. PLANT TREE 50 THAT TOP OF ROOT BALL 15 EVEN WITH THE FINISHED GRADE. / N 2, STAKING AS REOUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO 'WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. nd5cape Plan Prepared by Michael Lawrence A55c Linden Lane, Essex Jct., VT 05403 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR DaTE DRAWING NUMBER TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. SEPT,, 2005 TREE PLANTING DETAIL s,aU L2 nts 1"= 10' PHOJ. -. 05122 MEDALLION SITE UGHT t ANCHOR BOLTS k NON -TAPERED SQUARE TEMPLATE BY LIGHT ALL POLE POLE SUPPLIER DARK BRONZE FINISH BOLT OR CADN£LD HAND HOLE r/COVER GROUND WARE TO POLE PAVEMENT FINISH GRADE 3•-1 SURFACE 3/4• CONDUIT FOR 1 SCH BD PVC FRoM •I #8 BADE COPPER +r- POLE TO POLE ./ SEPARATE GROUND (4) #5 VERTICAL TT VARE 3/4• a 16 COPPER I�I GALVANIZED STEEL TO WELD GROUND ROD PVC CONDUIT CONNECTOR BOND TO CONDUIT, #3 TIES O 12. O.C. BASE k POLE POLE LIGHT DETAIL ,42T!aly:x pl .O - ud .p Ytl .115- nml.k me myrn »,A . eq v �••�,� Of IuM dmr Iro rf«s N.y a - *w.eglq i kt an A v .. nae(n9 WtGrc D tlN 9 k fl haV II i ddr Sewµ mdl ad I NM !(Ilt, rv, V.pp Ifyhtl tt y, rWf rtk 11 DM�N. TyVrlyr. •Nl qy.i N9�t W t N S t t ITypt lA ryryp'IIL tl tk I fyry VS rot) oh 1wJ lr f:, IN J Sm {nl A,pq tN k I•,,M t pa Mf f h�tt. J f Ilkau .mMflellon. 4NI muuntwN, <nt,lxrerwM l,rr<i« rrd.rm. M»t arm v4 MnD <M «wnkn». YIpIK.x. .�Nort«.«fMH. P,Me w:h.A+i^q ln,A.d.„Nkel ya,tp �ee4rmnrr« »iA rNn.ri.A Mrp P'p `<rwv r �Nt MnNoM it»n for -,7irenr • N r tYW. NNf b.Nl»l snrtHq.n+d +t-Ic? (aIn io, I.Yy). Sl A & S2A SOFFIT1ER ram {{�»Wy'el ntl,IurNn hbu4r(M6�41Hm1YNP N.psxn�pMy.m b�'A Pr'mMdr.fq Iw 1W�1 b dfAr,4M1h >Ab•»IeN •Yk..i 'kap PriKu . ro,✓Fk ..., tHu.rq mWirNd♦ nn o+. I fw awd4 .«eN..h+mr. ■ ' ' '•��' D.MMe r k Wi &+4fa-oati rw r.Lf d .lM. »A•�tA NUn G tc_ W' }4 k 9Wn m hrJrr a,q, MnwM. {e4 �y„Ne 'wu', n k dd nnka l+Aed hm-.r5n. N ;fir n•..mrgro mr...w e. Wbr.lr•I. TCty-W f�urNA/. QyTNr rt«unp rent T�w61C Wrn ,M.<e puktvote,yavQ»p.Yd14,�1 Bl A & Bl A2 ash 2.0 fe 5.0 F. S1A & S2A FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL i� 1 ) I � 1 + + I 00 0.01,/� O.oJ I 0.00 , 402 0.03 )0.09 ( 0.22 4 +)}I+ AD.m 1.13 ax++ ),+ 0.06 013 I O.33 +1 + + I + 0.04 CLOG /63 I'0.36 0.04 0.05 0y .y2 a.o5 1 a oa o.f2, is + 1 + �+ 0.05 �.lo 0.15+1+14 T.3 1 � 45 1 �I + 0-� 0. + + 0.11 0.1 ,1Oy 7� ' 0+ 0,18 .3 291 3 .Q, 1 �10.50 } 7 1 + \ 89 4 \ 1 2 IF � 1 0. 4 1 + 1 2 + 1 1.09� 1 \ PROPOSED SITE ENGINEER: tt 1, I f r `\ SITE LIGHT _ i - +' + I + / o.m ao1 fJ am o. o.do _ ^^--�'.ee �0.17�0.01 aol gol -.00 0. o "O.00 moo a0 0.oO 0.17 1 o.d9L .Os 0.D3 O.o2 0.0 1 O.ol 0.01 I O.Oo o.1 + 1, e + ^+ + X + / + + + + + + + �+ I +1 + v'L +Z + + + 1 o. 0.00 aoo aoo L aoz 0.04 _o a9- 0.06 a04 0.02 a QRt_°yr� rerDl- 0. 0. M+1 101 0.01 O.ol 0.02 0.04 i�1.08 0.36 0140 158 k1.9d-- III 0. 0.01 0.0, /C01 0.01 a. 0.97 Q 0.S5 aS7 2. .19 S 93 .58 O.J9 si 6.4 y \/ I D. OA1 1�0.01 /. L 2. 1 L84 1 92 d 2 0.72' /. 1 2. 1 L84 I 92 0 2 0.72/ 0.61 1.31 \2.76 4.72 4.74 2. 9 I 1.50 .63 0.4 iOA' _ 1 1 IIIIII `1 + +, 4 + •� + 1 + . I / .12 4S 4.7 B.50 5.95 J.8 1192 i 0. �D. 73 ' 0.77 1.17 2(\S J.39 4. 3.63 2 1.73 0 La7i- B 0 (0.59 01 1. 52 4.79 4.59 'J.20 �.680,9 `a71�0. �0:72 .98 1.81 46 274 2.73 �T.OS 1.29 0.84 0.79' r7r--4,11 .5 0. 3 1.42 80 ],37 3.31 7t8� 1.64 0. 71 0.65 0.69 0.88 1.32 1.77 \.96 2.O�I z02 111 0.91 0.68, 2 1.: I/ \ �D 1.17 1.93 �20 2.16 I%1.01 �.13 .50 �0.98 .77 ).74 78 0.91 1.30 2.55 2.84\\2j 9 2.74 2.11 1.17 1.03 0.K 0.64 1.01 1.72 226\\ 2.49 I 275 \ 1.25 .10 / 0.86 0.9\ `1.16 1.48 2.31 2.31� 1.977 1.89 . 'QB7• 0.80 0 0.81 + + 4 } + \L % + i�+ I + I °I 0.76 0.53 0 0.30 O.6y 0.89-Q:It 0152200.39 M48 0.52 C{ 0.7', 1.16 2.43 246 3. ze0 24 t.24 + + + + + + + _� '+ + + + + + + + + + + 0.52 .80 1.W 1.13 1.76• 1`IO SS -160 0.40 0,36 0.37 a37 0.29 .32 0.]5 0.]6 0.J7 O.Je 0.4 06LQ 30 .42 Mal 0.50 0.53 0.55 0.40 0.28 ID.30 Ok9 U. 4 0.30 .41 0.35 0,30 OL29 0.30 0. 0.54 10. Q2] 28 0.77 0.45 0.49 0.41 0.32 0.28 11.T5 0.2{ 0 7 .2 0. .35 0.22 0.20 0.21 0.26 0.74 0 6 0.41 0 1� 0.57 0." 0.31 0.26 0.27 0.27/ 4 1.18 z 1.60 461 0.23 46- I Q34 0. 8 0.5a 0.61 0.89 0.711 • 0.43 0.34 Q!6 0.39 0. 4 (54a 0 0.26 0.10 0. 0.61 0.60 1.10 1.04 4 0.62 O.a3 1.0z o.13 0. o.o0 1/Z + + I+ + + + + 1.3 1.37 1.25 1.75 1.82 1.31 .01 2.26 + + + " + + + + y 7105 2.6 2.28 Q79 73 2.51 1.2 1.9 3. O S E p \\ 11 + +-u + + PROP ; 1A4.04 R.93 .13 2.91 / � 1.5- 2.08 / + + -4� + + + + gUIL)IN 8.21 4.81 &IS 2r 2.90 273 1.+6 1.62 F.F.E. 316.75 /' T 3. 3.83 2.73 / 2.22 2.71 1.31 , 9 .0 + + + + I +B1A / zT •�72 � 16 83 1.33 1.16 1.55 1.39 .61 tt 4 4 +J � lJ j• /� 1. 1.16 0.95 0 0.77 1.04 128 4. ! .1)7 0.01 0.01 0.0 O.ot 0.01 31 +I a 21sf 0.22 0.111 N 1 it i{ I CIVIL ENGINEERING ASSOCIATES, INC. P.O. BOA 435 SHELSLVTNE, :7 05482 W2) .SaJno FAX 60249.1m. -b. ,wrw.cpeM.c.n� 1 cOmuter ®eope - Au moan wmlTm I I (- DR11fN PJ M 11 � cnecRaD I I SAV I /0.71 101\ �1.06 b�9 aI + a � + 1 I � � APPHaTm SAV 1 1.21 A!Se` �2 a z.8t I�ps,Vii14 0.39' I 1 + + S1AZ .. OWNER: 1 5.31 .� 1- :. j I S .. EIGHTY MIDAS 2.`'j7 3.98 B.o� y.e9 DRIVE LLC +\ 11.e�\ + + + al4 4.a ass ].]] ).7e 1 .97 eo l t j -- - J' -- f . -�1 � 3.13 3.W�26..)1 '7. 93_._ a9_1 -- - - 80 MIDAS DRIVE SOUTH BURLINGTON !�'-- G -\\ �N� + ) I VERMONT I1 19 )`47 2\12 z14 S�eo- `� e o j� I I 05403 + 2.762.. .76 \ 2.64/ 2� e� - 0 ll �126 \ / 2..f..w' 2t 2.+3+2 - _ 0. PROJECT: PROPOSED O�53 VERMONT dJ7 + + ` ' } 1+ 0.28 0.31 0.]7 7 ` %' i FEDERAL 0.x0, x :,.+27 \+' l + ++ 0,32 O.2a O.TID 0.1+ + CREDIT UNION 80 MIDAS DRIVE .�0 1: .2 1.95 'r O.e2 0127 .. . 1 11 ; I ' SOUTH BURLINGTON J li ;, VERMONT o 4.4e 2.03 �t1.x 10.31 0.2I Q}1 0.11 / J SI / 2.5a 10.79 Q15� Q25 I /1.]1 1.29 1.�1'/�'+i�7� 1.27,E 11.0 0. 9 W F. ,Ir".,��". .Jo 1.{?j o.ae1 0. D.I. i S 11 ;' L + I+ ,Ya:Lrcr +i LJ Qe B8 + Ito__. + .__+-. + 1.18 2.82\ 4.0 ...-2-Sd I.tY��` .. i� 1 *-4 } + + `6 2 71 + + + + + a66'�a6r 0.90 1.4�T87 + .OS 2.52 + + + + + . 2 0105 i-Q 0.24 •0.82 1.22 2.,)i0 + ��+ +, + + 6.06 .7B .9� 66 - qJ4 J 48 47 .47 0. O.se 0. 7 1.SI 3.30 3.a1� 1.81 1.39 0.90 .zs o.06 a.05 0.03 O f 0.01 , GJM- • o9T ' 0.03 G. - - 0 0 0..4 DIM 0.66 1,24\ 141 3.66 2.47 232'\7 0.98 0.52 0.19 0.05 0.03 0.01 0.00 0.03 0. 0.14 Owy�jp '•"'�J�"� + \ + \+ i/ + =.- 't�i '�} "^ 0.84 L1J , C.. ' 0.12 ri 0. d. 0 a 0.37 + + /. Las 2b2 269 3.85 \ + + 27/5 + + + Q2S Dill 0.02 0.0 + + �OyY + t„ + -6'.R1-0.02 0/d"4 0.10 0.2] + 0.4S + + + 0, l 0.00 + + 0.00 0.SY2 0.01 1 + 'I 1 0. o. o. a . + + 90 0.96 1s o + 6 , R + + �+ 0. o. o.os ao1 ao1 + + 0.01 0.01 + + %+ + + 0.0o am (�(ot a.o2 0.02 + am aqo ip 9 , PE I 0.06 0. 1 + 7 O.ee .13 2. S. 7. 3 ?A 0. 0.02 0.00 0.00 0.00 0.00 .J + !pp! 4 1 o.oe �J+ 1 .2 a�! . 0 ' ; �Sy7 0.02 0.01 = ( 7 �" No 8 ./}I!Fryer 04 11.04 b. 1 0 0. 0.01 / + -)+ -+ .0 + + + + + + + 0.01 a � City �Iay rJ�.�`O. .02 j .01 dDJ 6.65 6.06 62 %"1 . 3 6;Ox _ / //' "7 I`BUP'IB�1�` iarl (101 )0.01 0. x j 0.04 A:ae a.1d a1J Q1a a.oz 0.(11 0.01 0. 0.01 'b.03 O.O,• 0.04♦ 02 4 �\y- f' rf !T •''� WILATION SUMMARY AREA NAME AVE MAX MIN Ana 1 111MENSONS 230.38e20e.HFt 1.10 7.00 1 a00 -) ! �: i i ' y�!•...j �-' _- ..♦ / / . ''J�-� \_,l �, .� F.d" C-dil Union (05122) LUMINAIE SCHEDULE ` i TTP I DESCRIPTION LAMP LUMENS OTY BIA SP (1) B7 sr Hn-FL <I) H-7o/HOR 3500 z Bt AZ (1) 'B7• ST-HI7-HL (1) 14-70/44OR 3500 2 su SPAU DING 16' High 175W (1) 'SI• CM-HI7-IV (1) H-175/HOR 8800 4 S2A(1) SPAULDINC 12' High 100W "SY CM-HIO-IV (1) H-100/NCR 6200 2 LOCATION MAP 1' � 1500 ml•6 mom A6T19ON /p/m LT ADD60 ADDITIONAL NI McaTe 96YDY69 TAI1 PACE I/t4/e6 SAY 66'NI9m I OOLOm9, PAm G- MGe1Wc I/A/m UT 96116m JFDO. fc, eADl 9. L1G9 c -T--T PROPOSED SITE LIGHTING PLAN DATL HANwc NUYHeH SEPT., 2005 L1 PROF. M. 05122 OWNER OF RECORD: I Eighty Midas Drive, LLC. I 80 Midas Drive ! South Burlington, VT APPLICANT I Eighty Midas Drive I.I.C. 9 N 80 Mldas Drive 1 South Burlington, Vr ZONING DISTRICT.- COMMERCIAL 1 - RESIDENTIAL 12 I PUD DIMENSIONAL REQUIREMENTS: Lll' II Required Emoting Proposed Lot Size 40,000&f.. 23,739s.t 23,739s.t. i Bldg. Coverage 40% 10.6% 12.7% i Lot Coverage 70% 21.4% 87.2% Front Yd Coverage 30% 11.4% 30.0% (Midas Drive) Front Yd Coverage 30% 57.0% 30.0%- (S.B. Easement) Front Yard 30' 38' 30.0' Side Yard 10, 15, 19.5' Rear Yard 30' nia nia ji / // Brassard Automotive $eNIC2s InC. / / ! '„sssssssssssssss%y�/ � ` 1 RIM-31 \ CI1 iV -iz SuJ.:9 ` El CB \ 1 ' -•'/ ( er City of South Burlington 1\ n�M9GE IX SIGN AAAA_r�yyyl�P SHRUBS { it ABANDONPROPOSED / i t PROPOSED SITE LIGHT �'\ BIKE RACK - SEESHEETLI SAWCUTEX PAVEMENT I AT PROPERTY LIYLWENE 1-�T� l� i I 1` I\ 1'• ' 31 1 I t 1 s41gpCK 1/ / / I / / 1 I _ / City of South Burlington 1 it v I / 1 $ I 1 I I / ' 1 I I 1 PROPOSED OUMPSTER d REC1'CL41,16 ENCLOSURE WI _ "GH STOCKADE FENCE / SE$ l FOR SCREENING PURPOspiwinwmsob Plepfbn ware ..,..i-' -IM-3! 4.60 �'•� ;N'v'. i'W�.311.5G � II i 4 o ''t!! m Iili1 I !i i; l - II' PROPOSED 1 1 it SIGN i . !' MATCH EX ,,,I-MATCH ;E MATCH EX CU AND PAVEMEN { j wST. WATEALII.IE .;q A.B. Pomerleau GRAPHIC SCALE m Io m ( IX yBEY ) 1 lmcbtL /TO BE Afl4NQON€L AND CURB X REMOVED !; /-SIDEWALKTO {{ I EXTEND ACROSS 771 PAVED DRIVE (TVP.'j r_-Ex. CB I! / RIM-}13307.33 .10 II i INV INV 12'E-306.08 It • INV AAISaSM0SN11E -RIO F0LSGR d INSTALL SOLID CdvEF 13.3 ,I i E!tY 12"W-307. 5! 12_ 3ry EPRESSE6i� tnS r 1� / CURBAT ,11''I 111 ENTRANCE 1 rr. 1 1j W RIM I '1M-2.91 ry !� { BxBTAPPING INV 16'N-30e.14 ,••t; ,_( SLEEVE dVALV INV 19'S-308.07 _I ' RAISE AlM ro I fINISH�I QE -- 'DO NOT ENT'ER� S/CdJS I � 11312.4 '11EMOVE EXIST. II , SWEWALK I r I ilH`:. SITE ENGINEER: NOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent f to the surveyed premises. Existing utility locotlons ore approximate only. The Contractor shall field verifyoil utility conflicts. All discrepancies shall be reported to the En ineer. Y port r 344 . The Contractor shall contact Dig Safe (866-344-7233) prior to any construction. 2. All existing utilities not Incorporated Into the final design shall be removed or obandoned as Indicated on the plans or directed by the Engineer. C1411 ENGINEERING ASSOCIATES, INC. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. Those P.O. B01465 SHELBL'HfiE, VT 0,W2 plane shall be submitted to the Owner at the completion of the project. i01.9P.':-JJ'+^ .`/.K ba]-0RrTfi: wzD: w.vw.• 'A. ;. •� cn 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or CDerncsr ®saes - Alt etee�s eealayso Indirect result of the construction. All disturbed areas resulting from the Installation of the water or sewer lines (on or off the Bite) shall be restored within 45 days of disturbance. r.xN MJW 5. All grossed areas shall be maintained until full Vegetation Is established. 6. Maintain all trees outside of construction limits. CIA- SAV 7. The Contractor sholl be responsible for all work necessary for complete and operable facilities and utilities. APPxovxD B. If the buBdlnq is , be aprMklered, bockflow prevention shill be provided In occadonce `SAV 7 with Ordinance For The Control Of Cross Conneetbna MAthM The Water �nstem Of The d CICit Of touth Ruy�L3pyjlVudltlnoton. The Site Contractor shall construct the water line to two feet OWNER: above the finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all Items and materials Incorporated Into the site work. Work shall not begin on any Item until shop drawing approval is granted. EIGHTY MIDAS 10. In addition to the requirements set in these plans and specifications, the Contractor shall complete the work in accordance with all permit conditions and City of So. Burlington Public World DRIVE LLC Standards. f If. The tolerance for finish grades for all pavement, walkways and lawn areas sholl be OA feet. 80 MIDAS DRIVE 12. Any dewatering necessary for the completion of the aitework shall be considered ae part of SOUTH BURLINGTON the contract and shall be the Contractors responsibility. VERMONT 13. The Contractor shall coordinate oil work within Town Road R.O.W. with South Burlington Public 05403 Works Department. 14. The Contractor shall Install the gas. electrical and telephone services In accordance with the utility companies requirements. A.B. Pomerleau 15. Existing pavement and tree stumps to be removed shall be disposed of at an approved off- PROJECT: site location. All pavement cuts shall be made with a pavement saw. Contractor PROPOSED 16. If there we any conflicts or Inconsistencies with the plans or specifications, the shall contact the Engineer for verification before work continues on the Item In question. VERMONT FEDERAL CREDIT UNION / .... //// 80 MIDAS DRiVE SOUTH BURLINGTON VERMONT Ain. . Of slo '6 (July In "/ LOCATION MAP LEGEND 1' ¢ 1500 - - - 139-- - '- EXISTING CONTOUR RATE CHIM0 BsvDaBN - PROPOSED CONTOUR 9/sa/as UT lurvisa0 M PSR srA ColeBNl'e - - PROPERTY LINE o/ia/M Bev RtVisep BUILDING. PARENG 1/a/p my BLrIBm BUIUMC. PABla1G --"-'- ---SS GRAVITY SEWER MAIN ---- ---- W WATER MAIN -- - __UE UNDERGROUND ELECTRIC --- - UT UNDERGROUND TELEPHONE --' -'----ST STORM DRAINAGE LINE ® SEWER MANHOLE PROPOSED ® STORM MANHOLE SITE OC�Q CLEANOUT 1; HYDRANT PLAN ® SHUT-OFF ® CATCH BASIN 0.0 LIGHT POLE - SIGN DAS6 SEPT.,2005 DeAtrLYG :NYAEi: EDGE OF WOODS/BRUSH •�-•••-•••- DRAINAGE SWALE " 20: C 1 Pa01. Nil. 05122 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: November 9, 2005 \drb\sub\eightymidasd rive\preliminary2.doc Plans received: November 8, 2005 EIGHTY MIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-05-79 Agenda # 6 Meeting date: November 15, 2005 Owners Applicant/Contact Eighty Midas Drive LLC Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080 C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne, VT 05482 Location Map I 1 CITY OF SOUTH BURLINUTON 2 1 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking preliminary plat approval for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) construct a 3-story, 8,543 square ft. general office building including a drive-in bank, 80 Midas Drive. The revised plan represents a 673 sq. ft. building reduction over the plan previously presented. The applicant appeared before the Development Review Board for sketch plan hearing on August 2, 2005 and preliminary plat hearing on October 4, 2005 and October 18, 2005 (minutes attached). The City placed this property in violation of the zoning regulations on April 28, 2005 for having cleared all the trees and vegetation at the rear of the building without approval from the Development Review Board and without a zoning permit. This violation continues. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 8, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C1 Zoning District'' Required 11 Proposed' + Min. Lot Size 40,000 S.F. 23,739 S.F Max. Building Coverage 40% 12.7% Max. Overall Coverage 70% 67.2% Max. Front Yard Coverage Midas Drive 30% 30% Max. Front Yard Coverage (City of South Burlington Easement 30% 30% Min. Front Setback Midas Drive 30 ft. 30 ft. Min. Front Setback (City of South Burlington Easement 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. ♦ Max. Building Height 35 ft. 44.6 ft. zoning compliance 4 pre-existing noncompliance ♦ waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eight ry midas\preliminary.doc (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B) (1), municipal water service must be extended to serve the proposed development. The South Burlington Water Department has reviewed the sketch plan and provided comments in a letter dated September 29, 2005 (attached). 1. The applicant shall comply with the conditions of the South Burlington Water Department. 2. The applicant shall obtain final water allocation approval from the South Burlington Water Department prior to final plat approval. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to final plat approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The applicant shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have two different curb cuts. The only ingress point is proposed via a two-way, 24 ft. curb -cut off of Midas Drive for ingress and egress into the main parking lot. It is proposed to go around the building and exit through a second curb cut onto Midas Drive; it is 12 ft. in width and is egress only. The applicant is proposing two (2) drive -through lanes of banking, 9 feet in width. The South Burlington Fire Department has reviewed the circulation plan and has noted that emergency vehicle circulation is potentially a problem. The turning radii must be appropriate to fit a full- sized fire rescue vehicle. Chief Doug Brent has indicated that he will work with the applicant to discuss the turning radii around the drive -through area. 5. The applicant shall meet with the South Burlington Fire Chief for review and the site plan shall be revised to comply with his comments prior to final plat approval. Furthermore, according to the ITE Trip Generation Manual, the proposed project will generate 124.54 vte's during the p.m. peak hour. This is an increase of 82.67 vehicle trip ends per hour over the existing traffic generation of 41.87 vte's. CITY OF SOUTH BURLINu TON 4 ' DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed development is in keeping with the goals for development within the Commercial 1 (Cl) Zoning District, as set forth in Section 5.01 of the SBLDR. (f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The subject property is relatively small and cannot provide significant open space. The non -paved portions of the property are located in an acceptable manner. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already noted that the Fire Chief should further review the plans with the applicant. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans reflect that the sidewalk along Midas Drive will continue to the southern access. This is appropriate. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 6. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant has submitted a site lighting plan and lighting cut sheets. The proposed lighting is not in compliance with the requirements of Section A.10 of the Performance Standards pertaining to indirect glare. This section limits illumination beyond the property line to not exceed a maximum 0.3 footcandles. The plan shows that in some places lighting beyond the property line will be has high as 0.84 footcandles. 7. The lighting plan shall be revised so as to be in compliance with the SBLDR. Lighting beyond the property line shall not exceed 0.3 footcandles. Furthermore, the applicant should assure that the proposed canopy lights are installed so as to be CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc recessed. The location of lighting is acceptable. 8. The proposed canopy lights must be installed so as to be recessed. The City Engineer reviewed the plans and provided comments in a memorandum dated September 29, 2005 (attached). The City Engineer shall also review subsequent plats. 9. The proposal shall comply with the requests of the City Engineer. U) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had previously submitted comments from a traffic consultant. At that time, the proposal was for three lanes and stacking lane length appeared to be adequate. However, the applicant is now proposing two lanes of drive -through traffic. The applicant should submit comments from the traffic consultant addressing the stacking of two lanes of drive -through traffic. 10. The applicant shall submit comments from a traffic consultant addressing the stacking lengths of the drive -through traffic prior to final plat approval. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate a significant increase in the vte's of the lot. Please see attached memo from the Director regarding traffic. d. bylaws in effect 1 CITY OF SOUTH BURLINUTON 6 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc This proposal violates several of the bylaws in effect, including the lighting and landscaping standards. These problems are identified in the memo and should be addressed at final plat. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: SITE PLAN REVIEW STANDARDS (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. According to Table 13-1 of the SBLDR, a drive -through bank requires 5.8 parking spaces for every 1,000 SF of gross floor area (GFA) while the general office space requires 3.5 spaces per 1,000 SF GFA. Thus, the proposal will require a total of 36 parking spaces. The applicant is proposing thirty-one (31) onsite parking spaces. This is a shortfall of 5 spaces, or 13.9%. Staff supports a parking waiver up to 25%. The plan includes three (3) handicapped spaces which is one (1) more than required. The handicapped space at the southwest corner of the lot should either be turned into a regular space or relocated closer to one of the entrances. 11. The Development Review Board grants the applicant a 13.9% parking waiver for a total of 31 spaces. 12. The plans shall be revised to either relocate the handicapped space at the southwest corner of the property closer to the building entrances or change it to a regular parking space. The angled parking spaces at the western edge of the property are in compliance with the standards for parking spaces. However, the aisle width between the end of the stall and the drive through lane appears to be short. Pursuant to Table 13-8 of the SBLDR, the aisle width for parking spaces angled at 60 degrees shall be 15 ft. Given a nine -foot drive -through banking lane, the aisle appears to meet this requirement. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The site plan depicts a bicycle rack in an appropriate location. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. As this property has frontage on Midas Drive and a potential future road, there is no true rear of the building. Therefore, staff finds the proposed parking spaces to be located in an acceptable manner, provided that the applicant provides extensive landscaping to serve as a buffer between the proposed parking and the planned city road to the north. The Director's memo also addresses this concern. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to existing buildings within the C1 District in this vicinity. The height of the proposed building is greater than the as -of -right 35 ft height limit for flat -roofed buildings. With the rooftop apparatus included, the height of the building will be 44.6 ft. The applicant is requesting a height waiver of 9.6 feet. Staff supports this waiver, especially since this building is adjacent to the Central District where taller heights are encouraged. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that any new utility lines shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted revised elevations showing all four facades of the building. These revised plans are a vast improvement over prior submittals. The plans now show aesthetically pleasing front facades for the north and east elevations, and harmonious facades for all sides. Attractive and well-defined entrances are shown from each public roadway. Staff finds that this plan meets this criterion. (t) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted revised elevations. These are a vast improvement over previous plans. The applicant has sufficiently addressed the appearance of the building from all four sides. The new door on the east side of the building is appropriate for one facing an existing public road. The entrance that presents on the planned city road is also well -designed and aesthetically pleasing from the public right of way. The applicant has also addressed previous concerns regarding the materials and colors used on the western fagade, above the drive -through lane. Staff supports all of these visual changes, finds them to be in compliance with the regulations, and is pleased with the fagade as an entry way to the city center. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb 1 CITY OF SOUTH BURLINU TON 8 ) DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eiqhty midas\preliminary doc cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No additional reservation of land shall be required for this application. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict the location of a screened dumpster. Landscaping The applicant has submitted a revised landscaping plan. This plan has not been reviewed by the City Arborist. 13. The city arborist shall review the landscaping plans and provide comments prior to submittal of the final plat application. The minimum landscaping requirement, based on building costs, is $22,220. A landscape budget was not included with the revised landscaping plan so it is not possible to determine whether the new plan meets the minimum requirement. However, as noted at sketch plan review, the applicant is currently in violation for removing trees from the property without approval. Staff suggests that the trees proposed off -site still be planted so as to account for the previous removal of trees. 14. The final plat submittal shall include a landscaping budget for the proposed new landscaping which shall meet or exceed the minimum requirement. This budget shall also include the value of the existing trees to remain. Significant landscaping is being proposed to screen the parking areas from Midas Drive and the planned city road. The Director's memo addresses this. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The proposed snow storage areas are adequate. The applicant has noted that during larger snowstorms, snow will be transported off -site. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc Other The applicant is actively working with staff on the phasing of building and demolition on this site. At this time, and because this is a matter of Administrative Officer approval of compliance, this is not an issue that the Development Review Board needs to address further. Section 13.09(E)(3) of the Land Development Regulations require the posting of a two-year bond for the cost of removing the existing building. 15. Prior to permit issuance, the applicant shall post a two-year bond for the cost of demolishing and removing the existing building. The survey plat submitted contains information outside the limits of the PUD. The plat should be revised to remove all information which does not directly relate to the application. 16. The survey plat shall be revised to remove all information not related to the PUD. Section 15.12(F)(1) of the Land Development Regulations requires that "the nearest signalized intersection or those specified by the DRB shall have an overall level of service of 'D' or better, at the peak street hour, including the anticipated impact of the fully developed proposed PUD or subdivision. In addition, the level of service of each through movement on the major roadway shall have a level of service `D' or better at full buildout". The Board at the last meeting requested the applicant provide an LOS analysis of the Midas Drive/Williston Road intersection to determine compliance with this standard. Please see the attached memo from the Director on this issue. wvkelLai The applicant has addressed many of the previous issues with this application. Staff recommends that the Development Review Board approve preliminary plat application #SD-05-79 subject to the numbered items above. Respectfully submitted, Raymond J. Belair, Administrative Officer Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT APPLICANT: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT ZONING DISTRICT.' COMMERCIAL 1 - RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS: Required Existing Proposed Lot Size 40, 000 s.1. 23,739s.f. 23,739s.f. Bldg. Coverage 40% 10.6% 12.7% Lot Coverage 70% 21.4% 67.2% Front Yd Coverage 30% 11-4% 30.0% (Midas Drive) Front Yd Coverage 30% 57.0% 30.0% (S.B. Easement) Front Yard 30, 38, 30.0 Side Yard 10, 15 19.5' Rear Yard 30' file n/a %%% Brassard Automotive $eNICBS, Inc. //i i /�jji�ii 1 _ � 1 RIM � SW ^L \v 3uJ.0a \ ^ass c 4 RN=3:3,A3 \ City of South BDrIingtOn R¢MgVE EX SIGN- . AND SHRUBS i ABANDON / i\ PROPOSED SITE LIGHT N `. PROPOSED I SEE SHEET LI BIKE RACK SAWCUT EX. PAVEMENT� - �I I AT PROPERTY LINE- 1 315 JSAWW STORAGE" +.37S.2 �1 I NEW UG ELEC. C 'i /${A INC'?J3'{✓✓�NV,Q//irf(' 1`c. LINE ERIFY ; � "' /� /{ ✓/ {/ Y //'Fy. N F F✓/F✓xFi, xx f r1 r.. W/GMP/ 1 .'1 � l/i',{/Jy tF✓r./f a '/ Fr l 1 � ��.1 G'�'✓ / FixF�y� ''` tor✓ '_;,/� r, City of South Burlington 1 11 1 1 3 5'1+ 162 i¢ ( 1 INV. 312.9 3,6.9 4 PROPOSED i „ 1 t j BULL D316NG 1 3 5.9 I S 31 UE316 l I 1 r 315 1 . I ' 'SN94 3�4 /•`, _ PROPOSED DUMP STERd STORAGE SF,TWK d J „'Y RECYCLING ENCLOSURE WI • 11 '/ 6`HIGH STOCKADE FENCE \ V _ FOR SCREENING PURPOSE$ Pub. mow. +ar1/ f SpIMM.9 McPb \ ri Ebyaaon 316T6 ,•-%" 1 / I \\ ✓ 4 1 - ' � .. i N II -� J I 11 L i PROPOSED 1 SIGN � 1 r - t 1 � MATCH EX I a SIDEWALK I 1 !I MATCH EX CU/IIB • AND PAVEMEN� II ��. ; .1 1 r 1I i II k313.1' EXIST. W4.4 LI . !.. TO BE AflAN'_.. 1 II AND REMOVED 1I ,' 11 i I 11 -SIDEWALK TO i! -T i �t 4 EXTENDACROSS 1i I II PAVED DRIVE(TYP)1 I ....1 Ex. 11 RIM-313.10 -NI INV 6'N-30733 1 I INV 12"E-30608 1 l y, iI INV 18*S-30S90 •RISE RIM TO FINISH GRADE 1 II a INSTALL SOLID COVER I x. C3 313.3iN t.. ti DEPRESSED 1 i 1� �CURBAT - - ENTRANCE (it'P. i r '1L -EX. ce -II RIM-312.91 INV 18'N-30814 INV 18-S-3G607 •�� l T RAISE RIM FINISH G i I� 'DO NOT EN SIGNS gAS �312.4 VERIkY REMOVE EXIST. SIDEWALK A.B. Pomerleau GRAPHIC SCALE / I _ m 1. m aas City of South Burlington / / ■act ) I � 1 E inch h . za n II tl I 1 I ax6TAPPING SLEEVE 8 VALV NOTE 1. UtOtles shown do not purport to constitute or represent all utlities located upon or a to the surveyed premises. Existing utility locations are approximate only. The Contr shall field verify all utility conflicts. All dl... pandas shall be reported to the Engine The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated Into the final design shall be removed or obando as Indicated on the plans or directed by the Engineer. 3. The Contractor shall maintain as -built plans (with ties) for all underground utilities. plane shall be submitted to the Owner at the completion of the project. 4. The Contractor shall repair/restore oil disturbed area. (an or off the site) as a direr Indirect result of the con traction. All disturbed areas resulting from the installation the water or sewer lines (on or off the site) shall be restored within 45 days of clot 5. All greased areas shall be maintained until full vegetation le established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible far all work necessary for complete and operable facilities and utilities. 6, If the building Is to be sprinklered, backflow prevention shol be provided In accordant 7with O all < F Th C t d Of C C flans Within The Water Svstem O1 Tht R �,Ijv Of South Budlnaton. The Site Contractor shall construct the water line to two above the 8nlahad floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all Items and materials Incorporated In alto work. Work shall not begin on any item until shop drawing approval Is granted. 10. In addition to the requirements set in these plans and specifications, the Contractor complete the work in accordance with all permit conditions and City of So. Budingtoi Standard.. it. The tolerance for finish grades for all pavement, walkways and lawn areas shall be 0.' 12. Any dewatering necessary for the completion of the sitework shall be considered as p the contract and shall be the Contractor's respaoalbsity. 13. The Contractor shall coordinate oil work within Town Rood R.O.W. with South Budingto Works Deportment. 14. The Contractor shall Install the gas, electrical and telephone services In accordance w utility companies requirements. A.B. Pomerleau 15. Existing pavement and tree stumps to be removed shall be disposed of at an approv site location. All pavement cuts shall be made with a pavement saw. 16. If there are any conflicts or Inconsistencies with the plans or specifications, the Cont shall contact the Engineer far verification before work continues on the Item in ques Nov 0.8 C1tyof3 g v� LEGEND I ' J'' EXISTING CONTOUR 138 PROPOSED CONTOUR PROPERTY LINE --SS GRAVITY SEWER MAIN \ .... . W WATER MAIN ---- ---UE UNDERGROUND ELECTF ----- ---- UT UNDERGROUND TELEPF - .-ST STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE OCO CLEANOUT HYDRANT ® SHUT-OFF ® CATCH BASIN oa LIGHT POLE v SIGN ✓��+w EDGE OF WOODS/BRU ----- DRAINAGE SWALE SITE ENGINEER: djacent ctor r ad CIVIL ENGINEERING. ASSOCIATES, INC- rho.. .0 BCk 46, SHEL BVI74E VT 05182 S1198..132rex: 8WIWS1?r'. -0, avxw. o,wwwft' , or of coermasr - ut mesa momrveo Irbanca. on" MJW MCXRp SAV I S V .at OWNER: .o the EIGHTY MIDAS rhall Public Works DRIVE, LLC feet. 80 MIDAS DRIVE ,rt of SOUTH BURLINGTON VERMONT Public 05403 th the PROJECT: d off - PROPOSED actor Ian. VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT � S M f ' � f PeaJECT 1 "� eaurxal 1 2 7 9t " on I J - 1 LOCATION MAP 1'a 15W un Cmlal® B.VaBON 0/n/0, 9AV m<t'® 1e Pm# Bil co10@l78 10/13/01 BAP 1 aamnsi:p BUBDOG. PAe312ENG t/e/m LP wP®m Ec-ne,. P�c IC ONE PROPOSED SITE PLAN ale SEPT., 2005 aeewmc Nvlmla iH 11.=20' C1 ... No. 05122 SITE LIGHT I ANCHOR BOLTS & NON -TAPERED SQUARE TEMPLATE BY UT ALUMINIUM POLE I POLE SUPPLER DARK BRONZE FINISH BOLT OR CADWELD HAND HOLE w/COVER GROUND WIRE X- TO POLE PAVEMENT FINISH GRADE 3'-L SURFACE 3/4* CONDUIT FOR SCH 80 PVC FROM BARE COPPER POLE TO POLE */ GROUND WIRE SEPARATE GROUND (4) 05 VERTICAL---� WIRE 3/4' x 10' COPPER -\ GALVANIZED STEEL To WELD GROUND ROD 18. PVC CONDUIT CONNECTOR BOND To CONDUIT, #3 TIES 0 12, D.C. BASE & POLE POLE LIGHT DETAIL N.T.S. MEDALLION 1,z wil. 'El zInin 'I- 11.1 --, �h -1 .1- b-k. r.d to M., K1 1. -1-- Apli- 6 d 91:r • ly- S1 A & S2A SOFFITIER G b Tl-'. I- fnr+nD. nit' fW r1 1% B1 A & B1 A2 2.0 f. 5.0 1. S1 A & S2A FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL SITE ENGINEER: IcL V T 11 PROPOSED SITE LIGHT + CIVIL ENGINEERING ASSOCIATES, INC. D!O1 0.01 a -0. Z;i 0.1 P.O. BOA 485 SHELSORAlf-, r 05182 + +IL 1 ;F 00, r-/� ", 0.01 0.. a -11.00-_a 0, �.00 0.00 00 0,00 0.171 O.Q9 P.05 .03 0.02 0.0 act 0.00 .01D 0. + + + + + + + + + +1 + + + C+ a. ato 0.05 0,04 -' *0 al It OC 0.02 + 0.02 O.OL- 1�01- 4: tf7 + :�DT-70.+00 +40 V. j 0.01 0.0 .0 0.01 0.03 PJM + + + + + :7 + + + + + 0 a. 0.01 1� 0.03 11 0100 0. .01 0.01 OL01 0.02 O-q>; �.18 0.36 0+40 15.1 Of all SAV + /+ + -, + + + + + +1 + + 0 10,71 't 02 0+05 '1O.+09 110+22 0 001 0.01 /d`DI 0.01 d.03 0.97 0.55 a- D-.+79 Ill. -,0 Ile- +)TA - -- ..-- L : SAV 11 + ) + + + + +( + + - + + I + L of 1.50 o.al I. aoi 1 64 2 .72( Mal 1..51 \2+7 4 + �85 014 �10 6� /Olisg 11.21 .11115', 8 2hr 1,5 130 1q1A OWNER: + 49 A + )+ + + + + + + v it �t + I I I _ 10.33 92 0) .73 0.77 .17 It 3+39 4. 0. Moe Dial .12 45 4:7 6.50 1 92 OL 0.7. 3 1:35 OT7 (IV go-, 5.31 3�4�_v 60 + + . . . EIGHTY MIDAS + +- + + 1+ + + !+I + 0.06 01+ 0.36 .59 01 4,79 0. 0.72 1.51 46 7 2.35 /2.05 1.29 0184 0.79' 1 9 12. &99 6.04 L 4.211-, M .59 0.04 13 2 DRIVE, LLC + + ;+ + r + + + + + 0. 1...+ 3.14 4.41 0.04 MOB 0 3q 0.. 3 .42 80 3.37 3.31 Z:B� 1.64 1.+71 \o. 0.69 0.111111 1.32 1.77 2.;' +. 1.+31 0.91 .+..) I . 3 .53 133 �7. .97 1 + 1+ - + 1 80 MIDAS DRIVE + + +) + + + + 4 + + . + SOUTH BURLINGTON + +\ D + + +/ 3,13 .05 O.Oa af 25 .17 1.93 '12.20 2.16 &01, i.5o aga �77 ).74 �76 0.91 1.+30 L55 2.84 2.4 2+74 2.11 1.17 2- 3% 264 170 1 + VERMONT 0 + 05403 0.03 �..+l 0 aK 0.64 1.01 1.72 2.2.\ 2.49) 2.+75 1.+93 1.25 ro If aas age L+15 1.+48 2+31 2.31 1.97 i.a!, 2 2.14 -v97 aso 0. 0.82 11.10 2�1 2 + + t + + + 0.80 0.63 0.6 0.52 M39 0.46 0152 d 0.72 2.76 2.64/ 11 + + + + + + 0 4 .21) 1.19 2.45 2.46 3\+Vj Z+50 ?.+24 11.+24 i+ 0.75 0.53 0.84 it PROJECT: + + + + + + + + + + + + + + + + + + + .26 2.35 02 it 0 PROPOSED 45 1 1 1 0152 1+ 1+ 4410 0.40 OL36 0.37 0.37 0.29 .32 0.35 1 & X- 0.37 .35 0.4 4 Z35 2.V- 2.43, f ..15 1.75. 1.45 1.00 1?110-ff 2. t L+ + 1+ + + + + + + + + + + + + ;P.30 0 am Qy 0. 30 .42 0.61 0.50 0.53 0.55 OL40 0.25 0:22r 0. 4 0.30 .41 0.35 0.29 0.30 0. 0.54 '-\O. O."ll 0.9 tt VERMONT + . . . . . ... . + . . . . . . OA •+ + + + + + + Oil 0.1 + 1 0.26 137 0.28 0.31 0.37 0.27 l,a201\% 0.1 FEDERAL ,�Ij 0.23 2a 0.37 0.4.5 0.49 0.41 _S32 260.23 0.24 0 7 .2 .35 0.22 0.20 0.21 + + + + + + + + CREDIT UNION 0.31 0.26 0.27 0.2 61 0.23 'ilo '+ +32 a+211 0.123 0.18 -orl + + + + + + + 29 0134 0 8 0.41 0.44 10,16 0.37 + + + + + 6 0. +; D ;;, 0+ + + 0 + + + 0-1; 0. a 0.58 0.61 .43 0.34 10 57 0137 0.24�� al�,-- 0.89 "A;lr M 80 MIDAS DRIVE + + .85 0.82 C SOUTH BURLINGTON .10 + . 1.02 IA2 + 0.! Mal V. I a;, j. VERMONT + + + I + + I + + + .59 1.3 1.37 1.28 ,a 1.31 .01 2.26 0.11 :,.+7 2 ,+ + + + + + + + #5 2.+5 2.+2.\,AZ7. 7: z" 1.9 3 4.48 Z03 i56 10.31 0.21 0.11 0.11 0. + + PROPOSED + + + +1 + 4 4.04 �93 13 2.58 1.31 am 0.25 2.91 1. 2 + + + ;+ . + -r + + + .0 5.2 .61 3. 75 1.46 1.52 -;n a 16 2r Z90 2.+ + BUILDING * ;. + 1 1.29 IAA 7 1.27� 1. F.F.E.31 b. I Z) I \ --; 6" + .+.1--W� 30 0. a o. 1. 3+63 Z73 2.22 2.71 1.31 .0 I+ I+ + +81A 1+ 11 + 1 2. .33 1 1 7 -1 1* .16 .55 .39 + + + + + + + + 1.00-11, 1. 1.18 0.93 D 0.77 1.04 "1 1 .21d 2.6 1.15 1 t + + + + + + + +� + + .36 --'a;QO 5' 1. 57 05 2.52 z Q* 0. 4 2j 1.2 6.069 78 .9? 2 .71 "a- 01 63 6.069 + + + + + + + + + + + + + + - 4- + M03 0. 46 4 47 0. 0.56 3.35 3AN izi 1.39 0.90 .25 0,00 0.03 0.03 0.02 0.01 GAS- •O.Vf 0.03 4- 134 Ix G. + + + + + + + + + + + 0 0 3 0.14 OL33 0.11111 1.24< &41 3+56 2+47 2.31 1�7 0.95 0.52. �, 0.19 OLDII 0.03 OLO1 0.00 OL03 O.r OLI 0. 3we also 0 &114 .42 OLI + + + + + + + + + + + + +--r - - + + + t- - + O.� o. a 0.37 1. 1 As 292 2.419 3.65 0125 0.11 0.02 0.01 0101 _pab -V.W-0.02 .,o 0.+23 0 .45 1, +0 0 0 0.01 1 .00 .00 110 +\ + + 0+95 1 0+ +- + + + + + + + 0. 0. 5 . 0.06 0.01 001 0.01 0.01 0.00 MCI 0,01 0.02 0.02 0.07 1 '" ': I + 1+ + ..... VE "D 0.06 0. 1 7 0.66 .13 2. 5 7 3 0. 0.02 0.00 0.00 0.00 0.00 + + + + + + + aoa -9.1 1 al .2 0 2 0.02 (Lol ,11; - -4' v) Nov 0 8 1+ 1+ .1 -0 + + + 11 �.+04 I i L04 + 0. + 0.0, .0, i + + 0 City of 191tor, 2 p-ol 03 0.05 .09 .. .21 0,31 0.46 OL02 so. + + + ' +/ + + dot0.01 0. 0.04 .00 aid au 0.02 ope + 000 0.01 0. 0.01 4.03 0.0; le. .0� 0.04 le it CALCULATION SUMMARY AREA NAME DIMENSIONS AVE IMAX IMIN Arm 230.33,205.44Ft 11.10 17.80 10.00 F.d.d Credit U.1- (05122) UUMINAIRE SCHEDULE TYP DESCRIPTION LAMP LUMENS I M EIIA AUU0fNC S.Mt---Cfr ;1W Sp '91" ST-1117-111- (1) (1) H-7O/HOR 3500 BIA2 SPA . . (1) -Bi- ST-H17-IL (1) H-7O/HDR 35W _2 2 SIA SPAULDING 15' NO 175W (1) -Sl- -H17-IV (1) H-175/HaR SM 4 S2A SPAULDING 12' High I DOW (1) 'ST CM-HlO--IV (1) H-I00/4CR 5200 2 A �I-r'_-1 LOCATION MAP OATS M� 11/111/4111 SAY 10/13M SAY . it" my DDITION& 1011I LIGHTS/ -VA PACK uc@IIITG PROPOSED SITE LIGHTING PLAN SEPT., 2005 1" = 10' L 1 PROl. NO. 05122 Mulch Be" I Plpu I 1 �I� Lawn y Pfom PI pu 5 Thon Pfpu 2 Plpu Chno Thon awn 3 Thon Chno Jucb 3 Thon 3 ClalPipu 3 Jucs PI orn j� 4 Clhp Q Lawn 1 1n Clr's ,h, \� �1Md y1' d1an7, 1 1 Re p1 I 1 1 Acfr I 1 (In MuOpbed) All rn 12 umfAAAA ulch b d) Lawn / Lawn 1 IF UE ' f 1 / / / 1 / � I PROpOSEO eU,LoI F.F.E. 31 .75 U P L A N T L 1 5 T I'v O 5—hhflc Nano Common Nave 5— Ad, 3 Ace, R free--u 'Jaffe* Red Jeff— Red Maple 2.5-3 in` B4B Aruv 296 Arcto. w- uw.urw B—t ry I g.l., 10-12- 5uml 12 5,—m cro h la Wnter reen' Wntergreen Bor*ood 3 gal., 15-1& Chno 2 Ch.em.ec .r ootk. ...'PAndula' Al..k. Weeping Ced- 4-5 ft., 7 gal. CIA 3 0.thr..104, 9ummereWeet 3g.1., 15-18M C(hp 3 Clt— .Indolu'Hoke MW HGIue Pmk 5ummeroWeet 3 .I., 15-1& CI'. 4 Ott," Ar'foh.'IA,by Ioe' Ruby Spice 5umm—' 3 g.1., 1u.1 7 E— mue A... coin Club fire BAI' RrA Ball Compact Bu—g Bush 24-301n, Have 1 1-6. —4'. VArn.l Wtchhaed 5-10 ft„545 Jam I J- eras chin-e. TNue Pant Blue Point Jumper 3.4 ft.. 5 gA. Jucs 3 J— era. oh,r-.,s Sp~ Sp.rtsn Jumps 5-6 It, 6 OA. R I IG Plce. a ftte 5r— 6.7 ft., 545 Rom 4 Roe. om k. Barb- 3pruee 6.7 ft., 1546 P G Rau un ene'Fat Aber P.t Nbert Blue Sp— 4-5 ft..M Wb Ouercu. bcdar 5—p Wh'te Oak 2.5-3 m.. 51B T.t. 7 T.Ru. medu 7-11' D.rk Green 5preadmg YAW 3 g.l. 15. 16 in. Thon 19 Thul. ocadentahe'N-d Dark Green Am-- AL,- 6-7 ft SITE ENGINEER: 1i CIYII INGINIIRING ASSOCIATIS. INC. MPYNCHT QJ aOnM1 -ALL PJORM REAEAVED lift N ML CJIECXSD SAV APPROVED SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: IF ExisPROPOSED Rec; n 1211 /Q� VERMONT dra Red M ram Red aple FEDERAL O[/ �� 1 100 Aruv (in mulch bed) CREDIT UNION Nv 49� � O I CY�f®� 80 MIDAS DRIVE SOUTH BURLINGTON SQ VERMONT Gx8xLawn d9e (Blocks Granite eve/n9tO / Acfr Lawn I 12 Aruv La wn (In mulch bed) udf ,,..; La wn ( Iche'�—__ 86 Aruv I G P 91 (in mulch bed) Qub( Landscape Plan Prepared by Michael Lawrence Assoc. 8 Linden Lane, Essex Jct., VT 05403 Lawn / / 1 / Acfr ARBORTIE GREEN FLAT WOVEN POLYPROPYLENE STAKING MATERIAL. 3/4 IN. WIDE, TRIM DECIDUOUS TREES TO PROVIDE 6 Fi CLEARANCE 900 LB. BREAK S7RENG7H w a [2/TREE] FASTEN ARBORTIE TO STAKES. WRAP OVER R007 BALL TO KEEP TREE FROM ROCKING PLUMB TREE TRUNK OATS CNN= REVIMON f/e/oe FIAT REATEeo BCIIDMG, PAAEING / 6 �,I (4) 2" X 2" X 2' L HARDWOOD STAKES DRIVEN (MIN. IB") FIRMLY INTO SUB- GATOR BAG (1/TREE) 3" MULCH - DO NOT APPLY AROUND TRUNK / GRADE PRIOR TO BACKFILLING, FORM 4" SAUCER CUT AND BEND UNDISTURBED SOIL --I BACK WIRE, _- PEEL BURLAP �mfllml Illi Til IIIT TOP 1/3 OF ROOTBALL x8xl ° Granite BACKFILL WITH SOIL MIN CONSISTING OF ONE PART EXCAVATED SOIL AND ONE PART WATER TON INTERVALE COMPOST. WATER AND TAMP 70 REMOVE AIR POCKETS. J. f 2 x L BALDIA. BREAK APART EDGE OF EXCAVATION W/SHOVEL PROPOSED LANDSCAPING Ed9e Blocks PLANT TREE 50 THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE PLAN N 2. STAKING AS REOUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS. ROPE, STRING AND SURVEYOR RATS DRAAHar, NUNEER TAPE PRIOR 7D PLANTING TO PREVENT GIRDLING. SEPT., 2005 TREE PLANTING DETAIL } n1s 1 10 L L'' PRIM. NO. 05122 ■ � 'P ' Y �6C YY 1 Y h ''Tin' rhi6i Ri , iw4i4 hJa'L'hi 6y� gay; 1-,h� h',' li, E--F z W W O CD NW :z L.L i I h n 1 z 0 �- Ovm=' dInatrumcnb d8wlw air.aon..m3.�np r�K�on.,�o�naawfit,,,fiNdM.,nor...nddWrm�wn..a...dn.m.naa.Prot, anYm.co.wl.ww�minan.n.wsdv irananmeaa+rNrrreca.�rtTt,,, irrb.nr�mrw�v.�eaesnss..anyr�ww�yercrpro ften DEVELOPMENT REVIEW BOARD 4 OCTOBER 2005 9. Site Plan Application #SP-05-40 of Rice Memorial High School to amend a previously approved plan for a 126,875 sq. ft. educational facility. The amendment consists of constructing two 336 sq. ft. detached accessory structures, 99 Proctor Avenue: Mr. Lee asked about the screening of dumpsters. Mr. Belair said they will have to be screened before the new sheds can be occupied. Staff had no other issues. Ms. Quimby moved to approve Application #CU-05-14 0540 of Rice Memorial High School subject to the stipul; Bolton seconded. Motion passed unanimously. 10. Site Plan Application #SP-05-43 of Lifteeh Eqt ft. building with 4950 sq. ft. of equipment servi 4950 sq. ft. of warehouse use, 33 Commerce.A,% Mr. Keough asked about fencing for the dumpster. Mr. I shown on the plan and screened. Staff approval will also Mr. Belair reviewed the history of the t uses, but there have been tenants in the They are also asking fox,11 Ms. Quimby moved t(' subject to the stipulati pment so y in Plan Application #SP- the draft motion. Mr. rent to occupy a 9900 sq. sales and rental use. and said it will have to be red for lighting. were never any approved t is getting a re -approval. Plan Application #SD-05-43 of Liftech Equipment i motion. 1V r. Farley seconded. Motion passed Public Hearing: Preliminary, Plat Application #SD-05-79 of Eighty Midas OlJye, LLC, for a planned unit development consisting of: 1) razing a 2526 sq general office building, and 2) constructing a 9122 sq. ft. general office buil"g including a drive-in bank, 80 Midas Drive: Mr. Vock said the p1 t °similar to sketch plan. Landscaping, lighting, etc. have been added. The value ofndscaping is more than the requirement. There are also areas designated for snow storage. Mr. Vock showed the location of pole -mounted lights and other lighting. He showed the location of sewer and water connections. The building will be sprinklered. Mr. Vock also showed the location of 2 accesses, one will be "in" and one "out." Ms. LaRose said Chief Brent feels the access aisle is not wide enough to set up a ladder truck. He will speak to the applicant about this. -5- 1 DEVELOPMENT REVIEW BOARD 4 OCTOBER 2005 Mr. Dinklage noted the plan results in an increase of 105 vehicle trip ends per hour. Mr. Vock said they feel it will be much less. Mr. Dinklage asked about mitigation for this. Mr. Belair said a traffic expert has not yet looked at this. The applicant will pay an impact fee. Ms. Quimby noted the traffic light lets only 2 or 3 cars through at a time. She asked if that will be changed. Mr. Belair said he presumed it will be looked at. Ms. LaRose said there are consultants working on that whole City Center area, and that light will be included. Mr. Belair noted the applicant is requesting more of a parking waiver than the Board is allowed to approve. They also barely meet the landscaping requirement on site. Mr. Belair also reported that the applicant cut down all the trees in the rear of the lot without approval, so the Board can ask for more planting to compensate for that. , Mr. Belair reminded the Board that last week an applicant told the Board they needed more parking than the requirement, and this applicatt is asking, for a 25% waiver. He said staff is not willing to recommend a waiver. Mr. Dinklage said that if there isn't enough parking, people will park in the shopping center,across the road, and that wouldn't be appropriate. Ms. LaRose asked how many employees are expected to, be in the building. Mr. Vock estimated 18-20. Mr. Dinklage felt thi$ is way tooi,dense a development for this size lot. The way for the Board to control this isK'vth paring. He felt may have to cut down the size of the building. Mr. Bohan suggestedthe applicant talk to the Pomerleaus about possibly buying a piece al"paroperty from them f'or More parking. Mr. Vt c � said the applit rrt has a p sing plan. During construction, they would 01 continue to occupy the ex,iing building. When the new building is constructed, it would be occupied!" s the existing building is now. Then the existing building would be torn down and alli site upgrades would happen before the new building is fully occupied. The Board asked tasee the phasing plan as part of preliminary plat. Ms. Quimby then mowed to continue Preliminary Plat Application #SD-05-79 until 18 October. Mr. Kupferman seconded. Motion passed unanimously. 12. Sketch plan application #SD-05-80 of The Rock of Greater Burlington for a planned unit development consisting of an 8125 sq. ft. place of worship including 950 sq. ft. of day care use and 6100 sq. ft. future addition, 73 Thompson St: Mr. Neagley said they will try to stay out of the buffers. 1 � DEVELOPMENT REVIEW BOARD 18 OCTOBER 2005 5. Miscellaneous Application #MS-05-08 of James & Betsy Bahrenburg for conditional use review of a proposal to establish an accessory residential unit in a new accessory structure, 25 Bartlett Bay Road: Mr. Behr noted that the applicants had requested a continuance. Ms. Quimby moved to continue Site Plan Application #SP-05-46 and Miscellaneous Application #MS-05-08 of James & Betsy Bahrenburg until 1 November 2005. Mr. Farley seconded. Motion passed unanimously. 6. Continued sketch plan application #SD-05-35 of Stephen Moore for a planned unit development consisting of. 1) a 10,064 sq, ft. mixed use commercial building, 2) a 3100 sq. ft. short-order restaurant, and 3) a 5007 sq. ft. mixed use commercial building. The request involves: 1) razing the 5007 sq. ft. building, and 2) constructing a 24-unit multi -family dwelling, 338, 400 and 410 Shelburne Road: Mr. Moore said they have reduced the building to 3 stories and will require no height waiver. Mr. Behr commented that the average pre -construction grade looks high. Mr. Bolton asked if the building is as far down in the ground as it can go. Mr. Moore said they could go another foot. Mr. Behr asked what it would take to get the building to grade level. Mr. Belair noted they have 101 parking spaces, which is 8 more than required. They have eliminated 4. They do not require a parking waiver. Mr. Bolton felt the building could be polished up with some appropriate landscaping. Ms. Quimby was concerned with the clarity of the 2-way traffic beside the building. Mr. Moore asked if they could combine preliminary and final plats. Mr. Behr said it would be at their own frisk and cautioned the applicant that there are lot of things the Board is going to want to see. 7. Continued Public Hearing: Preliminary plat Application #SD-05-79 of Eighty Midas Drive, LLC, for a planned unit development consisting of. 1) razing a 2526 sq ft general office building, and 2) constructing a 9122 sq ft general office building including a drive-in bank, 80 Midas Drive: Mr. Behr noted the warning went out as 9122 sq. ft., and the applicant has come in with a plan for a 9216 sq. ft. building which is 94 sq. ft. larger. Mr. Webster said the ground -2- 1 � DEVELOPMENT REVIEW BOARD 18 OCTOBER 2005 floor has been decreased; the 2 upper floors increased. Mr. Belair also noted that the building is 6 inches higher than the last request. Members were OK with going forward with the hearing. Mr. Vock noted that they had approached the neighbors about getting more land for parking. No one had any capacity to offer. He then showed where they could gain 5 parking spaces by reducing the lower floor. This also provides additional green space. They also eliminated one drive-thru lane. Mr. Vock said the Fire Chief is OK with access to the building. They have one more thing to analyze for the Chief. Regarding parking, Mr. Vock said they would occupy the new building while the old one is still standing and use the new building only as the old one is now used. They would then demolish the old building, put in additional parking and the remainder of the site plan. Mr. Belair said that to occupy the new building the plan must be complete with the exception of weather -related items (e.g., landscaping). This has just been litigated in the Supreme Court, and the city doesn't want to go through that again. Mr. Webster said they can have the old building down in a weekend.' Mr. Behr noted issues with the overall design of the building. Mr. Webster reviewed the previous plan and then enumerated changes. The canopy has been removed, and they have pushed the drive-thru lanes under the building. They eliminated one lane. Ms. LaRose noted this site will be a gateway into the City Center, and it would be in everyone's' best interest to make it look as good as possible from every angle. Mr. Kupferman suggested the applicant confer with Ms. Hinds and the City Center people. Mr. Belair raised an issue with parking. He noted that the regulations require parking to be at the side or rear unless it is not practical. He said he hasn't heard any reason why it wouldn't be practical in this case. Mr. Webster said they can't turn the building unless they tear the other building down first, and it would put the occupants out of business for 6 months. Mr. Belair noted the lighting plan doesn't meet standards. Mr. Vock said they have one or 2 areas where they exceed levels at the property line. He felt they could shield those lights and then comply. Mr. Farley asked if there would be "egress only" signage. Mr. Vock said they will do that. -3- DEVELOPMENT REVIEW BOARD 18 OCTOBER 2005 Mr. Kupferman said he agrees with staff s comment that landscaping should exceed the requirement because of the trees the applicant cut down. Mr. Vock said he feels the plan already exceeds requirements at $25,000. Mr. Behr noted that the aisle width behind the angled spaces is 2 feet too narrow. Mr. Vock said they will try to bring it into compliance. Regarding trip generation, Mr. Vock said it has been reduced since the last plan because the banking use was reduced. Mr. Belair said they will need a Level -of -Service analysis. The level of service needs to be "D" or better. Staff will need to know the current LOS and the LOS at buildout. Mr. Kupferman moved that the Board invoke technical review on any, potential traffic study at Midas Rd/Williston Road. Ms. Quimby seconded.Motion passed unanimously. Mr. Bolton felt it would be a better building if the applicant started with an empty lot. He asked the applicant to prepare a plan that would do that. He felt it could be a very handsome building if it faced Midas Drive. The applicant said they would have to discuss that. Mr. Kupferman moved to continue Preliminary Plat Application #SD-05-79 until 15 November 2005. Mr. Bolton seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 9:30 p.m. Date � I Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-4io6 CITY ENGINEER'S COMMENTS Vermont Federal Credit Union Midas Drive 9/29/05 i. As built plans furnished the owner and the City shall be prepared by the Engineer, not the builder. 2. Entrance and exit drives shall have a concrete depressed curve. 3. Sidewalk shall be continuous across entrance and exit drives and across the entire lot frontage. 4. Concrete sidewalk across Midas Drive at end of street should be removed and street patched. 5. Sewer line building shall be 3/4 inch crushed stone only not gravel and sand. 6. Road bituminous concrete pavement shall be 2 1/2inch base course and 1 1/2 inch surface course. SOUTH BURLINGTON WATER DEPARTMENT 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 September 29, 2005 Civil Engineering Associates, Inc. Mr. Matthew Wamsganz PO Box 485 Shelburne, VT 05482 RE: VT Federal Credit Union 80 Midas Drive Dear Matt: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The Application for Water Allocation previously sent to you must be completed and returned to the South Burlington Water Department as soon as possible. As your project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the "Backflow Ordinance." Please contact this department for more information on backflow protection devices. 4. The above referenced CWD Specifications state that no water lines shall be installed after November 15 or before April 1 without prior approval of the Superintendent. The Superintendent may restrict work before November 15 and after April 1 during adverse weather conditions. 5. The service line to the existing building that is to be demolished shall be shut off at the corporation on the water main, and the curb box removed. 6. It must be recognized that this building is near the end of the dead-end water main on Midas Drive. As such the water quality and flow conditions are subject to those conditions found on dead end lines with a fire hydrant near the end. Those conditions may include decreased water quality due to low use, and water surges from routine or emergency fire hydrant use. The proposed tap should be placed, if possible, on the water main before the fire hydrant for water quality reasons. If the tap location. cannot be performed on the water main before the fire hydrant, the hydrant should be relocated. 7. Access must be provided to the Department for those curb stops and gate valves located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 8. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the pipe. 9. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 10. Corporations shall be Mueller H-25008 (3/4" -1") or Cambridge brass. Curb stops shall be Mueller B-25209 or Cambridge brass. All brass unions and adapters shall be Mueller or Cambridge brass. 11. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 12. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 13. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 14. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 15. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 16. Further review changes may be required as this project proceeds through the permit process. 17. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Since ly, Jay Nadeau Superintendent CC. Cathyann LaRose� Doug Brent Plan Reviews: VT Federal Credit Union -Midas Dr 9-05 MEMO South Burlington Planning & Zoni To: South Burlington DRB From:Juli Beth Hinds, AICP Director of Planning & Zoning RE: #SD-05-79 of Eighty Midas Drive, LLC Public Road Orientation, Landscaping and Traffic Issues Date: November 9, 2005 This memo provides summary comments on three specific issues related to the Eighty Midas Drive LLC building (proposed Vermont Federal Credit Union). The attached staff memo recommends approval of the preliminary plat application based on extensive changes made by the applicant since the most recent meeting. I am adding supplemental comments on two important issues that the DRB had flagged: one, the relationship of the building and site to the potential new City Center road system; and two, the issue of level of service at the White Street/Midas Drive/Williston Road intersection. Roadway System Relationship to the Site: As most of you know this specific site is unusually challenging with respect to the upcoming construction of roads in and through the City Center. For many years, a proposed future roadway was shown coming between the existing Grand Union and this site using the existing Midas Drive alternative. Another alternative receiving serious consideration is to bring the main access road between the 80 Midas Drive property and the Midas dealership using the City's existing right of way. At this time, it is IMPOSSIBLE for me to determine which of the two will be the main access point to the White Street intersection. The lead engineers at Vanasse Hangen Brustlin are working diligently on this, but much will depend on the outcome of traffic modeling that is presently underway. Therefore, I recommended the following approach to the applicant: 1. Design a building with an articulated, publicly -used entryway facing both the public right-of-way between their lot and the Midas dealership, and along the existing Midas Drive. This has been done. 2. Design a "four sided" building with consistent colors, design treatments, and facade articulation on all four sides of the building. This has been done, and the project is now designed in a way that will be attractive from any approach or angle. 3. Along the right-of-way between their lot and the Midas dealership, develop a landscaping plan that uses street trees along the right-of-way and appropriate, thorough screening along the parking area. If this right-of-way MEMO South Burlington Planning & Zoning becomes the main entry to City Center, the City will be installing sidewalks and streetscape. 4. Extend the sidewalk to the end of the property on the existing north - south Midas Drive alignment. Given all of the moving pieces, staff believes that this is a reasonable approach that will work well regardless of the final roadway alignment. Midas Drive/White Street/Williston Road intersection: The City has a standard in Section 15.12(F)(1) that states "The nearest signalized intersection or those intersections specified by the DRB shall have an overall level of service 'D' or better, at the peak street hour, including the anticipated impact of the fully developed proposed PUD or subdivision." The Midas/White/Williston intersection is, as we are all painfully aware, sub -optimal. At the present time, there are two significant and publicly - sponsored efforts underway to model and improve this intersection in a timely way: one, the Route 2 corridor study sponsored by the MPO, which is looking specifically at future traffic volumes for this intersection; and two, the City Center project, which will necessarily have a major impact on the traffic volumes at this intersection and which carries the funds to fix it. At this time, Staff does not believe it would be helpful to have this applicant model and evaluate the intersection. The City strongly encourages redevelopment and infill in this zoning district and location, and fortunately has the resources to deal with the intersection and traffic situation. In this unique case, staff recommends allowing the applicant to proceed. This application will pay substantial traffic impact fees which can be used to deal with the White Street intersection as well. l � DEVELOPMENT REVIEW BOARD 2 AUGUST 2005 Mr. Belair reminded members that views from decks are not a part of the regulations. Mr. Dinklage said that does have to do with the character of the neighborhood. Mr. Farley moved to continue the sketch plan until 6 September. Mr. Kupferman seconded. Moiton passed unanimously. 9. Sketch Plan Application #SD-05-58 of Eighty Midas Drive, LLC, to amend a previously approved 2526 sq. ft. general office building. The amendment consists of a planned unit development to: 1) raze the existing office building, and 2) construct a 3-story 9122 sq. ft. general office building including a drive-in bank, 80 Midas Drive: Mr. Vock noted that a property exchange had taken place with the city in the past year. He showed the location of the proposed building. Municipal water and sewer would be extended. This is not in a traffic overlay district. Traffic generation would result in a net increase of 48 p.m. peak hour trips. Mr. Vock said they are asking for the access road to be 2-way. Mr. Belair reminded the applicant that rooftop apparatus has to be included in height calculations. Mr. Webster said this site could be an entrance to the new City Center. Three-story buildings are contemplated there, and they want to be compatible with that. Mr. Vock said they are looking for both parking and height waivers. Mr. Belair noted the applicant is applying for 2 curb cuts, one to be in and out, one just for entrance. That doesn't include the city land. This would mean 3 accesses from Midas Drive until it becomes a city street; then there would be 2. Mr. Vock said they can't bring everything back to one curb cut. They believe that 2-way circulation on the first curb cut gives better circulation. He also noted there are more "parking" spaces on the lot if you count the drive -up lanes. Ms. LaRose noted there are 6 parking spaces on city land that will become a road. There was a question of allowing the applicant to count those. Mr. Vock said it may be possible for them to put back some they took out. Mr. Dinklage said the amount of the waiver the Board can give is limited. Members did not have a problem with the 2 accesses. Mr. Belair said parking space #22 and the access drive to Midas need a 5-foot separation for snow storage. Mr. Vock said they will look at that. Mr. Belair noted that this spring the applicant cut all the trees in back without permission. He said the city does not want a second violation involving moving of tenants from one building to another. Mr. Vock said they will provide a phasing plan at preliminary plat. -5- DEVELOPMENT REVIEW BOARD 2 AUGUST 2005 Ms. LaRose was concerned with the width of lanes coming through the drive-thru. The applicant said the drive -up lanes would be 10 feet and the pass -through lane would be 18 feet. Mr. Dinklage said the site may not be able to accommodate a building of this size. He wanted to see a "squeaky clean" plan. An abutting neighbor expressed concern with storm water. Mr. Vock said water does not flow onto the adjacent property. Mr. Bolton said the proposed half -bathroom on each floor would not be adequate. Mr. Webster said the would have to work that out. As there was no further business to come before the Board, the meeting was adjourned at 10:00 P.M. Clerk Date rem CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 November 8, 2005 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 Re: 8o Midas Drive Dear Mr. Johnson: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, November 15, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. 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P.O. BOX 485 SHELBURNE, VI 05482 9021ki5 Z�2:f FAX. RC.^ f)95-2211 w!a wnw.e<d N.t»m ORARN NECKED SAV APPROVED SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT R CEIVED NOV 0 9 2005 'N'O'N of So. Burlington ARBORTIE GREEN FLAT WOVEN TRIM DECIDUOUS TREES POLYPROPYLENE STAKING MATERIAL. TO PROVIDE 6 F7 Wcfr 3/4 IN, WIDE, CLEARANCE 900 LB. BREAK STRENGTH DATE NUKED RLTI"DII FASTEN w FASTEN ARBORTIE TO STAKES. BALL WRAP OVER E FROM TO KEEP TREE FROM ROCKING PLUMB TREE TRUNK sa Vn/m eav REYISN BUDDING, PARa2N6 6 GATDR BAG (1/TREE) HARDWOOD STAKES DRIVEN 3" MULCH — DO NOT (MIN. 15") FIRMLY INTO SUB— APPLY AROUND TRUNK GRADE PRIOR TO B.CKFILLING. FORM 4" SAUCER CUT AND BEND BACK WARE, UNDISTURBED SOIL PEEL BURLAP TOP 1/3 OF ROOTBALL BACKFILL SOIL iimTlmiilr TlT-I BREAK APART EDGE OF ONEMIX CONSISTING OF PART EXCAVATED SOIL AND ONE PART EXCAVATION W/SHOVEL BURLINGTON INTERVALE COMPOST, PROPOSED GXBx 1 II Granite WATER AND TAMP TO REMOVE 2 %BALL 01A. AIR POCKETS, LAN DSCAPI NG E d9e Blocks PLAN N 1. PLANT TREE SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 2. STAKING AS REOUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3, TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. DATE DRANING NINBER 4, EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. SEPT., 2005 TREE PLANTING DETAIL .1— nts 1"= 10' �� PRO2. N0. 05122 CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \d rb\su b\e ig htym idasd rive\prel i m i na ry2. doc DEPARTMENT OF PLANNING & ZONING Report preparation date: November 9, 2005 Plans received: November 8, 2005 EIGHTY MIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-05-79 Agenda # 6 Meeting date: November 15, 2005 Owners Applicanb'Contact Eighty Midas Drive LLC Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080_C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne. VT 05482 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking preliminary plat approval for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) construct a 3-story, 8,543 square ft. general office building including a drive-in bank, 80 Midas Drive. The revised plan represents a 673 sq. ft. building reduction over the plan previously presented. The applicant appeared before the Development Review Board for sketch plan hearing on August 2, 2005 and preliminary plat hearing on October 4, 2005 and October 18, 2005 (minutes attached). The City placed this property in violation of the zoning regulations on April 28, 2005 for having cleared all the trees and vegetation at the rear of the building without approval from the Development Review Board and without a zoning permit. This violation continues. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on November 8, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS 0 z x o v a d ii Table 1. Dimensional Requirements C1 Zoning District Required Proposed + Min. Lot Size 40,000 S.F. 23,739 S.F Max. Building Coverage 40% 12.7% Max. Overall Coverage 70% 67.2% Max. Front Yard Coverage Midas Drive 30% 30% Max. Front Yard Coverage (City of South Burlington Easement 30% 30% Min. Front Setback Midas Drive 30 ft. 30 ft. Min. Front Setback (City of South Burlington Easement 30 ft. >30 ft. Min. Side Setback 10 ft. >10 ft. ♦ Max. Building Height 35 ft. 44.6 ft. zoning compliance + pre-existing noncompliance ♦ waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B) (1), municipal water service must be extended to serve the proposed development. The South Burlington Water Department has reviewed the sketch plan and provided comments in a letter dated September 29, 2005 (attached). 1. The applicant shall comply with the conditions of the South Burlington Water Department. 2. The applicant shall obtain final water allocation approval from the South Burlington Water Department prior to final plat approval. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to final plat approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The applicant shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have two different curb cuts. The only ingress point is proposed via a two-way, 24 ft. curb -cut off of Midas Drive for ingress and egress into the main parking lot. It is proposed to go around the building and exit through a second curb cut onto Midas Drive; it is 12 ft. in width and is egress only. The applicant is proposing two (2) drive -through lanes of banking, 9 feet in width. The South Burlington Fire Department has reviewed the circulation plan and has noted that emergency vehicle circulation is potentially a problem. The turning radii must be appropriate to fit a full- sized fire rescue vehicle. Chief Doug Brent has indicated that he will work with the applicant to discuss the turning radii around the drive -through area. 5. The applicant shall meet with the South Burlington Fire Chief for review and the site plan shall be revised to comply with his comments prior to final plat approval. Furthermore, according to the ITE Trip Generation Manual, the proposed project will generate 124.54 vte's during the p.m. peak hour. This is an increase of 82.67 vehicle trip ends per hour over the existing traffic generation of 41.87 vte's. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed development is in keeping with the goals for development within the Commercial 1 (C1) Zoning District, as set forth in Section 5.01 of the SBLDR. (t) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The subject property is relatively small and cannot provide significant open space. The non -paved portions of the property are located in an acceptable manner. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already noted that the Fire Chief should further review the plans with the applicant. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans reflect that the sidewalk along Midas Drive will continue to the southern access. This is appropriate. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 6. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant has submitted a site lighting plan and lighting cut sheets. The proposed lighting is not in compliance with the requirements of Section A.10 of the Performance Standards pertaining to indirect glare. This section limits illumination beyond the property line to not exceed a maximum 0.3 footcandles. The plan shows that in some places lighting beyond the property line will be has high as 0.84 footcandles. 7. The lighting plan shall be revised so as to be in compliance with the SBLDR. Lighting beyond the property line shall not exceed 0.3 footcandles. Furthermore, the applicant should assure that the proposed canopy lights are installed so as to be CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc recessed. The location of lighting is acceptable. 8. The proposed canopy lights must be installed so as to be recessed. The City Engineer reviewed the plans and provided comments in a memorandum dated September 29, 2005 (attached). The City Engineer shall also review subsequent plats. 9. The proposal shall comply with the requests of the City Engineer. U) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had previously submitted comments from a traffic consultant. At that time, the proposal was for three lanes and stacking lane length appeared to be adequate. However, the applicant is now proposing two lanes of drive -through traffic. The applicant should submit comments from the traffic consultant addressing the stacking of two lanes of drive -through traffic. 10. The applicant shall submit comments from a traffic consultant addressing the stacking lengths of the drive -through traffic prior to final plat approval. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate a significant increase in the vte's of the lot. Please see attached memo from the Director regarding traffic. d. bylaws in effect CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc This proposal violates several of the bylaws in effect, including the lighting and landscaping standards. These problems are identified in the memo and should be addressed at final plat. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: SITE PLAN REVIEW STANDARDS (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. According to Table 13-1 of the SBLDR, a drive -through bank requires 5.8 parking spaces for every 1,000 SF of gross floor area (GFA) while the general office space requires 3.5 spaces per 1,000 SF GFA. Thus, the proposal will require a total of 36 parking spaces. The applicant is proposing thirty-one (31) onsite parking spaces. This is a shortfall of 5 spaces, or 13.9%. Staff supports a parking waiver up to 25%. The plan includes three (3) handicapped spaces which is one (1) more than required. The handicapped space at the southwest corner of the lot should either be turned into a regular space or relocated closer to one of the entrances. 11. The Development Review Board grants the applicant a 13.9 % parking waiver for a total of 31 spaces. 12. The plans shall be revised to either relocate the handicapped space at the southwest corner of the property closer to the building entrances or change it to a regular parking space. The angled parking spaces at the western edge of the property are in compliance with the standards for parking spaces. However, the aisle width between the end of the stall and the drive through lane appears to be short. Pursuant to Table 13-8 of the SBLDR, the aisle width for parking spaces angled at 60 degrees shall be 15 ft. Given a nine -foot drive -through banking lane, the aisle appears to meet this requirement. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The site plan depicts a bicycle rack in an appropriate location. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. As this property has frontage on Midas Drive and a potential future road, there is no true rear of the building. Therefore, staff finds the proposed parking spaces to be located in an acceptable manner, provided that the applicant provides extensive landscaping to serve as a buffer between the proposed parking and the planned city road to the north. The Director's memo also addresses this concern. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to existing buildings within the C1 District in this vicinity. The height of the proposed building is greater than the as -of -right 35 ft height limit for flat -roofed buildings. With the rooftop apparatus included, the height of the building will be 44.6 ft. The applicant is requesting a height waiver of 9.6 feet. Staff supports this waiver, especially since this building is adjacent to the Central District where taller heights are encouraged. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that any new utility lines shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted revised elevations showing all four facades of the building. These revised plans are a vast improvement over prior submittals. The plans now show aesthetically pleasing front facades for the north and east elevations, and harmonious facades for all sides. Attractive and well-defined entrances are shown from each public roadway. Staff finds that this plan meets this criterion. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has submitted revised elevations. These are a vast improvement over previous plans. The applicant has sufficiently addressed the appearance of the building from all four sides. The new door on the east side of the building is appropriate for one facing an existing public road. The entrance that presents on the planned city road is also well -designed and aesthetically pleasing from the public right of way. The applicant has also addressed previous concerns regarding the materials and colors used on the western fagade, above the drive -through lane. Staff supports all of these visual changes, finds them to be in compliance with the regulations, and is pleased with the fagade as an entry way to the city center. In addition to the above general review standards, site plan applications shall meet the followin specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. No additional reservation of land shall be required for this application. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict the location of a screened dumpster. Landscaping The applicant has submitted a revised landscaping plan. This plan has not been reviewed by the City Arborist. 13. The city arborist shall review the landscaping plans and provide comments prior to submittal of the final plat application. The minimum landscaping requirement, based on building costs, is $22,220. A landscape budget was not included with the revised landscaping plan so it is not possible to determine whether the new plan meets the minimum requirement. However, as noted at sketch plan review, the applicant is currently in violation for removing trees from the property without approval. Staff suggests that the trees proposed off -site still be planted so as to account for the previous removal of trees. 14. The final plat submittal shall include a landscaping budget for the proposed new landscaping which shall meet or exceed the minimum requirement. This budget shall also include the value of the existing trees to remain. Significant landscaping is being proposed to screen the parking areas from Midas Drive and the planned city road. The Director's memo addresses this. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The proposed snow storage areas are adequate. The applicant has noted that during larger snowstorms, snow will be transported off -site. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc Other The applicant is actively working with staff on the phasing of building and demolition on this site. At this time, and because this is a matter of Administrative Officer approval of compliance, this is not an issue that the Development Review Board needs to address further. Section 13.09(E)(3) of the Land Development Regulations require the posting of a two-year bond for the cost of removing the existing building. 15. Prior to permit issuance, the applicant shall post a two-year bond for the cost of demolishing and removing the existing building. The survey plat submitted contains information outside the limits of the PUD. The plat should be revised to remove all information which does not directly relate to the application. 16. The survey plat shall be revised to remove all information not related to the PUD. Section 15.12(F)(1) of the Land Development Regulations requires that "the nearest signalized intersection or those specified by the DRB shall have an overall level of service of 'D' or better, at the peak street hour, including the anticipated impact of the fully developed proposed PUD or subdivision. In addition, the level of service of each through movement on the major roadway shall have a level of service 'D' or better at full buildout". The Board at the last meeting requested the applicant provide an LOS analysis of the Midas Drive/Williston Road intersection to determine compliance with this standard. Please see the attached memo from the Director on this issue. RECOMMENDATION The applicant has addressed many of the previous issues with this application. Staff recommends that the Development Review Board approve preliminary plat application #SD-05-79 subject to the numbered items above. Respect II su Belair, Administrative Officer Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates DEVELOPMENT REVIEW BOARD 18 OCTOBER 2005 5. Miscellaneous Application #MS-05-08 of James & Betsy Bahrenburg for conditional use review of a proposal to establish an accessory residential unit in a new accessory structure, 25 Bartlett Bay Road: Mr. Behr noted that the applicants had requested a continuance. Ms. Quimby moved to continue Site Plan Application #SP-05-46 and Miscellaneous Application #MS-05-08 of James & Betsy Bahrenburg until 1 November 2005. Mr. Farley seconded. Motion passed unanimously. 6. Continued sketch plan application #SD-05-35 of Stephen Moore for a planned unit development consisting of. 1) a 10,064 sq. ft. mixed use commercial building, 2) a 3100 sq. ft. short-order restaurant, and 3) a 5007 sq. ft. mixed use commercial building. The request involves: 1) razing the 5007 sq. ft. building, and 2) constructing a 24-unit multi -family dwelling, 338, 400 and 410 Shelburne Road: Mr. Moore said they have reduced the building to 3 stories and will require no height waiver. Mr. Behr commented that the average pre -construction grade looks high. Mr. Bolton asked if the building is as far down in the ground as it can go. Mr. Moore said they could go another foot. Mr. Behr asked what it would take to get the building to grade level. Mr. Belair noted they have 101 parking spaces, which is 8 more than required. They have eliminated 4. They do not require a parking waiver. Mr. Bolton felt the building could be polished up with some appropriate landscaping. Ms. Quimby was concerned with the clarity of the 2-way traffic beside the building. Mr. Moore asked if they could combine preliminary and final plats. Mr. Behr said it would be at their own risk and cautioned the applicant that there are lot of things the Board is going to want to see. 7. Continued Public Hearing: Preliminary plat Application #SD-05-79 of Eighty Midas Drive, LLC, for a planned unit development consisting of. 1) razing a 2526 sq ft general office building, and 2) constructing a 9122 sq ft general office building including a drive-in bank, 80 Midas Drive: Mr. Behr noted the warning went out as 9122 sq. ft., and the applicant has come in with a plan for a 9216 sq. ft. building which is 94 sq. ft. larger. Mr. Webster said the ground -2- DEVELOPMENT REVIEW BOARD 18 OCTOBER 2005 floor has been decreased; the 2 upper floors increased. Mr. Belair also noted that the building is 6 inches higher than the last request. Members were OK with going forward with the hearing. Mr. Vock noted that they had approached the neighbors about getting more land for parking. No one had any capacity to offer. He then showed where they could gain 5 parking spaces by reducing the lower floor. This also provides additional green space. They also eliminated one drive-thru lane. Mr. Vock said the Fire Chief is OK with access to the building. They have one more thing to analyze for the Chief. Regarding parking, Mr. Vock said they would occupy the new building while the old one is still standing and use the new building only as the old one is now used. They would then demolish the old building, put in additional parking and the remainder of the site plan. Mr. Belair said that to occupy the new building the plan must be complete with the exception of weather -related items (e.g., landscaping). This has just been litigated in the Supreme Court, and the city doesn't want to go through that again. Mr. Webster said they can have the old building down in a weekend. Mr. Behr noted issues with the overall design of the building. Mr. Webster reviewed the previous plan and then enumerated changes. The canopy has been removed, and they have pushed the drive-thru lanes under the building. They eliminated one lane. Ms. LaRose noted this site will be a gateway into the City Center, and it would be in everyone's best interest to make it look as good as possible from every angle. Mr. Kupferman suggested the applicant confer with Ms. Hinds and the City Center people. Mr. Belair raised an issue with parking. He noted that the regulations require parking to be at the side or rear unless it is not practical. He said he hasn't heard any reason why it wouldn't be practical in this case. Mr. Webster said they can't turn the building unless they tear the other building down first, and it would put the occupants out of business for 6 months. Mr. Belair noted the lighting plan doesn't meet standards. Mr. Vock said they have one or 2 areas where they exceed levels at the property line. He felt they could shield those lights and then comply. Mr. Farley asked if there would be "egress only" signage. Mr. Vock said they will do that. -3- C DEVELOPMENT REVIEW BOARD 18 OCTOBER 2005 Mr. Kupferman said he agrees with staff s comment that landscaping should exceed the requirement because of the trees the applicant cut down. Mr. Vock said he feels the plan already exceeds requirements at $25,000. Mr. Behr noted that the aisle width behind the angled spaces is 2 feet too narrow. Mr. Vock said they will try to bring it into compliance. Regarding trip generation, Mr. Vock said it has been reduced since the last plan because the banking use was reduced. Mr. Belair said they will need a Level -of -Service analysis. The level of service needs to be "D" or better. Staff will need to know the current LOS and the LOS at buildout. Mr. Kupferman moved that the Board invoke technical review on any potential traffic study at Midas Rd/Williston Road. Ms. Quimby seconded. Motion passed unanimously. Mr. Bolton felt it would be a better building if the applicant started with an empty lot. He asked the applicant to prepare a plan that would do that. He felt it could be a very handsome building if it faced Midas Drive. The applicant said they would have to discuss that. Mr. Kupferman moved to continue Preliminary Plat Application #SD-05-79 until 15 November 2005. Mr. Bolton seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 9:30 p.m. Clerk Date C Ur.s� piss A AV Aft, - 4-'h' -�J a 3S, r� SOUTH BURLINGTON PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 November 2, 2005 Steve Vock CEA PO Box 485 Shelburne, VT 05482 Re: Minutes — 8o Midas Drive Dear Mr. Vock: For your records, enclosed are copies of the minutes from the October 4 and October 18, 2005 Development Review Board meetings. If you have any questions, feel free to contact me. Sincerely, Aq)- �Y4 Betsy McDonough Planning & Zoning Assistant Encl. • DEVELOPMENT REVIEW BOA1.,.) 80 �VV 18 OCTOBER 2005 5. Miscellaneous Application #MS-05-08 of James & Betsy Bahrenburg for conditional use review of a proposal to establish an accessory residential unit in a new accessory structure, 25 Bartlett Bay Road: Mr. Behr noted that the applicants had requested a continuance. Ms. Quimby moved to continue Site Plan Application #SP-05-46 and Miscellaneous Application #MS-05-08 of James & Betsy Bahrenburg until 1 November 2005. Mr. Farley seconded. Motion passed unanimously. 6. Continued sketch plan application #SD-05-35 of Stephen Moore for a planned unit development consisting of. 1) a 10,064 sq. ft. mixed use commercial building, 2) a 3100 sq. ft. short-order restaurant, and 3) a 5007 sq. ft. mixed use commercial building. The request involves: 1) razing the 5007 sq. ft. building, and 2) constructing a 24-unit multi -family dwelling, 338, 400 and 410 Shelburne Road: Mr. Moore said they have reduced the building to 3 stories and will require no height waiver. Mr. Behr commented that the average pre -construction grade looks high. Mr. Bolton asked if the building is as far down in the ground as it can go. Mr. Moore said they could go another foot. Mr. Behr asked what it would take to get the building to grade level. Mr. Belair noted they have 101 parking spaces, which is 8 more than required. They have eliminated 4. They do not require a parking waiver. Mr. Bolton felt the building could be polished up with some appropriate landscaping. Ms. Quimby was concerned with the clarity of the 2-way traffic beside the building. Mr. Moore asked if they could combine preliminary and final plats. Mr. Behr said it would be at their own risk and cautioned the applicant that there are lot of things the Board is going to want to see. 6 Continued Public Hearing: Preliminary plat Application #SD-05-79 of Eighty Midas Drive, LLC, for a planned unit development consisting oh 1) razing a 2526 sq ft general office building, and 2) constructing a 9122 sq ft general office building including a drive-in bank, 80 Midas Drive: Mr. Behr noted the warning went out as 9122 sq. ft., and the applicant has come in with a plan for a 9216 sq. ft. building which is 94 sq. ft. larger. Mr. Webster said the ground -2- C DEVELOPMENT REVIEW BOAL 18 OCTOBER 2005 floor has been decreased; the 2 upper floors increased. Mr. Belair also noted that the building is 6 inches higher than the last request. Members were OK with going forward with the hearing. Mr. Vock noted that they had approached the neighbors about getting more land for parking. No one had any capacity to offer. He then showed where they could gain 5 parking spaces by reducing the lower floor. This also provides additional green space. They also eliminated one drive-thru lane. Mr. Vock said the Fire Chief is OK with access to the building. They have one more thing to analyze for the Chief. Regarding parking, Mr. Vock said they would occupy the new building while the old one is still standing and use the new building only as the old one is now used. They would then demolish the old building, put in additional parking and the remainder of the site plan. Mr. Belair said that to occupy the new building the plan must be complete with the exception of weather -related items (e.g., landscaping). This has just been litigated in the Supreme Court, and the city doesn't want to go through that again. Mr. Webster said they can have the old building down in a weekend. Mr. Behr noted issues with the overall design of the building. Mr. Webster reviewed the previous plan and then enumerated changes. The canopy has been removed, and they have pushed the drive-thru lanes under the building. They eliminated one lane. Ms. LaRose noted this site will be a gateway into the City Center, and it would be in everyone's best interest to make it look as good as possible from every angle. Mr. Kupferman suggested the applicant confer with Ms. Hinds and the City Center people. Mr. Belair raised an issue with parking. He noted that the regulations require parking to be at the side or rear unless it is not practical. He said he hasn't heard any reason why it wouldn't be practical in this case. Mr. Webster said they can't turn the building unless they tear the other building down first, and it would put the occupants out of business for 6 months. Mr. Belair noted the lighting plan doesn't meet standards. Mr. Vock said they have one or 2 areas where they exceed levels at the property line. He felt they could shield those lights and then comply. Mr. Farley asked if there would be "egress only" signage. Mr. Vock said they will do that. -3- DEVELOPMENT REVIEW BOAL 18 OCTOBER 2005 Mr. Kupferman said he agrees with staff s comment that landscaping should exceed the requirement because of the trees the applicant cut down. Mr. Vock said he feels the plan already exceeds requirements at $25,000. Mr. Behr noted that the aisle width behind the angled spaces is 2 feet too narrow. Mr. Vock said they will try to bring it into compliance. Regarding trip generation, Mr. Vock said it has been reduced since the last plan because the banking use was reduced. Mr. Belair said they will need a Level -of -Service analysis. The level of service needs to be "D" or better. Staff will need to know the current LOS and the LOS at buildout. Mr. Kupferman moved that the Board invoke technical review on any potential traffic study at Midas Rd/Williston Road. Ms. Quimby seconded. Motion passed unanimously. Mr. Bolton felt it would be a better building if the applicant started with an empty lot. He asked the applicant to prepare a plan that would do that. He felt it could be a very handsome building if it faced Midas Drive. The applicant said they would have to discuss that. Mr. Kupferman moved to continue Preliminary Plat Application #SD-05-79 until 15 November 2005. Mr. Bolton seconded. Motion passed unanimously. As there was no further business to come before the Board, the meeting was adjourned at 9:30 p.m. Cler /-i- v / - �s Date -4- C JEVELOPMENT REVIEW BOAIC 4 OCTOBER 2005 9. Site Plan Application #SP-05-40 of Rice Memorial High School to amend a previously approved plan for a 126,875 sq. ft. educational facility. The amendment consists of constructing two 336 sq. ft. detached accessory structures, 99 Proctor Avenue: Mr. Lee asked about the screening of dumpsters. Mr. Belair said they will have to be screened before the new sheds can be occupied. Staff had no other issues. Ms. Quimby moved to approve Application #CU-05-14 and Site Plan Application #SP- 0540 of Rice Memorial High School subject to the stipulations in the draft motion. Mr. Bolton seconded. Motion passed unanimously. 10. Site Plan Application #SP-05-43 of Liftech Equipment to occupy a 9900 sq. ft. building with 4950 sq. ft. of equipment service, sales and rental use, and 4950 sq. ft. of warehouse use, 33 Commerce Avenue: Mr. Keough asked about fencing for the dumpster. Mr. Dinklage said it will have to be shown on the plan and screened. Staff approval will also be required for lighting. Mr. Belair reviewed the history of the building. He noted there were never any approved uses, but there have been tenants in the building, so the applicant is getting a re -approval. They are also asking for some equipment display in front. Ms. Quimby moved to approve Site Plan Application #SD-05-43 of Liftech Equipment subject to the stipulations in the draft motion. Mr. Farley seconded. Motion passed unanimously. ( �11. F ublic Hearing: Preliminary Plat Application #SD-05-79 of Eighty Midas Drive, LLC, for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) constructing a 9122 sq. ft. general office building including a drive-in bank, 80 Midas Drive: Mr. Vock said the plat is similar to sketch plan. Landscaping, lighting, etc. have been added. The value of landscaping is more than the requirement. There are also areas designated for snow storage. Mr. Vock showed the location of pole -mounted lights and other lighting. He showed the location of sewer and water connections. The building will be sprinklered. Mr. Vock also showed the location of 2 accesses, one will be "in" and one "out." Ms. LaRose said Chief Brent feels the access aisle is not wide enough to set up a ladder truck. He will speak to the applicant about this. -5- C t)EVELOPMENT REVIEW BOAR-., 4 OCTOBER 2005 Mr. Dinklage noted the plan results in an increase of 105 vehicle trip ends per hour. Mr. Vock said they feel it will be much less. Mr. Dinklage asked about mitigation for this. Mr. Belair said a traffic expert has not yet looked at this. The applicant will pay an impact fee. Ms. Quimby noted the traffic light lets only 2 or 3 cars through at a time. She asked if that will be changed. Mr. Belair said he presumed it will be looked at. Ms. LaRose said there are consultants working on that whole City Center area, and that light will be included. Mr. Belair noted the applicant is requesting more of a parking waiver than the Board is allowed to approve. They also barely meet the landscaping requirement on site. Mr. Belair also reported that the applicant cut down all the trees in the rear of the lot without approval, so the Board can ask for more planting to compensate for that. Mr. Belair reminded the Board that last week an applicant told the Board they needed more parking than the requirement, and this applicant is asking for a 25% waiver. He said staff is not willing to recommend a waiver. Mr. Dinklage said that if there isn't enough parking, people will park in the shopping center across the road, and that wouldn't be appropriate. Ms. LaRose asked how many employees are expected to be in the building. Mr. Vock estimated 18-20. Mr. Dinklage felt this is way too dense a development for this size lot. The way for the Board to control this is with parking. He felt the applicant may have to cut down the size of the building. Mr. Bolton suggested the applicant talk to the Pomerleaus about possibly buying a piece of property from them for more parking. Mr. Vock said the applicant has a phasing plan. During construction, they would continue to occupy the existing building. When the new building is constructed, it would be occupied as the existing building is now. Then the existing building would be torn down and all the site upgrades would happen before the new building is fully occupied. The Board asked to see the phasing plan as part of preliminary plat. Ms. Quimby then moved to continue Preliminary Plat Application #SD-05-79 until 18 October. Mr. Kupferman seconded. Motion passed unanimously. 12. Sketch plan application #SD-05-80 of The Rock of Greater Burlington for a planned unit development consisting of an 8125 sq. ft. place of worship including 950 sq. ft. of day care use and 6100 sq. ft. future addition, 73 Thompson St: Mr. Neagley said they will try to stay out of the buffers. M CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 14, 2005 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 Re: 8o Midas Drive Dear Mr. Johnson: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 18, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assitant Encl. cc: Steve mock CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\eightymidasdrive\preliminary.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: October 14, 2005 Plans received: October 14, 2005 EIGHTY MIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-05-79 Agenda # 7 Meeting date: October 18, 2005 Owners Applicant/Contact Eighty Midas Drive LLC Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080 C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne, VT 05482 Location Map CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD 2 DEPARTMENT OF PLANNING & ZONING \drb\sub\eiahtv midas\oreliminarv.doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking preliminary plat approval for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) construct a 3-story, 9,216 square ft. general office building including a drive-in bank, 80 Midas Drive. The revised plan represents a 94 sq. ft. building expansion over the plan previously presented. Staff is concerned that the public notice published for this application referenced the small building and going forward with the larger building results in a defect in the review process as required by the state statutes. The applicant appeared before the Development Review Board for sketch plan hearing on August 2, 2005 and preliminary plat hearing on October 4, 2005 (minutes not yet available). The City placed this property in violation of the zoning regulations on April 28, 2005 for having cleared all the trees and vegetation at the rear of the building without approval from the Development Review Board and without a zoning permit. This violation continues. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 14, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C1 Zoning District 7] Required j Proposed + Min. Lot Size 40,000 S.F. 23,739 S.F �l Max. Building Coverage 40% 14.3% �l Max. Overall Coverage 70% 64.6% Max. Front Yard Coverage Midas Drive 30% 30% Max. Front Yard Coverage (City of South Burlington Easement 30% 30% Min. Front Setback Midas Drive 30 ft. 30 ft. �l Min. Front Setback (City of South Burlington Easement 30 ft. >30 ft. �l Min. Side Setback 10 ft. >10 ft. ♦ Max. Building Height 35 ft. 44 ft. zoning compliance A pre-existing noncompliance ♦ waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B) (1), municipal water service must be extended to serve the proposed development. The South Burlington Water Department has reviewed the sketch plan and provided comments in a letter dated September 29, 2005 (attached). 1. The applicant shall comply with the conditions of the South Burlington Water Department. 2. The applicant shall obtain final water allocation approval from the South Burlington Water Department prior to final plat approval. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to final plat approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The applicant shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have two different curb cuts. The only ingress point is proposed via a two-way, 24 ft. curb -cut off of Midas Drive for ingress and egress into the main parking lot. It is proposed to go around the building and exit through a second curb cut onto Midas Drive; it is 12 ft. in width and is egress only. The applicant is proposing two (2) drive -through lanes of banking, 9 feet in width. The South Burlington Fire Department has reviewed the circulation plan and has noted that emergency vehicle circulation is potentially a problem. The turning radii must be appropriate to fit a full-sized fire rescue vehicle. Chief Doug Brent has indicated that he will work with the applicant to discuss the turning radii around the drive -through area. 5. The applicant shall meet with the South Burlington Fire Chief for review and the site plan shall be revised to comply with his comments prior to final plat approval. Furthermore, according to the ITE Trip Generation Manual, the proposed project will generate 130.28 vte's during the p.m. peak hour. This is an increase of 88.41 vehicle trip ends per hour over the existing traffic generation of 41.87 vte's. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed development is in keeping with the goals for development within the Commercial 1 (Cl) Zoning District, as set forth in Section 5.01 of the SBLDR. (f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The subject property is relatively small and cannot provide significant open space. The non -paved portions of the property are located in an acceptable manner. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already noted that the Fire Chief shall further review the plans with the applicant. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans reflect that the sidewalk along Midas Drive shall continue to the southern access. This is appropriate. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 6. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant has submitted a site lighting plan and lighting cut sheets. The proposed lighting is not in compliance with the requirements of Section A.10 of the Performance Standards pertaining to indirect glare. This section limits illumination beyond the property line to not exceed a maximum 0.3 footcandles. The plan shows that in some places lighting beyond the property line will be has high as 2.6 footcandles. 7. The lighting plan shall be revised so as to be in compliance with the SBLDR. Lighting beyond the property line shall not exceed .3 footcandles. Furthermore, the applicant should assure that the proposed canopy lights are installed so CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc 'tu as to be. _,;essed. The location of lighting is acceptable. 8. The proposed canopy lights must be installed so as to be recessed. The City Engineer reviewed the plans and provided comments in a memorandum dated September 29, 2005 (attached). The City Engineer shall also review subsequent plats. 9. The proposal shall comply with the requests of the City Engineer. Q) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had previously submitted comments from a traffic consultant. At that time, the proposal was for three lanes and stacking lane length appeared to be adequate. However, the applicant is now proposing two lanes of drive -through traffic. The applicant shall submit comments from the traffic consultant addressing the stacking of two lanes of drive -through traffic. 10. The applicant shall submit comments from a traffic consultant addressing the stacking lengths of the drive -through traffic prior to preliminary plat approval. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate a significant increase in the vte's of the lot. The Development Review Board should carefully consider this impact in their evaluation of the application. d. bylaws in effect CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc This proposal violates several of the bylaws in effect, including the lighting and landscaping. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: SITE PLAN REVIEW STANDARDS (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. According to Table 13-1 of the SBLDR, a drive -through bank requires 5.8 parking spaces for every 1,000 SF of gross floor area (GFA) while the general office space requires 3.5 spaces per 1,000 SF GFA. Thus, the proposal will require a total of 39 parking spaces. The applicant is proposing thirty-three (33) onsite parking spaces. This is a shortfall of 6 spaces, or 15.4%. 11. The Development Review Board should determine what, if any, parking waiver is granted to the applicant. The angled parking spaces at the western edge of the property are in compliance with the standards for parking spaces. However, the aisle width between the end of the stall and the drive through lane appears to be short. Pursuant to Table 13-8 of the SBLDR, the aisle width for parking spaces angled at 60 degrees shall be 15 ft. Given a nine -foot drive - through banking lane, the aisle appears to be only 13 feet. 12. The aisle width for the pass through lane at the western edge of the property shall be 15 feet in width. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The site plan depicts a bicycle rack in an appropriate location. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking spaces are located to the sides and rear of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to existing buildings within the C1 District in this vicinity. However, the height of the proposed building is greater than the allowable 35 ft height limit for flat -roofed buildings. With the rooftop apparatus included, the height of the building will be 44.6 ft. The applicant is requesting a height waiver of 9.6 feet. Staff supports this waiver. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary doc Staff has already noted that any new utility lines shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted an elevation showing the proposed front of the building. Staff finds that this plan meets this criterion. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant submitted revised architectural details on October 14, 2005. It is difficult for staff to support the proposed cantilevered end of the building, which is heavily massed above the drive -through lanes and creates an inharmonious facade visible from the public right-of-way (Midas Drive). Apparently, this is being done to increase the gross area of general office space to meet parking standards. Given that there are other options such as shared parking that have not been explored, staff does not support this visually disruptive building configuration as being consistent with this criterion. In addition, the southern facade of the building is not consistent with the City Center objective of having truly four-sided design. This entire facade area will present traffic and travel lanes and fenced dumpster storage, which is not consistent with four- sided design standards or principles. The Development Review Board should carefully consider the architectural elevations of this building. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. While the site plan properly shows the northern and eastern rights -of -way that are owned by the City, the site plan and building orientation do not reflect the fact that this will be a key entry point to City Center. Again, a presentation and site plan that respects the four-sided design goals and principles for City Center, including the possibility of a public roadway extending southwest from the southern end of Midas Drive, needs to be considered for this very important site. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict the location of a screened dumpster. Landscaping The applicant has submitted a landscaping plan. This plan has been reviewed by the City Arborist and found to be acceptable. The City Arborist has requested no changes. The applicant has submitted a planned landscaping allotment of $24,050. This amount reflects $1800 worth of plantings to be planted off -site (within Midas Drive right-of-way). This reduces the proposed site landscaping to $22,250 which will meet the minimum required landscaping of $22,220. However, as noted at sketch plan review, the applicant is currently in violation for removing trees from the property without approval. Staff suggests that the trees proposed off -site still be planted so as to account for the previous removal of trees. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The proposed snow storage areas are adequate. The applicant has noted that during larger snowstorms, snow will be transported off -site. Other Staff requested at the last meeting that the applicant submit a description on how the transition will be made from the existing building. The applicant submitted a visual representation of this transition; however, the timing of the transition remains unclear. The applicant shall address this phasing plan to the satisfaction of the applicable regulations prior to preliminary plat approval. Staff feels that it is very important to resolve this issue prior to preliminary plat approval. Once details of the phasing plan are known, the City Attorney will be consulted for their opinion. 13. The applicant shall issue a written transition plan for the demolition of the existing building and erection of the proposed building. This plan shall meet with the satisfaction of the applicable regulations prior to final plat approval. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc RECOMMENDATION There are several important issues that remain unresolved or incompliant. are vital to the possible impacts of this project. Staff recommends that the Board deny preliminary plat application #SD-05-79 as submitted. Respectfully submitted, Cathyanai LaRose, Associate Planner Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates Some of these issues Development Review PARKING CALCULATION: bank - 2.634 th X 5.8 = 15.28 office - 6.582 th X 3.5 = 23.04 TOTAL REQUIRED = 38.32 TOTAL PROVIDED= 33 9,2 16 G5f OCR � GXty 3.24 1 SF OFFICE Third Floor Second Floor First Floor CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\eightym idasdrive\preliminary. doc DEPARTMENT OF PLANNING & ZONING Report preparation date: October 14, 2005 Plans received: October 14, 2005 EIGHTY MIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-05-79 Agenda # 7 Meeting date: October 18, 2005 Owners Applicant/Contact Eighty Midas Drive LLC Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080_C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne, VT 05482 Location Map CITY OF SOUTH BURLIN,, TON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking preliminary plat approval for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) construct a 3-story, 9,216 square ft. general office building including a drive-in bank, 80 Midas Drive. The revised plan represents a 94 sq. ft. building expansion over the plan previously presented. Staff is concerned that the public notice published for this application referenced the small building and going forward with the larger building results in a defect in the review process as required by the state statutes. The applicant appeared before the Development Review Board for sketch plan hearing on August 2, 2005 and preliminary plat hearing on October 4, 2005 (minutes not yet available). The City placed this property in violation of the zoning regulations on April 28, 2005 for having cleared all the trees and vegetation at the rear of the building without approval from the Development Review Board and without a zoning permit. This violation continues. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on October 14, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C1 Zoning District 11 Requi lProposed + Min. Lot Size 40,000 S.F. 23,739 S.F Max. Building Coverage 40% 14.3% Max. Overall Coverage 70% 64.6% Max. Front Yard Coverage Midas Drive 30% 30% Max. Front Yard Coverage (City of South Burlington Easement 30% 30% Min. Front Setback Midas Drive 30 ft. 30 ft. Min. Front Setback (City of South Burlington Easement 30 ft. >30 ft. �l Min. Side Setback 10 ft. >10 ft. ♦ Max. Building Height 35 ft. 44 ft. �l zoning compliance 4 pre-existing noncompliance ♦ waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations, the Development Review Board CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B) (1), municipal water service must be extended to serve the proposed development. The South Burlington Water Department has reviewed the sketch plan and provided comments in a letter dated September 29, 2005 (attached). 1. The applicant shall comply with the conditions of the South Burlington Water Department. 2. The applicant shall obtain final water allocation approval from the South Burlington Water Department prior to final plat approval. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to final plat approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The applicant shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have two different curb cuts. The only ingress point is proposed via a two-way, 24 ft. curb -cut off of Midas Drive for ingress and egress into the main parking lot. It is proposed to go around the building and exit through a second curb cut onto Midas Drive; it is 12 ft. in width and is egress only. The applicant is proposing two (2) drive -through lanes of banking, 9 feet in width. The South Burlington Fire Department has reviewed the circulation plan and has noted that emergency vehicle circulation is potentially a problem. The turning radii must be appropriate to fit a full-sized fire rescue vehicle. Chief Doug Brent has indicated that he will work with the applicant to discuss the turning radii around the drive -through area. 5. The applicant shall meet with the South Burlington Fire Chief for review and the site plan shall be revised to comply with his comments prior to final plat approval. Furthermore, according to the ITE Trip Generation Manual, the proposed project will generate 130.28 vte's during the p.m. peak hour. This is an increase of 88.41 vehicle trip ends per hour over the existing traffic generation of 41.87 vte's. CITY OF SOUTH BURLIN� TON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed development is in keeping with the goals for development within the Commercial 1 (C1) Zoning District, as set forth in Section 5.01 of the SBLDR. (f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The subject property is relatively small and cannot provide significant open space. The non -paved portions of the property are located in an acceptable manner. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. Staff has already noted that the Fire Chief shall further review the plans with the applicant. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans reflect that the sidewalk along Midas Drive shall continue to the southern access. This is appropriate. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 6. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant has submitted a site lighting plan and lighting cut sheets. The proposed lighting is not in compliance with the requirements of Section A.10 of the Performance Standards pertaining to indirect glare. This section limits illumination beyond the property line to not exceed a maximum 0.3 footcandles. The plan shows that in some places lighting beyond the property line will be has high as 2.6 footcandles. 7. The lighting plan shall be revised so as to be in compliance with the SBLDR. Lighting beyond the property line shall not exceed .3 footcandles. Furthermore, the applicant should assure that the proposed canopy lights are installed so CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc as to be recessed. The location of lighting is acceptable. 8. The proposed canopy lights must be installed so as to be recessed. The City Engineer reviewed the plans and provided comments in a memorandum dated September 29, 2005 (attached). The City Engineer shall also review subsequent plats. 9. The proposal shall comply with the requests of the City Engineer. Q) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. Per Section 5.01 of the SBLDR, all applications for a drive -through facility shall be subject to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant had previously submitted comments from a traffic consultant. At that time, the proposal was for three lanes and stacking lane length appeared to be adequate. However, the applicant is now proposing two lanes of drive -through traffic. The applicant shall submit comments from the traffic consultant addressing the stacking of two lanes of drive -through traffic. 10. The applicant shall submit comments from a traffic consultant addressing the stacking lengths of the drive -through traffic prior to preliminary plat approval. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate a significant increase in the vte's of the lot. The Development Review Board should carefully consider this impact in their evaluation of the application. d. bylaws in effect CITY OF SOUTH BURJv,_, TON 6 1 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc This proposal violates several of the bylaws in effect, including the lighting and landscaping. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Section 14.06 of the South Burlington Land Development Regulations establishes the following .general review standards for all site plan applications: SITE PLAN REVIEW STANDARDS (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. According to Table 13-1 of the SBLDR, a drive -through bank requires 5.8 parking spaces for every 1,000 SF of gross floor area (GFA) while the general office space requires 3.5 spaces per 1,000 SF GFA. Thus, the proposal will require a total of 39 parking spaces. The applicant is proposing thirty-three (33) onsite parking spaces. This is a shortfall of 6 spaces, or 15.4%. 11. The Development Review Board should determine what, if any, parking waiver is granted to the applicant. The angled parking spaces at the western edge of the property are in compliance with the standards for parking spaces. However, the aisle width between the end of the stall and the drive through lane appears to be short. Pursuant to Table 13-8 of the SBLDR, the aisle width for parking spaces angled at 60 degrees shall be 15 ft. Given a nine -foot drive - through banking lane, the aisle appears to be only 13 feet. 12. The aisle width for the pass through lane at the western edge of the property shall be 15 feet in width. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The site plan depicts a bicycle rack in an appropriate location. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking spaces are located to the sides and rear of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to existing buildings within the C1 District in this vicinity. However, the height of the proposed building is greater than the allowable 35 ft height limit for flat -roofed buildings. With the rooftop apparatus included, the height of the building will be 44.6 ft. The applicant is requesting a height waiver of 9.6 feet. Staff supports this waiver. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc Staff has already noted that any new utility lines shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted an elevation showing the proposed front of the building. Staff finds that this plan meets this criterion. (� Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The applicant submitted revised architectural details on October 14, 2005. It is difficult for staff to support the proposed cantilevered end of the building, which is heavily massed above the drive -through lanes and creates an inharmonious fagade visible from the public right-of-way (Midas Drive). Apparently, this is being done to increase the gross area of general office space to meet parking standards. Given that there are other options such as shared parking that have not been explored, staff does not support this visually disruptive building configuration as being consistent with this criterion. In addition, the southern facade of the building is not consistent with the City Center objective of having truly four-sided design. This entire facade area will present traffic and travel lanes and fenced dumpster storage, which is not consistent with four- sided design standards or principles. The Development Review Board should carefully consider the architectural elevations of this building. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. While the site plan properly shows the northern and eastern rights -of -way that are owned by the City, the site plan and building orientation do not reflect the fact that this will be a key entry point to City Center. Again, a presentation and site plan that respects the four-sided design goals and principles for City Center, including the possibility of a public roadway extending southwest from the southern end of Midas Drive, needs to be considered for this very important site. CITY OF SOUTH BURL/Iv,, TON 8 ( DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict the location of a screened dumpster. Landscaping The applicant has submitted a landscaping plan. This plan has been reviewed by the City Arborist and found to be acceptable. The City Arborist has requested no changes. The applicant has submitted a planned landscaping allotment of $24,050. This amount reflects $1800 worth of plantings to be planted off -site (within Midas Drive right-of-way). This reduces the proposed site landscaping to $22,250 which will meet the minimum required landscaping of $22,220. However, as noted at sketch plan review, the applicant is currently in violation for removing trees from the property without approval. Staff suggests that the trees proposed off -site still be planted so as to account for the previous removal of trees. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. The proposed snow storage areas are adequate. The applicant has noted that during larger snowstorms, snow will be transported off -site. Other Staff requested at the last meeting that the applicant submit a description on how the transition will be made from the existing building. The applicant submitted a visual representation of this transition; however, the timing of the transition remains unclear. The applicant shall address this phasing plan to the satisfaction of the applicable regulations prior to preliminary plat approval. Staff feels that it is very important to resolve this issue prior to preliminary plat approval. Once details of the phasing plan are known, the City Attorney will be consulted for their opinion. 13. The applicant shall issue a written transition plan for the demolition of the existing building and erection of the proposed building. This plan shall meet with the satisfaction of the applicable regulations prior to final plat approval. r � CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc RECOMMENDATION There are several important issues that remain unresolved or incompliant. Some of these issues are vital to the possible impacts of this project. Staff recommends that the Development Review Board deny preliminary plat application #SD-05-79 as submitted. Respectfully submitted, Cathyarbi LaRose, Associate Planner Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates i III Is III Ills dl89EB4ilIIQIElilllfEEllIIIdIill ftl4III [If IIt6t11ititIIIll IIitIIH His I!@EiIIIEIIIli 4III!;InIts; d6tIIfill Hit IitHI 4lddELFt,durt<t:tQ..0 F4l,tala614.itR. 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BIlB!!IBltQ@ttfEll - OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, Vr APPLICANT., Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT ZONING DISTRICT COMMERCIAL 1 - RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS: Required Existing Proposed Lot Size 40,000 s.f. 23,739s.f. 23,739s.f. Bldg. Coverage 40% 10.6% 14.3% Lot Coverage 70% 21.4% 64.6% Front Yd Coverage 30% 11.4% 30.0% (Midas Drive) Front Yd Coverage 30% 57.0 % 30.0% (S.B. Easement) Front Yard 30' 38, 30.0 Side Yard 10, 15' 19.5' Rear Yard 30, Hie We i 6, /�i' /I .. /iii /j/ii / /i j /i/ //�;;�;,� Brassard Automotive Brassard Services, Inc. i / i o / �, iii�steucrn:o I y 1Vni, _\- CI(y Ot SOUtiT BUTIln9'tOn ` REM9GE EX. SIGN I `AND SHRUBS ABANDON !I POSED PROPOSED SITE LIGHT ,BIKOE RACK SEE SHEET L1 ` SAWCUT EX. PAVEMENT ATPROPERTYLINE �31�5r 'S W STORAGE" +315P 12 4 UEJ m - PF(OPOSED BUIE D sNG iii T A PROPOSED SIGN ' i' MATCH EX SIDEWALK MATCH EX. i AND PAVEh I NEW GAS., �... , LINE NERDY n: ti 3 J , </ .-WI VT GASP i .31 ` v ` - PROPOSED DUMPSTER 8 " ' --" RECYCLING ENCLOSURE W/ l " 6FIIGH STOCKADE FENCE / 1 i FOR SCREENING PURPOSES- Y a P-.16 cbmvk SPilre in 20 Mepk ..,I" Ereyeeon sre>e A.B. Pomerleau I I I I 1 1 :, II / AND CURB BOX REMOVED 1--SIDEWALK TO 1I s EXTEND ACROSS 11 , PAVED DRIVE(7YP.)1 j r-EX. Ca RIM-313.10 INV 6•N-307.35 INV 12•E-306.09 {j INV ta•5-305.90 RAISE RIM TO FINISH GA a INSTALL SOLID COVER ii ;li Im \,bti DEPRESSED CURB AT ENTRANCE TYP.) W 6 D.I. 1L CB RIM-312.91 11 I INV 18•N-306.14 l' INv 16•s-3os.o7 f .- 1 RAISE RIM TO ,... ! FIN/SH�GR pE 1 1 II 'DO NOT ENTER": d SIGNS i s GRAPHIC SCALE m o ro m a so ( IN PS6f ) 1 tech - 20 lit, ax6TAPPING SLEEVE 3 VALV SITE ENGINEER: NOTES 1. p rp represent all utilities located upon adjacent Utilities shown do not purport to constitute or 1^ n to the surveyed premises. Existing utility locations are approximate only. The Contractor F shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not incorporated Into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. CIY11 ENGINEERING ASSOCIATES. INC. 3. The Contractor shall maintain as -built plans (with ties) for all underground utlities. Those PO B(X485 SHELBI RNE, V' O5482 plans shall be submitted to the Owner at the completion of the project. 4.1.06,+'Ma IAx 31n(9122r: w 5: «ww.n•a-r.cor.� 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or comrmoar ®ease - �.1, moass aessava Indirect result of the construction. All disturbed areas resulting from the Installation of the water or sewer lines (on or off the site) shall be restored within 45 days of disturbance. Inu," MJw 5. All grassed areas shall be maintained until full vegetation Is established. 6. Maintain all trees outside of construction limits.® SAV 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. MPRO"D e. If the building Is to be sprinklered, backflow prevention shall be provided In accordance SAV 1with Ordinance For Th, Control Of Gross Connections Within The Water SAtem Of The ih (jiy Of South Burlington. The Site Contractor shall construct the water line to two feet OWNER: L above the finished Boor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all Items and materials Incorporated Into the site work. Work shall not begin on any Item until shop drawing approval Is granted. EIGHTY MIDAS 10. In addition to the requirements set In these plane and specifications, the Contractor shall complete the work In accordance with all permit conditions and City of So. Burlington Public Work. DRIVE LLC Standards. f it. The tolerance for finish grades for all pavement, walkways and lawn area. shall be 0.1 feet. 80 MIDAS DRIVE 12. Any dewatering necessary for the conpletion of the sitework shall be considered as port of SOUTH BURLINGTON the contract and shall be the Contractor's responsibility. VERMONT 13. The Contractor shall coordinate all work within Town Road R.O.W. with South Burlington Public 05403 Works Department. 14. The Contractor shall Install the gas, electrical and telephone services In accordance with the utility companies requirements. A.B. Pomerleau is. Existing t and tree stumps to be removed shall be disposed of at an approved off- PROJECT: site location. All t cuts shall be mode with tsaw. pavement a pavement PROPOSED 16. If there are any conflicts or inconsistencies with the plans or specification., the Contractor shall contact the Engineer for verification before work continues on the Item In question. VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT RECEIVES OCT 14 25 City Of SO. Hilt ington LOCATION MAP LEGEND 1" = 1500 ----- '3::- - - EXISTING CONTOUR REVISION 136 PROPOSED CONTOUR s/®/os eav REVIseD ea MR San cw� - - PROPERTY LINE a/1a/se SAV REVISED EGR .. PAReIIiG ----SS GRAVITY SEWER MAIN ---- W WATER MAIN ---UE UNDERGROUND ELECTRIC ---- -- UT UNDERGROUND TELEPHONE -- -------- ST STORM DRAINAGE LINE ® SEWER MANHOLE PROPOSE® ® STORM MANHOLE SITE OC.O. CLEANOUT V HYDRANT PLAN ® SHUT-OFF ® CATCH BASIN t2•o LIGHT POLE 4 SIGN ore SEPT., 2005 nR,temtc Nwmas ------ EDGE OF WOODS/BRUSH �-- DRAINAGE SWALE ea. e 1„ = 20: C 1 ' Pew. NO. 05122 r PARKING CALCULATION: bank - 2.634 th X 5.8 = 15.28 office - 6.582 th X 3.5 = 23.04 TOTAL REQUIRED = 38.32 TOTAL PROVIDED= 33 952 16 G5f 3.24 1 SF OFFICE Third Floor Second Floor First Floor CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: October 12, 2005 \drb\sub\larkin\sketch3.doc Plans received: August 26, 2005 SKETCH PLAN REVIEW #SD-05-81 _ 388-410 SHELBURNE ROAD Agenda # 6 Meeting Date: October 18, 2005 Applicant � Stephen Moore, AIA Owner John P. Larkin, Inc. 85 Harvest Lane 410 Shelburne Road Shelburne, VT 05482 _��i�:�l S. Burlington, VT 05403 985-9815 ,de�iuA - Property Information Commercial 1/ R-15 Traffic Overlay Zone 3 Location Map � _ . .,,':; .vim 'i •^. a i l• '. C w >Y . l . y fie' ( � \, ;L� , F!� sr x., - r. ` :^"�• kt Al 7.1 J 0(4 CITY OF SOUTH BURLhvGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\larkin\sketch 3.doc Stephen Moore, hereinafter referred to as the applicant, is requesting sketch plan review of a planned unit development consisting of: 1) a 10,064 sq. ft. mixed use commercial building, 2) a 3,100 sq. ft. short-order restaurant, and 3) a 5,007 sq. ft. mixed use commercial building. The request involves: 1) razing the 5,007 sq. ft. building, and 2) constructing a 24 unit multi -family dwelling, 388, 400 & 410 Shelburne Road. The applicant presented to the Development Review Board on July 5, 2005 and was continued so that the applicant could gather more information for the Board. The application was again heard on October 4, 2005 and continued so that the applicant could reduce the height of the buildings. The Development Review Board stated that they would not approve a height waiver for this proposal. The applicant has since submitted a plan for a three-story building. The applicant has not notified staff -of, any changes in the number of units. The calculations and comments below are based on 24 alwelling units. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to hereafter as staff, have reviewed the plans submitted on August 26, 2005 and have the following comments: Zoning District & Dimensional Requirements Table 1. Dimensional Requirements Q1-R16Z9ning District Required Proposed Min. Lot Size 3,000 SF/unit 75,794 SF Max. Building Coverage 40% 21.7% �l Max. Overall Coverage 70% 69.8% ♦ Min. Front Setback 50 ft. 9 ft. �l Min. Side Setback 10 ft. >10 ft. Min. Rear Setback 30 ft. N/A �1 Front Yard Coverage Shelburne Road 30% 16.2% 4 Front Yard Coverage Proctor Avenue 30% 4.0% ♦ waiver required pursuant to Section 15.02(A)(3) of the Land Development Regulations PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the South Burlington Land Development Regulations, PUDs shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\larkin\sketch 3.doc The subject property is served by the City of Burlington's water and wastewater utilities. 1. The applicant should submit, with the final plat application, a letter from the City of Burlington indicating that there is sufficient water and wastewater capacity to serve the proposed project. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 2. The applicant shall submit a grading and erosion control plan as part of the preliminary plat application. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to subject property is via an existing 34' wide curb -cut on Shelburne Road and an existing 24' wide curb -cut on Proctor Avenue. Neither of the curb -cuts are proposed to change. The northerly and southerly lots in the planned unit development are proposed to be connected, which should improve circulation on the site. The subject property is located in the Traffic Overlay District — Zone 3. Pursuant to Section 10.02(G) of the Land Development Regulations, properties in this district may generate up to 45 peak hour trip ends per 40,000 square feet of land area. The subject property is 75,794 square feet, which can generate up to 85.27 P.M. peak -hour trip ends. According to the ITE Trip Generation Manual, 7ch Edition, the current uses on the subject property are estimated to generate 106.5 peak hour trip ends, plus the traffic generated by the salon. The proposed uses are estimated to generate 104.22 peak hour trip ends, plus the traffic generated by the salon. So, while the existing and proposed uses both exceed the traffic budgets allowed for the subject property, the proposed project will reduce the total peak hour trip ends of the property. A worksheet outlining the peak hour trip ends of each use on the property is attached. 3. The applicant should submit information on the square footage of the salon with the preliminary plat application. The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. The subject property does not contain any wetlands, streams, or unique natural features. The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. According to the South Burlington Land Development Regulations, the Commercial 1 District is hereby formed in order to encourage the location of general retail and office uses in a manner that serves as or enhances a compact central business area. Other uses that would benefit from nearby access to a central business area, including clustered residential development and small CITY OF SOUTH BURLIivGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\larkin\sketch 3.doc industrial employers, may be permitted if they do not interfere with accessibility and continuity of the commercial district. Large -lot retail uses, warehouses, major industrial employers, and incompatible industrial uses shall not be permitted. Planned Unit Developments are encouraged in order to coordinate traffic movements, promote mixed -use developments, provide shared parking opportunities, and to provide a potential location for high - traffic generating commercial uses. Staff feels that the proposed development conforms to the purpose of the C1 District and that it is visually compatible with the area, which currently contains commercial uses and multi -family dwellings. The proposed use will not interfere with the accessibility and continuity of the C1 District. Also, the proposed development is part of a planned unit development, which is encouraged in the C1 District. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The proposed project is a redevelopment project on a site that does not contain significant open space. The new multi -family residential building will not create any new open space areas. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 4. The South Burlington Fire Chief should review the plans prior to preliminary plat approval. Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. Staff feels this criterion is met through the proposed project. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 5. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. 6. Exterior lighting details (cut -sheets) for any proposed lighting on the subject property should be submitted with the preliminary plat plan application. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff finds the proposed PUD to be consistent with the South Burlington Comprehensive Plan for the following reasons: a. The plan is consistent with the stated purpose of the C1 District, as outlined in Section 5.01 of the South Burlington Land Development Regulations. b. The addition of the proposed multi -family residential building to the existing commercial development on the property will produce high density, mixed -use development, which is the fits the character and the goals for the area. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\larkin\sketch 3.doc c. The proposed planned unit development will produce infill development, which is promoted through the Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the South Burlington Land Development Regulations, any PUD shall require site plan approval. Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. Staff feels the proposed project accomplishes a desirable transition from structure to site and from structure to structure. Staff also feels the site provides for adequate planting and safe pedestrian movement. Pursuant to Section 13.01(B) of the Land Development Regulations, the proposed project will increase the parking requirement of the planned unit development to 131 parking spaces (with 14 of the 24 proposed units utilizing common parking, which reduces parking requirement to 2 spaces/unit). A total of 98 parking spaces are being provided on the PUD, 35 of which are in addition to those in existence. The applicant submitted a shared parking analysis, which indicates that the existing and proposed uses on the subject property can be served by 101 parking spaces. Parking shall be located to the rear or sides of buildings to the greatest extent practicable. All of the parking for the proposed residential building is located either underneath the building or behind the building, relative to Shelburne Road. Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. According to Section 3.07 (D) of the South Burlington Land Development Regulations, the maximum height of a pitched -roof structure shall be 40' above average pre -construction grade. The elevations show the building height of the proposed building to be 33'2'. No height waiver will be required. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already stated that pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. Staff feels this criterion is being met CITY OF SOUTH BURL ivvTON 6 ( DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\larkin\sketch 3.doc Proposed structures shall be related harmoniously to themselves, the terrain, and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. This criterion is being met. The applicant has submitted revised architectural details of the proposed building (attached). With its Mansard roofs, the architectural style presented is meant to relate to the neighboring Heindel & Noyes building, while still presenting a modern look. Site plan applications shall meet the following specific standards as set forth in Section 14.07 of the South Burlington Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not feel the reservation of land on the proposed project site poses any opportunities to create access to abutting properties that will reduce curb cuts, improve general access, or improve circulation. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already stated that pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans show an adequately screened solid waste facility in the northeasterly corner of the parking lot. Landscaping and Screening Requirements Pursuant to Section 13.06(G) of the Land Development Regulations, the estimated cost of the proposed project determines the amount of additional landscaping required on the subject property. The applicant has not yet provided a cost estimate for the project. In addition, pursuant to Section 13.06(F) of the Land Development Regulations, the landscape plans must be prepared by a landscape architect or professional landscape designer, and must be accompanied with a landscape budget indicating that the minimum landscaping requirement is being met. 7. The applicant should submit a landscape plan in compliance with Section 13.06(G) of the Land Development Regulations with the preliminary plat application. In addition, the applicant should submit a landscape budget with the preliminary plat application. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\larkin\sketch 3.doc 8. Pursuant to Section 13.06(B) of the Land Development Regulations, the plans should be revised to clearly depict proposed snow storage areas on the subject property, prior to submittal of the preliminary plat plans. Other The City Engineer reviewed the plans and provided comments in a memorandum dated April 30, 2004 (attached). 9. The plans should be revised to comply with the requirements of the City Engineer, prior to submittal of the preliminary plat plans. The City Engineer shall continue to review subsequent plans. Staff recommends that the applicant address the numbered items in the "Comments" section of this document, prior to submitting a preliminary plat application. Respectfully Submitted, Cathyag LaRose, Associate Planner Copy to: Stephen Moore, applicant c -- -- ,- a, , BOd nqd PP26 Astrw�m+K No:m Its. s 196.07' I a. —T --. ----—------- I — i U. S. Rotate 7 (Sh I) urn od) u saw �J _ �JC --il---■-[�--�'�9.'���Zi..�.■■■����fll,a�■■�����■7iii■i■iiri■■■ii■■■i`iII,ToY�l�l'� (� . ONj f1 �i '��% '�jil,'�y� �) . -'1 1')` ! IJ:tOJd.Je all<' • t• � IN�J1►Ci'ib I .� ' � �'� Nil MOMMM/0 r r 1, 1 Il,i 'otes Damt/m are based m NGS'dish'DealynotAm 7I-91 �V-AB9644 and are'rehxrnced to NA M A /oval. loop was lono,;* .Mine 11S 2004 to Ne hto prr Mn. trol'pahta 5-/&7totPo7 /S based010 al astral-k observaWa done an Ame- A 20" . INS .y was 'canpbted wlthoatt MO! bens9t of 4919 Safe - makhgs Allexisting pave mova All paver . Oa this AM am n ro■> ro,eno ar bel I I Lake dtanp/otn �� >t� Q SOUN BURLINGMIN BURL/NGTAN Location Maw not to scale Legend - - AAorm, Property Line —w— — — BB-w— £x/sAh9 Wbt.r Lhe/gate KW- -W— — —K-w— Proposed Nbter Lhe/got. whe — a — 46 G — Exbtthg Co. Lh. —G' — G— New Ca. Lh. £x/ethg tnx /he dearhg /Lm/ts —S— — —5—(D-- £xlsthg Sewer Lhe/manhole Prgoo.ed Sewer Llno/monhae —F&r— — ctr— , Exl.th9 Nectr/ca//tedephmv �iT— —fart— New elecirkelltelephone ST-- — --sF- — Exlethy Stam Lhe/catch ba./n -ST®sr-q3-- proposed Storm a7e%otch bash £xlethg Contour ----"--338Prgoaaed C-Wr Mn Power pas _I12 Q—y ctntra/ Poht �e � I f .. � Exl.thg h}aOhFnnt - Ii Proposed hydrant „ .:. I y o Cma vte monument W. rvkh7h9'. Roy ((�/yr�ed.by Athens) o /ran p¢e rr fatly AIA*W i -•a Drehage flow e4 acrea/ed'bVsy. and rxydiry, ova. I I I 337.5 Fhho glade appal ./a 6,n S/gn Buffdhg mounted light � light past I I � I RECEIVED AUG 2 6 2005 2 E QA" Jt, City of So. Burlington 3.o�n:, F�crrsMu�'o,� arP,,r �r Date re�iaed Osrcajolion a,xked O.h Design tb/whn Site Plan .. 5. sE pvapufsv (beR +ems utvoeaG. nrp . !tr✓eT�. w�w.nuud 3� aF vow v. Drawn td Checked *fin 0 2D 6A 124' 3 o 'te e _ a� = Scale 1- < 2D' 388 Shelburne Road Date Awl t2 Jaa. Scafe 1-�_ r � hwt Pro ct 114/6D US RWte 7-%Wbane Rood SWth Burch ta4 VABay �• _ CRABS a#LalNSING Consesth'ryl �'nyineers, /nc PERMIT REVIEW ONLY >64 A(ain Stneef Colch"Mr, Yemwnt 0544B AVERAGE_ PRE-CONST. GR ELEVATION LU/ MANSARD ROOF nTHREE STORY PLUS PARKING GARAGE SCALE: 3/32" - 1'-0' Proposed Elevation with Mansard hoof 388 Shelburne Road Scale3,16 = —o- U 0 4 C. Clal F G Clhp Gibe -r 7 Clrs 10 Spy informal mix Gibe Gibe ---�_ 95pjr GClal 9 Wefj G Clhp 5 Clrs Gibi 10 Wefj 1 1.hawn � — _ ,_ _ _ informal mix 10 Sp)T I— .-�\ ,, IO Wefj Cj C i 0 PROPOSED BUILDING FFE 916.75 �_�►.���� (0 c "----- r,� Lawn Re Maple Tata1h 125 A ruv in mulch ♦"• jr," [ A cfr rum ` j Lawn / �/ Lawn �® 7 Eualiave ��awn in mulch bled 1 i 1 / &G Aruv I C;Plgl I / in mulch bed Qubi i y ' Landscape Plan Prepared by Michael Lawrence A55oc. (5 Linden Lane, E55ex Jct., VT 05403 " dram. —�-} Acfr i ng 12" diem. Maple GxBN 12" Gran,tc P4ga Blocks Acfr 2 Amla - 30 Aruv in mulch bed ' Acfr w 4/ - Q N P L A N T L 1 e T e ea•,aeowm• Common Wm• -- A. 4 Aw.vl 1emrme.ewp• z.ea n., e•e 2 —1•nW,ur Yw+ Allmewp 5—..— 1-1 rt., M. mubta 201 A.mkmrt. �� e.w.y Iyl.,l0. 12' I e Ouau• m,wo Y nw.e.mn e.ween a 1 e- e" Iz cleFr••mnA. a I,Ie.Ie 12 Iu Mdw r•k wmmww.wd a yl., l e. l b Ll.e LmkFr• •InNolu hby Ruby 9pno• eummmw'••! d ql., 5- -I cua„ymu•.Yku•oom •dusrnbl nr•e•n LompSeumyeue 2aao,n. can . cmw w•w ea r u•,n. c,w x.e a ,. ea 1 n.m.m..�.,.r wAe•w lee., ele Ie k. epnrw eart..ea emmu. dx w•mp WNb 0.k 2.ed in., eM ,rf 2B euo•o rr-Yn--d ADpmo > LID-len. Lb V Darkwn epwnm, Y. ze wm,N d.JDn. VTPCU PlarMnp Cor E.11-1. Michael Lawrence Assoo. Landscape Architects Essex Junction, VT September 9, 2005 NEW PLANTING PLANT SIZE UNIT COST OUAN SUB -TOTAL Acer x freemanii'Jeffersred' 2.5-31n. $600 4 $2,400 Amelenchier arboma "t $300 2 $600 Arctostaptylce ---1 1 gal., 10-121n. $30 241 $7,230 Buxus mlomphylla Writergreen' 3 pal., 15-18 in. $85 15 $1,275 Cletlra alnifolla 3 gal., 15-18 in. $40 12 $480 Clethra alndolia'Hokie Pink 3gal., 15-18In. $40 12 $4BO Clai alnlfolla'Rutry Spioe' 3 gal., 15-18 In. $40 12 $480 Euorymus aiatue compactua Tire Bell' 24-301n. $65 7 $455 Glnko blots'Mawae 2.5-31n. $600 4 $2,400 Hamemella vemalis 8-108. $300 1 $ 3W Plcea glauca 6-7 ft. $240 16 $3,840 Ouercus bicolor 2.5.3In. $000 1 9D00 Spkaea japonice'Red' 3 gal., 15.18 in. $40 29 $1'180 T— media Tauton'1' 3 gal., 15-18 In. $65 7 $4W Welgela flonda'Java Red' 3 gaL, 24-30 in. $45 29 $1,305 TOTAL NEW PLANTING $23,460 EXISTING TREES TO BE SAVED Red Maple 9 in. $1,500 1 $1,500 Red Maple 12 In. $2,500 2 S5000 TOTAL TREES TO BE SAVED $6,500 TOTAL $29,960 ARBORTIE GREEN FLAT WOVEN — POLYPROPYLENE $TAKING MATERIAL. 3/4 IN. WADE, 900 I.B. BREAK STRENGTH [2/TREE] FASTEN ARBOR71E TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING (4)2"X2"X2'L HARDWOOD STAKES DRIVEN (MIN. 18") FIRMLY INTO SUB - GRADE PRIOR TO BACKFILLING, UNDISTURBED SOIL TRIM DECIDUOUS TREES TO PROVIDE 6 FT CLEARANCE PLUMB TREE TRUNK GA70R BAG (1/TREE) 3" MULCH - DO NOT APPLY AROUND TRUNK FORM 4" SAUCER CUT AND BEND BACK WIRE, i,- PEEL BURLAP �' TOP 1/3 OF ROOTBALL EXCAVATED WITH SOIL MIX II III II IIII IIL I: BREAK APART EDGE OF JCONSISTING OF ONE PART III-` EYCAVATION W/SHOVEL EXCAVATED SOIL 4N0 ONE PART III_ ILI ILI BURLINGTON INTERVALE COMPOST. 2 X BALL DIA. WATER AND TAMP TO REMOVE AIR POCKETS. 1. PLANT TREE SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 2. STAKING AS REWIRED ONLY IN SITUATIONS WHERE TREES WALL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. 4, EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL nts SITE ENGINEER: -0� CIVIL INGINIIRING ASSOCIATES. INC, t 3 3t y e.t^ x ,&Nv 0 RI WDe -A.AIGN DRA11N ML O KED SAV APPROVED SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 'i3'I47f7L PROPOSED LANDSCAPING PLAN DATE DAANING R D11- SEPT., 2005 1" =10' L2 PROD. N0. 05122 I I FOUND 5/8 IRON PIN 7/2' IRON PIPE 'r17ZPATRJCK-LLEW£LL YN INC FOUND 1 I \\ S08.03'58"W \ \I 7 47 "58 "w I _ — S08_03 — — — 78 36' \ 5NOW 570RAGE AREA 6• D \N/F \ CITY OF SOUTH \ BURLINGTON 287/R13 1 I N/F A B POMERLEAU I I SETBACK i f 5 UU� 146/245 Z � 96/27 N, I v O I N Q..I L 4i I I S7 '42 27 FOUND 1 1/7" ION PIPE S08'09_'26"W 30 60' 6• �— J000•—y N/F CITY OF SOUTH BURONG TON 2871275 Ex 4x4 CONCRETE MONUMENT N 1 0 L11 50 fl 1pp 5 ACRES A l]1 wows vIriKW r51.� O N` - - - - NO TES _ nMvrES IMiICAR 1fl]4M0W a IrCI MCK1,S,MArWD I1 MS WrK 1-0 !M latUx•.0 MAN, KM U40 N iK AMIMAi.]x w rt.x r0! 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KNs OR ).t1]RI 4 N/F sfT ccwc�wfrc CITY OF SOUTH MI BURLINGTON Or BE IN (ParI OF UESfaNN CRIPlION) 2871215 7-0 w/LLIS— r D I'W SIDEWALK 11 (MMN(l IRN/ PMWL —,ILL'II1LwL—(• LbMI(MYVO Al A MI, 11C MONM'Ni Sfi w iK KSILM, LNLM W WAS qNK, KNQ IK SOVIKASI (9YCROT ,AMS MIN OSlaw1[Msrtllai KLMM AM l[C MC. AM KwL IK NORTKAST C01KN W PAAr-I/] [ONO M A M r O••rCiOr M AM IaIY.0 IM KSrt' 1 `O O W AA4Af ORM. O. KMxR7W LNM 1]N)']1' K$T A pSTAK[ I)I )l lff] 10 IM rtWll W NWMI/OW 1Ae( KSrtMr SWIM A ra^s O.IK, IIKr.CC CO TM M A 223' WSrzMr O AL V M AM A1W TK VIAMOr S 7 N W WAS Ly S A KMe/0 W SWM 1]Y]']i' KSr A I MT 000J K[1 M A CAlt1,A 1C0 rowi M TK K51[RlI LwIM W Kals ORK AM Mr AUTrKAsrzM r LUMfR W IMm /T. IKNCF MOaCLWO W n NO.TNKSILMr OKC� M AM uWO MC IDi7NIM EAMMR1W IMWr T W A ] r[n, r0 A TOM/ M iK GTICRrY IpuNMRr W SANITARY SENCR EASEMENT CITY OF SOUTH BURLINOTOA 7e71TJ N/F CITY OF SOUTH BURL 'NoTON 2871217 W:IKASMM v SWM IIATtNt MRMKSI Ltw 9 W W MLMCRTI KMW K: MNL'C rM1LY(D .A —WA SMA v Dw . PA /1 W A MANNV W SWIM 1110'24' (I I— IARWI MNIANS O)1 —s OR .011 4 1� ; MWL KMYI O5[iNNO CArICW K IOMVINRv W IAMi NON ( rsIRACT W A KNAW AWIN 0I3. J>'GSI A NV iK (AVrk r N1uNMNI W I— NOW LW .s IMC. W A ­0 W NORM IMIIDI' LAST A ( SWOKMY IgANOMI W PMaI /r,AM NMO iK MO u01.p 1K /ARIKM, IQR.OARI W ()srAK(a 1r1 R.1 Nri 10 IK NYNI W NONM117 RECEIVED NO DATE DESCRIPTION BY CONDEMNATION FOR HIGHWAY PURPOSES ACROSS A PORTION OF THE LANDS OF SEP 12 2605 BRASSARD AUTOMOTIVE SERVICES, INC. City Of SO• Burlington 1-3 MIDAS DRIVE SOUTH BURLINGTON. VERMONT DuDw„ IN}KCI .uMIrA B15409PI �•*� _ _ own JAN 2003 mginrWing planning ulAw I, REG nantgrnent 0rw7flent M ....MM.f^ AA6087 25 WENTWORTH DRIVE WILLISTON VERMONT 1 OT 2 MEDALLION STE LIGHT Is ANCHORBOLTS &T SQUARE TEMPLATE BY U =.TIIUM POLE POLE SUPPLIER DARK BRONZE FINISH BOLT OR CADWELD HAND HOLE N/COVER GROUND WIRE TO POLE PAVEMENTSURFACE FINISH GRADE 3.7 3/4. CONDUIT FOR--SCH 80 PVC FROM 05 BARE COPPER POLE TO POLE N/ GROUND WIRE SEPARATE GROUND (4) 05 VERTICAL UARE 3/4' x 10' COPPER -\ GALVANIZED STEEL %EU) GROUND ROD PVC CONDUIT CONNI BOND TO CONDUIT, #3 TIES 0 12. D.C. BASE A POLE POLE LIGHT DETAIL N.T.S. MEDALLION S1 A & S2A SOFFITIER ne , m 015 ft 5.?. ft SIA « S2A FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL PROPOSED SITE LIGHT001 001 014'I 000l .lO /+ + 0.1 -a-m_ 1 0 3 057 0 -,35_ .2a + 0.17 0 05 0 03 0 Op + 0 02 + + OotQ 1 001 A 0 0001 0.00 + r. 1 0.00 002 0.16 003 OA9 0 24 _-G Zz- 0.28 0.40 64_ 1,95 1 -%51 -1.13- 065 40 ,0.+1"4a-• oi' I o 00 .0 0+ .+0 0..' 0+01 1 + + 00 0 01 003 � 010 020 0 0-62 w 114 + 111 0;8 0.5g 0 36 040 58 + 7% + 9. 3+0 4, 3�+ + 1 ':009 11 040 022 Olf + + + + 402 005 11 .+22 0+315 000 1+09 78 210 2.26 0.97 1 086 0 55 057 23 19 5. 9 G 55 79 36 10 4f 0 71 )01 ''los + 0 007 13 0+24 o+ al 11 1 A '3 0 2 72/ 001 SIA .75 472 74 2 51 \2+ '10 + ' ' 0 4 1 0 2 Ro�7\ 8 2461, "i'li �55) 0+ 39' + 01 006 OJ13 1034 951 12 45 47 + 6.50 + 595 3 a 192 0 9 + + 0 + j 74\' (3+77 + + 1+17 1 3.+3. 1 4+ 2 1 107, 5311 Do S + 0 004 006 0:13 , +35 + + .52 1 52 480 32 ;k-Ag 1 + 0,71�0 010+7 .99 5 1+ + 1.51 2 7 5 2 2 29 084 0 079* 1�9 2 320 6, OA\ 89 4 2� 2�11 G f of 'Ui 111 + + + 0 )l t ' 1 .. 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Q� Cff + + 003 003 020 0,59 + 119 a 11 j �o 5e O� - 5 01. .+ + 0 3a + 0 . + 1 -,7< -,+63 + 3.92 +250 2.71 + 2 56 Q9 + I /. 9 'ov + + + 056 07 003 001 000 0.03 0 IPS 014 39 0+69 S2A 1 + 1.1 0. 0+4,, u + + + \+ + + + + ;01 /+ + + + + + 7 + + + + + 0 ch 0.20 041 1 9 1.93 3\01 2.00 3.75 281 027 012 002 001 0.01 _0,Q& -rgf--D 02 044 0.10 023 042 1 0 0 29 014 0+011 0 0 + 0 + 043 93 1++ 00 162\ 3.05 13 + a 1. a 0 + + + + + 3 007 0.01 001 0 G! . ol 0�0 + + + + 00, 601 002 003 + 009 0113 Y' SITE ENGINEER: CIVIL ENGINEEILING ASSOCIATES. INC. FO SHELBO'NE, V0S4e2 Pim SAV II SAV I II II OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 II PROJEcr: PROPOSED VERMONT FEDERAL CREDIT UNION W + + + + + I 1007 1 O�22 0 +3a 0 +6 Z� 5 7 7 0+ '0 Oil 0+01 00 001 000 + + + . + 0.09 1 2 1017 0+22 0 1 5 4 1 035 0+02 RECEIVED "+ + + + + + .0 0 2 + V 0 105 005 7 1109 0111 +23 0+02 + + + 14 2005 02 )0 02 �03 0+05 0+07 1. (IP2� 047 6 010 OCT / + dF + + + :� + + clol 002 0�2 003 004405 0/16 013 (r14 003 + /+ 0 00, 01 0+02 -b 03 Ot Oti,, 3 of V City'd $o. Burlington TION vi ANEA N7miONMENSIONS IAVE IMAX MIN Ana M I 230.3l..4-4Ft 11.1 6 [a .12 13.00 FedwW Cmdk Unkn (05122) LUMINAIRIE SCHEDULE TYP DESCRI"ON ILAMP I LUMENS I aw MA (1)•SI, ST_Hj 7-+L (1) H-70MOR I 3500 1 5 SIA SPAULDING 16- High 173W (1) -m- CM-HI7-IV (1) H-173/H S2A SPAULOING I@- High IODW (1) -Sr CM-Fno-Iv (1) H-IOD/1H 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP )ATZ CO® ENVISION wo "I - 9011m u maim 1V" '� - 11FIF111111l 1=13lic. FARIKII[G. j (PROPOSED SITE LIGHTING PLAN UTZ SEPT., 2005 scus 1" = 10' L 1 ]RIKM NO. 05122 ANCHOR BOLTS k- TEMPLATE BY LIGHT POLE SUPPLIER BOLT OR CAD GROUND WIRE TO POLE FINISH GRADE (4) ,15 VERTICAL- 31e • 10' COPPEF MELD GROUND ROD BONO TO CONDUIT, BASE k POLE MEDAWON SITE LIGHT NON -TAPERED SQUARE �I ALUMINIUM POLE DARN BRONZE FINISH HAND HOLE M/COVER PAVEMENT L SURFACE i s SCH 50 PVC FROM b -� POLE TO POLE / 'n .r._T SEPARATE GROUNDVARE GALVANIZED STEEL TO 0-1 PVC CONDUIT CONNECTOR /3 TIES • 12. O.C. 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Burlington ENS ows , Fed" CneN Union (05122) LUMINANE SCHEDULE TYP DESCRIPTION LAMP LW B1A WAULDI (i) •si- Sr-H17-HL (1) N-70AM 35 00 SlA SPAULDNG if' High 173W (1) Oslo CMhH17-IV (1) H-175AM Woo 4 S2A SPAULDG Ill- High 10OW N (1) -Sr CM-HlO-IV (1) H-100/HOR 6200 2 I CIVIL ' i ^U 6fJY I 4•Dma9n I DutN PJ M 1 CD® SAV I , IFFlg7m SAV I 1 I OIFNSR: I , SITE ENGINEER: 0 ENGINEERING ASSOCIATES. INC. ass d14LD1JP11C, VI ld482 EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP un cataD luvmlmoN ,ra u7 Almm ADDmOIUL form rr tuul9Fm HAIL FALL 1/IS/!1 u7 � f110Da/G. F1®IG, I PROPOSED SITE LIGHTING PLAN DAM DBAlIa1G N01®1 SEPT., 2005 10' L 1 FW. No. 05122 ` 1 1 NEDALL ON SITE LIGHT ANCHOR BOLTS f: NON -TAP SQUARE TEMPLATE BY LIGHT ALUMINIUM POLE POLE SUPPLIER DARK BRONZE FINISH + BOLT p1 CADWELD HAND HOLE r/COVER GROUND WIRE To POLE PAVEMENT FINISH GRADE 3'7 SURFACE 3/4• CONDUIT FOR J SCH e0 PVC FROM b /6 BARE COPPER -`� POLE TO POLE r/ 1 GROUND HIRE r_T SEPARATE GROUND (4) /5 VfRTCAL �.,.t VARE 3/4' s 10• COPPER �� GALVANIZED STEEL TO WELD GROUND ROD 16• ' PVC CONDUIT CONNECTOR BOND TO CONDUIT. /3 RES • 12. O.C. BASE a POLE POLE LIGHT DETAIL wry MEDALLION . Annrtn'u..a •vrre be-uxt pxrmnom nnuunc men nnminN :ail tnldnxn Contour lines wlradwerarnxn u+melrtr unryw d.ryn • [nr r re xhxM•r sm rroer Mrryxr. to Mull e.h . rm xm .MN two, rxnn.. he�flea, tlrt w:rm txnperrd �I 1-nh 1. Doer xni 4 wNlr onelnrx ullr•r.- gxrMin . 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FF // ,\ a52 +';_"' �•-; I'Tl�l,� lS,\ „Sj- 10 a \ A 004 +�+ S 363 /+ 2 2j i + 265 + + 393 372 += 5 3 3 / + 012 11('t': 0901 OS - SITE ENGINEER: I I f CIVIL ENGINEERING ASSOCIATES. INC. 1 I 11c: eur4S6 SIE111URK y1 _4a1 Gorrnafr soot - AIJ. n9m corm I I ' VYr11 PJM I CR® SAV ' r A1TIg7fD SAV I OWNER: EIGHTY MIDAS DRIVE, LLC I - - I 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 I' I PROJECT: PROPOSED ;'. VERMONT FEDERAL ' CREDIT UNION I 80MIDAS ' � I DRIVE SOUTH BURLINGTON ,I I , VERMONT .1 W 6H D.I. 1`+ + 1 2 , �2,V7'y�� 73 150 181 270 3 97 , 65 I e0 In 6 1 lJ I II_< 1.4 1 22 1 02 0 113 2 07 J.73 f 26 t +/ + + + ♦ F / + 5=/ 4 74 a72�UeT 1.52 �tl4 ^ .0 428 26i + + + + + + +/� + + 43a`- 47 50 a51 07 0.71 1 4 21d 424 42n.,231 139 1 + 13 + + }; + + + 0.02 0.02 002 0.05 O10 0.24 -0.62 1.16 ' + + + + + + + + �� N� + + + 067 025 009 OOS 003 002 001 ,O.OY• MT 003 09T 020 O.Stl 1.19 � f 2l !!!'��L LJ ' 2 3 e +, 4 2 5.tl7 �•+' +r' t, 2 52 f i S7 1 17' 1 + +i `+ 1 + 1 •'•�. .63 6T Yfi2 + - ]tlS/'1] 'O Sf -� - -I P - / LOCATION MAP 01 0 5 016 0 O.3e 0i 137� 363 392 271 :t"� 9 101 05i 019 007 003 001 000 003 OU6-014 OJ9 0.69 4�3 �211f�F 1.f4 039 0.43 02a 1'�15W + + + \\+ + + + +\' + / + + + + + f- ♦ + + ' •} + + + + + IF, + 0 0 020 041 1 193 NI 2e0 373 2a1' 027 012 0.02 0.01 001 _p�.4r 02 0.64 010 023 042 1 -0 029 014 002 001 + + + + +\+ + + + + + + + + :+ + + + A 1 0 0 0 043 93 100 162 \306 13 6 1 0 03 0.07 001 0.01 001 Dal 000 001 001 002 003 0.09 003 Y, 1+ + + + +� + \+ + 10 + + + + + 007 1 1022 OJ6 0 9 �6P" 16 2`7 5 7 4 7 0 011 001 001 001 000 V }, - 10 09 ' 0 12 l 0 17 0 22 0 2 9 1 57 �+fJ! 4 1 0.35 0'02 RE`'CEIVEL�' ,i 1+ +�+ + 0.05 `707 0.09 0.1 023 a 0.23 002 '' r a51.00'T 14 + + + + ++� ++ + 2�,l �+05 02 \P.02 4 o OS 0 07 0 10 O21 a 33 0 47 JB 010 f ' d01 i 002 012 003 0.04 �OOa Old 013 QI4 003 �I ,o .So. Buriingtan \ - ( ) 0 1 1 "�' OOl 01 002 n43 oa' 004/003 / S1A k 52A F`, CALOULAnaN SUMMARY \ ' •.•'�/,, AREA NAAff 01 SI NS A YA% MW Arrf 1 230.31.205.MFL 1.1E 112 0.00 FOOT CANDLE PATTERN. FOR INDIVIDUAL LIGHTS �' - Fe"'M CmdIt Union (05122) LUMINAIIE SCHEDULE ;/ ,, _ :\ _" TIT DESORPTION LAM/ UIMEWS OTY AT PAVEMENT LEVEL 1 �' . / MA (1) 'al' ST-H17-HL (1) 14-70/H011 3So0 5 , / - SIA SPAU DING If' Hips 173W ' (1) -SI- CMHI7-IV (1) N-176/11011 lf00 4 * / - SPAULDING 1f High IOOW 52A (1) •S2• CM -HID -IV (1) H-I00/11a1T f200 2 t VATS I Co® IffrmON ILf/IVUI SAY Iffy® f110DN9. FA®IC. 00010/91 PROPOSED SITE LIGHTING PLAN OAT! DRAWRIG Numm SEPT., 2005 10' L 1 pool. NO. 05122 MEDALLION SITE LIGHT b ANCHOR BOLTS* NO SWARE TEMPLATE BY UGNT ALUMINIUM POLE POLE SUPPLIER DARK BRONZE FINISH BOLT OR CADWELD HAND HOLE ./COVER GROUND WIRE TO POLE PAVEMENT FINISH GRADE 3.7 SURFACE I-7 ' !/4' CONWIT FOR � SCH BO PVC FROM �6 BARE OOPPER POLE TO POLE GROUND WIRE Tr. T SEPARATE GROUND (4) 05 VERTICAL VARE 3/4' w 10' COPPER I GALVANIZED STEEL TO WELD GROUND ROD _I f 1j• 3 PVC CONDUIT CONNEC BOND TO CONDUIT, #3 TIES • 12. O.C. BASE k POLE POLE LIGHT DETAIL MEDALLION •Nrhrtn;wal rvr,tte de-un •lummum luwn9 ulfh nemlra1135' e.wl tnldn+u (..�m•w Inv, and rarer,n ru•r•tt. cNmN•1•urv4rw d. in IN•, Wr I1xnl�,+M•r ningos oM�wlntl wdVn urn..rnnk :nb to.....Beer `T flr.r, 6n x wnvw Lnp•rN4 7Nr km •ra f,euryi rMfvl•h mrDlw Ylrrm 4arM�nyy , .�D •ud daluminumrNlnr•x,lx Nrxt 1•IIanP DronO•Iryx �4w llr, 1V, o. 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W DO .49- 143� 143 143 209 269 33 350 285 _- Qjl! 004 �9y5 Ooa OOa 0 oo, \ i + + +\ + 1 ] 3 7 27 2x 00 ,__ -_ + + r 32. 405 4� 3' OS ROP ED ;/ u+t 10 +� + + i 0.11 0 13 ' 015 0.15 0 t I 1 + 0.10 \ \ . /0. 3 4.0f p OS ` 1 + 75 _, + .11� ] 52 4�3� 5.1 / + + i 7 eeyr3.L YY �- I � O i Y + 0.21 + 'y+��I + + +1 0 29 0 + Q.23 _ l + 1 i00 }.• 62j 4e6 J23 + 2]�l/ /4 # + ]41 410 42 + 54a 3 a SQJI�� g(JILD •]�� F.F ,7 75 E. r ,� 052 + . + + # ay �t'S'J��,I fS�\I15•i`YO '\�RRII + 0 \ A + + l\ 004 5 ]Ga 2.t2/ /+ a + + + + +� 265 3e3 37x 5 3T3 3 / + + + + `�y)46 11312 11j; ', 0901 05 2. 7j� 21 73 1 50 101 270 ] 97 63 , BO SFL 6 12f121 52. 1 +', + + + + + + + + 1 11 , 1.4 1 22 102 0 113207 A77 cam+ 9 + +', + 1 1J ++'+. x. 7 e 9 --2 Sir 1 17 1 + + +1�+I+� _ `.•• }• + + 57 J 4 .74 + + 0.7f0'a7 1.52 ya4' ^\.0 4.29 2a6 - 0.02 0.02 0.02 005 016' 024 '062 1 1is 1 2. 567 53 e7 �52 •,_ - '•+\ 4x 47 50 051 05 0.71 1 4 2 la 4 24 4 241\ 2\31 159 0 67 i 0\25 0 09 0 03 a 03 0 02 0�1 aAI` D'ff 0 03 O a7 0 20 0- 1 19 ].QS/ ',Il. 0 56 0 ] 0 5 0 6 0 Ox Oi5 137� J6] 392 2.71 250\\59 l01 056 OID 007 003 001 000 003 Oaf-01{ 079 069 1 j�11!'.�F 164 069 043 O.x�� + A + + \\ + + + +\' + / + + + + + _ + + + "-r + - + + + 0. 0 20 041 1 1 93 3No1 2 Bo 3.75 2 e, � 0 27 0 12 0 02 = 01 001 _Pyt -arff-0 02 0.04 010 023 042 1 ,0 029 014 002 0011 - SITE ENGINEER: I i CIVIL ENGINEERING ASSOCIATES. INC. ' N)•N15 .'•:J f.V lC�,:t)S :.Jr .re:, Nw.r w,i+ -+. I asr7.efa .Dr - .0 ■as .� PJM SAV 1 DRtp7m SAV I ! OWNER: I EIGHTY MIDAS DRIVE, LLC - 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 Ii PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VE M • , �GGG"'11 LOCATION MAP + + +� + + + + + + + + + + + , 1 1 0 0 0 0.43 93 1000 1.62 \3of 13 f 1 0. 03 0a, oat 001 001 OOI 000 001 dal 002 003 0.09 003 ;y,' + I oI + \r 7 o+ a+ + + + ++ o+zz o+3e o 9 a 2.9s 7 oo000 / RECEIVED 1009 "012 I017 022 0 157 �f,1! +4 1+ 0.35 0.02 J � �' - + + + 1 + / + + i i, 05 U.OS �0, 009 0.1 0.2� E 027 002 - OCT 1 4 2005 + + + + + + + + + 02 `0.02 d03 0 05 0 07 0 10 0 0 33 0.47 010 1+ ;+ + + ,/ + + jl + *1 �'1002 O�2 003 004 006 aid 013 Q14 0.03 0 1 '001 01 002 -UO3 001" 004., 03 + City of So. Burlington CALQ1LAlI0N AIMMMY NAY A YM NMI Arw 1 2W.3NYJ05.44Flt 11.16 1912 10.001 Federal Croft Union (05122) LLMINAIRE MULE TVP DESCRIPTION LAMP WME14S OTY WA (1) •BI• SF-HI7-HL (1) H-70MM 3500 1 5 IA SPAIlONO IN• NO 173W (1) -Sr cM-HI7-IV (1) H-175/NQL tt00 4 S2A SPAULDNG Is- � 100W (1) -Sr CM-HID (I) H-100/4011 /2/10 2 110/1VlLI ur ImOm mlawc. r4 . uclml i PROPOSED SITE LIGHTING PLAN an DILAfNO NOl® SEPT., 2005 10' L 1 r1Dm. NO. 05122 MEDALLION SITE UGHT ANCHOR BOLTS t NON -TAPERED SQUARE TEMPLATE BY LIGHT ALUMIMNIUPOLE b POLE SUPPUER DARN BRONZE FINISH m BOLT OR CADMELD HAND HOLE N/COVER GROUND VARE TO POLE PAVEMENT FINISH GRADE 3.7 SURFACE . 'k�Z{utis . rL: •.�l v • �: bl iV Z 3/4• CONDUIT FOR SCH a0 PVC FROM c /6 BARE COPPER POLE POLE TO POLE r/ GROUND MARE SEPARATE GROUND (4) /5 VERTICAL VARE 31e a 10' COPPER GALVANIZED STEEL TO MELD GROUND ROD fa- PVC CONDUIT CONNECTOR BOND TO CONDUIT. N3 TIES • 12. O.C. BASE k POLE POLE LIGHT DETAIL N.T.S. MEDALLION ., r J rx n Ymr- roa.or al n uoq .nmmwnn n„nn«I 1zs• n�tnl:krus, G;urow ln,n «nr.0 r mnw,wtt nlab umgY«dniaan •Olry rt.I,wnl•rrm door M1rnya,lo Mmllrvy nnrtsarrre. ;rhh lwn, rapNw hou�i fle«�,:I«, ar wnvw, tempewN+,I.H lem .enh to door en4 y .vph anxinvr nikrnry garY•nn . pr.�ly .nddl[wl alumhr rm r«Ilnl un Y,.r nml[on,.l Iynp, pravMv II Li, I•., or t lr�u.,+hyhl pa.rrv,m, and Inr venkN InmY prmntle 11NW 1e I. <[orYrfrvruielan M,n I`rinlnl A ppp.11,� pe 111�y Mre^Ir.jpe v5 r.[Ilntrun N.11 nwar • v l�'a„ dunrrllry mabr«rhnt .nd «rm M.,n rem r unt won r.:r.w,•�.raurrr,1,011u., •z,' ponel.wn Ht+er Uwi.r r.•tn.l, .vxhrW'rrJ MndM,MM1al pl, d C�� lamnarr ,md iwr Mrcr,a lomp grin x r x rhxll Mndrurr Wne }ur • V:n'v_w, H"r. W la,� ,;ar+in J'.rrd .,, [� r r..lp'i ror fipSr i�. S1A & S2A SOFFITIER • wan-n.�orm-d «Irn, r u,•+,.nn�p H r,� r-,.q�• ni,r ll.rsw .dn• cr.,m.•,,, .at q1«x, �.«. I nl. Yn�r3 rrw,. neinyy'hn<Jname ,ncu.rtl mth up, • us.w oree •. ,•.y NH.wnnµ r.Mi«r,1 o�m n n�^, e•'� �,n 1, rr I�u. mrrnl u� vr��.nl I..•u eaa. �»a•,arsr«n»,r•.I�,�w n.r.,r, .«y.,, rrr r� . •YnnvJ ..er4Y'rrvN•J wd! nd 'ilJa•alJm rvxn tx a<lw,f v �•,•» tl«•m,,..,rrw,w,l, Me��„ Worrriur �« rMa xr rxv� Fe'.wh-r«•w wrrh vsnngro.aed...,lH rvr.,«, ' �wx .er,e mr mrrlomdirmp q'V'4r"'u rhell rrrp nnn ar [:1•i\M" f»r15, 0.3 k SO k \1, S1A do S2A FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL I SITE ENGINEER: PROPOSED / •• . d1 •, ,. ' 1 ' J 1 ` SITE LIGHT oD1 001 001 0 �i 000 09D CIVIL ENGINEFRIMG ASSOCIATES, INC. \ + + 4� _ ^ ^'-"!r "V.t�oS ir. + _G, 0 }Q �6 0 1 O.7J � - + + + 0 57 0.28 + +I _ + + + 0.17 1 o a9 9.05 '`, 0 03 0.02 � ll, - I' + + + 1 +- +' , 0 0� �11' 0.01 0 1 0.00 O.OU `0 DOY181 57fftDUPNE, 17 06.1,2 !If)," ),if,: •�J f.V \ 01 000 0.02 O,a 005 0.19 � -•151 y' � `•�• •, yJO'02J 1 1 rnrr1DD,T ,9a, - AI+o9m Noolra I- I 1 �02�028 OIO Oe4 103 tl=0e= 40 �Pj7,O 1' �Oe-' 0133 001 00, 0.0 0.01 001 I, 1 011411N 00 001/ 00] 010 020 0 062 88 114 111 Oaa 0.59 `1y415 /1 I 3• �,J9', Pim I II 035 040 / Q5fi 093 1y�`b{ 7 303 �1 �!? i•1 dp ', 04 2� 022 OIG + + + 1 + + + 02 005 \00, 1022 OJa 0.00 + 109 +i'+ a \ " ;+��+ �+ j +. + # 210 22� yT1Q 09] Oe0 OSS OS] + Ww�`w� + / 2] ,IS1A S 51,+ + l , 9J y+,1'Se 079 I + + * +'' , Sa 1049 0. 101\ I' I' � ,. +' ir, + 1 I 0 IOa b� II I SAV 1 �1024 + + + 1 + + ,r71 0 ,I I _ x - +'i �a + I I Amwm SAV 0 3 007 -'013 0 5 Oal II 1 I J 1 2 / 64 93 lu 2 0+2( (1 0.81 I51 \276 {72 4]4 x 9 1130 a5 I \ t + 0 { 061 `0,69 I121 ,✓17\ r2 a 26, 1/,3,\,'lY 039 ( \ + + + f + + 0 006 05 I034 O51 / 12 45 - 47 I I + + + 4 + 650 SD5 38 �92 0 9 107 .74'1 + 077 \ + tt 117 2.Q5 + + + 339 {10 Je3 1 I + 4 +/ N + + 2 136 0 LO.; er oe� 1 I S _ + "` COI., 531 4iiq (t1p 5y`\' OWNER: , + + + + 00♦ OOe fl�l! IO Ja (059I Ol 52 4e0 45=J20 ee 0 8 Ia7T�'-0 O�TO 1- 99 , el .+ 2 ]s 2 De 2 OB 1 z, o e4 0 ]9' + +, ' JJ�' \ + I i' 1 I EIGHTY MIDAS + + I�+ 1+ - # 0.04I 0.06 Oilh �p.J2 q5�0 3 1.42 60 + # + + 37 3.J1 Yis% Ie5 0.96 '0,721065 + IQ69 + + Oea I31 \ r \ + +; 177 \,\6 2.0� / # + r 2.OJ 1.31 091 e`l� , a9 2 3 9e I +) #� + O.N. g92 113 314 a a (',S.e9 421 .2q .00 391 ,11 , # 1; "+ + '` + 4.41 •`453 332 97 60� ', DRIVE, LLC i' l I1.8�\ 1.7e + + +, + 0.05 ; 0 08 0 f� 25 �0 + 1 17 . 1 94 + + /+ + + + + 21 215 /P Ol, 1 50 O!! 9 77 �,74 �+ 78 + + 0.91 1 2D + +\ 2 33 2 a4\\ 2 0 + + + 2 75 212 Ile +/ _� + \ + 1 0e Qwa TD2 11 4 �'It 4 \` + «.y + / , 313 ].IQ 2 Ot, I a! ;' ,] - 39 11 r 11 ' I 80 MIDAS DRIVE SOUTH BURLINGTON 0 06 0 10 0 5•' 27 0+4 0 fi4 1 01 1 73 2. 7 2 49 / 2 75 •• 1 94 I 1 26 1 10 0 a, \ ! / 0 9\ 1 I6 1 48 2 31 2 32 1 99 1 91 0y+ . 'Q1fe / 11^ 1 041 aD 2 1 1 D ,R I , \ I I 2 14 ,�1 F•1p ''> 47, 1 . „ 1 , 0 7 11 VERMONT 05403 14 21<.\ 119 248 24 3� 281 2.24 �125 {01 078 OeJ 083 079 Oe2 070 -0T4 OSa 043 0.49 053 0.�2 073 �.OS 84 .75\2.83/ / n 0ta 0 2 \IVII 053 0.,0 104 1.1a�=.77 146 10t Oe7 OS{ q81 040 OJS 0.38 OJ4 02a !2 041 0{e 04e 0 S 1 04a f4 OvaI23 234' \ ` * _ _ 254 21,2 243 0 PROTECT: j 1 \_ - f ;2.01 y\ II II PROPOSED 0. 0 .31 0 {3 0 fit 0.51 0 55 0.57 0 4J 0 30 i0.32 0'30 0.25 0.21.. 0.2- 0.27 0 37 0 4a 0.55 0 54.) 0 4 0 45- 0 8 ;0.1':••1 • S 92 0 Bfi �.]fi a,52 0. 1 -# / ' VERMONT .1 + # + 0.1# 01 Ola 023 02f + OJ9 + 047 # + + + + + .2 052 4S OJa _0J, p28 023 0.22 +, 0,2p + + 172 + p32 p p1, # +15 # ,41 ,5 pa + i\ + # p4, p p7�j. J4 p22 + + \ 27 pJJ 024p,a, 2 0.1 FEDERAL II 0 19 30 I 0 35 O J9 0 44 OAT` 0 62 0 52 0 40 0 35 0 ]4 O Jl 2e 0 }2 t-j p 40 1.0 2 09 7a .23 1 18 \OI17 0 7 0 17 0 17 0 15 d T3 �I �/ CREDIT UNION + +4 -� 1 03S 4! I OSe Oa0 + Oat + 0,6 \ + + + +/� + 097 0!0 Oel 0.53 Q>3 04 19 Qp & + 134 1 +� + + 1a O10 \ A .1 + + + + OOD O01 pA7 00� '0 0,T / / / '1"II ' 80M/DAS /+ 1 + + o s1 0 7e I0 e5 0 + o ee aD + ��_ 127 , m 2 3 oa 0 0 + p pz \ + �, , , + + " +t -% + + DRIVE 0 05'` , 0.04 a'a , o a5 0 oa, ' b �e 09 SOUTH BURLINGTON + + + I + + + VERMONT 90 49- 1�3� , 43 143 209 2e9 4 JJ 350 �zes + � p.�{ + ri + + + 004 `9'b5 "; 006 009 0� 009 \ I 'J J}l7 2] 200 J`8` 405 4 5� OpoSED pfi •, ;� 0,70 011 pl] 1013 O1S O1{ 010 II r (0. J fi 4.09 O! 35 3.52 4/3 5 1 6.7 8 r-S,6 /• /1 E �! 0.21 0 29 0 j49'Si•-; r�,4.2e,.;. 0.23 - 1,+ + I(004.a6 J25 + /-f+ +, I + 23�5/ 3.41 410 424I �1 S e�50� RU��DIN V ��G.75 V •052 # = +,111+ +; + + e}•�IST 195� 113J '10 0 � } itl' \ A + / + //# + + + +/ # F.F.E. \ 6' D.I. 004 5 36a 212J 9 265 383 372 5 513 3 8 1312 ,q7, DID 05 +' 1 +/� ' 2.47. 7y1 21 73 + I50 + + 4 I i 1111 270 397 e3 180 5!•1 6 ' ;\ + ' ( I + +, �rµ21 }52 \ Leal n/ y 2 •' �r I l 1. 1 22 / , Ox 0 113 2 07/J.77 1.2 e+9 2571 1 17 1+ I,' I 1 - , •, \ `7 4 .74 0-72�0:e7- I52 yR4' ^ 0 4.2 ee 002 0.02 002 005 0.10 024 'O6z 1.18 ' 2 5.a7 63 el az 43a 4] 50 O57 OS 0]7 1 4 2lE 424 {24 231 159 087: 02S M09 005 003 002 001 ,ODS- POr OOJ Ol]] 020 aSe 1.19 4 0 0 5 111. + 0 + 038 + r + + + r OG 1J,X 36J 192 2.]7 250�\9 +; ` 101 1 0.56 019 - + 00] 003 001 + + 000 + + + 003 OU9 014== 0.69 }� + S2'`+ ` + - +.((_ r �n� 1e4 089 LOCATION MAP + + + \\+ + + + +�� + + + + + + �'� + + 043 020 ,7 + + + + + + 1"=7500' 0 0� 1 - + 1 020 + 041 + 1 9 193 3b1 2DO 375 251 i + + \ + + 0.27 012 002 O. I + + + 001 Jlyy-?C�002 0.64 0l0 023 042 �- + + + + /+ + + + ,t\ 1 0 029 014 002 001 , t DAT, CRC® QT01ON 0 0 0 0 0 47 93 1 00 1 62 \3 06 13 6 1 0 0 3 007 001 001 001 001 000 001 0 1 002 003 009 O G3 I r , ADDm 1DDI110N�L 10Rf[ Mom ,p[oTm NA4 CAC[ 1007 • 1 I 022 O36 \ ; ID/le/M YY zXRw 111MOJ1a/G. FAIOCI1G. UGH!nNG 0 9 -�e9' 18 2`Y 5 7 4 7 0. 011 001 001 001 000 0W ro12 IOI7 022 02 IA%T 9 157 �JLIu 4 1 0JS 002 V ', 1 # + OS O OS r I' 07 r 0 09 + + , +�r. + + 0.l �0 2J B + 023 .0 0.02 , � RECEIVED . + ; + 02 0.02 + LIOJ + 005 + 007 0+10 0'21 O.+D3 / 047 ,+ + + ,' + + j + O�� 2005- J1+ yrl ,0.02 ' 0�2 003 004 �OO6 o16 013 ?14 003 ' -�•� , PROPOSED p{I 001 1` 01 0� 'b OJ pp, ' pp4, pJ - I' City of So. Burlington SITE LIGHTING I, .0V. PLAN ,' CALLLIAnON 91NMAItY i' ' AREA NAM pME3NeS�N2N05.1.1, 8N NN5FAVE YA An1 230.0 i f FedwW CmdN Union (05122) LUNMAN E SCHEDULE TYP DESCRIPTION LAMP LUMENS QTY e1A (1) •B1• sT-H77-NL (I) H-7o/H01t ]S00 s SIA SPAILD'NO I`HALT 175W (1) •Sl- CM -HI -IV (1) H-173/Hd! e800 4 �' SPAULDNG le' High t00W (1) •S2• CM-H.V (I) H-loo/HoN a200 2 9ATN Da.RING 14101111111111111 SEPT., 2005 1D=10` L1 =. N0, OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Was Drive Solt Burlington, VT APPLICAN7:- Eighty Maas Drive, LLC. 80 Midas Drive South Burlington, VT ZONING DISTRICT. COMMERCIAL 1 - RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS: Regui ed Ex�tirl Proposed Lot Size 40,000S.f. 23,739s.f. 23,739s.f. Bag. Coverage 40% f0.e% 14.3% Lot Coverage 70% 21.4 % 54.6 % FrortYdCoverage 30% 11.4% 90.0% (Maas Drive) Front Yd Coverage 30% 57.0s/ 30.0 % (S.B. Easement) I 1 i I 1 1 I I Existing Building Brassard Automotilre I Services, Inc. I f I \ EV, SMH RIM= 315 13 \\ CL I111-309, 09 -- f. 0135TRUCTED \ I 1•rorr7enD uUaa' aLI.0 1 1 I r Side Yard to, 15, 19.6' 1 I A, City Of South BUlhngtOn REMOVE EX 5GN , 1 , pSHAUBS Rear Yard �' nla nla 1 b .� 1 ABANDON 1 i PROPOSED PROPOSEDS1TELGhT vBIKEPACK� �l,� I I SEE SHEETO ,i \ 1� 1 \ 34WCUTIX PAVEMENT V ` 1 AT PROP_ E--RTYTYLINE...wa, �i IMI GM'1 1 al 1 \I City of South Burfington I IV r f jl I I \ I1 1 �f� 1 I( .;, > �' all 1 \'�.,\ 1 f`;E� �•ol r.PVPOSFJ % opiliI 1 i 1S�+x��_ NEW GAS LOVE (VERFY 'WLVia" 1 STOA4OE'" PROPOSED DUMPSTER & ip RECYCLING ENCLOSUREWI �\ 6' HIGH STOCKADE FENCE L FOR SCREENING PURPOSES � I �I PROPOSED I SKIN �,II MATCH EX SIDEWALK /-MATCH EX CURB AND PAVEMENT A I �A313.6 EWSTABAURBNDONE. WATERBOX LINE TOAND CBED r I �t REMOVED ' \ I,/-SIDEWALKTO F�,G 11 EMEND ACRO.gS t PAVED OPoVE (!W. 'ifI ION. O 1 INV "N 10 1" INV 6"N.307.J3 p' 'INV 11'E.J06.08 L� !'I INV IH"Sw•308.90 1 RAISE RAN TO FIN! O!V J I fl\i; & INSTALL SOLD C R 1 '-! / � \h 91aa III II Iji V DEPRESSED II CURB AT ENTR4NCF`\\\ ! - LEv, CB 1 RIM=3I191 \1 INV 18'N.30f1.i4 INV I8"S-30e.07 ,j, RAISE RAN TO r -I FINISN 'i ij �'DO NOT ENTER" SIGNS Y19124 I ' REMOVE EXIST 'I SIDEWALK ` ` ' / eplkem2�Alfyle T1y Elwulon3lSrT A.B. Pomerleau / GRAPHIC SCALE Is City of South Burlington I I I astern ) 1 � I 1 inch - Yo A. 1 1 � - 1 / I I I I � I I SITE ENGINEER: NOTES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All disueponcies shall be reported to the Engineer. �l The Contractor shall contact Dig Safe (068-344-7233) prior to any construction. - 2. All existing utilities not incorporated to the final design shall be removed or abandoned as indicated on the plans or directed by the Engineer. CIY0. ENGINEERING AESCICIill INC. 3. The Contractor shall maintain os-built plans (with ties) for all underground utilities. Those "'.-+ %r'i1.d 4i-+:1tiati. plpns shall be submitted to the Owner at the completion of the project, ep2NRo o IM ea2ed42211 woo: www.r»a w.u, 4. The Contractor shall repoir/restore all disturbed areas (on a off the site) as a direct or co—, QY BW _Inc." 116—rail Indirect result of the construction. All disturbed areas resulting from the Installation of the water or sewer lines (on or off the site) shall be restored within 45 days of disturbance. Dn xx 5. All grossed areas shall be maintained until full vegetation is established. MJW 6. Maintain all trees outside of construction lmils. 1111ICEB➢ SAV 7, The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities.APPsovso B. If the building is to be spr nklered backflow prevention shall be provided in accordance SAV w,lh Ord' Fo Th C t l Of C a C n t W'th Th W 1 to Of The n Illy OI South Rurl(nnlpn. The Site Contractor shall construct the water Ilne to two feet OWNER: above the finished floor. See mechanical plans for riser deloil, 9. The Contractor shall submit shop drawings for oll items and materials incorporated Into the site work. Work shall not begin on any Item until shop drawing approval Is granted. EIGHTY MIDAS 10. In addition the requirements set these plans and specifications, the Contractor shall complete thehe work in accordance with all permit conditions and City of So. Burlington Public Works Standards . DRIVE, LLC 11. The tolerance for finish grades far all pavement, walkways and lawn areas shall be 0.1 feet. 80 MIDAS DRIVE 12, Any dewatering necessary for the completion of the sitework shall be considered as part of SOUTH BURLING TON the contract and shall be the Contractor's responsibility. VERMONT 13. The Contractor shall coordinate all work within Town Road R.O.W.with South Burlington Public Works Department 05403 14. The C nlractor shall install the gas, electrical and telephone services n occordpnce with the utility campaniles requirements. A.B. Pomerleau 15, Existingovement and tree slumps to be removed shall be dill a Posed of at an approved off - a PROJECT: site tion All cuts shall be made with a pavement saw. 16, If there are any conflicts or inconsistencies with the plans or specifications the Contractor PROPOSED shall contact the Engineer for Verification before work continues on the Item in question. VERMONT FEDERAL %; , , %! ;ice%ii %• < CREDIT UNION V. CS MV RIM=31 W- 8a6TAPPWG SLEEVE & VALVE PHASE LEGEND PHASE I PHASE ll PHASE 111 RECEIVED 0 C T 14 2005 City of So. Burlington LEGEND 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP EXISTING CONTOUR W. 'NLaxeo RiViBIGN PROPOSED CONTOUR s/xe/os env ItSvATp AS I M STAR cial 6 ]S PROPERTY LINE o/t3/ss my RRVIBLV BUILDING. PARKING SS GRAVITY SEWER MAIN IN WATER MAIN UE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE ST STORM DRAINAGE LINE ® SEWER MANHOLE PROPOSED ® STORM MANHOLE OCO CLEANOUT SITE 1;C HYDRANT PLAN 0 SHUT-OFF ® CATCH BASIN D-o LIGHT POLE SIGN own DILL— N-HIN SEPT., 2005 ' EDGE OF WOODS/BRUSH �'---- DRAINAGE SWALE Sa 1„l. a 20, C 1 PRaJ. Na. 05122 ---------------------- \ w i emannfƒ ainphere + :architecture engineering planning � ► musicians avail. roving, cant taKe witn e a,nd get it and it is 102-865-8065. MATTRESS and box good condition. 802-324- miture D COUCH: Plus a practi- and new Simmons Queen s/box spring. Will take 'er on both! Call 802-355- r more info. ! TABLE: Brass base/glass nor scratches. Got new )om set and this piece match. $50/OBO. 716- 'TER DESK: From Ikea. ' and 2 slide outs. Sturdy ietat frame and beech Adjustable height. Asking iginally paid $295. 802- 38. : Light blue/white/peach s, no tears, good condi- oving, must sell. $50. 1-5692. !D: Excellent condition. •ame, comes with 2 twin ses, incL. putt -out bed. soon, must sell! $150. -5692. Finished wood, 3 draw - tom filing cabinet. 0. 802-355-8136. E KING KoiL mattress set e, $95. Queen maple ard, $115. Double head- $50. Lamp/night table, ack floor lamp, $50. table, $30. Futon, single, )2-253-9575. TAINMENT CENTER: arge, lots of side & bot- rrage. Fits 27-inch TV. 0. 802-355-8136. 'HAIR FRAME for antique, fled chair. Great uphol- -oject, sturdy frame. 482- quarkvt@yahoo.com. 3N TABLE, futon, desks, uch, recliner, coffee !tc. TV. 802-864-3757. ROOM FURNITURE/car- itching mission -style 72" recliner, end table (water coffee table, 9x12 oat- Aor Berber carpet. $1750, ibLe. 802-863-7177. rOP DESK: Good condi- ine, antique style, four roughly 3x4. We love it A more space. Asking ease email laurendroy@ :om. ER SOFA w/queen-size is mattress. Light blue, ,od condition but needs eaning. Perfect for col- rm, camp or rec. room. 102-985-9162. BED (mattress and box ), frame, mattress pad. ept on less than 2 weeks. $150/OBO. 802-355-5294. .STERY FABRIC: 15 yards, ies wide. Mauve/rose tiful, elegant pattern. 12-985-9162. R FURNITURE: One 50" ttee. One 22x26" table. air. Cushions incl. ALL in od condition. Original 400. Selling all 3 pieces, 'his is top quality wicker. 3-3599. 0191211 DL LI.Kl "Ju "Mir. LAl found: Hinesburg, Mechanicsvi Rd. Yellow eyes, short hair, ve people and dog friendly, comes when called. Is it yours? Call 802-999-6574. ► music for sale APPROX. 100 vinyl LP albums. 60s and 70s, rock, folk, country, classical and just odd. Partial Listing avail. Best offer. 802 388-3320 or datep@pshift.com. BALDWIN Spinet piano $950/ OBO. Montpelier, 802-223-1744. BANJO FOR SALE: 5-string Goodtime Deering Special in mint condition is getting little use. Please buy and play! Hardly been used. Asking $350. Call Mary, 802-485-7379. CLASSICAL RECORDS: Over 2000 LPs, good to mint condition. $1 each. Quality discounts. 11 Maple St., Essex Jct. Monday through Saturday, 9 a.m. - 5 p.m. EDEN WORLD TOUR 600 bass amplifier. State-of-the-art 600 watts, never used, in box. Sells for $1400. Bargain at $900. 802- 877-3893. FENDER REVERB REISSUE, 1963: Like new, never used. $350. 802-877-3893. GUITAR AND HIGH HAT: $50 each, $75 for both. 802- 233-5522. GUITARS FOR SALE: DCE5 acoustic/elec. Guild w/Fishman Blender, $800. Fender Telecaster, $300. Ovation acoustic, $200. ALL incl. cases. Call Bob, 802- 877-2084, after 5 p.m. HAMMOND B3 organ w/Leslie 122. Mint. $4900. 802-233-5522. PEAVEY MODEL 112 HS powered floor monitor. 300 watts, looks and sounds great as monitor or powered speaker. $250. 802-482- 3521, ask for Joe or joec@gm avt.net. PIANO RARE MELODIGRAND UPRIGHT: 5.5 ft wide, 58" high. Great sound. Front panel refin- ished w/exceptional burled wood. Needs tuning. Well main- tained for many years. $1500, Must pick up. Stowe. 253-9026. VIBRAPHONE: Yamaha model #2600, excellent condition, motor never used. $1200. 802- 496-5315. ► music instruct. BASS GUITAR LESSON w/Aram Bedrosian. All levels welcome! Years of teaching experience. Gordon Stone band, Concentric, former Advance Guitar Summit winner. Convenient Pine St. Loca- tion. 802-598-8861, www.arambedrosian.com. DIDGERIDOO LESSONS from Pitz Quattrone. 12 years pro experience. East Montpelier Loca- tion. 802-229-4952 or pitz- didg@sover.net. GUITAR: Berklee graduate with classical background offers Les- sons in guitar, theory and ear training. Individualized, step-by- step approach. I enjoy teaching all ages/styles/Levels. Call Rick Belford, 864-7195, GUITAR INSTRUCTION: All styles/levels. Emphasis on devel- oping strong technique, thor- ough musicianship, personal EXPERIENCED GUITARIST W/VOCALS avail. Most styles; rock, country and blues. Brandon, VT. Email dbonanzam@pshift.com or 802-747-4606. ► musicians wanted ESTABLISHED WEDDING/ EVENT band is seeking a sax player w/strong vocal ability to add to its current lineup. Please call Brad for more info. 802-899-2142. GUITARIST WANTED to accom- pany vocalist singing traditional Italian folk songs. Needed for practice and possible perform- ances. Please call 802-644-8346, ask for Michel or Jenn. LOCAL CLASSIC ROCK BAND looking for a rhythm guitarist w/vocal ability. Gigs booked through New Year's Eve. Rob, 802-524-1861. NEW ROCK BAND NEEDS BASSIST: Write, record, perform original music. Think U2, Coldplay, blaze new sounds! www.be4now.com for details. Prefer woman 20-30, guys wel- come. 802-373-2355. SINGER/SONGWRITER seeks 1 other singer/songwriter to col- laborate with. Will hopefully Lead to a full band. I have over 30 songs recorded. Contact me for free CD. Eric, 802-864-7480. SUBSTITUTE ORGANIST WANT- ED: Occasional Sunday mornings or Wednesday evenings. First Church of Christ Scientists, 420 South Union St., Burlington. For details, please call 660-8350. ► pets ADULT FEMALE TABBY seeks new home w/adults only. Ideal companion for older adult. Needs more love and attention than we can give her. 802-658-1077. AKC BASSET HOUND PUPPIES: 2 males, $550 and 1 female, $650. Wonderful family pets. Ready for new homes, 9/15. Contact Cathy, 802-276-3190. FREE TO GOOD HOME: Lovable/very affectionate spayed Tabby. Ideal for single pet household and anyone needing a companion. Needs more atten- tion than we can provide. 802- 985-9274. HORSE: Nice, shy, big gray Gelding; easy keeper, goes good, great trail horse. Needs experi- enced rider "w/loving touch. $1700. Call 802-734-1251. THREE ADORABLE BUNNIES: Do not -need to be together. Have cages and loving personali- ties. $20 per rabbit to good homes. 802-324-3135. ► photography ASPIRING FEMALE MODELS WANTED to work w/fashion photographer in exchange for portfolio, experience. Contact David, 373-1912, email rusldp @juno.com or visit www. rusWp.com. Great opportunity for beginners. ► stuff V ed 33-YEAR-OLD WOMAN seeks change of life through ping pong. Give me your dusty table, and share my (probable) Olympic glory. 802-453-5143. ► tutoring QUALIFIED ENGLISH TEACHER FOR bright 8th-grader w/empha- sis on writing. 3 hours per week. Candidate must be positive, enthusiastic, demanding and capable. 802-861-6240. ► volunteers CALL FOR VOLUNTEERS: The Legend of Don Dicisco, an art/music/ecology/energy/food festival is seeking volunteers to help with all aspects of the event. The Legend is a fundraiser for two local environmental efforts and will take place September 17 at the Green Mountain Audubon Center in Huntington. Volunteers will receive free admission. Please contact Legend director Michael Goodwin at michael@legend 2005.org or 802-234-9415. For a full description of the event visit www.tegend2005.org. INTERESTED IN VOLUNTEER- ING for the first -ever Burlington Literary Festival? If you are available September 23-25, please attend our volunteer meeting on the ard-floor of the Firehouse Center for the Visual Arts, September 6, 6:30 p.m. Info, contact Casey Boyer, Burlington City Arts Volunteer Coordinator, 865-9163. TRULY MAKE A DIFFERENCE for a child, volunteer! Help par- ents and children learn the skills they need to strengthen them- selves and their families. Call 1- 800-Children or contact Desireah Bennett, 802-796-3119. ► want to buy ANTIQUES: Furniture, postcards, pottery, cameras, toys, medical tools, tab glass, photographs, slide rules, license plates and silver. Anything unusual or unique. Cash paid. Call Dave at 802-859-8966. legals PUBLIC HEARING SOUTH BURLINGTON DEVEL- OPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing at the South Burlington City Hall Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, October 4, 2005, at 7:30 P.M. to consider the following: 1. Application #CU-05-14 of Rice Memorial High School for condi- tional use approval under Section 14.10, Conditional Use Review, of the South Burlington Land Development Regulations. Request is for permission to con- struct two (2) 336 sq. ft. detached accessory structures on property development with an educational facility, 99 Proctor Avenue. 2. Preliminary plat application #SD-05-79 of Eighty Midas Drive, LLC for a planned unit develop- ment consisting of: 1) razing a 2526 sq. ft. general office build- ing, and 2) constructing a 3- story 9122 sq. ft. general office building including a drive-in bank, 80 Midas Drive. Copies of the application are available for public inspection at the South Burlington City Hall. John Dinklage, Chairman South Burlington Development Review Board September 14, 2005 Transportation Public Hearing: The Chittenden County Transportation Authority (CCTA) is holding a public hearing to discuss the proposed fare struc- ture for CCTAs new St. Albans LINK Express service. Thursday, September 29th, at 5:00 PM to be held at the CCTA administra- tive offices Location at 15 Industrial Parkway in Burlington. The public is welcome to attend to offer comments regarding this issue. ► support groups DON'T SEE A SUPPORT group here that meets your needs? Call Vermont 211, a program of United Ways of Vermont. Within Vermont, 866-652-4636 (toLL- free) or from outside of Vermont, 802-652-4636. Monday -Friday, 8:30 a.m. - 4:30 p.m. NW VT GAY AND LESBIAN Foster and Adoptive Parent Support Group: 6-8 p.m. The third Thursday of each month, starting October 20 through May, 2006. Casey Family Services, 46 Main St., Winooski. AUTISM, Free support group for parents and caregivers of chil- dren with ASO. Montpelier, 2nd Sunday of the month, 3-5 p.m. at the Family Center. Call Jessica, 249-7961 for child care inquires. More info, www.aaware. org..Welcome meeting Sept. 18, 3-5 p.m. BIPOLAR SUPPORT GROUP open to new members. Meets downtown. Our goal is to become healthy and happy. For info, call Gerhard at 951-2543. SUPPORT GROUP FOR MOTH- ERS OF CHILDREN WHO HAVED SURVIVED CHILD SEX- UAL ABUSE: The Women's Rape Crisis Center in conjunction with Family Connection Center offers a free, confidential, ten -week support group, beginning at the end of September. Info, 802- 864-0555. ( CITY OF SOUTH BURLINGT(%,,4 DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 14, 2005 Brassard Automotive Services, Inc. Attn: Mr. William Black 141 Pearl Street, # 147 Essex Junction, VT 05452 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the schedule public hearing. Sincerely, Y)&q Cl V l Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTL' DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 14, 2005 Antonio Pomerleau c/o Chittenden Insurance Group PO BOX 6 Burlington, VT 05401 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6, stop by during regular office hours, or attend the schedule public hearing. Sincerely, f:'T� Betsy McDonough Planning & Zoning Assistant Encl. 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4io6 September 14, 2005 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a copy of a public notice published in Seven Days. It includes an application for development on your property. This is being sent to you and the abutting property owners to make aware that a public hearing is being held regarding the proposed development. Please call our office at 846-41o6 if you have any questions. Sincerely, W� Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 27, 2005 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 Re: 8o Midas Drive Dear Mr. Johnson: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, October 4, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, � 1 Rc b Betsy McDonough Planning & Zoning Assitant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: September 23, 2005 \drb\sub\eightymidasdrive\preliminary. doc Plans received: September 12, 2005 EIGHTY MIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT PRELIMINARY PLAT APPLICATION #SD-05-79 Agenda # 11 Meeting date: October 4, 2005 Owners Applicant/Contact Eighty Midas Drive LL.0 Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080_C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne. VT 05482 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary. doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking preliminary plat approval for a planned unit development consisting of: 1) razing a 2526 sq. ft. general office building, and 2) construct a 3-story 9122 sq. ft. general office building including a drive-in bank, 80 Midas Drive. The applicant appeared before the Development Review Board for sketch plan hearing on August 2, 2005 (minutes attached). The City placed this property in violation of the zoning regulations on April 28, 2005 for having cleared all the trees and vegetation at the rear of the building without approval from the Development Review Board and without a zoning permit. This violation continues. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 23, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C1 Zoning District + Min. Lot Size Required Proposed 40,000 S.F. 23,739 S.F 15.5% Max. Building Coverage 40% �l Max. Overall Coverage Max. Front Yard Coverage Midas Drive Max. Front Yard Coverage (City of South Burlington Easement 70% 67.3% 30% 30% 30% 29.4% �l Min. Front Setback Midas Drive 30 ft. 30 ft. �I Min. Front Setback (City of South Burlington Easement 30 ft. >30 ft. �l Min. Side Setback 10 ft. >10 ft. ♦ Max. Building Height 35 ft. 44 ft. �l zoning compliance 41 pre-existing noncompliance ♦ waiver required PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B) (1), municipal water service must be extended to serve the proposed development. The South Burlington Water Department has reviewed the sketch plan and provided comments in a letter dated September 29, 2005 (attached). 1. The applicant shall comply with the conditions of the South Burlington Water Department. 2. The applicant shall obtain final water allocation approval from the South Burlington Water Department prior to final plat approval. 3. The applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hinds, prior to final plat approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 4. The applicant shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have two different curb cuts. The only ingress point is proposed via a two-way, 24 ft. curb -cut off of Midas Drive for ingress and egress into the main parking lot. It is proposed to go around the building and exit through a second curb cut onto Midas Drive. This exit is 12 ft in width and is egress only. Staff finds that the width of the access drives appear to be appropriate but should still be reviewed by the Fire Chief. As discussed at sketch plan review, the circulation plan is potentially problematic. The applicant is proposing three (3) drive -through lanes of banking. The space for a pass - through lane for customers needing to exit the parking lot appears narrow. Staff has discussed this issue with the project engineer. As part of the requirements for drive-thru facilities in the Commercial 1 District, the aisle widths have been evaluated by an external traffic engineer (comments attached). Staff finds that the aisle widths are sufficient for general pass -through traffic. However, the aisle widths shall still be evaluated by the South Burlington Fire Department to analyze emergency vehicle circulation. Furthermore, according to the ITE Trip Generation Manual, the proposed project will generate 148.37 vte's during the p.m. peak hour. This is an increase of 104.62 vehicle trip ends per hour over the existing traffic generation of 41.87 vte's. This is a substantial increase in the traffic generation for the area and should be considered by the DRB. 5. An external traffic engineer shall review and comment on the aisle widths for the drive -through CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc banking lanes as well as the pass through lane prior to approval of the preliminary plat application. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. The proposed development is in keeping with the goals for development within the Commercial 1 (C1) Zoning District, as set forth in Section 5.01 of the SBLDR. (f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The subject property is relatively small and cannot provide significant open space. The non -paved portions of the property are located in an acceptable manner. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 6. The South Burlington Fire Chief should review and comment on the plans prior to final approval. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans reflect that the sidewalk along Midas Drive shall continue to the southern access. This is appropriate. (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 7. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground. The applicant has submitted a site lighting plan and lighting cut sheets. The proposed lighting is not in compliance with the requirements of Section A.10 of the Performance Standards pertaining to indirect glare. This section limits illumination beyond the property line to not exceed a maximum 0.3 footcandles. The plan shows that in some places CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc lighting beyond the property line will be has high as 2.5 footcandles. The applicant should assure that the proposed canopy lights are installed so as to be recessed. The location of lighting is acceptable. 8. The proposed canopy lights must be installed so as to be recessed. The City Engineer reviewed the plans and provided comments in a memorandum dated September 29, 2005 (attached). The City Engineer shall also review subsequent plats. 9. The plans should be revised to comply with the requests of the City Engineer, prior to submittal of the next application. 6) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). In general, staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. Per Section 5.01 of the SBLDR, all applications for a drive -through facilitv shall be subiect to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable; The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant has submitted comments from a traffic consultant. Stacking lane length appears to be adequate. As previously noted, the aisle width of the proposed drive - through lanes still needs to be addressed by the South Burlington Fire Chief. Again, the proposal shall be evaluated for conditional use review: a. the capacity of municipal or educational facilities Staff does not feel that this project will adversely impact this criterion b. the planned character of the neighborhood Staff does not feel that this project will adversely impact this criterion c. traffic on roadways and highways in the vicinity As previously noted, this proposal is projected to generate a significant increase in the vte's of the lot. The Development Review Board should carefully consider this impact in their evaluation of the application. d. bylaws in effect CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc This proposal violates several of the bylaws in effect, including the lighting, landscaping, and parking specifications. e. utilization of renewable energy resources Staff does not feel that this project will adversely impact this criterion Section 14.06 of the South Burlington Land Development Regulations establishes the following general review standards for all site plan applications: SITE PLAN REVIEW STANDARDS (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. According to Table 13-1 of the SBLDR, a drive -through bank requires 5.8 parking spaces for every 1,000 SF of gross floor area (GFA) while the general office space requires 3.5 spaces per 1,000 SF GFA. Thus, the proposal will require a total of 39 parking spaces. The applicant is proposing twenty-eight (28) onsite parking spaces. This is a shortfall of 11 spaces, or 28.2%. This is outside of the maximum waiver of 25% that the Development Review Board could grant. The site plan should be revised to be in compliance. Staff would support a parking waiver below 25%. 10. The site plan should be revised so as to be in compliance with the parking regulations by either depicting at least 30 spaces for a parking waiver request for 9 spaces, or 23%, or by reducing the footprint of the building so as to ensure that 28 spaces would be sufficient. This shall be done before preliminary approval can be granted. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The site plan depicts a bicycle rack in an appropriate location. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking spaces are located to the sides and rear of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. The proposed bank building appears to be of similar scale to existing buildings within the C1 District in this vicinity. However, the height of the proposed building is greater than the allowable 35 ft height limit for flat -roofed buildings. With the rooftop apparatus included, the height of the building will be 43.75 ft. The applicant is requesting a height waiver of 9 feet. Staff supports this waiver. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that any new utility lines shall be underground. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eiqhty midas\preliminary.doc (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted an elevation showing the proposed front of the building. Staff finds that this plan meets this criterion. (f7 Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. The architectural details submitted are acceptable with respect to this criterion. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The site plan adequately exhibits the property owned to the north and west by the City of South Burlington. Staff does not feel that any further easements are necessary. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans depict the location of a proposed dumpster. The site plan reflects that it will be enclosed with a 6' high stockade fence. Landscaping The applicant has submitted a landscaping plan. This plan has been reviewed by the City Arborist and found to be acceptable. The City Arborist has requested no changes. The applicant has submitted a planned landscaping allotment of $24,050. This amount reflects $1800 worth of plantings to be planted off -site (within Midas Drive right-of-way). This reduces the proposed site landscaping to $22,250 which will meet the minimum required landscaping of $22,220. However, as noted at sketch plan review, the applicant is currently in violation for removing trees from the property without approval. Staff suggests that the trees proposed off -site still be planted so as to account for the previous removal of trees. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\eighty midas\preliminary.doc Pursuant to Section 13.06(B) of the Lan be specified and located in an area that snow storage areas are adequate. The snow will be transported off -site. Other d Development Regulations, snow storage area must will minimize the potential for run-off. The proposed applicant has noted that during larger snowstorms, Staff requested at the last meeting that the applicant submit a description on how the transition will be made from the existing building. No description of this transition was submitted. If the plan is to demolish the existing building prior to the construction of the new building, then this transition plan is not necessary. RECOMMENDATION There are several outstanding issues that remain unresolved. Some of these issues are vital to the Board's understanding of the proposed impacts of this project. Furthermore, this project cannot continue without adequate parking. As is, the parking proposed for this project would require a waiver beyond the Development Review Board's ability to grant. Staff recommends that the Development Review Board deny preliminary plat application #SD-05-79 as submitted. Respectfully submitted, Cath ' nn LaRose, Associate Planner Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates X0 R 13" DEVELOPMENT REVIEW BOAP6j l 2 AUGUST 2005 _gu Mr. Belair reminded members that views from decks are not a part of the regulations. Mr. Dinklage said that does have to do with the character of the neighborhood. Mr. Farley moved to continue the sketch plan until 6 September. Mr. Kupferman seconded. Moiton passed unanimously. 9. $ketch Plan Application #SD-05-58 of Eighty Midas Drive, LLC, to amend a �-' previously approved 2526 sq. ft. general office building. The amendment consists of a planned unit development to: 1) raze the existing office building, and 2) construct a 3-story 9122 sq. ft. general office building including a drive-in bank, 80 Midas Drive: Mr. Vock noted that a property exchange had taken place with the city in the past year. He showed the location of the proposed building. Municipal water and sewer would be extended. This is not in a traffic overlay district. Traffic generation would result in a net increase of 48 p.m. peak hour trips. Mr. Vock said they are asking for the access road to be 2-way. Mr. Belair reminded the applicant that rooftop apparatus has to be included in height calculations. Mr. Webster said this site could be an entrance to the new City Center. Three-story buildings are contemplated there, and they want to be compatible with that. Mr. Vock said they are looking for both parking and height waivers. Mr. Belair noted the applicant is applying for 2 curb cuts, one to be in and out, one just for entrance. That doesn't include. the city land. This would mean 3 accesses from Midas Drive until it becomes a city street; then there would be 2. Mr. Vock said they can't bring everything back to one curb cut. They believe that 2-way circulation on the first curb cut gives better circulation. He also noted there are more "parking" spaces on the lot if you count the drive -up lanes. Ms. LaRose noted there are 6 parking spaces on city land that will become a road. There was a question of allowing the applicant to count those. Mr. Vock said it may be possible for them to put back some they took out. Mr. Dinklage said the amount of the waiver the Board can give is limited. Members did not have a problem with the 2 accesses. Mr. Belair said parking space #22 and the access drive to Midas need a 5-foot separation for snow storage. Mr. Vock said they will look at that. Mr. Belair noted that this spring the applicant cut all the trees in back without permission. He said the city does not want a second violation involving moving of tenants from one building to another. Mr. Vock said they will provide a phasing plan at preliminary plat. -5- DEVELOPMENT REVIEW BOARS / 2 AUGUST 2005 Ms. LaRose was concerned with the width of lanes coming through the drive-thru. The applicant said the drive -up lanes would be 10 feet and the pass -through lane would be 18 feet. Mr. Dinklage said the site may not be able to accommodate a building of this size. He wanted to see a "squeaky clean" plan. An abutting neighbor expressed concern with storm water. Mr. Vock said water does not flow onto the adjacent property. Mr. Bolton said the proposed half -bathroom on each floor would not be adequate. Mr. Webster said the would have to work that out. As there was no further business to come before the Board, the meeting was adjourned at 10:00 P.M. D9-CD6-ysf Date 1 Bill Szymanski, City Engineer City of South Burlington 575 Dorset Street South Burlington, VT 05403 (802) 846-41o6 CITY ENGINEER'S COMMENTS Vermont Federal Credit Union Midas Drive 9/29/05 �. As built plans furnished the owner and the City shall be prepared by the Engineer, not the builder. 2. Entrance and exit drives shall have a concrete depressed curve. 3. Sidewalk shall be continuous across entrance and exit drives and across the entire lot frontage. 4. Concrete sidewalk across Midas Drive at end of street should be removed and street patched. 5. Sewer line building shall be 3/4 inch crushed stone only not gravel and sand. 6. Road bituminous concrete pavement shall be 2 1/2 inch base course and 1 1/2 inch surface course. OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT APPLICANT: Eighty Midas Drive LLC. 9 80 Midas Drive South Burlington, VT ZONING DISTRICT: COMMERCIAL 1 - RESIDEN71AL 12 PUD DIMENSIONAL REQUIREMENTS: Required Existing Proposed Lot Size 40,000 s.t. 23,739s.t. 23,739s.t. Bldg. Coverage 40% 10-6% 15.5% Lot Coverage 70% 21,4% 67.3% Front Yd Coverage 30% 11.4% 30.0% (Midas Drive) Front Yd Coverage 30 % 57.0% 29.4% (S.B. Easement) Front Yard 30' 38, 30.0' Side Yard 10, 15, 19.5' Rear Yard 30' n/a We i///////j//// Brassard Automotive SBN%C05, Inc. ' / �! ti RM 3 \ f N1. 30, :.t CBSTR-. tD 2 M=3B ,r /A - mt i City of South Burl%ngton \ R¢Mf! E IX SIGN_ q D SHRUBS 1 ABANDON PROPOSED SITE LIGHT ' SEESHEETLI t, SAWCUTEX.PAVEME-T� I AT PROPERTY LINE I� r 1 1 c 31 1 1 , 1 1 I I I I i Jam% 1��1 �� otSill , if2� j! i I- 4-_: 11 i. l,f IN 4 Aw :.57 3'I'15 II y 1 1 _I i; j ¢ I- q_....I 1 rn II I _ 1 i I PROPOSED -yil SIGN 11 +; MATCH EX I I ';SIDEWALK 1 MATCH EX CURB V ANDPAVEMENt, 1 II' 313.6 1 PROPOSED I •t- BIKE RACK EX. CB RIM-31 a10 I� i I i INV 6'N-307.35 �I k °.,.. •r INV 12'E-306.08 INV 1B'S-305.90 1 /i✓// / //x /✓ RAISE RIM TO FINISH GRADE '+i BINSTALL SOLID COVER ' I 313.3 INV 3129 f PROPOSED 313.2 r,�G B D6.75 U'E 6 D.I. R RIM �312 91 8x6TAPPING " INV 18'N 30674 �' _., SLEEVE&VALM �' it INV 16'S-306.07 1 LINE (VERIFY 315 W/VTG1 ' PROPOSED DUMPSTER & / RECYCLING ENCLOSURE Wl a 6 HIGH STOCKADE FENCE 1 FOR SCREENING PURPOSE$' I ♦ STORAGE•"SNN OW +' -, �/ Pm(eWGwfdwwx ,r1J aPA,a,�a,tatu, f 7 Pxywss a+s>e ,1. ` ` Mw / / 1 / I / 1 _ / City of South Burlington I `"- I v 1 1 S I I 8 / 1 / / I 1 1 1 / 1 I RAISE RIM TO FINISH=� - GRAPHIC SCALE r m so L inch - 20 R. N­ ES: 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor shall field verify all utility conflicts. All discrepancies shall be reported to the Engineer. The Contractor shall contact Dig Safe (888-344-7233) prior to any construction. 2. All existing utilities not Incorporated Into the final design shall be removed or abandoned as Indicated on the plans or directed by the Engineer. 3. The Contractor shot[ maintain as-builtplans a s with lies for all underground utilities. P ( ) s Those 9 plane shall be submitted to the Owner at the completion of the project 4. The Contractor shall repair/restore all disturbed areas (on or off the site) as a direct or Indirect result of the construction. All disturbed areas resulting from the Installation of the water or sewer lines (on or off the alto) shall be restored within 45 days of disturbance. 5. All grossed areas shall be maintained until full vegetation is established. 6. Maintain all trees outside of construction limits. 7. The Contractor shall be responsible for all work necessary for complete and operable facilities and utilities. e. If the building Is to be sprinklered, backflow prevention shall be provided In accordance with AWWA MIA. The Site Contractor shall construct the water line to two feet above the „ i finished floor. See mechanical plans for riser detail. 9. The Contractor shall submit shop drawings for all Items and materials Incorporated Into the site work Work shall not begin on any Item until shop drawing approval Is granted. 10. In addition to the requirements at in these plans and specifications, the Contractor shall complete the work In accordance with all permit conditions and City of So. Burlington Public Works Standards. it. The toleronce for finish grades for all pavement, walkways and lawn areas shall be 0.1 feet. 12. Any dewatering necessary for the completion of the sitework shall be considered as part of the contract and shall be the Contractors responsibility. 13. The Contractor shall coordinate all work within Town Road R.O.W. with South Burlington Public Works Department. 14. The Contractor shall Install the gas, electrical and telephone services in accordance with the utility companies requirements. 15. Existing pavement and tree stumps to be removed Mall be disposed of at an approved off- A.B. Pomerleau site location. All pavement cuts Mall be made with a Pavement saw. 16. If there are any conflicts or inconsistencies with the plans or specifications, the Contractor aholl contact the Engineer for verification before wok continues on the Item In question. LEGEND EXISTING CONTOUR PROPOSED CONTOUR PROPERTY LINE - -- SS GRAVITY SEWER MAIN W WATER MAIN - UE UNDERGROUND ELECTRIC -- -UT UNDERGROUND TELEPHONE -- - ST STORM DRAINAGE LINE ® SEWER MANHOLE G STORM MANHOLE oC.O. CLEANOUT V HYDRANT a SHUT-OFF ® CATCH BASIN fto LIGHT POLE SIGN -.i'�^"'�.•r EDGE OF WOODS/BRUSH ---•••- DRAINAGE SWALE SITE ENGINEER: 0 r ASSOCIATES. INC. ENGINE RING ASSOCIA7E�. 1 N _ '.0. 80k 485 S1tEi8UR + VT 05482 %.4ri.lTla fAX: 9M- l mrrwasr eam - Au ma- aso-voo DRAIN MJW mcm SAV APnovas SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT ITA 0M LOCATION MAP 1' - 1500 un casct® aevlawn b/r 1Mv RiV19® A8 PRn STAR ao1nRN18 PROPOSED SITE PLAN DAP6 0aAVENa NuMen SEPT., 2005 ALII1.1 = 20 C 1 PR No. 05122 -7 1-1-1 Acfr " dram. 0 8 Linden Lane, Essex Jct., VT 05403 11 P L A N T L 1 5 T r'y Q Scientific Name Common Name 5izG3pec Ack 4 A—e fire —,'Jeffers Red Jeffers Red Maple 2.5-3 m., Mb Amla 2 Amelenchier IaeHs AIIegFeny Serviceberry 6-7 R., BE5, mvih-stem Ar v 241 ArctostapFylos wa-vrsi Bearbeny I gal., 10-12" Bum. 15 5— microphylla Wintergreen' W ntergreen 5oawood 3 gal., 15-15- Clal 13 Clethra aln,Fol.a 5vmme —t 3 gal., 15-15- Chi, 13 Clethra aln.folu'HOY+e Pmk' Nokie Pink Svmmersweet 3 gal., 1 5-15- Clrs 14 Clcthra almfolia'Ru,y 5pice' Rvby Spice Svmmersweet 3ea1., 15-18' Bval 1 7 1 Evonymvs alatvs compadus'f.re Ball' Fve Ball Compact Bvrnmq Bush 24-30.n. Gib. 4 G.nko b.loba'Magy a Magyar Gnko 2.5-3 m., B415 Have j Vernal Witchh—1 6-10 ft- 548 Pigl 16 Picea glavca Wh.te 5p—c 6-7 ft., BfB 0vh j Swamp —trt Oak 2.5-3 in., Bie sq, 28 Sp.raea Japomca'Red' Red 5p.raea 3gA, 15-18.n. Tata 8 T— med.. Tavnton.i Dark Grecn Spreadng Yew 3 gal. 15-18.n. Weft 38 Weigela flonca 'Java Red Pvrplc Leaf Weigela 3 gal. 24-30 .n. VTFCU Planting Cot Estimate Michael Lawrence Assac. Landscape Architects Essex Junction, VT September 9, 2005 NEW PLANTING PLANT SIZE Acer x free manii'Jeffe mred' 2.5-3 in. Amelenchier arbome 5-6 ft. Arctostaphylos "a-ursi 1 gal., 10-12 in Buxus microphylla Wrtergreerf 3 gal., 15-18 In Clethra alnifolia 3 gal., 15-1a in Clethra alnifolia'Hokie Pink' 3 gal., 15-18 in Clethra aimfolia'Ruby Spice' 3 gel., 15-18 in Euonymus alatus compactus'Fire Ball' 24-30 in. Ginkc biloba'Mag"' 2.5-3 in. Hamamelis vernelis 8-10ft Picea glauca 6-7 ft. Quercus bicolor 2.5-3 in. Spiraea japonica'Red' 3 gal., 15-18 in Taxus media Tautonif 3 gal., 15-18 in Weigela floricia'Java Red' 3 gal., 24-30 in TOTAL NEW PLANTING EXISTING TREES TO BE SAVED Red Maple 9 in. Red Maple 12 in. TOTAL TREES TO BE SAVED TOTAL SITE ENGINEER: C CIVIL EAIGMEEWIG ASSOCIATES. INC. et ® Boo orvewn ML CH6CIIa SAV APPROPEa SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: UNITCOST QUAN SUB -TOTAL PROPOSED $600 4 $2,400 $$30 2 $ 600 VERMONT $30 241 $7,230 230 $85 $40 15 13 $1,275 $520 FEDERAL $40 13 $520 $4 14 $45 CREDIT UNION $65 7 $455 $600 4 $2,400 $300 $240 ' 16 $300 $3,840 80 MIDAS $600 1 $600 DRIVE $40 28 $1120 SOUTH BURLINGTON $ $4.5 3e $1.710 VERMONT $24,050 $1,600 1 $1,500 $2,5C0 2 $5.000 $6,500 $30,550 ARBORTIE GREEN FLAT WOVEN TRIM DECIDUOUS TREES POLYPROPYLENE STAKING MATERIAL. TO PROVIDE 6 FT 3/4 IN. WIDE, CLEARANCE 900 LB. BREAK STRENGTH E2/TREEI FASTEN ARBORTIE TO STAKES, WRAP OVER ROOT BALL TO KEEP TREE FROM ROCKING PLUMB TREE TRUNK (4) 2" X 2" X 2- L GATOR BAG (1/TREE) HARDWOOD STAKES DRIVEN 3" MULCH — DO NOT (MIN. 18") FIRMLY INTO SUB— APPLY AROUND TRUNK GRADE PRIOR TO BACKFILLING, FORM 4" SAUCER CUT AND BEND - BACK WIRE, UNDISTURBED SOIL PEEL BURLAP TOP 1/3 OF ROOTBALL. BACKFILL WITH SOIL MIX BREAK APART EDGE OF CONSISTING OF ONE PART EXCAVATION W/SHOVEL EXCAVATED SOIL AND ONE PART BURLINGTON INTERVAL E COMPOST. p X BALL DIA. WATER AND TAMP TO REMOVE AIR POCKETS. 1. PLANT TREE SO THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE. 2. STAKING AS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDY CONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. 3. TREES SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER PLANTING. 4. EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYOR TAPE PRIOR TO PLANTING TO PREVENT GIRDLING. TREE PLANTING DETAIL nts PROPOSED LANDSCAPING PLAN DAT11 oa4imvc ntrem� SEPT., 2005 1u=10' L2 Paa. rvo. 05122 Permit Number SD- Q -� CITY OF SOUTH BURLINGTON APPLICATION FOR PRELIMINARY SUBDIVISION PLAT REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Eighty Midas Drive, LLC Phone: 802-660-9393 Fax: 802-660-7396 80 Midas Drive, So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vol. 612, P. 516-518 Vol. 605, P. 222-224 3) APPLICANT (Name, mailing address, phone and fax #) Same as above. 4) CONTACT PERSON (Name, mailing address, phone and fax #) Michael Johnson, same as above. 5) PROJECT STREET ADDRESS: 80 Midas Drive 6) TAX PARCEL ID # (can be obtained at Assessor's Office) 045-4-038-000 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Ekisfing uses include a bank and professional offices (floor area = 2,526 SF). b) Proposed Uses on main) The propos include description and size of each new use and existing uses to ing/site will be used as a branch office for the Vermont Federal Credit Union and professional offices. There will also be a canopy and drive -up teller as part of the bank. c) Total building square footage on property (proposed buildings and existing buildings to remain) Tot -a 1 new building area of 9.122 scniare feet (3 floors) _ d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) 34' (FFE first f 1 oor to roof ) e) Number of residential units (if applicable, new units and existing units to remain) N/A f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): U 1 0 g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): N/A h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: N/A 8) LOT COVERAGE a) Building: Existing 10.6 % Proposed 15.5 % b) Overall (building, parking, outside storage, etc) Existing 21 .4 % Proposed 67, 3 % c) Front yard (along each street) Existing? 11. 4 %o Proposed 30.0 _% - Midas Drive 57.0% 29.40 - S.B. Easement 9) COST ESTIMATES a) Building (including interior renovations): $ 1,472,000 b) Landscaping: $ 28,000 c) Other site improvements (please list with cost): Included within buildi 10) ESTIMATED TRAFFIC (SEE ATPACHM TRAFFIC ANALYSIS) a) Average daily traffic for entire property (in and out): b) A.M. Peak hour for entire property (in and out): c) P.M. Peak hour for entire property (In and out): 11) PEAK HOURS OF OPERATION: 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: Spring of 2006 2 14) PLEASE LIST ABUTTING LANDOWNERS, INCLUDING THOSE ACROSS THE STREET. You may attach a separate sheet. See at1-a(rhar1 1 i ct 15) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application (see Exhibit A). I hereby certify that all the information requested as part accurate to the best of my knowledge. SIGNA ion has been submitted and is SIGNATURE OF PROftkY'Y OWNER — Do not write below this line DATE OF SUBMISSION: //�/o-> I have reviewed this preliminary plat application and find it to be: Complete , /g ❑ Incomplete Planning & Zoning or Designee Date 3 EXHIBIT A PRELIMINARY PLAT The following information must be shown on the plans. Please submit five (5) copies and one reduced copy (11" x 17") of the plan. Failure to provide the following information will result in your application being rejected and a delay in the review before the Development Review Board. Please provide (on separate sheet) a list of all abutters to the project property and mailing addresses. o Complete survey of property by a licensed land surveyor drawn to scale (20 ft. is preferred). o Name, license number, seal, and contact number of licensed land surveyor & date prepared. o Survey data (acreage, property lines, zoning boundaries, watercourse, base flood elevation, etc.) o Location of easements, public lands, r.o.w.s, sidewalks, and public or private street (w/names) o Five foot contours (existing and finished) o Location and size of any existing sewers (including septic tanks) and water mains, culverts and drains on the property to be subdivided. o Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks, and other public opens spaces. o Numerical and graphical scale, date last revised, and north arrow. o Details of proposed connection with existing water supply or alternative water supply. o Details of proposed connection with the existing sanitary sewage disposal system or adequate provisions for on -site disposal of septic wastes. o Details of storm water facilities in the form of a drainage plan. o Details of all proposed bridges or culverts. o Location of temporary markers. o All parcels of land proposed to be dedicated or reserved for public use and associated conditions. o A list of waivers desired (if any). o Development timetable (including number of phases and start and completion dates). o A report addressing planned residential/unit development criteria of the Zoning Regulations. o Proposed landscaping schedule (number, variety and size). o Location of abutting properties, fire hydrants, existing buildings, existing landscaping o Number and location of parking spaces ( see Section 26.25 of the Zoning Regulations) o Number and location of handicapped spaces (see Section 26.253(a) of the Zoning Regulations) o Lot coverage information: Building footprint, total lot, and front yard o Exterior lighting details (cut sheets). All lights should be downcasting and shielded. o Dumpster locations (dumpsters must be screened) o Bicycle rack as required under Section 26.253(b) of the zoning regulations o If restaurant is proposed, provide number seats and square footage of floor area provided for patron use but not containing fixed seats APPLICATION FEE ❑ Preliminary Plat Minor Subdivision $ 260.00* ❑ Preliminary Plat Major Subdivision or PUD $ 510.00* *Includes $10.00 recording fee SOFFITIE-4 me us Series ST Soffitier Lamp Type/Wattage Metal Halide H17 175W (ED-17) Super Metal Halide MS17 175W (ED-17) Pulse Start Metal Halide P70 70W (ED-17) P10 100W 125W ED17))) P15 JED:17P12 15OW ED-17 P17 175W ED-17 ' Higgh Pressure Sodium S70 70W (ED-17) S10 100W ED-17 S15 15OW ED-17 • Square, formed aluminum housing with integral trim flange. • Aluminum lens frame with prismatic, flat glass lens, fully gasketed to housing. Hinged frame secured with captive screw. Optional drop prismatic acrylic, or drop prismatic polycarbonate lenses. • Diffused, anodized aluminum reflectors for horizontal or vertical lamp, provide asymmetric or symmetric light pattern, respectively. • Recessed mount provided with adjustable aluminum brackets. Designed for 1/4" to 3/4" thick ceiling with 14V4" square, rough opening. • Thermal protector included. • Medium porcelain socket, pulse rated, with spring loaded, nickel plated center contact and reinforced lamp grip screw shell. • CVVA type ballast, HPF, starting rated at -20°F (-40°F for HPS). • TGIC thermoset white polyester powder paint finish. • Damp location listed. Series }Naffs vDist` Lens Volts Color Lamp Orientation/Distribution Color HLAS Horizontal - Asymmetric WH White VLSY Vertical - Symmetric Opptions Lens F1 Fusing - 120V FGP Flat Glass (prismatic) F2 Fusing - 208V DA Drop Acrylic F3 Fusing - 240V DP Drop Polycarbonate F4 Fusing 277V Voltage F5 Fusing-480V Q Quad Tap® F6 Fusing - 347V (120, 208, 240, 277V)' QZ Quartz IRS with lamp T 120/277/347V CSA2 L Lamp 1 Vertical orientation only. 2 Factory wired for highest voltage unless specified. A 8 C Weight 13 13/16" 8" 16 SA 34 lbs. 351 mm 203 mm 422 rT 15.4 kg P E R I M A k-� '! I I E L S ( ' . . PIR • One piece polycarbonate lens, internally painted for lasting appearance. Two HubbellGard fasteners provide weathertight seal to housing. Door hinges and is removeable. • Housing is die cast aluminum for rugged mounting and heat dissapation. 12" feed-thru hubs provided and side photocontrol hub for field installation. Standard mount is over recessed wiring boxes. • Specular hammertone main reflector provides efficiency and uniformity. Lamp has adjustable socket to increase source shielding if desired. Max wattage is 175MH or 1SOH PS ... 50HZ ballastry is available. • Multiple accessories available including photocontrols,visors and mounting adapaters. c�' s us PRS-0070S-128 70 Quad/AL (HPF) 16(7.3) PRS-0070S-521 70 120/Reactor (NPF) 12(5.4) PRS-010OS-128 100 Quad/AL (HPF) 17(7.7) PRS-010OS-521 100 120/Reactor (NPF) 13(5.9) PRS-015OS-128 150 Quad/AL (HPF) 17(7.7) PRS-0150S-521 150 120/Reactor (NPF) 13(5.9) Metal Halide PRS-0070H-128 70 Quad/AL (HPF) PRS-010OH-128 100 Quad/PLA (HPF) PRS-0175H-128 175 Quad/PLA (HPF) 1 Lamp included. Note for Tri-Tap® (120/27//347V) change 8 to 6 (for Quad -Tap® ballasts, 208 & 240V not CSA). Note 50 Hz 220240V available on 70 watt HPS, 150 watt HPS and 175 watt MH. Note 208V CWI ballasts available on 175 watt MH Options - Add Suffix -EM Double contact socket for remote power (less lamp) all units .QSs Quartz restrike system including relay (less lamp) all units (Double contact bayonet socket) AS Hot restrike system, quickly restores main lamp output after power outage. HPS only. PRS fA A B C D 14 7/8" 15" 7 3/16" 5112. 378 mm 381 mm 183 mm 140 mm e HUBBELL' Hubbell Lighting 17(7.7) 18(8.2) 18(8.2) PR x with, PVI,V AAW& Accessories - Order Separately POT-1 Photocontrol, button type, 120V PBT-234 Photocontrol, button type, 208, 240, 277V PVL-PT Aluminum slipfitter housing accepts 2 3/8" OD tenon for single or back to back double, post -top mounted Perimaliter luminaires, bronze Lektrocote(D finish, EPA: 1.8 ft2 with fixtures PVLV Full Cutoff Visor, formed aluminum, bronze finish 1 6 I ___ ... c -----. - -I PV!_-PT _----- --- __-r E A Iq --- L A B C D E F3" 2 112" 13 3/4" 13 1/4" 5" 76 mm 64 mm 349 mm 337 mm 127 mm • Architectural, one-piece die-cast aluminum housing with nominal .125" wall thickness. Contour lines and radius corners complete unique design. • Die-cast aluminum door hinges to housing and secures with two, captive screws. Clear, flat or convex, tempered glass lens seals to door and housing with onepiece silicone gasketing. • Specular, anodized aluminum reflectors for horizontal lamp, provide Type 11, III, IV, or V square light patterns, and for vertical lamp provide Type IV or V square light patterns. Horizontal Type II, Type III, and vertical Type VS reflectors feature unique, multifaceted patented designs. • Die-cast aluminum arm for pole mount features access door to facilitate installation. Wall mount with cast aluminum bracket and arm. Mast arm mount with cast aluminum slipfitter. • Mogul porcelain socket, pulse rated, with spring loaded, nickel plated center contact and reinforced lamp grip screw shell. Medium base for ED-17 lamp. • CWA type, HPF ballast, starting rated at -20oF (-40°F for HPS). C &us 0 Series Mount Lamp/ Orient./ Lens Volts Color Options Watts Dist. Arm Logic - Order Separately Series Voltage Series CM Medallion Q Quad Tap® ARM Rigid Arm Mounting (120, 208, 240, 277V)4 Lumitnaire Shape A Arm Mount (arm not included, 5 48OVs C Medallion order separately) T Color 120/277/347V CSA° Arm Length Lam Type/Watta g a DB Dark Bronze 5 5" Arm (EPA = 0.22 ft2, 4.0 Ibs) Metal Halide BL Black (0.02 ml, 1.8 kg) H17 175W ED-28 White 10 10" Arm (EPA = 0.44 ft2, H25 25OW ED-28 GWRH y 6.5 Ibs) (0.04 mz, 2.9 kg)6 H40 Super Metal 40OW ED-28 Halide PS Platinum Silver Pole Shape M517 175W (ED-28)' 175W RD FG Red (Premium Color) Forest Green (Premium Color) Square q R4 Round Straight 4-4.5") MS17 MS25 (ED-28 250W (ED-28) CC Custom Color (Consult Factory) R5 Round Straight 5" Pulse Start Metal Halide Opptions F1 Fusing -120V R6 Round Straight 6"� T2 Round Tapered 2.5") P70 P10 100W ED-1 125W ED-17 F2 Fusing - 208V T3 Round Tapered ") P12 125W ED-17 a F3 F4 Fusing - 240V Fusing -277V T35 Round Tapered �Is T4 Round Tapered 4") P17 P20 175W ED-28' 200W ED-28)' F5 Fusing - 480V Color P25 250W ED-28) F6 Fusing - 347V DB Dark Bronze P32 320W ED-28 P1 Photo Button - 120V BL Black P35 350W ED-281 P2 Photo Button - 208V WH White P40 400W (ED-28) P3 Photo Button - 240V GR Gray Higgh Pressure Sodium P4 Photo Button - 277V PS Platinum Silver 510 100W ED-23 1/2)' P6 Photo Button - 347V RD Red (Premium Color) Si5 150W �ED-23 1/2)' PR1 Photo Cell Receptacle - 120V FG Forest Green (Premium Color) S 250W ED-18 PR2 PR3 Photo Cell Receptacle - 208V Photo Cell Receptacle - 240V 1 Must use ED-17 lamp for vertical orientation 540 400W ED-18 PR4 Photo Cell Receptacle - 277V with flat lens. Lamp Orientation/Distribution PR5 Photo Cell Receptacle - 480V 2 Vertical lamp only. H2 H3 Horiz. II Horiz. III PR6 Photo Cell Receptacle - 347V 3 Vertically lamped units available with medium H4 Horiz. IV QZ Quartz RS with lamp base ED-17lamps up to 20OW MH/PSMH and H5 Horiz. V (square) HS RP Internal House Side Shield Removable Powr-Pant® 150W HPS. 4 Factory wired for highest voltage unless V4 V5 Vert. IV Vert. V (square) TL Tooless Entry (Door/Reflector) specified. Lens PLaollyycarbonate Vandal Guard 5 Not available with 100w Pulse Start MH lamp F Flat' LG P 6 Required for 90' configurations. C Convex Note For Photocontrol Equipment, see Hubbell Outdoor offering. CM CM-VLC CM -VLF A B C EPA Weight 16" 21 3/4" 10" 1.5 ft2 35 Ibs. CM -Flat 406 mm 552 mm 254 mm 0.1 mz 15.9 k 16" 21 3/4" 13 1/4" 1.6 ft' 37 Ibs. CM-Convexl 406 mm 552 mm 337 mm 0.2 mz 16.8 k Note: Weights and EPA for fixture only. U JIM A 11 Eighty Midas Drive, LLC List of Abutters July 8, 2005 Brassard Automotive Services, Inc. Attn: Mr. William Black 141 Pearl Street, No. 147 Essex Jct., Vermont 05452 City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Antonio Pomerleau c/o Chittenden Insurance Group 69 College Street P.O. Box 6 Burlington, Vermont 05401 August 24, 2005 Mr. Ray Belair City of So. Burlington 575 Dorset Street So. Burlington, Vermont 05403 Re: Eighty Midas Drive - Preliminary Subdivision Plat Review Dear Ray: Please find enclosed an application for Preliminary Subdivision Plat and a fee of $260.00 for the proposed project at Eighty Midas Drive. If you should have any questions or need any additional information, please let me know. Stephen A. Vock, P.E. SAV:pao Enclosure cc: Tom Crapo Mike Johnson \\Patricia\c\MyFiles\DOC\SA V\Belair.80MidasPrelimPlat.wpd R S G INC. RESOURCE SYSTEMS GROUP, INC. MEMORANDUM To: Steve Vock, PE Civil Engineering Associates, Inc. From: Joe Segale, P.E. Subject: Response to August 5-2005 City Comments on Sketch Plan Date: 9 September 2005 cc: Tom Crapo, VP Operations; Vermont Federal Credit Union This memorandum responds to the trip generation estimate prepared by the City of South Burlington as summarized in the department of planning and zoning's sketch plan application comments for the August 2, 2005 DRB hearing. The comments on page 3 state that the PM peak hour trip generation for the proposed building at 80 Midas Drive is 148.37 vehicles per hour and that the estimated trip generation of the existing building is 43.75 vehicles per hour. These estimates are different than the estimates prepared by RSG which indicate approximately 88 vehicles per hour for the proposed building and 39 vehicles per hour for the existing building. In the City's calculation of trip generation, it appears that they assumed that the entire first floor of the proposed building should be classified as the drive-in bank. The comments did not provide the back-up calculations. Table 1 shows the apparent methodology used by the City which assumes the entire first floor is classified as a bank. ,r Table 1: Apparent City Trip Generation Methodology for Proposed Building ITE Land Use Code Land Use Description PM Peak of Adjacent Street Trip Rate Size (Square Feet) Trip Generation Veh/Hour 912 Drive -In Bank 45.74 /1000 sf 3041 139.1 710 General Office 1 1.49 /1000 sf 6081 9.1 Totalsi 91221 148.2 The RSG trip generation analysis assumes that 1,672 sf of the first floor should be evaluated as part of the bank. The rest of the first floor is considered part of the general office. The area of the first floor dedicated to the banking operation includes the teller space and lobby as shown on the floor plans. Table 2 shows the estimated trip generation as originally submitted. 100 Dorset Street, Suite 20 • South Burlington, Vermont 05403 11 f1 802. 383.0118 • rAx802.383.0122 • www.rsginc.com Trip Generation for 80 Midas Drive 9 September 2005 Table 2: RSG's Estimated Trip Generation for Proposed Building ITE Land Use Code Land Use Description PM Peak of Adjacent Street Trip Rate Size (Square Feet) Trip Generation Veh/Hour 912 Drive -In Bank 45.74 /1000 sf 1672 76. 710 General Office 1.49 /1000 sf 745 11.1 Totalsi 91221 87.6 Resource Systems Group, Inc. page 2 In the August 2, 2005 comments, the City estimated that the existing building generates 43 vehicles per hour compared to RSG's estimate of 39. As indicated in Table 3, it appears that the City incorrectly analyzed the existing bank as a drive-thru rather than walk-in facility. Table 4 shows the trip generation calculation with the bank correctly classified as a walk-in facility. The net change in trip generation should therefore be 48.2 trips (87.6 — 39.4). Table 3: Apparent City Trip Generation Methodology for Existing Building ITE Land Use Code Land Use Description PM Peak of Adjacent Street Trip Rate Size (Square Feet) Trip Generation Veh/Hour 912 Drive -In Bank 45.74 /1000 sf 880 40.3 7101 General Office 1.49 /1000 sf 164 2. Totalsi 25201 42.7 Table 4: Trip Generation Estimate for Existing Use by RSG ITE Land Use Code Land Use Description PM Peak of Adjacent Street Trip Rate Size (Square Feet) Trip Generation Veh/Hour 911 Walk -In Bank 42.02 /1000 sf 880 37. 710 General Office 1.49 /1000 sf 164 2. Totals 25201 39.4 R [51_G I N.0 . RESOURCE SYSTEMS GROUP, ItC. MEMORANDUM To: Steve Vock, PE From: R. Chamberlin, PE/PTOE Subject Trip Generation and Queuing, Vermont Federal Credit Union, 80 Midas Date: 2 August 2005 Resource Systems Group has been asked to provide an estimate of trip generation for a proposed drive-in bank/office building proposed by Vermont Federal Bank. We have also been asked to provide a queuing analysis for a 2-lane drive up facility proposed by Vermont Federal Bank. To estimate trip generation rates we have consulted the Institute of Transportation Engineer's Trip Generation Manual76 Edition. Details of this analysis are shown in Table 1. Table 1: Current and Proposed Trip Generation Estimates, Vermont Federal Credit Union Project ITE Land Land Use PM Peak of Adjacent Total Use Code Description Variable Street Traffic Sizes Enter Exit eh/Hour 911 Walk -In Bank Gross Floor Area 42.02/1000sf 880 18 18 37 710 General Office Gross Floor Area 1.49/1000sf 1640 0.4 2 2 19 21 39 ITE Land Land Use PM Peak of Adjacent Total Use Code Description Variable Street Traffic Sizes Enter Exit (VehlHour) 912 Drive -In Bank Gross Floor Area 45.74/1000sf 1672 38 38 76 710 General Office Gross Floor Area 1.49/1000sf 7450 1.8 9.3 11 Net Change, PM Peak Hour Trip Generation: 48 This analysis indicates that the proposed change in use will result in a net increase of 48 PM peak hour vehicle trips. We have also been asked to analyze on site vehicle queuing as related to the 2 drive through lanes. We have employed a queuing model to estimate the average queue during the PM peak hour, and the average waiting time to be served. Key assumptions of this analysis are: • Percent of entering bank -related trips using the drive -through: 70%. 55 Railroad Row, White River Junction, Vermont 05001 TE L 802.295.4999 • FAx g02.295.1006 ■ www.rsginc.com Project Memorandum Resource Systems Group, Inc. 2 August 2005 page 2 • Average minutes per transaction: 3 minutes Based on the above assumptions, we estimate that the average queue during the PM peak hour would be 1.35 vehicles in each of the drive -through lanes. Thus, there would tend to be at least one car waiting to be served during the PM peak hour, while 2 vehicles were transacting at the service portals. The average wait time to be served is estimated to be 3 minutes. While the assumptions underlying this analysis are reasonable to us, we have not been able to verify them with Vermont Federal Credit Union. Hence, a final queuing analysis should be conducted which incorporates the most accurate information about drive -up lane use and transaction time. 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I+ 2 128 Q59.. + + I + 4 9 z1a 2.13 0.e + + 2�JS 2_ I..' 2.1 .49 1.23 U.60 0. 0.37 0.27 % 0.20. + + + + 0.1 11.18 0.17 + + + + + + + + + l + + + 1 0.04 .o07 10 '12 0.17 0.21 0.24 0.26 0.5 0.2 2 0.05 0.0 _ 0.2 1.95 3.3 0. 0.10 0.11 0.10 0.09,��OAe 0.0¢ 50.05 Oj09 10.14 0.21 0.29 36 4 0. �. .3 0. 4 3.ae 81A (0.�9 0.03`1 0.o5 .05 112 �.20 0.33 CL55 l0. 1.1 1.3 .51 ,.� of 0.04 0.03 \ 4,6 0129 0.33 ,.,8 /2.1 2.89 3.56 12. �, .,t j 0.07 0. 81 A + + 0. tl: 3 0.�7 1.- i + } R. 5 6 'S , JG O�oSED P (\ +' / + 1 _ }, I u /� (`"e I N 1� oAs .21 R U I L D 1 01 (yt 0.71 1.82 ' - i8. s - 71 81 A (S) ✓ F.F.E. 316.75 0. �29 0..443 + + ose 0.951 z37 + + 4.e 711 .z 6.3 a.n / + + +/ 1\ ' 0.J� 0.B9 12/27 + + + 3L 1 .53 5.34 + I+ i �� \ +'\ + + a27 i 0.80 �/.49 + Q + + + n 3.21 5. 0 8.45 6.80 30 5.22 + ' 1.05 2Y `1 ' .38 11+ 1.51 68 3.92 4.48 4.31 54 0.02 0.02 0.03 0.05 0.Tf 0.23 10.80 1 1.12 12.sa ++ <\ + + + + + \+ + + + + + + + i 115 < 25 0142 0.70 1.22 1.99 2.26/ 2.J0< 33 3.79\ 0.7J 51\ 0 3 0.10 0.05 0.03 0.02 0.01 , 1417- - OOPI '0.04 0. 0. .1D 0-0 JO 8 0. 6 0.311 0.s7 0.83 1.06 e2.94 4.25 3.38 I.9S`,1.24 060 0. G 0.01 0.01 0,03 01Q6 0.13 0.4eV 0.90 ,W + + 0. 0. 0.1{ Q22 + + \F + + + +\�'+ / + + 0.39 89 1.53 3,k za8 2.82 ]52 2.42 / 0.33 0.13 + + + ���� + , 0.04 =.� �+ �m �?�0.03 QA6 0.12 0.24 0.54 \,9 + , + + 1 0. 01101 0.19 + + + \ + + + 1 + + + 0.37 a9 1.14 1.54 80 4.2� Sat 2 O.a 0. 0.12 0.02 0.00 + 0.01 + + + 4 + 0.01 0.01 0.01 01'02 00a + + } 0.10 0.22 ).__. \ 0.06 i 0.10 1 0. 0.35 a 04 Lk 4. 6 Qy4 Q35 O.o4 0.00 0.0o O.ao to.08 12 1Q1a 57. 0.25 Q 1.39 \ .53 1.99/�.b3 Q03 l + i + ,+ + 709 b.06 + + + + + + 0.12 0.13 0124 O.S1 0020.5 fc 2 + + ��+O 0.06 0.08 011 A . O,+u' 0.53 }0 0.27 -1 01]Ot 0.02 0.$S 0.03 0.04 �06 id o.18 �25 0.07 ' --- /_ J• . - l' / 5.0 fc�+ 1 ( ,..\ Ala.a, 6 + j + /+ // n 0A2 43 Moly 0.05, .01L 5 S1A & S2A Ei1A FOOT CANDLE PATTERN FORINDIVIDUAL LIGHTS PAVEMEENT LEVEL AT .I 0.03 0.06 0. 0.09 0.10 0.11 0.4 0.10 1`.. 110.23#20:15- - 2.90 1 3.34 .�"+ 42 5,51 SLTi ENGIIN]IM: 1 I 1 r CIVIL ENGINEERING ASSOCIATES. INC. BoX485 sHt Ruvr i yr o;aEa 1 W 6" D.I. 1•ae1 _ -.t _ �- -. - 2 1.1 0.21T + " + i1, 4 +/ + + S 1.5a 1.6�Tta-0.62 0.32 dGII 0103 I • ,-. 1 1 i � t i 1 ,i C/) CALWLADON SUMMARY AREA NAME DIMENSIONS AVE NA% MIN Ane 1 230.38a205.44Ft 1.18 8.12 0.00 Fedwd Cmdt Union (05122) LUMINNRE SCHEDULE TYP SYMBOL JDESCRIP710N ILAMPI I LUMENS OTY B1A A I (1) 'B1• ST-HI7-HL (1) H•j70/1101? 8200 6 S1A SPAULDING 16' High 175W, 4 (1) •S7' CM-HI7-IV (1) H-175/HCR 8800 3 S2A SPAULDING 16' High 10DW I + (1) 'Sz• CM-HIO-IV (1) H-100/110R a200 2 DRAIN PJ M M7 = SAV AMO- SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: ROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT LOCATION MAP 9[1Ta1DN PROPOSED SITE LIGHTING PLAN DAYS -WI G NUMe SEPT., 2005 SCAIB 1"=10' L1 PNOJ. NO. 05122 -.313 NORTH ELEVATION I--o- # I hard Floor Second F4 Ifirst Moor Existing Grade *. 3TE first F& Ewstw Grade *le 3 SOUTH ELEVATION EAST ELEVATION I/8"= 1'-0' Verinont Federal C.'redil Unio -','Auth Bitr/.mglon, Fcrmow CA '?Wbol- Plans Sepit-mlict 29, 20 rr cool I OWNER OF RECORD: Eighty Midas Drive, LLC. 80 Midas Drive South Burlington, VT Brassard Automotive I F__i APPLICANT.' `�. Services, Inc. /// /.////// ;/ /////// /// j Error Eighty Midas Drive, LLC. I rn �� 80 Midas Drive South Burlington, Vr r ZONING DISTRICT: _ IU-- COMMERCIAL 1 - RESIDENTIAL 12 PUD DIMENSIONAL REQUIREMENTS:- - -315- Required Existing Proposed SM.. iIR 31 .13 Lot Size 40,000 s.t. 2$739 s.L 23, 739 s.t. ;'I CL.Nv..d2v9 I , 'J ORSTRJ _T'0 1 Bldg. Coverage 40% 10.6% 15.5% Lot Coverage 70% 21.4% 67.3% Front Yd Coverage 30% 11A% 30.0% (Midas Drivel - - Front Yd Coverage 30 % 57.0 % 29.4 % (S.B. Easement) Front Yard 30' 36 30.0 I 1 City of South BurlingtOn REMOGE EX SIGN Side Yard 10, is 19.6 I I I AN SHRUBS J 1 Rear Yard 30 nia nia I j} r i ABANDON � t I I PROPOSED SITE LIGHT I "PROPOSED 1 i I SEE SHEET Ll y'�N Jr. '-. SAWCUTIX. PAVEMENT AT PROPERTY LINE31 Low I PRO Ij BIKE CK 1 Iy m NEW SMH # I I I I EX5IING IlIM 3161 (315nJ F301 PING 1() INY_ 31� 5 NOTES ,II I 1. Utilities shown do not purport to constitute or represent all utilities located upon or adjacent to the surveyed premises. Existing utility locations are approximate only. The Contractor j� shall field verify all utility conflicts. All discrepancies shill be reported to the Engineer. The Contractor shall contact Dig Safe (MB-344-7233) prior to any construction. ! II 2. All existing utAitles not Incorporated Into the find design shall be removed or abandoned - as Indicated on the plans or directed by the Engineer. 0 1 ( 3. The Contractor shall maintain as-bullt plane (with ties) for all underground utilities. Those �`l I plans shall be submitted to the Owner at the completion of the project. 4. Thew he Contractor shall repass/ruction all ldist disturbed areas r ul off the site) Is a direct or f Indirect result of the construction. NI dlaturbed areas resulting from the Installation of the water or sewer lines (on or off the site) shall be restored within 45 days of disturbance. I' r 5. NI grassed areas shall be maintained until full vegetation Is established. 6. Maintain all tree outside of construction limits. I •,• U 7. The Contractor shall be responsible for all work necessary for complete and operable facAlties and utilities. efi1 50 " I'.� 8. If the building Is to be sprinkiered, backflow prevention shall be provided In accordance / IN 'h- 1 .`.? �e (-- �\\ with AWWA M14. The Site Contractor shall construct the water line to two feet above the !N a finished floor. See mechanical plans for riser dotal. 9. The Contractor shall submit shop drawings for ill Items and materials Incorporated Into the I I ! ice site work Work shall not begin on any Item until shop drawing approval Is granted. l I -J 10. In addition to the requl ements set In these plane and specifications. the Contractor shall I (-� complete the work In accordance with all permit conditions and City of So. Burlington Public Works Standards. II I1 11. The tolerance for finish grades for ill pavement, walkways and loco areas shall be 0.1 feet. III II I t..-11 12. Any dewatering necessary for the completion of the sitework shall be considered as part of 1; el tit the contract and shall be the Contractor's responsibility. 1 13. The Contractor shall coordinate all work within To" Road R.O.W. with South Burlington Public Works Department ij 1 I III ` r 14. The Contractor shall Install the ga% electrical and telephone services In accordance with the II m utility c-ni,mles requirements. �I 15. Existing pavement and tree stumps to be removed chill be disposed of at on approved ott- .II II I -il A.B. POmef/eau site locution. All pavement cute shall be mode with a pavement sow. MATCH IX I I11 r 16. I1 there ore any conflicts or Verificatiokfs with the plans in es, on the Item the Contractor r ItiSIDEWALK l � shill contact the Engineer far wrlflcatlon before work continues, on the Item In question. 1 1VEWUGFLE1- 6E REMOVED 1 1 INE (VERIFY , , 30 Bu 1 City of South rlington limp, I �' ; E a CK /1 tit 31(' 1 C 3 I {- INV 312.9 PROPDSED SUF.E.DIN G _ 318 W 1 ` 15 .; I J I ` I rj NEW LINE w/ yr GnSF..• 35 1' d PROPOSED OUMPSTER B �'� '- 4 le I Will RECYCLING ENCLOSURE Wl : 6 HIGH STOCKADE FENCE J FOR SCREENING PURPOSES ,,,,, A.B. Pomerleau / 1 / / / 1 / 1 1 / City of South Burlington / I I 1 ^ 1 _ I 3 1 t11. I _ 1 r-MATCH EX CURB AND PAVEMENT 6 i! F IX. CB fain-313.10 INV 6il-307.33 INV 12'E-306.06 INV 16'S-305.90 RAISE RIM TO FINISH GI 8 INSTALL SOLID COVE) 1 I Ex, '1 ,2 YA / � I3.2 INV 16-N-305.14 r', INV 18'5-305.07 RAISE RIM TO FINISY 95 E - °DO NOT EN SIGNS ax6TAPPING SLEEVE 8 VALV RECEIVED SEP 12 2005 City of So. Burlington LEGEND i. EXISTING CONTOUR 136 PROPOSED CONTOUR PROPERTY LINE I:. _. _. ._.... SS GRAVITY SEWER MAIN W WATER MAIN . ----.-UE UNDERGROUND ELECTRIC UT UNDERGROUND TELEPHONE ----- ---ST STORM DRAINAGE LINE m SEWER MANHOLE ® STORM MANHOLE 0 CLEANWT C.D. HYDRANT 0 SHUT-OFF ® CATCH BASIN lso LIGHT POLE - SIGN -✓^�°-'w� EDGE OF WOODS/BRUSH ---- DRAINAGE SWALE SITE ENGINEER: f CIVIL ENGINEERING ASSOCIATES INC. aa- ®coos - m®von MJW mcssa SAV 4PPa0Y® SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT t 1pt,� 116 , 69 r c: I y .... LOCATION MAP 1" = 1500 o4n �® Rms1oN PROPOSED SITE PLAN as OBeealc nr!s�x SEPT., 2005 1�= 20' C 1 17801. NO. 05122 LEGEND E)QSTING CONTOUR 136 PROPOSED CONTOUR — �- PROPERTY LINE — —SS GRAVITY SEWER MAIN — —FM FORCE MAIN — — W WATER MAIN Ss 6' SEWER SERVICE LINE ________ W 1 1/4'WATER SERVICE LINE — —UET UNDERGROUND ELECTRIC h TELEPHONE — —ST STORM DRAINAGE LINE ® SEWER MANHOLE ® STORM MANHOLE O CLEANOUT Ix HYDRANT ® SHUT-OFF ® CATCH BASIN 0.0 LIGHT POLE SIGN RIP RAP -✓`^�1.�^ EDGE OF WOODS/BRUSH ----- DRAINAGE SWALE RECEIVED SEP 12 d, 3 City of So. Burlington SITE ENGINEER: AIAL rf CIVIL ENGINEERING ASSOCIATES. INC. coPrmcer ©mm - ua Ru:Rre mevm RR111N MJW c c— SAV MPRO SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT III LOCATION MAP I.. Iwo RAn CRRC<eD RRY ON EXISTING SITE PLAN an ORANRiG NWIBRR SEPT., 2005 l.. 20 C2 PRO]. NO. 05122 AWWA HYDRANT, VALVE AND APPURTENANCES AS PER SPECS COARSE GRAVEL OR PEASTONE TO 1 CY VOLUME ADJUSTABLE IRON w VALVE BOX W/COVER MARKED "WATER" f� O U 7 ooP o �goo S 6" D.I. J1 PLUG HYDRANT DRAIN TOPSOIL, SEED k FINISH GRADE I ANCHOR THRUST TEE BLOCK A D/: SOIL 3/4" CRUSHED THRUST STONE ANCHOR COUPLING OR SPOOL PIECE BLOCK WITH MEGA -LUG GLANDS NOTES: 1. ALL FITTINGS ARE TO HAVE MEGA -LUG RETAINER GLANDS. 2. PRIOR TO POURING THRUST BLOCKS ALL FITTINGS ARE TO BE WRAPPED WITH 4 roll. POLYETHYLENE. HYDRANT ASSEMBLY DETAIL N.T.S. EFFECTIVE A MINIMUM ONE FULL BEARING AREA BURIED GATE VALVE LENGTH OF PIPE (WITH CONCRETE , SUPPORT VALVE �.-.� & ANCHOR �• RUG UNDISTURBED UNDISTURBED SOIL VALVE/bEAD END REDUCER SOIL NOTE: KYA- PLACE 3 MIL (MIN.) POLYETHYLENE SHEET BETWEEN ALL CONCRETE S. THRUST BLOCKS AND LIM PIPE AND/OR FIrnNO5 j TO PREVENT BOND. UNDISTURBE �a SOIL 4 TEEDISTURBED 90 OR 1151 /4? BfS4SOIL 0 KT3 Tr MINIMUM�OF�ING SURFACE OF CONIC. THRUST BLOCKS IN muAlw r 1 3" 4" 6" 8" 12" CONo'noN SAFE BEARING LOAD INDS e as. e.& u' FLIL 22D' LTB. a Fso U .R n8 22e' FLIA 1® MID' F- M' EL& - 2z5' A eC - U F18 - a t w EL" 's " w O& 0.5 0.5 0.5 QS 0.5 1.0 0.5 0.5 1.0 1.5 1.0 0.5 20 2.3 1.5 LO 4.0 5.5 3.0 1.5 SOUND SHALE 10,ODO 1.0 1.0 1.0 0.5 1.5 2.0 1.0 0.5 3.0 4.0 2.0 1.0 4.5 6.5 3.5 1.0 10. 11 1.1 20 4.000 1.0 1.5 1.0 QS 20 2.5 .5503.01.56.0&5 5.0 25 13. 1& 10. SO 3.000 1.52S 15 1.0 25 3.5 2201A S.S 7.S 4.0 2.0B.013.0 7.0 &5 20. 27. 15. &0 2,000 3.0 4.523 1.5 S.0 7.0 tO.S t& e.0 a.01&0 14. 7.0 9. 5. 30. 15. CLAY 1,000 MAXIMUM WATER PRESSURE 300 P9 NOTE REDUCER BEARING AREA - 45' BEND OF LARGER PIPE THRUST BLOCK DETAILS N.T.S. NOTES 1. TAPPING SLEEVES AND VALVES ON Call) TRANSMISSION MAINS ARE TO MEET THE CHALMPLAIN WATER DISTRICT "STANDARD SPECIFICATION FOR TAPPING SLEEVES AND TAPPING VALVES" DATED NOVEMBER. 1992. ALL OTHER TAPPING SLEEVES AND VALVES ARE TO MEET APPROPRIATE DISTRIBUTION SYSTEM SPEOFICATH 2. WET TAPS SHALL BE PREFORMED BY PRE -APPROVED FIRMS ONLY. 3. ALL FITTINGS THAT ARE TO HAVE CONCRETE POURED MOUND THEM ARE TO BE WRAPPED WITH 4 Inl. POLYETHYLENE PRIOR TO CONCRETE PLACEMENT. UNPAVED PAVED APPROVED BACKFILL THOROUGHLY COMPACTED IN 8" LIFTS RIGID INSULATION AS REWIRED. USE 1" OF INSULATION FOR EVERY FOOT DEPTH OF PIPING IS LESS THAN 6'-0" NEW WATER LINE THOROUGHLY COMPACTED SAND BEDDING UNDISTURBED SOIL OR ROCK TYPICAL WATER TRENCH DETAIL N.T.S. Nate: All work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, and the Village of Jericho. Details should be modified to the above reference specifications. MANHOLE WALL MANHOLE OPENING ABOVE HU W N {, i FINISH GRADE IRON VALVE BOXTH COVER MARKED "WATER"TAPPINGSLEEVE VADJUSTABLE TAPPING VALVEqtt L-LEXISTING MECHJOINT WITH "MEGA-LUG" WATER MAIN RETAI. OR APPROVED EQUAL «PPE OI OFER TION I TFIRST SOIL 33/4- CORPOOR ROCK LENGFOR CLASS B CONCRETE CONCRETE -3/4" CRUSHED STONE THRUST BLOCK BEDDING (MIN. 12" THICK) (SIZE DETERMINED 4 MIL POLYETHYLENE BY SOIL CONDITIONS) BETWEEN FITTINGS AND CONCRETE TAPPING SLEEVE & VALVE DETAIL NTS SHELF AND INVERT ..-0" MIN. !ADIUS PLAN LEBARON FRAME & COVER LC286 TYPE C OR EQUAL ADJUST TO MEET FINISH GRADE. NOTES: 1. Compaction of backfill and bedding shall be a minimum of 90% (95% under roadway surfaces) of maximum dry density determined in the standard proctor test (ASTM D698). 2. Bedding material shall not be placed on frozen subgrade. 3. Approved backfill shall not contain any stones more than 12" in largest dimension (6' in roadways, 2" maximum diameter Within 2' of the outside of the pipe), or contain any frozen, wet, or, organic material. 4. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during Installation of pipe and bockfill. 5. In trenches with unstable materials, trench bottom shall first be stabilized b placement of filter fabric then crushed stone �3/4" maximum). 6. The sides of trenches 4' or more In depth entered by personnel shall be sheeted or sloped to the angle of repose as defined by O.S.H.A, standards. SET FRAME ON FULL MORTAR BED & SEAL JOINT CONCRETE RISERS FOR ADJUSTMENT k112" POLYPROPYLENE MANHOLE STEPS O 8" O.C. WATERTIGHT JOINTS USING 1 a MASTIC OR RUBBER GASKET 48" COAT EXTERIOR OF ENTIRE MANHOLE WITH A it WATERTIGHT SEALANT (2 COATS) ., CAST IN PLACE FLEXIBLE MH SLEEVES OR APPROVED EQUAL RISE (TYP. ALL PIPES) USE 3" (MAX.) STUBS AT ALL MANHOLE PIPE CONNECTIONS W112' NCRETE FILL TO HEST CROWN OF PIPE MIN. 6" MIN. CRUSHED ELEVATION STONE BEDDING NO1E4 1. NVMTS TO BE CONSTRUCTED ONLY AFTER SUCCESSFUL COMPLETION OF LEAKAGE TEST. 2 EX OR JOINTS SHALL BE SEALED ONLY AFTER SUCCESSFUL COYPIETION OF LEAKAGE TEST. 3 INTERIOR JONNS SHALL NOT BE GROUTED. 4. IF DEPTH OF MANHOLE IS r DR LESS FROM RIM TO CENIERUIE INVERT. THEN A MT TOP SHOULD BE SUBSTITUTED FOR THE CONE SECTION. TYPICAL SANITARY SEWER MANHOLE N.T.S. WATER MINIMU BETWEI SEWER TOPSOIL, RAKE, UNPAVED: PAYED SEED & MULCH NOTES: 1. Compaction of backfill and bedding shall be a minimum of 90% (95E under roadway surfaces) of maximum dry densityy determined In the M1<. standard proctor teat (ASTM D698). APPROVED BACKFILL i THOROUGHLY COMPACTED 2. Bedding material shall not be placed on frozen IN 8" LIFTS bgrade. s K RIGID INSULATION AS 3. Approved backfill shall not contain any stones REQUIRED. USE 1" OF more than 12" in largest dimension (6- In N INSULATION FOR EVERY roadways, 2" maximum diameter within 2' of lr FOOT DEPTH OF PIPING the outside of the pipe), or contain any frozen, IS LESS THAN 5'-6" Wet, or organic material. D PVC SEWER PIPE 4. Trenches shall be completely dewatered prior to placing of pipe bedding material and kept dewatered during installation of pipe and backfill. THOROUGHLY COMPACTED 5. In trenches with unstable materials, trench ' BEDDING MATERIAL bottom sholl first be stabilized byy placement of flit. fabric than crushed atone (3/4" moxknum). •�.rK Kk... ,r„� 6. The sides of trenches 4' or more In depth entered UNDISTURBED SOIL OR ROCK d orO.sloped I. the cngberos�roposeaalabe h-tned ds. 7. Bedding material shall consist of cashed stone, g�awl on -and with a maximum size of 3/4". Submit o sample to the Engineer for approval. TYPICAL SEWER TRENCH DETAIL N.T.S. NOTES: 1. PROVIDE A MINIMUM 18" VERTICAL SEPARATION BETWEEN THE WATER LINE AND THE SEWER UNE. IF THIS SEPARATION CANNOT BE MAINTAINED, CONTACT THE DESIGN ENGINEER FOR DESIGN REVISIONS. ALL REVISIONS MUST BE APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (WATER SUPPLY DIVISION). 2. MAINTAIN 10' MINIMUM SEPARATION (HORIZONTAL) BETWEEN THE SEWER LINE AND WATER LINE 3. PROVIDE ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER/WATER LINE AT ALL CROSSINGS TO PREVENT SETTLEMENT OR ANY DAMAGE. WATER/SEWER CROSSING DETAIL N.T.S. RECEIVED SEP 12 ?m City of SO. Burlington SITE ENGINEER: t^ CIVIL ENGINEERING ASSCYCIATES, INC PO ROX If StIELDUFNE, V7 UtiIS2 carrnaer ®sees - Au vam essesvm DIM1N MJW ScHssc® AV SATRROYm AV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT WATER AND SEWER DETAILS VA. DRA-. NTII®® SEPT., 2005 SCUUI AS NOTED C3 two. so. 05122 SIDEWALK WIDTH AS SHOWN ON PLANS HANDICAP RAMP NOTES: 1. THE DIMENSIONS AND GRADES SHOWN ON THIS STANDARD WILL BE 5" CONCRETE SIDEWALK ADHERED TO N THE DESIGN AND THE CMSTRUCRGN OF SDEWAIA RAMPS . WHERE SIDEWALKS RUN ADJACENT TO ROADWAYS ON STEEP (`OR GREATER) GRADES, RAMP GRADES WILL BE AS MT AS POSSIBLE ON LOW SIDE OF DRIVES AND INTERSECTING SIDE STREETS, RAMPS �000°o Ic° o°o o o SHALL SLOPE TOWARDS DRIVE OR SIDE STREET W 21L ) Y 2. NOMINAL RAMP DIMENSIONS: GRAVEL SUBBASE 6• RAMP WIDTH - 1I MINIMUM IS. RAMP SLOPE - &3% MAXIMUM UNDISTURBED SOIL OR APPROVED SURE SLOPE - 10% MAXIMUM COMPACTED GRANULAR FILL RAMP GROSS SLOPE - 2GK MAXIMUM NOTES: 3. A LEVEL LANOIIC (NO GREATER THAN ZO% SLOPE IN ANY 1, EXPANSION JOINTS SHALL BE PLACED EVERY 20' AND SHALL BE DIRECTION) $HALL BE PRCA ED AT TIf TOP OF SIDEWALK RAMPS TO ALLOW FOR STEPPING AND YALEI1VI76NG OF M#FICIIARS. CONSTRUCTED OF PREFORMED JOINT FILLER (1/4 CORK OR BITUMINOUS TYPE) 4. LEVEL LANDINGS AT THE BOTTOM OF PERPENDICULAR RAMPS 2. BETWEEN EXPANSION JOINTS THE SIDEWALK SHALL BE SHALL BE WHOLLY CONTAINED WITHIN MARKED CROSSWALKS DIVIDED AT INTERVALS OF FIVE FEET BY DUMMY JOINTS. 5. DUMMY JOINTS SHALL BE PROVIDED AT TRANSITIONS (GRADE CHANGES) TYPICAL SIDEWALK DETAIL AT Tam AND BOTTOMS OF RAMPS AND EWES. N.T.S. 6.VERTICAL DROP-OFF OM TO RAMPS WILL NOT BE BUILT UNLESS THE RAW ABUTS AN AREA WHICH WILL NOT BE USED BY PEDESTRIANS 7. NO VERTICAL'LP' OR 'CURB REVEAL• WILL BE PROVIDED WHERE THE RAW ADJOINS THE ROADWAY. & AT MARKED OBSSWAIRS, THE FULL WIDTH OF THE RAMP OR LANDING SHALL BE CONTAINED WITHIN THE PAVEMENT MARIONGS 3' BITUMINOUS CONCRETE PAVEMENT: V MIN. SHOULDER B. WHERE POSSIBLE. RAMP FLARES SHOULD BE LOCATED 1" TYPE IV FINISH COURSE OUTSIDE THE DIRECT LINE OF TRAVEL MOST UKELY TO BE FOLLOWED 2" TYPE It BASE COURSE BY THE VISUALLY IMPAIRED. 10 SIGNS PM PLANTER$ MAJ BOXM ETC. SHALL NOT BE LOCATED MERE THEY WALL INTERFERE WITH THE USE OF SIDEWALK RAMPS SEE PLANS 11. WERE POSSIBLE SIDEWALK RAMPS SHOULD NOT BE LOCATED WHERE AS SHOWN USERS MUST GLOSS DROP INLET GRATES MANHOLE COVERS OR OTHER PLANS) ° ACCESS LDS P THIS CANNOT BE AVOIDED THEM (RATE DESIGN AND t PLACEMENT SHALL CONFORM TO ADA REOUINFllENTS 12' CRUSHED GRAVEL (COARSE) 12. CURB MANAGE SHOULD BE CONSTRUCTED SO AS TO PRECLUDE THE FLOW OF WATER PAST THE SIDEWALK RAMP. 4" TOPSOIL --COMPACTED SUBGRADE--- — 13, JOINTS WILL BE CONSTRUCTED N ACCORDANCE WITH CURRENT SIDEWALK EXPANSIONJOINTSTHE y - STABILIZATION FABRIC MIRAFI RAMP � WILLBEHOWEVER GREW 60OX OR APPROVED EQUAL It E.OP.. EDGE OF PAVEMENT TYPICAL ROADWAY SECTION 1S THE PUBIC SIDEWALK CURB RAMP STANDARDS DEPICTED HERE MAY NOT BE APPROPRIATE FOR ALL LOCATIONS FIELD CONDITIONS N.T.S. AT INDIVIDUAL LOCATIONS MAY REQUIRE SPECIFIC DEWM DESIGNS MIST BE CONSISTENT WITH THE PROVISIONS OF THIS SHEET TO THE MAXIMUM EXTENT FEASIBLE ON ALTERATION PROJECTS AND WHEN STRUCTURALLY PRACTICABLE ON NEW CONSTRUCTION PROJECTS AS REQUIREDBY THE AMERICANS WITH DISABILITIES ACT ACCESSIBUTY GUIDELINES. TOP L&rCOURB) LAN FOREND TRA SLOPE NSITION r� 6,-Cr 'FINISHED GRADE OF ROAD PAVEMENT TRANSITION CURB N.T.S. TOP COURSE BITUMMWS CONCRETE PAVEMENT SITE ENGINEER: r� EXAMPLE I: SIDEWALK ADJACENT EXAMPLE 2 : SIDEWALK AND CURB TO CURB SEPARATED BY MASS STRIP DETECTABLE WARNING LEVEL LANDING CIVIL ENGINEERING ASSOCIATES. INC. W/ DETECTABLE CURB RAMP WARNING g B •:-,; r.:,, z. r I, .�• ,, _.. 4AL: eorTNTDar ®ease - uz moan 1�m1 • • • • ASDEWALK MJW �-I 24• OURB CB3,— MIN. SAV APPBOYm 6' MIN. 6MIN. SAV RAMP B' MAX CURB RAMP 6' MAX OWNER: �MN LANDING `� ROADWAY 4" w ROADWAY _ SURFACE5.�'�"� EIGHTY MIDAS ADJACENT MAXMAK ADJACENT MAX &Jx MAX ro T B. MAX. TO w T DRIVE, LLC DETECTABLE WARNING DETECTABLE WARNING N EXISTING GROUND - -2n :... .... rL OF 1 1 12" EROSION CONTROL MATTING IN T-1 DITCHES w/PROFILE GRADES —I- • TOPSOIL a.'sr - EXCEEDING 5%. STAPLE AS PER MANUFACTURERS SPECIFICATIONS GRASS LINED DITCH N.T.S. BASE COURSE BITUMINOUS /— PAVEMENT PAVEMT w � iCRU97m (PRAVEL BASE ° 1 CRUSHED GRAVEL SUB -BASE MATERIAL '.. " 1. CURSING SHALL BE CONSTRUCTED N lo' SECTIONS MTN 1/0' "T BETWEEN SECTIONS x CURSING EXPANSION JOINTS 94ALL BE CONSIRUCTED EVERY 20 AND SHALL BE CONSTRUCTED OF MATERIAL CCNfORMING TO AAS Hro OE9CNATION M-IW (1/Y S GE RUBBER M COED(} CURB DETAIL N.T.S. TOP COURSE BITUMINOUS CONCRETE PAVEMENT CONCRETE OR BRICK PAVERS 1/2' R. _ g' (SEE ARCH. PUNS) BASE COURSE BITUMINOUS CONCRETE PAVEMENT 7 5' o°D"c°o°o°o° . a:.:. A 18 00000c 000,°�,�oo� 6• �orCRUSHED GRAVEL SFINE�� oc°°000 ° o 0 0 • oo Tcoo�oo° %� ° °. }. CRUSHED GRAVEL i SUB_ BASE (COARSE) 1. CURBING SHALL BE CONSTRUCTED IN 10' SECTIONS WITH 1/8- JOINT BETWEEN SECTIONS. 2. CURBING EXPANSION JOINTS SHALL BE CONSTRUCTED EVERY 20' AND SHALL BE CONSTRUCTED OF MATERIAL CONFORMING TO AASHTO DESIGNATION M-153 (1/2- SPONGE RUBBER OR CORK). 3. ASPHALT TREATED FELT TO BE USED BETWEEN SIDEWALK AND CONCRETE CURB TOP. CURB w/SIDEWALK DETAIL N.T.S. SECTION A —A SECTION 8—B 80 MIDAS DRIVE SOUTH BURLINGTON aAe TRANSITION VERMONT 05403 7-0' LOAN. TYPICAL HANDICAP RAMP — TYPE 1 PRarecr: N.T.S. WRB SECTION C-C PROPOSED BROOM FINISH m FUaLLF RW su(TH VERMONT TIP FEDERAL /4TCREDIT UNION DETECTABLE WARNING PLACEMENT r DIRECTION OF 80 MIDAS TRAM DRIVE 50%MNIMUM TO SWINE PATTERN, PARALLEL ALIGNMENT SOUTH BURLINGTON 65% MAXIMUM OF VERMONT BASE DIAMETER a2.4* ADJACENT SURFACE OL RAMP LEVEL tAN'CT�-4 DETECT WARNING NOTE / 5) P 9' MM.. 1.4' MAXX DETECTABLE WARNING DETAILS N. O DETECTABLE WARNING NOTES: BASF SPAC14G 1. DETECTABLE WARNING SURFACES SHALL BE PAID FOR AS SPECIFIED N THE CONTRACT. 2 CONCRETE ADJACENT TO ALL DETECTABLE WARNINGS SHALL HAVE A BROOM FNISK 3. THE COLOR OF THE DETECTABLE WARNING SHALL PROVIDE A VISUAL CONTRAST TO THE SURROUNDING SURFACE AND SHALL BE AS SPECIFIED N THE DOCUMENTS 4. TRUNCATED DOMES SHALL BE ALDO ON A SQUARE GRID N THE PREDOMINANT DIRECTION OF PEDESTRIAN TRAVEL.. S FOR SURFACE APPLIED TRUNCATED DOME PRODUCTS, A MAXIMUM 0.25' VERTICAL CHANCE N LEVEL IS ALLOWED. FOR CHANGES N LEVEL BETWEEN / 0.25' AND 0.50•, A BEVEL WITH A MAXIMUM 1:2 SLOPE IS REQUIRED. CHANGES ol LEVEL GREATER THAN MUST BE AS A RAMP 8. - (114� &31< MAXIMUM SLOPE J ` U 6. SEE THE CITY OF SOUTH BURLINGTON FOR A UST OF ACCEPTABLE DETECTABLE WARNINGS MANUFACTURERS AND COLOR FOR ANY WARNINGS TD W MST,�l�� WITFRN THE PUBJC RKHT-OF-WAY. DETECTABLE WARNINGS ON THE U.V.TY SHALL BE INSTALLED IN ACCORDANCE WITH U.V.M. REQUIREMENTS Of� DETECTABLE WARNING DETAILS o eUn�ngto N.T.S. ALL JOINTS SHALL BE OR ... SM AND COATED WITH O PAWING EMULSIFIED ASPHALT PAVE7MA— . SIT. PAVEMENT PRIOR TO PAVING °TH 90�'STORM PAVEMENT2' AND _ TYPE AI 2- TYPE ROADWAY DDC,sAVUNM MCATALLaODw HGERWA n°w UU UMU MIN. UUC DETAILS VIBELT) CRUSTED COU UUO U O'a U UUUUO U PRo Mirrxa MM IIKyNUN (x WocMrs 11E ,ReEDRy TMR1C ALL _ CDII111ACIM 9H1. NOT RDIDI W1NN TILE a.0.w wTHWT APPRHnIurz CaysTlelCllpN aCIaND 1 ALL a.G1GLL SMUT X y.DE IN LI (T) D<n DATE DR1111NG NUT®® AND GJYPACIED ro NpT (ES$ THAN HIS{ I'I-...:. D + 2' TR NIGH SEE TYPICAL yAayUY TINY pDlatt ACCOPOND ro ASHY (CAVA ON MIN. :. TILL TRENCH DETAIL DeYn EDP AGE EMs Nc ROAD s ePem Ae NE rsaAar. SEPT., 2005 SCALE AS NOTED C4 REPLACEMENT OF EXIST. PAVEMENT "� Pao. — 05122 SECTION 02225 - UTILITY TRENCHING AND BACKFILLING PART 1 - GENERAL 1.01 SUMMARY A. Secll- Include. 1. Trench. mcJdll, and compact as apwif ad herein and as needed far In wlatlon of underground utilities located 5' -laid. the buldngs. 1.02 QUALITY ASSURANCE A. Us. adequate number of skilled room- who we thoroughly trained and experienced In the y crake and who we completely famllor with the spedfled r,mkomwto and the method. needed fm proper pw1mmonce of the wark of this section. B. Use equlpmnt adew,le In size. capacity. and numbers to IIIonpllM the work In a truly manner. C. Comply with an rams -Monts of gowmmentd agencies having pri.dkten. PART 2 - PRODUCTS 2-01 SOIL MATERIALS A. Fill and bad,flll material. 1. Provide baddll materials free from organic matter and ,aetMsus substances, containing no rack. ar lump. 8' In grentest dimension. 2. Fil motors is euWact to the approval of the Ergn ere and Is that malra removed from excavations a Nnpotea from off -alto borrow awe, Predanln0ntly fir t tar, non-ep-dw sot frw from root. and other ddatMax. matter. 3. Do not prmlt rocks having a dimension greater than 2' ,]thin 2' of the outside of pip. 4. Cchssenlw metre used far backflll: ProNd. vend free from ymle material and othr f-sign matter, and as approved by the Enginser. PART 3 - EXECUTION 301 PROCEDURES A. Existing Utnitis. 1, Unless Mown to be rem-ed, protect active utility Ines Mown an the drawings w otherwlse mods known to the Contractor prior to trenching. If damaged, report or at no additional cost to the Owner. 2. When existingrou g undrgnullitkm Mich are not scheduled for orhoW or abandonment. or. Ma-ntrad In axcovaten, they Mall be adequately supported and Prowled frail domogo. My damage to utlltles sholl be repair promptly at no additional cost to the Owner. 3. If the service 1. ntrmpted I. a result of work -der this awls-. Immediately r w1 w. owvlce by repairing the damaged utility at no odllland mast to the Owner. 4. If existing ullkir are found to htrfre with the permanent facllliss being constructed under this .action. Immediately notify the EngInew and secure his IneWctlon.. 5. Do not proceed rIth permanent relocation of utnitlw tl wrlttn Instructions ore received from the Engineer. B. Protection of person. and property 1. Barricade apn hap and d,prwl-, accruing as part of the wort. and past warning light, an praprty adjacent to or rIth public access. 2. Opwata owning lights during hcure from dunk to dawn coon day and be othrwlas required. 3. Protect sWeturaa, utlIftI , .Idwrdlu, paw -ant. and other focihisw from damage caused by saltlemnt lots m -ent .-pout and other hazards awted by pwatknsundr this section. C. D... terng. The Contractor, at all tin•, Mall conduct his operations w ce to prevent the m-mulaten of rater. Ica, and now n excowllons or In the vicinity of e,cawled proprand to prevent ,tw from Interfering with the m of quality of the yak. Under no conditions Mail watw be allowed to ri.a n pen trenchss after pip. how been paced. D. Accumulated water, Id, and enow Mail M promptly removed and dip ... d o/ by pumping a other approved m Dlapowl Mail be I,d t n a which all not o; wh a hazwd to public hedlh, nor ss spry to public Private property, work. completed or In w grm,.er public street, any Intw/wince In th� of Crests and rood by the public- Pipes u der structon Mali not be used fa drainage of sseawlen. E Maintain occeras to ad'pcenl areas at oil tern. 3.02 IRENCHNG A. Co. Mall be sxr.hwl by the C-tractor to aWd disruptng the proton of saisting facilities without prlor written approval o/ the Enghow. B. Provide Meatnq and Mang necessary for Protection of the wank -d for th re _forty of peers- 1* 1. Shooting and brwinq required for trenches Mail be remow0 to U• r esult- of ofMe pip. but no Meetingwill be at d to be pulled, rem-6 , or disturbed below the pipe. C. A torch Mall be --.led to the rwml ad depth and to a width auffidant to allow for pining of the pipe and compaction of the bedding and bockfill material under and vend the pp• there fe..be. tranon cull. Mo11 be. vertical. D. The completed trench bottom Man be firm for Its hull length and width. E. If Indicated an the piano or directed by the Engines, pow f-ndatkn matwa enmo,ntr.d below the normal grads of the pips bad Mall b• removed and replaced with granular b-1,01. F. Whwe pipes are to be placed In embankment fill, the xcw aten Mall be made aft. the embankment hce been cipe plated to a height of 3 feet plus the diameter of the pabove the d-Igned grate of the pipe. G. Excavating for appurtenance. 1. Exmvob tm m-halss and similes structure to a distance sumcint to leaw at Iwart 12' door between sir wrfocosand the enbwkment or Mang that may be sad to hdd and protect the bank. 2. Ow-dpth exmwtlon beyond such appurtenances that has not been dratted will be considered unauthorized ill wile wn4 grow, a Iwan canmet. as directed by the Enginer, and at no odditz.1 coat to the Owner. H. Excavation Mall not Interfere with normal 45' bearing splay of foundation, I. All tran ping Mail be In am -dance with the latest OSHA requirements. J. Where utility runs trays• public property or are sub)mt to governmental or uHRy company prledctim. provide depth, bedding, man, and other nqurenenta as set forth Dy legally constituted authority having priwlctkn, but In no cow lass than the death shown in the Contract Document, K. What torching occurs In ssl,ting lawns, remow turf In lions and keep damp. Real- Wrf up- completion of the backf111ng. 3D3 BEDDING A Pipe .hall Bbee ding Meac plaad to theNlimit. oor to f pipe.ing e excavation material and to depth benwth the pipe as spwue lfled. This mat Mall be either =d prowl, ar Crushed slans and shall not con tainloge lump. and atonss over -. Inch Indi metro. As the pipe Is Iola, bedding material Mall be extended to 6" above the pip. and leveled long the width of the trench. 304 BAC FILLING A. Bockflll Ing Mall not be d-a In freezing weathr, with frozen material, w .hen material. already placed are frozen. B. Unless otherwise w-I led - indicated on the plan., material used fan back,fliing trenches above the beading Do shall be sultchle moterld which era removed during ovation w obtained from barrow and.when compacted Mall maid, a tlenss stable fill. Th. matrlal hall not contain ,station, porcua matter, ma of root. Individual roots -. thon 18 In;. long or 1/2 Inch thick, - at-- greater than 50 pounds or larger than sl, Inches in the widest aknen.l-. C. If oddltbnd atrial 1. required, It Mall be fumishea from apprawd acurce,. 0. Backfiil material Mall be evenly pread and compacted in Iles not more than 12 Inches thick w as approved by the Engineer. Previously placed or new metres Mail be moistened by eprnkng. If required, to ensure props, bond and compoctlon. E Reopen torches anion how been Improperly backinlad, to 0 ap.h ce required fan p compaction. R,91 and compact podfled, otherwise correct to the approval f the Enghwr. F. Should any of the rack be w endowed or wed up before R has been approved, un all such .ark and, after approval. have been madoa�81 and compact as specified, all at no additional cant to the Owner. G. Take pwa car• in lamming and bedding operations to not damage pipe and pipe coating. H. No compacting Mall be done when the material Is too at to be compacted property. At such times the work shall be suspended until the prewady paced and new materials haw dried out suflldenlly to permit proper conpactbn, m wch other wax outlons are token ors may be necessary to chtaln Proper compocllon. 1. Backnl matMal all be coopact d to the lNowng percentage, of maximum dry density and the In -plat. m.i tur. content Mall not be more than 2X above the optimum moisture content, as determined by Standard Procter ASTM D8. i. 98 Arm all •tmeturee. under roadway paving, shoulder embankment. - 95X 2. An other area. - BOX 305 LEST FOR DISPLACEMENT OF SEVII AND SRIRMDRAMS A Check seew. and stormwom; to determine whether dlao.. ant has occurred alter the trench has been boakf w to above the pipe and has been compacted as specified- B. Flesh a light b•twww monholss or. N the manholes haw not yet bow constructed, between the locations of the manholm by moon, of 0 flashlight or by reflecting sunlight with a miser. C If the Ruminated Interim of the pipe line show poor alignment displaced pipes, a any other defects correct the d fwts to the apeclOwd condition. and of no additional cost to the Dwnw. SECTION 02210 -SITE: EARTHWORK PART 1 - GENERAL 1.01 SUMMARY A Section Includes: 1. AI uOlty and slteams--vatian (unlm cowed In abhor section. o/ ors a specifications). yen and stockpile of topsoil, etMil,,tbn fabric, and other miscNlanocus k. and appurtenant wor 2 site inning. 3. Room.y/paMnq lot structural ewtn. 1.02 REFERENCES A ANSI/ASTM C136 - Standard Test Method for Sieve Analysis of Fine and Coarse Aggregate, B. ANSI/ASTM DOM - Standard Test Method Im Laboratory Cmpaction Chmacterletl- of Sol Using Standard Effort. 1.03 PROTECTION A Protect bench mark and existing structure, B. Protect above and boor grade uIT1111- which ore to remain, 1.04 SUBMITTALS A Testing laboratory reports Indicating that material fa backnll meets requirements of this Swll- 8. Fad density test reports of site 1111 In place. C, fled density test rports for roadway structural sections In Ph_L 0. Stabllzaten Fabri= Submit .piss o/ manufacture. spedncotins and netailotln n.tructlns. PART 2 - PRODUCTS 2.02 CRUSH ED GRAVEL A AI motrlal, Mall be secured from approved source, This growl Mall consist of angular and rmnd fragments of hard curable rod: o/ uniform quality throughout - reasably free from thin elongated places, wft - disintegrated star, dirt, mg-1, or othr ob)wtenobla matter. This material Mail most the following gracing requirement. Percent by Welghi Sew D.Mgnatl- P... ng Square Mean Sew Fn.. 2' 100 1 1/2- 90 - 100 No. 4 30 - 60 No. 100 0 - 12 No. 200 0 - 6 Coors. 4" 95 - 1130 No. 4 25 - 50 No. 100 No. 200 0 - 12 0 - 6 2.03 AGGREGATE SURFACE COURSE A Ag9clean. hardf gro-,face l Oe-vied gravel orWuld- wholl -.had col-.mit o/ l shall be yeas -ably free from o11t. loom, day w organic matter. It shall be obtained from approved scurea.. B. GYadrng. Thb material shall be uniformly graded from ss to fine and sholl most the following grading mukement. Percent by Weight Slow DeaignaU- Passing Square Mesh Slaw 1 1/2" 100 1" 90 - im No. 4 45 - 65 No. 100 0 - 15 No. 200 0 - 12 2.04 COMPACTED F1LL/CRANULAR Bomow A. This material Mall be free of shol, cloy, viable material, debris, and organic malty, graded In oc .orlon,, with ANSI/ASTM C136 within the following limit. Prcenl by We » Slaw DesMothgnati- Passing Square Moth 6' 100 3/4' 75 - 100 No. 4 20 - 100 N. 100 0 - 20 Na. 200 0 - 12 2.05 GEOTEXTILE STABILIZATION FABRIC A. This work Mail -.let of fumlahng and placing an the approved limit. wlronthe pi-. Th l nfabric ep fabric Malmeet surface within Moor txteed the following propwllos: Grub tonsil. strength (ASTM D-4632) - 200 b. 2. Grab tn.l..Iongotlon (ASTM D-4632) - 15% 3. Punct...t-gth (ASTM D-4633) - 120 b. PART 3- EXECUTION 3.01 PREPARATION A Identify required Inw, love,, contaum and datum. B. Identify known below grade utlltI- Stake and nag locations. C Maintain and Protect existing utVItkw r-.L Mg which pore through work area. 0. Upon discovery of unknown uU ty or conceded conditions, cos antinuw affected rock; notify Enghar. 3-02 EROSION CONTROL A. Erowlan control must be Installed prior to beginning any wrthrork operation, 3.03 TOPSOIL EXCAVATION A. Excavate topeol from areas to be ex twin rV-d-aped or regraded and atockpne Inorws designated •Ito or ss dtected by the Engineer. B. Maintain the ato *pie In a mm ne, which rill not M.tnuct the natural now of drohoge. 1. Maintain .tockpl, free from debris and troll. 2. Keep the lopaol damp to prevent dust and trying col. 3.04 SUBSOIL EXCAVATION A. Excavate subsoil from areas to be regraded In accordance with plan. B. Excavate subwl required to accommodate building laundotkn. slabs an grade, site structure. construction opootlo road. and parking owe. C Grade tap primetr of ssmvatlon to prevent surface at. from droning kilo a,cawlen. D. Notify Engineer of unapwlad subsurface conditions and dlecontlnue dfnled work in arw until notified to -me rock. E. Correct areas -a voted by wror as directed by the Engheer at no .at to the Owner. 3.05 DITCHES A Cut accurately to the orou-eacten,, armies, and elevation,r Mon. B. Maintain •,covatlons free from detrimental qu-thles of leaves, stair, trash, ond other debris until completion of th, work. C. Disp x e of --anted materials as Mown an the drawings - directed by the wile Engineer, except do not. In any case, dap -I malrlds Ian Nan three fast horn the edge of a ditch. 3.05 EMBANKMENTS AND BERMS A. When embankment. a a to be made on a hillside, the slope o/ the mighol ground an which the embankments are to be constructed Mall be stepped and property draped as the nil is constructed so that adverse movements of the skews do not accur. B. My excavated rock, ledge, boulder. and at-. except where regakaa n the conserue0on of other It_ w oth.r.1- directed. sholl be used In the can,truce- of embankments to tho e,twt of the project rwulrenenta and g wdly Mall be placed .o as to form the base of an embankment. C. Frozen motwa Moll not W used In Lino coMWctlon o/ embankment. nor Mall the embankments or w dew ,We If the enbankmenta be placed up- from material. Placement of materid other than rod, Moil atop whw the sustained aIr twmprotur. below 32 degrses FMranhlt prohibit. the obtaining o/ the required coempacten. If th. motrlol 1. oth-l- ocoeplabla, It Mall be stockpiled and reserved far future use Man Its carditlon I, a aeptabl. for use In mbankmwt. 0. Man an embankment Is to be constructed across o •romp, mud,, or wan• of un.tode •al, the unsullable material Mail be excavated to reach walls o/ adequate bowng capodty and the embankment begun. Altamaha methods, such w use of a stMIllzation fabric In place of a... vation and bo kNl, may be utilized only after approval of me by the Enghw. E Material being paced In embankments Mal be placed In hMzmtd layers of uniform thldmw saw the full width of the embankment Stumps, trw, mbblM, and other unsultz, material Mall not be placed In embankments, F. Embankment -w Mall be placed insight -Inch Ilk, Effective aWwdTng equipment vim be used on each layer to obtain niform thkknw prior to compoallon. Each layer Mall be kept crowned to had wat. to the -told. edge of embankment and continuous leveling and manipulating all be required to bm^re�lform density. Thor antis wee of each yr y compacted to at lead the required minimum density by use of compaction equipment consisting of rollers, compactors, or ombination thereof. Earth -moving Md other amlpment not epwlflc.11y manufactured for m pact[- purposee rill not be considered as compaction squlp,n-L a NI fill material .hall be compacted at a moisture content sutoo, far obtaining the required density. In no ca.. Mall the moisture content In sawn layer under construction be mwa than three percent above the optimum md,tum content and shag be less than that quantity that NI cause the embankment to bwoome unstable during comp-tlon. Sponginess, shoving w other displacement under hwvy equipment shall be considered evidence for an engineering determination of lock of wlablity under this requirement, and further placement of at. al In the area aff.cted Moll be stopped w retarded to allow the material to stabilize, H. When the moisture content of the materialInthe toyer under -.Watt- imaterial lass than the amount nwweemy to oblab wUsfwtwy compaction by mechanical cwnp-tion methods, water Md1 be added by prawn distributors a other opprovad equipment Water may den be added in ssopvation o borrow pits. Th. rote, Mall be uniformly and thoroughly I ..rp-ated into the wall by disc, harrowing, Wading, w by other approved methodw. This manipulati- may be omitted fa and. and grant. Whan the moisture content of the material Is In of three percent above optimum moisture content, •dry m.lricl Mall be th-cughly noarpaated Into the at material, or the at matrlal Mall be -rated by di•l nq, haroring, bImIng, rotary layer got very- cwa shtl ban dwF-.d 11 thother approved m.thoft ar e layyer halon s the dried to the required moisture content by Ift.n. 3.G7 COMPACTION fEOUREMENTS A All badrfnl. and MI. Mall be mmpoet d In even lift. (12' m-knum) to attain the required densities as Glows: Standard Procter Location ASTAI D-698 Subgrode and Gravel for Ronde and Parking Lots 95% General Embankment. 90% 3.08 MAINTENANCE A AlI ao-thwark Mould be checked periodically to see that dopes are n good condition. Any rile w damage from wool- and animal burrowing Mould p ould be r,kad Immediately to aWd furter damage if Beeps develop an the lopes, the arw Mould be evaluated to determine If the seep all unstable condition. Subsurface drains or gravel mul:inp may be required to saw seep problems. Diversions, berm, and waterways In the land grading area Mould be checked to eve that they are functlwing properly. Prablemn found during the Inspections should de repaired Promptly. SECTION 02515 - CURBS AND WALKS PART 1 - GENERAL 1.01 SUMMARY A. Sect[- inciums: 1. Concrete Curb. 2. Concrete Sidewalk, PART 2 - PRODUCTS 2.01 CONCRETE A. The concrete Mall haw a minimum compressew strength of 4,000 pal at 28 days and shag conform to the requirements of Ca.t-In-%ace Concret, 2.02 ADMIXTURES A. Air-ant-I.ng adml.lure shall meet - -wed ASTM C260. Air content Mall conga from minimum of 5X to 7% m,Ak m. 2.03 EXPANSION JOINT MATERIAL A. Ep.-kaI pint matwkl shill be pramdded bituminous flier, at to conform with the-oae-awction of the curb. PART 3 - EXECUTION 3.01 CONCRETE CURBS A. E,cawten shot be made to the required depth and the bo.. matMal upon which the curb is com to be tat Mall be -pact" to a firm, even surface. NI wk and unsuitable material Mall be r-..d and npla-d with suitaM. material which shall be thoroughly compacted. B. Installation: The curb Mall be set w that the front lop line is In close conformity to the In• and grade required. NI some under the curbing shall be Poled and thoroughly tamped with mateNd msalhg the requlrrnnb of the melanin fan the bed murw. C. Mixing and Ploclnq: Cmpoctlan of concrete placed In the far m. Moll be by spading or other a ,wovad method, Farm. Man be left In plac. far 24 hour. until the concrete has mt sufnclantly so that they can be removed without Injury to the curbing. Upon remold of the lam. the curb Mall be Immediately rubbed down to a wmwlh and unlf- urface but no plastering will be. permitted. Far this wark, ompotent and ekIIhA flnishwa Mail be ernploywd D. Section. Curbing shall be can.trotted In .wtens having uniform length o/ to feat unlew, therwise ordered. Section. Mall be separated by man faints 1/8 inch ride except at expand- ),Into. E. Expansion Jonls: Expansion pints Malt be famed at the Intrval. sham an the plan. using a pro -formed expansion pint file, having a lhldmess f I/. Inch. They what be -.lmcled at 20 foot Interval a - drected by In, Engln.- When the curb 1.-n.truded adjacent to wan oat. pavement, .panel- pint. Mall be located opposite or at expansion pants in the povernent F. 8ackfl1ing: After the cancrste hips set wmciently the paw In dent and back of ides aura Mall be meal to the required elevation with layers of not more than six Inches of the I— material as the bedding and thoroughly tamped G. The Contractor shag protect the curb and keep It In allgranert until the completion of the contract. Each curb ahich is damaged at any time previous to final acceptance of the work Mail be removed and roplaceal with o,tl foctmy curb at the Contractor's .rpw as. 302 CONCRETE SIOEWAUKS A. E,eaw tin d Foundation: Excawten shalt be mode to the requked depth and to o width that all peat placing of bad courss mama red the neldlatlon red wadnq f the forms. BM courw material Mall be placed to the depth and section Morn an the plan. When the layer requrad exceeds six Inches, two layers of opproMnately equal depth Moll be placed and each lay. thoroughly carnpycted w that It is hard and uny/eld[ng. Th, wetting of bad course material may be required to obtain the mmpmten. B. Finishing: The. wrfoce sholl be flnlMwd with a wam- flwt No pl-tedng will be permitted. The ,dgss hall be rounded with on eager having a r,dl,, of 1/4 Inch. Th. surface of the sidewalk, air the fling and brown of process Is completed, Mon be �WMed with a surface f a type (�o d by. the Engineer. drawn over the p Spacial ts,turing an .kiewalk ramps shall be installed h accord -ow with construction plan detail, SITE ENGINEER: C. Joint. Uni•.s otherwise Indicated an the plan. or dkwted by the Engfnew, w,­Ion Ion Jolnt. shall be placed very 20 feet ncrwaes, Flexibility 1 pressure y a the pint shag be maintained after burial. Glands shall be manufactured of r ' ri ductile Yon, ond have a minimum working pressure of 350 psi Expanelon pats Mall be foamed around d[ appurtenances Twist ok nuts (L. mega -lug) or spud shall be .sad to such - manhole, unity pales and other obstruction. win proper actuating of the restraining device. extending Into and through the sidewalk. Pre -formed pint Cantrootors may dw use approved grip ring (or equal) CIVIL ENGINEERING ASSOCIATES. INC. Ills 1/4 Inch thick shall be Metalled n thee, pints. Ep-sl- Joint III. of the thki eae Indicated Man be retalnr glands, G 5Ck W' S!c13UANE, ^. L54E2 - Installed b,t w concrete seewlk and any fixed structure D. Bolt• •hall mnfwm to ANSI Specification A21.10. a,M!212n F. eI,1-2?71 such as a building or bridge. This epan.l- phi material Mall extend fan the full depth of the walk. E. Pipeline couplings shall conform to AWWA Standards C110 -srwaHT ® coo - wcssra xss.xveo hn Beathe expansion joints, the sidewalk hall be divided and ANSI A21.10. Mechanical )ant eonnecllnq pelcen of t nt.r al. of flan feel by dummy jonb formed by a proper diameter Mall be. Installed Ina ordonce with the ppAlN pnting tool or other acceptable eons as directed to manufacturer raccmmendatim. and at locations directed by provide groovss oppro,Inooly 1/8 Inch .16, and at Iwwt 1/3 the plan. a the GIVE) Retail Sup.rint-dent. MJW of the depth. conoste When the sidewalk is constructed nhal placed F. AI Mungs Mall be wrapped n plastic and haw concrels thrust blue poured In place. cite.® granite verb, awphdl treated felt Man be be bstrw a SAV sidewalk and curb for the depth of the sidewalk 2.04 TAPPING SLEEVES AND VALVES 0. Curing: During the curing prod all traffic, both 4PPBavw pedestrian and whialar, Mall be e,dudsd. Vehicular A. The CWD Whdesde Department Mall be notified whenever, a traffic Mall be e.duded fa such additional time as the proposed tap Is to be made on any CWD sir-smleslon man SAV Engine- may direct. within the detr[,L _ E. Backfnlhg: Before the concrete has be- opened to VIM., the pace an each aide of the sidewalk Mail he s deal B. Only d to n I shall be allowed to perform approve pCWO OWNER: bockfilled la the required ele-11. wIN suitable material, wet any co Siponl t watt mo p• on Burlington compacted and neatly graded. C. All materials used when lapping far a branch connection ar nterconnwUmn from any Champlain Water District or South EIGHTY MIDAS SECTION 02700 - WATER SUPPLY SYSTEM Burlington rotor transmission or distribution plpdinea shalTAPPING.ps�dt�below DRIVE, LLC PART 1 - GENERAL ZD5 1.01 SUMMARY For use existing asbescement, gray cost Iron, ductil° t- or PVC C-900 plp•: 80 MIDAS DRIVEtos A. Section Include.: A Tapping I-m Mal be f the pm ae.w design. SOUTH BURLINGTON z. Hlydru Hydrant. constructed with two wild half-Weew. bated together. VERMONT 3. Valve. o wrkimve q pressure of as lee-ed tf 15dru0cl11. maw lone 05403 4. AMFitother 5. NI Mr appurtenances nac.aawy to complete the colt .hddl psi, ff how mechanical plot ends with and and side gasket owls, man system as Mown on the Contract Plana. B. NI Iran body tapping sleeves Moll be provided with o 3/4' 1.02 SUBMITTALS NPT test plug, or othr prorlalons must be made for or PROJECT: A. Product Data: Submit publiMed data from mm,facturws of testing the valve and We.w at maximum waking pressure, prior to tapping. products and oo to the pDoleer Indicating complimunicipality. with requlrenwts to the Engineer and local kipollty. C. All bat. and nut. for mwhonleal Into of to piping PROPOSED n h. Iwo Mall be of high -strength east Iron ar high -strength, Ice- 1.03 WALJTY ASSURANCE alloy steel conforming to ANSI/AWWA Cill/A21.11. VERMONT A. AI materialoand the Installation procedure Mall be In D. All bolts and nuts far flanged Joint. of tapping oleewe m aordonce With the Department of Environmental Mall be of high- trongth, low corbon ate. -forming to FEDERAL Conservation. Water Supply DM.I- d the applicable ANSI/AWWA C11GiA21.10. construction -dnanrn of the local municipality. E. NI and nub Mal be wand, awn, and ewtd with a CREDIT UNION PART 2 -PRODUCTS tbolts-re rust -resistant that Mall be free of wpctth able rotrusion Would In that would anted with then 2.01 GENERAL k-up mechanical fit n the ores. -up mem-Ica or flanged port )D A. Fumish ell, lees, reducing tees, eyes, coupling, ncr,os,m cro es, transitions and we. ps of the come 2.06 TAPPING VALVES 80 MIDAS DRIVE type and de... of material as the conduit or of motwld having A. Tapping wives Mall conform to ANSI/AWWA C509 Standard fan Resilient SOUTH BURLINGTON equal or vupwiw physical and chemical properties as ceptabl, to the Engineer a. nocessary to complete the water, Yet-. -Seated Cate VClvas for Water and Sewage Systemexcept as modified herein. Valves shag pen counterclockwise and shall haw a minimum wakng pressure VERMONT of 150 pie. Inlet flanges Mall be Class 125 forming to 2.02 DUCTILE IRON WATER PIPE ANSI Spadficoti- Blfi.t or ANSI/AWWA C110/A21.10, and A. Pipe Mdl be Ductile Iran Class 52 (sizes aw M.- - mtlel c-nwt1- Moll be. Slondcrdized Mechanical Joint unless pDolfled otherwise on the drawings Ian the the plans) conforming to current ANSI/AWWA C151/A21.51 type of pipe required for the branch or lateral pipeline. latest revision. Larger size mains will be required If nace•wry to allow withdrawal of the required fire flow whIle B. Tapping wives over ni.t- inch.. (16') diameter hall be maintaining the minimum pressure specified In the VT Wolw Installed with their .tens horizontal, Mall be equiped with Supply Rule, Chapter 21. B.I.I. Any proposed departure from minimum requrements shall be jusllfied by hydraulic analysis rdlws, Crocks and scrapers, and Mall be prarlded with bypass wed. unl... othewlo. pacified. and future eater use o vet and rill be conildsred only In pDolal clrcumslancea (VT Water Supply Rule. ChoDtw Tt C Burled toppinyy Wane shall be provided with o two inch (2') 8.1.4). Push -on pint pipe Mail be minimum thlcknw aqua...rend. nut and Mall be installed with a cast tan thlw Cass 52. Push -on pint ameskorkie Mall conform to box an required to allow positive access to the wive operating qqq Ii-tole r opp equkemento of ANSI/AWWA C711/A21.11. nut of all tine, In i-tallotlon. where the e depth from y - grace to sip wive nut greater than 8'ha a �' rY, B. Pipe shill be cement mortar Inca - the In er thew stem `lave Moll Ds be p ovIp d and Installed that D accordance with ANSI Specification A21.4 excel that the except n rlaaaetl grdewed the depth from Ian .tam char nut to grade la from four feet enant Irving thickness Mall not be loss than 1/8 Inch. A to slx feat (4'-8'), (minimum length of valve stem chow is ou. towanca o/ 1/8 Inch rill be permitted, two fed (2')). Volvo .tam rlaw Moll be of high strength C. Pipe be steel and o welded construction. P � y.)f,i SEA 1 petroleum asph21.51. is coating n sholdon given SI AWWA accwdanes with ANSI AWWA CI51/ANS A21.51. D. NI contractors (or others) who apply to Chomploln Water LkYZ District fan water Ilne tapping permits Mall wbmll complete D. Four -Inch (4') and six -Inch (8') pipe shall haw no lass than (2) speahac tionsth f tapping pertmlt the tapping material thethey Ito submitted on ntend to use applin �� brow wedgeD Installed at wch pint Eight -inch (8') and larger pipe Mall haw no lass than three (3) brass r 1" 8 /Y x 11Mop drawing Meets O So- Burlington each pipe pint. Conductivity bonds may be Installed In ploce of wedge.. E. AI balsleeves l. and nuts used with all pipe Mall, upon E. Wan a pipe material is •peclflcdly noted - the contract final tightening and tasting, be brush coated heavily with bltumaetic old -applied malrlal to thoroughly cow all exposed surfacss the bolts drawl. the cmtmtw/dove q•, per Mall not haw the o/ and nuts. utilizing any other pipe matra. Galvanized pips fittings 2.07 GATE VALVES -RESILIENT SEAT Mall not be ...d In any watw, system ornad or maintained by the CWD Retail Dog tmmt w within the dletributim system of the City of Swth Buringtw. A M Vows all be manufactured to meat oil requirements of AWWA Specification CM9. Volans twelve Inches (12') and enallr shall be bubble tight zwo leakage at 200 psi 11sv1SON The CWD Ratan Superintendent rssarwa the option o/ requiring working pressur, Vdws shall haw non -rising stem, open pceyathylena pipe I- encasement. and/or altwn.t. pipe counter dodrolaw and provide a two Inch (2") square -- materials In known or supwted corrosive Doll canililons, pwoting nut with crow wet in the metal Indicating direction of opening. Each calve shall haw maker'. norm, pressure rating and year In which manufactured coal on the body. - 2.03 FITTINGS FITTINGS Prior to shipment from the factory, each wlw shall be tested by hydrostatic pressure equal to twice the pwlfledworkin - A. Ductile Iran fittings shall conform to ANSI/AWWA C110/A21.10. valves Kwnedypor pprovedessure.lequal Mall be. Mullen, Dresser, _ - 350 PSI waking pressure. Ductile Iran fittings larger than trlw Inches (12') hail have a wtandard body length equal to Class 250 Cast Iron Rttngs. Cast Iron Cass 250 B. Burled valves shall be Installed with a gate valve box. fittings w11 be allowed In Ilan of ductile ton fittings larger than twelve Inches (12'). Ductile tan filling. C. Gate valves shall normally be placed a maximum of five hundred shot be rated for 250 p..l. Howew, twelve Inch (12-) feet (500') apart Too Intersections shall haw a minimum of three (3) gate wows. Cross sectican, (fora way Intersections) and smaller may be rated for 350 p.o.l. with the use of apeca gasket& AI ductile ton compact fittings shdl Moll have a minimum of four (4) wives. -rimming to AWWA/ANS C153/A21,53 standard,. D. The CWD Retail Su erintsndent p may require all bolts otudn SPECIFICATIONS B. Anchor toss Mall be standard mechanical pnt teas except and,nut. be made own a corrosion reelstant-matrlal such -zinc, nickel -copper alloy or stainless steel In known that the branch I. plain pass 250 cast t- ar Cl... 350 or sow .P-t d corro.iw II conditions. ducH. Mon, cement lineal, conforming to ANSI/AWWA CI10/ A21.10. Cttt/A21,11, and C104/A21.4. Anchor toss Mall be. 2.03 VALVE BOXES Clow F-1217, U.S. Pipe U5-92 or equal. C. A. Vdw boxes Moll be of the three-piece Cost iron elide -type Mechanical Joint resvabM t. all be. incorporated Into the design of the follower gland and Moll Include a restraining with a nhmum Inside Maft diameter of fl% and one qumtw Inches (5 1/4') and a six foot (W) trench depth. Valve boxes mechanism which, her actuatect Imparts multiple wedging shall not tron.fer Inds -to the volw, action against the pipe Increasing Its resistance ore the B. Valve boxes Mall how a at Iran cow, marked 'WATER'. The boxes shall be dirt tight with the top of the cow flush with the top of the box rim. UATI a.I.0 _. SEPT.,2005 AS NOTED C5 ­.H.. 05122 wntersunk brow pentagon plug for paved a concrete areas, and standard two holes for grass areas. Curb box coupling, and external- will be the same material m the curb box. Both co and upper section of the box shall be able to be located with am aqua type metal locator. F. AR ..kaleconnections shall be Installed to the curb atop for all building Iota before the street Is paved. 2.13 BACKFLOW PREVENTION DEVICES A. No water service connection shall be approved or maintained by the CWD Retail Department, the City of South Burlington or the Village of Jericho unless the water supply is protected as required by State laws, regulations and ordinances. The type of protect). device shall depend on the degree of hazard that ..let. In general, bockflow devices designed to protect potable water suppllsa In accordance with notional plumbing codes for on -health hazard cr nectimwa s and conllnupressure applications shall be sad, I., Watts Series 007 or approved equal. Watt. Series 709 Double Check Val. Assembly or approved equal hall be installed on all sprinkler yetems. A ,hop drawing detail assembly showing bockflow devices and meter placements shall be required by the CWD Retail Superintendent. 2.15 PIPE BEDDING A. Water lines shall be laid and maintained an lines and grades established by the plan, for the project. Pipeline trenches shall be excavated to the width and depth* shown an the plan typical,. Pipeline trenches in which pipe Is to be laid directly on the trench bottom shall not be ex -voted entirely by machinery, but shall be findly excawted by hand tools such that the trench shall haw a bottom shaped to support the pipe throughout Ns entire length by firm and efisturbed material. Pipeline trenches, for which bedding Is required, may be excavated to the required depth, using machinery. No pipe shall be laid directly on lodge, hard hale who very compact glacial till. When n stable trench bottom b encountered and the CWD Retail Suparintmdenl determines that it cannot support the pipe adequately, an addtlon.l depth shall be excavated and refilled to the pipe Invert with opprowd material at the contractors expense. Pipeline trenches shall be dry during the laying of pipe. Wood support. under pipe shall be removed prior to backfilling. Pipeline Iretallotlan procedures eon be found In AWWA Standard C600. B. Bedding material shall consist of gushed or natural two conforming to ASTM D2321. Slew Percent Passing 1' Screen 100K 3/4' Scram 100x 1/2' 90 - 100% 3/8' Screen 40 - 707G No. 4 Slew 0 - 15% C. Bedding and blanket material shall be Claw II material (ASTM D2321) co lading of dean, granular material (sand), particle size limits described as fallow.: Slew Percent Passing No. 4 100[ No. 100 30x No. 200 12% 2.16 PIPELINE INSULATION A. Approved waterlines with lea, than flea feet (5) of cover the crown, that .roes a atartn sewer, a where Indicated m the plans, hall be protected against freezing by the Installation of four Inch (4') thick highest available density extruded pdyatyene Insulating sheets or equivalent. Sheets hall be the total width of the trench. for a typical four foot (4') trench. The sheet* Moll be placed six Inches (6') above the crown after placement of four to six Inches (4' - 6') of dean medium or nand below the pipe bottom and four to six Inches (e - 6!)rabow the cr n. Joints shall be o ripped so there is no gap that will allowfrostto penetrate. Care hall be exorcised during backflll and paatbn over the polystyrene sheet. to prevent damage to the aheeta. The polystyrene shoats shall meal comprehensiveren the comprehensive stgth requirements of ASTM D1621-73. In no cases Moll the waterline haw lees than four feet (4') of cover over the top of the pip, 2.17 POLYETHYLENE PIPE ENCASEMENT A. Polyethylene pipe anco.ement may be required In arms of orroelw soils and hall conform to current ANSI/AWWA C105/A21.5 Specifications. Minimum material equirements for the polyethylene film hall be high density, arose laminated virgin polyethylene 4 MR film. The CWD Retail Superintendent war the right to specify Polyethylene pipe, C-900. In areas of corrosive soils. B. The polyethylene mea.ement hall prevent Contact between the Pipe ar fittings and the surrounding backml and bedding material ha ll all be Installed as outlined In Section 4.1 of the ,bow ANSI/AWWA standard. 2.21 CONCRETE FOR THRUST BLOCKS A. Concrete shall be Portland Cement concrete of 2,500 psi minimum 28 day compresalw strength. ASTM C-94 specification far transit mixed concrete hall central the concrete quality. A maximum water cement ratio of 6 gallon. per seek and a maximum slump of four Inches (4') will be allowed. 2.22 INSTALLATION A. Cmtract,m hall notify the CWD Retail Superintendent and Dig Sofa at least seven days prim to any work an the water system. B. Skilled workers experienced In such work shall Install all Items. Tod. shell be adequate for the work and In good condition ao as to produce good, clean cut thrsade of the correct size, pitch, and toper. C. Installation of all water lines hall be In accordance with the latest v rum of AWWA C600. D. Connection to an exl.Ung water main hall be done under the Zpervisiw of and with the approwl of the CWD Retail peiinlendent. It Is the applicant's, developer's, a owner of record'. m.ponsibiity to secure ALL necessary connection permit and pay ALL applicable fees to make the Connection, and to Coordinate all parties Involved In the process. The engineer and the CWD Retail Superntendmt shall be notified at least two working day, In advance of the Intended Connection tkne. No existing wives, hydrants, curb Btop,. eta shall be operated without prior approval of the CWD Retail Superintendent. The CWD Retail Department hall operate all valw. initially to ensure the Integrity of the wive. The CND Retail Department may than allow the Contractor to operate those valve, My damage occurring after the use of any valve operated by the contractor shall be the contractor's responsibility. E. Care shall be taken to prevent damage to valves and other appurtenances during handling and Inetdlatlon. All materials .hall be carefully Inspected for defects in workmanship and materials; all debris and foreign matter denied vat of valve openings, ate.: all operating mechanisms operated to check their proper functioning, and oil other nuts and bolts checked for tightness. Valves and other equipment, which do not operate easily, or are thl*lse defective, shall be replaced. All wlws .hall be carefully Incorporated Into the water main and supported In their respective poolllons free from all distortion and strain. Valve. and calve bases &hall be set plumb. Vol" boxes, besides being plumb, shall be centered directly over the wives. F. All pipes showing Cracks shall be rejected. If cracks occur In the pipe, the contractor may, at his own expense and after approval of the CWD Retail Superintendent, vat off cracked portions at a point at least twelve Inches (12') from the visible limits of the week and use the Bound portion of the pipe. G. All water main. hall how no I... than .Ix feet (W) of cover unless walved by the CWD Retail Superintendent. The pipe shall be laid to conform to the lines and grades Indicated on the drawings or given by the Engineer. Each pipe shall be laid so ere to form a does pint with the next odjolning hall and to bring the Inverts continuously to the required grade. In no cases shall the w terline how lees than four feet (4') of cover over the top of the pipe. H. Temporary support, adequate protection, and maintenance of all underground structures, drains, .ewers and other obstructions encountered In the progress of the work shall be provided at all times. If utility service Is. Interrupted as a result of work for the project, the contractor shall Immediately restore service by repairing the damaged utility at the contractor's expense. I. At all times, when pipe laying la not actually in progress, the open ends of the pipe shall be dosed by temporary watertight plugs or by other approved ea If water Is In the trench when work 1. resumed, the plug shall not be rem d until dl danger of water entering the pipe has passed. During ..structim, the contractor shall conduct a par so as to prevent the accumulation of water. Ice, and en w In the vicinity of excavations or In the vlclnity of ex e scowled a and to prevent water from Interfering with the progress and quality of the work. J. Under no Conditions shall water be allowed to rise In open trenches after pipe hoe been laid. K. Accumulated water, Ice, and wow shall be promptly removed and disposed of by pumping or other approved means. Disposal shall be cabled vat In a manner that will not create a hazard to public health, nor catIve Injury to public or prlwte property, work completed or in progress, or public street.. Dkpoenl shall not co any Interference In the use of streets and roads by the p.1,11c. Pipes under construction shall not be used for drainage of excowtior3. L Any deflection of Joints in pipe up to twelve -Inch (12') dksnetw shall be within the limits specified by the manufacturer. but not to exceed five degrees or nlnatem Inches (19') per eighteen feet (IV) of pipe length. M. Concrete thrust blocks shall be Installed onall hydrant, plugs, teas, and bentls deflecting 11 1/4 degrees or , Concrete thruat block, shall be used In em)unctim with r 'Mega -Lug' restraining glands a equivalent. Care mall be taken to ensure that concrete will not Come Into contact with flanges, )olnts, a bdta. The required area of thrust blocks mall be Indicated an plan typical$ and approved by the CWD Retail Superintendent. Concrete shall be pieced against undisturbed sell. Wooden side forms or equal shall be provided for thrust blocks. No backfilllnyy hall be allowed until concrete masonry has set sumcienlly. Where directed by the CWD Retail Superintendent or engineer, concrete encasement of the waterilne may be made far stream crossings and similar purposes. Whom required an the plans or as directed by the CWD Retail Superintendent or engineer, a concrete crodie shall be used to bolster and trengthen the pips. The CND Retail Superintendent or his designee shall Irm-t all thrust blocks prior to backflling. N. NI trenching safety standard, mall be in conformance with ell applicable State and Federal guidelines. The contractor shell be solely responsible for any safety citations by State or Federal Inspectors. O. There shall be no physical cm lion between the dietribution system and any pipes, pumps. hydrants. or tanks that are supplied with water that Is, or may be, contaminated. P. As necessary, temporary PVC markers shell be supplied of all gate wlves, curb boxes, and at the and of water lines to a minimum of twelve Inches (12') above finish grade until accepted by the CND Retail Superintendent. 0. NI surplus material and debris shall be removed as the project progresses, leaving all areas dean and presentabl, R. Unless otherwise required, all paving and sidewalks that may be damaged during construction hall be replaced with the same kind of material that previously existed. S. The contractor shall be responsible fa proper protection of persons and property an the project. The contractor *hall barricade open holes and depressions occurring as part of the work, and poet warning lights on adjacent property to or with public a­ 7. Waning lights shall be operated during hours from dusk to dawn and as otherwise requested. U. The contractor shall protect structures, utilities, sidewalk,, pavements, and other facilities from damage caused by settlement, lateral m ment, washout, and other hazard. created by Construction operations. V. No water lines shall be Installed after November 15 ar before April 1 without prior approval of the CWD Retail Superintendent. The CND Retail Superintendent may restrict work before November 15 and after April 1 during adverse weather condition.. The CWD Retail Department Superintendent may not allow excavating far water manta during the winter months except by special permission for emergencies. 2.23 BACKFIWNG A. Trenches shall be backfilled to aubgrade with, wherever possible, material excavated from the trench, and shall be done only after the approval of the Rstall Superintendent. Material for backfilling hall be free of roots, stump& and frost. Backflll shall not be placed on frozen material. Materials used far backfllling trenches shall be free of stones weIghTng more than thirty (30) pound, No stones measuring over three Inches (3') In the largest dimension shall be placed within one feet (1') of the pipeline being backfilled. Stones found In the trench hall be oved fa a depth of at least .Ix inch.. (6') below the bottom of the pbe. In general, use of blasted rock as trench backflll will not be permitted. B. Backflll material mall be tamped In layers around the pipe to a sufficient height above the pipe to adequately support and protect the pipe. Backflll for pipelines hall be placed In twelve Inch (12') lift,, each lift being compacted to not leas than 95X of maximum dry density as determined by the AASHTO-T-99 Standard Proctor. If conditions warrant, the backflling of trench.. may be done with mechanical equipment. Particular precautions hall be taken In the placement and corn pactlon 01 the backflll material In order not to damage the pipe, pipe ...ling or stmctre. The back mI hall be brought up evenly. Around valve boxes, the backflll shall be tamped to a distance of four feet (4') on all .ides of the box. or to the undisturbed trench face, If lees than four feet (4'). Backfllling In all public roadways shall be so Compacted as to leave no depression In the road. Additional backflll requirement, may apply within State Highway Right -of -Ways. All public road -faces shall be restored to a condition at least equal to that which existed prior to the start of construction. Precautions hall be token against undue damage to existing surface material,. C. No compacting shall be dane when the material is too at to be compacted properly. At ouch times the work shall be suspended until the previously placed and new materials haw dried out sufflckmtly to permit proper compaction, or such other Precautions are taken as may be necessary to obtain proper compaction. D. Surplus ex ovate! material. shall be disposed of in a entlafactcry Surplus material or spot shall be removed promptly a d disposed of so as net to be objectionable to abutters or the general public. E. Trenches that haw been Improperly backfilled, enclosed or covered before Inspection or fittings and joints shell be reopened and re-b.c lled at the contractor's expense. 2.24 WATER/SEWER SEPARATION A. Water mains crossing seamm shall be laid to provide minimum vertical distance o1 eighteen Inches (18') between the outskle of the water main and the outside of the sewer line. This .hall be the case where the water In Is either above below the r. At crossings, one full length of pipe, be located so bath Jolnta will be as far from the aewas possible. This vertical separation shall be maintained for that portion of the water main located within ton feet (10') horizontally of any sewer It oroase.. Water mains must be lab at least five feel (5') horizontally from any existing or proposed storm sewer and ton feet (10') from any existing or proposed wnitwy sewer. B. When R is Impossible to obtain horizontal and vertical separation an w Installations, both the water main and sewer main shall be constructed of waterworks material with wot rUght pints and shell be pressure tested before backfilling. A PVC sleeve may be required for one or both mains In addltlm to the waterworks material. Unes may also be encased In concrete as required by the Retail Superintendent. Now ter main shall pass through or come In contact with any part of a sewer manhole. C. Distribution lines shall not be placed closer than fifty feet (SO') horizontal distance from any septic tank or leach field unless approved by the VT Water Supply Rule Provisions under Chapter 21.8.6.4 or the CWD Retail Superintendent. D. Foes main crossing shall be arranged so that at least one full length of sewer pipe Is centered above or below the water line. with the sewer joint. as far as possible from the water pints. The new rose main line shall be constructed to water main standard, for o minimum of twenty feet (20') on either side of the Cros,ing. The section contracted to water main standards shall be pressure tested to maintain 50 psi for fifteen (15) minutes without leakage prior to backfilling. In those uses that proper cow cannot be provided, proper Insulation hall be Installed. E. Sewar and waterline separation shall conform to all VT Water Supply Rule requirements, and installed In accordance with the latest edition of the 'Ton States Standards - Recommended Standard. far Water.' 2.28 TESTING AND DISENFECTION A. All water mains shall be constructed, tested and disinfected In accordance with AWWA Stantlard. C-600, C-601, C-900 and The Vermont Water Supply Rule. Minimum testing pressure shall be 1.5 limes the working pressure of the Installed line or 2DO psi, whichever Is greater, and will be mar Itaed at the lowest elevation In the length of the pipeline being tested. Maximum allowable leakage will be: L - SD /7 133,200 as outlined In AWWA Standards Where: L - allowable leakage. In gallons par hour S - length of pipe tested, In feet D - ominal diameter of the pipe, In Inches P - owroge teat pressure during the leakage teat. In pounds per square Inch (gauge). 1. Testing All tests shall be conducted by and at the expense of the Contracts. The Engineer will glw direction pertaining to the test methods and observe the field-testing. 2. Hydrostatic Test of Pipeline: The pipeline, Including hydrant laterals, shall be tested In aecordonee with AWWA Standard C-600-87 Section 4. 3. Disinfection: Disinfection of the pipeline shall be directed by the Engineer and at the Contractors expense. AWWA Standard C-651 Moll be used a. a basis far the disinfection Process. B. The Engineer or CWD Retail Superintendent will require as minimum: 1. Complete flushing of the pipeline to wash out all dirt, debris, etc. which may haw accumulated In the pipeline during onstructlon. A reducing agent shall be used at the point of flushing to eliminate the free chlorine residual per the of of the CND Retail Superintendent. 2. Fell owing flushing to clean clear water, the Contractor wll add chlorine to the entire pipeline volume of water such that the water will he not leas than 25 mg/L free chlorine, and let the mixture set far at least 24 hours. 3. After the 24-hour duration, the water In the pipeline shall be tested for residual free chlorine and must contain a minimum f 10 mgA chlorine. If less than 10 mgA are found, than the dieinfection procedure shall be repeated until at least 10 mgA chlorine residual Is Indicated by test. 4. Upon successful completion of atop 3 above, the pipeline shall be flushed again until the chlorine concentratlon In the pipeline 1, no higher than that prevailing In the supply system. A reducing agent shall be used to eliminate the free chlorine residual In the flushing process per the direction of the CWD Retail Superintendent C. After final flushing and before the new -ter main Is connected to the distribution system, two consecutive sets of acceptable samples, token at I ... t 24 hour apart, shall be collected from the new main, and submitted to the Vermont Health Department for analysis. At least o set of samples shall be collected from every 1,200 feet of the ne water main, plus one set from the and of the line and at least on at from each branch. All sernple, shall show the absence of coliform organisms and, if required, the presence of a chlorins realdud (AWWA C651-99). if the Initial dislnfactlm fail. to produce samples which pose the V.S.H.D. requirements tar potable drinking water, than the new main shall be reflushed and hall be resompled until satisfactory teat results are obtained. D. Upon satisfactory results by the Vermont State Health Department, the pipeline may be placed In service. All costa far water, materials, equipment and labor to perform the required testing dlalnfectlan, and fluhing of the pipeline shall be paid by the Contracts. 2.29 SUBMITTAL OF TEST RESULTS A. The Applicant or Project Engineer hall be responsible for submittal of test results to the CND Retail Superintendent. The Applicant or Project Engineer shall also provide a letter to the CWO Retail Superintendent certifying that the water system hoe passed oil testa, Is constructed In accordance with the approved plans, except ae may haw been modified by approved Change Order, and Is In condition to be placed in service. 2.30 FINAL INSPECTION A. Far one year from the date the new system is placed Into service, the appliconVe developer/contractor will be responsible for any necessary napalm or corrections as part of the pro t warranty. Atthe end f a o year period, a Inpectlon veil be Derfomed by the CND Retail Department prior to the system owner assuming ownership of any of the Imes and appurtenances. The contractor shall Correct any punch list Items accumulated during the inspection after racelpt of this 11.1. Incomplete xmk on the yet_ $hall not be Included In the initial Inspection, but shall be Inspected as the project continues. The contractor shall repair, replace, m retest promptly as directed by the CWD Retail Superintendent and xIthmt further charges, all work equipment, materials or parts, which may fall during the one year warranty period. B. A find walk-through Inspection shall be conducted by the CM Retail Department prior to the water system being accepted for ownership by the system owner. This Inspection shall Include but not be limited to: 1. Valves. hydrants, and curb stops operating properly. 2. Valve boxes and covers set plumb and at proper elevatlane. 3. Proper hydrant nozzle height obow grade. 4. Proper hydrant opening direction, nozzle thread, and barrel coIon 5. Proper distance from the face of the curb of hydrant nozzles. 5. Static and residual hydrant pressures and flow rotes. 7. Curb boxes Inside ROW, eat to grade, containing operating rod, and plumb e. Tie Information and record drowinge complete and submitted. 9. Material testing results, lab rmorts, monufocturera artificates, and leakage test result. complete and on file. 10. General appearance and restoration. 11. Submittal of As-Bullts In hard copy format and Auto- CAD.DWG Version 14 format or neser. 2.31 GENERAL INFORMATION A. All persons taking water must keep the fixtures and service pipe Rhin their own premises In good repair and fully protected from frost, and must prevent unnecessary leakage of water. The CWD Retail Department shall not be liable for leakage of hydrants, pipes or fixtures upon the promises of any consumer, for obslruetims therein by freezing or otherwise, nor far damages resulting from any of the forgoing couses. All lacks that we an the building side of the curb slop will be the owners responsibility and repoired at the owner, expense. B. Water rates shall be collected for all water used until the water Is shut off at the curb stop by the CND Retail Department. No abatement of water rates will be allowed by reason of diauee, diminished use or vacancy of premisas wIthmt proper notice to the CWD Retail Superintendent. C. The CND Retail Department or system owner shall not be liable for any injury, lose or damage of whatever nature occasioned by the failure to maintain a constant or uniform pressure in the water, maln, or far demo9 a. occasioned by or growing out of a stoppage of sold water by frost or other Co..., or far damage occasioned by or growing out of an Insufficient supply of the some, or far accident or damage of any kind caused by or growing out of the use or failure of said water. D. No person shall pm any hydrant or draw water there from z..pt the CND Retail Department personnel or persons under their direction, or the officers or designees of the municipal fire dope tment and members of the fire companies under their direction far fire purposes, or those Individual. who haw been granted approval an a hydrant use application by the CND Retail Department, in which case, all such usage shall be metered. Fines far unauthorized use of any hydrant or nection may be Incurred, according to the Rules antl Regulations of the CWD Rwtoll Department, the South Burlington Water Department. and the Village of Jericho. E. One curb Irtop and me water meta shall be installed for each Individual dwelling unit, condominium unit. apartment unit. commercial or office occupancy. Ezcptims may be permitted Incases where a condominium association signs a binding agreement to be re,pmslble for all collection of water bill, In c where condominiums are converted Into separate apartments, separate curb stops and water meters hall be installed fa each unit CND Retail Department employees shdl Install all water meters. Under no circumstances are plumbers or Pomona other than those authorized by the CWD Retail Department permitted to turn water on on off at the curb stop. The water will of In any Instance be turned an to any premise for use until the CWD Retail Department has sultably attached a meter. F. The owner of the prembm Moll be responsible for all water payments. A change of tenant. or premises will not relieve the owners from payment of a back bill. 2.09 FIRE HYDRANTS AND HYDRANT BRANCHES A. Fire hydrants shall be Mueller Super Centurion 250. Figure A-423, Kennedy K-81 D, or Waterous Pacer and shall conform to AWWA C502 with the following meclficatlone 1. Main Valve Opening: 5 1/4 Inches 2. Nozzle Arrangement: Two 2 1/2 Inch Hose Nozzles with National Standard Thread (NST) 3. One 4 1/2 Inch Pumper Nozzle with National Standard Thread (NST) 4. Inlet Connection: 6 Inch Mechanical Joist, 'Mega -Lug' or equivalent retaining gland and Concrete thrust block 5. Operating Nut: Standard 1 1/2 inch Pentagon 6. Direction of Opening: Counterclockwise 7. Depth of Bury. Six -fool cover. The hydrant shall haw at least 15 Inches and no more than 21 inches between the bottom f the steamer cop and the ground. B. Draln: The hydrant hall be non -draining or have the drolna permanently plugged. 9. Color. Red en mel 10. Dther. Hydrant. hall be compression type closing with the pressure. Hose and pumper nozzlesoll be 1/4 Wm type secureby stainless sled a ar **IMroelatont pins or Pressure seals behind the nozzle flanges hall be '0' rings. A breakable coupling retained In place by stalnles. steel on caroalw resistant pins shall make the union between the upper and lower stems. The two-piece traffic flange shall be held in place by nut see and belts. The upper barrel shall be able to rotate 360 degrs without removing ao halt. h Hydrant flags shall be required and tanfor .uppl Hydrant Wherever a traffic hazard appears to exist, curbing and/or bollards shall protect the hydrant B. Far single-famre lly horse subdivisions, thewill be at least me hydrant at each Intersection and a maximum of five hundred feet (5DO') between hydrant, with a minimum water flow of 500 gallons per minute (gpm) at the flow hydrant with a 20-psi residual pressure at the residual hydrant Hydrant. Mould be located Immediately adjacent to street property Iinea. A 20' x 20' ment will be required around all hydrants. No structures or plantings are to be placed within a 20' x 20' area of any hydrant. SECTION 02513 - BITUMINOUS CONCRETE PAVING PART i - GENERAL 1.Gt SUMMARY A. Section Includes: 1. Base Coumas 2. Leveling Cwroes 3. Finish Coupe B. General: This work hall Consist of one or more courses of bltuminws mixture, constructed an a prepared foundation In cc rdmce with these Specifications and the type of surface being placed, and In reasonably dose conformity with the Iinea, grades, thlckne,Bee and typical cress sections shown on the plans a astobised by the Engineer. 1.02 REFERENCES A. Vermont Agency of Transportation Standard Specifications. 1990 Edition. 1.03 PROJECT CONDITIONS A. Bltuminwa concrete shall not be placed between November 1, and May 1. Material shall not be placed when the air temperature at the paving site In the shade and away from arORcial heat is 40 degrees Fahrenheit or below or whm the granular subbase la wet. PART 2 - PRODUCTS 2.01 MATERIALS A. Bituminous materials shall conform to the requirements of the Vermont Agency of Tranaportatlon Standard Spaciflcatlone (VAOT). VAOT Bituminous Concrete Paving Sections 1. Course Aggregota 704.10 2. Fine Aggregate 704.10 3. Mineral FRI- 704.10 4, Aephdt Cement: 702.02 5. Emulelfi,d Asphalt RS-I: 702.04 B. Gradation: Materials shall be combined and graded to meet ompoeklon limits speclfled under Item 406.03, Type 11 for se courw baand Type IV for finish course. C. 7hICkn a of paving hall be a total of 3'. coneloUng of 2"bass .aurae and 1' finish sour„ 2.02 TRAFFIC MARKINGS A. Truffle marking point to be factory -mixed, meeting the VAOT requirements, Section 706.08. PART 3 - EXECUTION 3.01 INSTALLATION A. Install In accordance with VAOT Standard Specifications, Section 405. 3,02 EXAMINATION A. Verify base condition. under pr M i na of the Earthwork Section. B. Verify that compact.il granular barn Is dry and ready to support Paving and Imposed loads. C. Verify gradient. and elevation. of bow are correct 3.03 PREPARATION A. Matching Surfaces: When a new pavement Is to match an existing bituminous pavement fm a roadway or trench, the Contracts vhall verti cally smooth cut the exieting pavement, over the existing gavel base. The smooth cut shall be thoroughly cleaned and coated with Emulsified Asphalt, RS-1, just prior to paving. 3.04 PREPARATION - TACK COAT A. When the bottom cou a of bltumInou. Concrete pawment Is left over the winter, or Is to be made oar an existing bituminous concrete powmenl, the existing surface shell be cleaned and Emulslflsd Asphalt opplled before the next course I. applied. B. Also apply to contact surfaces of curbs. C. Coat surfaces of manhole and catch bosh frames with all to prevent band xIth asphalt pavement. Do not tack wort these surfaces. 3.05 PLACING ASPHALT PAVEMENT A. Place to compected thickness Identifled an the plan, B. Compact pavement by rolling. Do not displace ar extrude pawment from position. Hand compost In arse, Inaccessible to rolling equipment. C. Dewlap rolling with con ecuth' passes to achk- awn and smooth flnlh, without roller marks. 3.00 JOINTS A. ,blots between dd and new pavements or between mccessfw der/a work shall be mad* Be a. to Insure a through and conUnuws band between the old and newml,tures. Whenever the ap-ding Process la Interrupted long enough for the mixture to attain Its Initial stability, the paver hall be removed from the mat and a pint constructed. B. Butt joints shall be farmed by cutting the pavement In a vertical plan. at right angles to the e*ntrline where the pavet h9s a true surt�nt shall termIrm! by he thoroughly use a with t-mg,. a. The butt rf: y coo with Emulsified urea. Type RS-1, just prim to deposltlag dhrea the paving m C. Longitudinal Joints that haw become cold hall be owted with Emulsified Asphalt. Type RS-1, before the adjacent mot Is placed. If they haw been exposed to traffic. they hell be at back to a dean vertical edge Prior to painting with the am.I.I.n. 0. Unless otherwise tlkectm, longitudinal pinta hall be offset at least 6from my Joint In the lower courses of pavement Transverse pints heo all not be constructed name, than one fact ham the transverse Joints constructed In lower course, 3.07 TOLERANCES A. The surface will be tested by the Engineer using o 16 foal straight -edge at "acted locations parallel with the cmte,lne. Any wrlatione -coming 3/16 of an Inch between any two cmt.et..holl be sutlefwtcrily eliminated A 10 fact stralght-edge may be used on a vertical curve. The .tralght-edges shall be provided by the Contractor. B. Scheduled Compacted Thickness: Within 1/4 Inch. C. Variation from True Elevation: Within 1/2 Inch. 3.08 FIELD QUALITY CONTROL A. Permit no whioulor baffle on surfaces until throughly cool and had SITE ENGINEER: P T CIVIL ENGINEERING ASSOCIATES INC. oar .. C saes - 4u masks ruemr® DM" MJW SAV APPeov.D SAV OWNER: EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT EC► E SEP I z �yy Of SO. Burlington -[ON SPECIFICATIONS DATI U-c NU10� SEPT., 2005 scuz AS NOTED C6 PRal. No. 05122 SECTION 02725 - DRAINAGE PART 1 - GENERAL 1.01 SUMMARY A. Seati- includes 1. Culvert pipe and appurlmonces. 2. Draloge structures. 3. Stone flit. 1.02 SUBMITTALS A. Manufacturer's technical data for. 1. Pipe and appurtenant-. 2. Structures PART 2 - PRODUCTS 201 GENERAL REQUIREMENTS A. Furnish ells, tows, rod-Ing lase, wyea, couplinge, inw- r-se. transitions and and cape of the came type and class of material as the conduit, or of material having equal or aupr1w phy.lod and chemical pmpMlee - acceptable to the Englner. B. All culverts and storm drolne hdl meet the requirements of Sectim 601 of the Standard Specill-tas. 2.02 PIPE A. If the contract plans do not specify a portctilor type of PIP. at the Contractor's option, the following material. may be used far the storm drainage plper 1. Pdyvf" Chloride pipe conforming to ASTM Specification D3034 ar F679, (PVC) sewn pipe and fitting. SON 35. 2. Corrugated Polyethylene pipe meeting the requraments of Section 710.01 3. HOPE 2.03 CONCRETE STRUCTURES A. ASTM C478. sized as indicated. 2.04 METAL ACCESSORIES A. Manhole tram„ and covers: 1. Grey coat Iron, ASTM A48, as shown on plan. 2.05 STONE FILL A. :Is spadfled stone fill shall meet the grading requirements follows: 1. Type 1 - The longest dknmdw of the stone shot] wry from 1 Inch to 12 Inch.. and at least 50 percent of the volume of the stone In plane. Mall haw a dimanslw of 4 Inches. 2. Type II - The longest dimenslm of the al-e Mdl wry from 2 l tees to 36 Inches. and at least 50 percent of the volume of the at-. In place ehan how a Last dimwalan of 12 Inch... 3. Type III - Ths longest tlkn-airs of the at-. shall wry from 3 Inches to 48 Inches and at least 50 per-nl of the volume of the atm. In place shall have a least dimension of 12 Inches. 4. Type IV - Th. longest dknwdon of the stone shall wry from 3 Inches to 60 Inches, and at least 50 Percent of the ,dume of the stone In place Moll haw a least dimension of 20 Inches. PART 3 - EXECUTION 3.01 INSPECTION A. Examine the or and can films under which storm sewn .yet- work is to be Installed and notify the Cantraetor I writing of-nditlone detrimental to the proper and timely aompletio of the work. Do not proceed with the work until unsalhfaclary conditions have been connoted 3,02 GENERAL A. When existing underground utilities, which are not adudulm forremowl r abandonment, are encountered In the awtkn, they vhall be adequately aupprted and protected tom damage.My damage to utllltlx shall be repaired promptly at no additional coat to the Owner. 3.02 PREPARATION A. Hand trim excavation (,here necessary) to required elevation*. Correct ow-exmwtlans with fill material. B. The sloes shoal be graded to match the grad, os shown on the plan. More required, and sections shall be placed and backfllled to prevent undmmining. C. Remove large atone. or other hard matter which could damage drainage structure, ar Impede consistent bockfilling or compaction. 3.03 INSTALLATION OF PIPE A All pipe and lotting, Moll be carefully examined for defect. and no pipe or flttinge Mall be told which ors known to be defective. If any defactlw place is discovered .,,ar toying, It shall be ramd owand replaced of the Contractor's expwnm All pipes and fittings shoal be dmned before ro they an ]old rod hall be kept dean until accepted In the completed work B. The pipe shall be laid to conform to the lines and grades Indicated an the drawings or given by the Engineer. Each pipe shall be laid as to form a clan pint with the next w)oning pipe and to bring the lwrts continuously to the required grade. C. Unless otherwise permitted by the Engineer, the Contractor shall provide for the temporary diversion of water to permit the Inetaaaatlon of the pipe In a --ably dry trench. D. Whore the pipe k to be laid below the xlstlng ground line, a trench shell be excavated to the required depth and to a width suf dent to allow far pining of the pipe and compaction of the bedding and backfll material under and around the pip. E The completed trench bottom Mall be firm for Its full length and width. F. If Idimted an the plane or directed by the Engineer, nwltable foundation material encountered bolo, the normal grade of the pipe bed Mall be rrnowd and replaced with Granular Backf➢I, or other specified or approved material. C. The Contractor shall take all necessary precautions to prevent flootatkn of the pips in the trench. H. When pipe laying is not in progress. the opm ends of the pipe shot be dosed with temporary watertight plug. If waterwaane In the trench when work Is resumed, the plug shall not be m_*7d "to ell danger of water -faring the pipe Is aR.Inated. 3,10 MANHOLES A. Precast to o�ctturn, 1. Place precast ate structures, and covers as shown an the Drawing. 2. Where holes occur h pavement at tops of frames and rows flush with finish wrfec. 3. Provide rubber pit gasket crnplying with ASTM C443. SECTION 02730 - SANITARY SEWER SYSTEMS PART 1 - GENERAL 1.01 SUMMARY A. Seen- Includes: 1. Gravity Sewn Pipe 2. Manhole Structures and Appurtmana B. Related Sectlm, 1. Section 02225 - Utility Tmrching and Bodkfilling 1.02 SUBMITTALS A. Product Data: Submit publlehed data from manufacturers of products and accessories specified. Indicating compll-ce with requirement. 1.03 OUAUTY ASSURANCE A. All sanitary sewer materials and construction of some Mall be as shm, an the Contract Plana and Mall meet the requirements of the State of Vermont Agency of Natural Resource (Department of Enwonmental Conservation) and the Public Works Standards and Spedficotlons of the local munklpdIty. PART 2 - PRODUCTS 2.01 GENERAL A. Furnish ell. tee. reducing lees, Wyss, coupling. I.-- cro es, tm-Ition. and end p. of the soma type and don. ,of m,twial as the conduit, or of matrlal having equal or superior physical and chemical properties a0 aanptobls to the Engler to proMde a complete and oer.A. sYet-. 2.02 PVC GRAVITY SANITARY SEWER PIPE A. PVC .ever pipe Mall conform in all respect. to the latest revision of ASTM Spwiflaatlans D-3034 r F679, Type PSM Polyvinyl Chloride (PVC) Sewer Pipe and Fltting% SOR 35 pipe. All pipe and fittings shall be cle arly marked as fdlowr. - Mmufacturee. Name and Trademark - Nomind Pip. Size (- shown on plane) - Material Designation 12454-C PVC - Legend 'Type PSM SOR 35 PVC S.,r Pipe or 'PS 46 PVC Sew. Pip.' - Deelgnatl- ASTM D-3034 or F679 B. Joints shall be P-h-- type using daslaneric gaskets and shell conform to ASTM D-3212. Th gasket. shall be factory Installed. The pipe shall be furnished In nominal 13 font length. Sufficient numbers of short lengths and full machine fittings shall be provided for use at manholes and maon de. All connections will require the us of manufactured flttinge. Field fabricated, saddle-tpe -nnections rAI not be considered acceptable. 2.04 MANHOLES A. Manholes shall be elz,d as Indicated an the plan and shall be precast comets with a monolithic ban and shall conform to the latest version of ASTM Speclflmtlw C478. B. Shales shall be cm,tm tad with 1 at?Btednovingl^,mmi Inform =.pre-lve strength of 3,000 ps ye, Holes sholl be as Mow an the pin and details and shell be constructed with concrete or brick, a. par the local mlpolty's standard. Inwrt, shell haw the exact X.P.Mof the eswer to which they we cmnected. and any change in size of direction shall be gradual and even. C. All monh,im am to be provided with copolymer polypropylene plastic step. with steal mWforwrnmt 12 Inches an center. D. All manholes Moll be provided with augh, gray. met Iran manhole fmmx and own. All Iran txting. Man be thoroughly clawed and than cmted with hot tar before being delivered. From and town shall be LaBorm LC 266. or an approved equal, and haw a minimum selght of 400 pounds , E. Precast risen and bases far manholes shall mnfarm to ASTM Spedflcatkn C-478. The pipe opening In the precast manhole vy.tem Mall haw a cast-'n-ploc, flexible gasket oran equiw ant s„teen far pipe Installation as approved by the Engineer. Joints between manhde rI- shill be 1' minimum width gxible gasket or approved equal. 2.05 CLEANOIUTS A. Caeanouts far gravity sewers and force main, shall be provided at location, indimt d an the plans or as directed by the Engineer. Clmnmt frames and mwrs shall be of tough gray cast Iran. Castings shall be Wa to pattern and free from flaw. The bearing surface of clean-t frames and against each other shall be machined to giro cwtinumv can tact throughout their cirwmfrmce. PART 3 - EXECUTION 3.01 GENERAL A. Cara Mall be .-lead by the Contractor to avoid disrupting the opro otlon f existing sanitary sever facnitles without prior written aW,wl of the Englner. B. Whm szaeling underground utnitlx not scheduled far owl or abandonment are ountered In the excavation, they hal be adequately supported and protected from damage Any damage to utilities shall be rpolmal promptly at no additional -et to the Owner. C. Installation M of pipe all be in accordance with Section 02225 - Utility Trenching and BackiRling and as specified by this ewtkn. 3.02 BEDDING FOR PIPE A. Tha bedding material shall be Moped to fit the pipe for a depth of not less than 10 percent of Its total height and ..It haw era-sa to re -I- the bell. 3.03 LAYING PIPE A. In general, aewr pipe Mall be installed in accord-ce with the latest detailed Instructions of the manufacturer. B. The laying shall begin at the cutlet and and the lover bdinnt of the pipe shall be I contact Nth the shaped g ghout Its full length. Bell or grooved ands of rigid pipes and the circumfrentlal laps of flexible pips shell be placed facing upstream. C. All pipe and fltUngs I dl be carefully examined far defects and no pipe ar fittings shall be [old which ore known to be defmtiw. If any defective plow la discovered after laying, H shall be removed and replaced at the Contractors expense, All pipes and fittings shall be Gored before they am laid and shall be kept dean until occpled in the completed work. D. The pipe Mall be laid to conform to the lines and grades Indicated an the drawings or given by the Engineer. Each farm pipe shall be w laid as to faa dose pint with the next adjoining pipe and to bring the Inverts continuously to the required grade. E. The Cmtractor shall take all nece ssary precautions to prevent flotation of the pipe In the trench. F. Men pipe laying la not I progress, the open ends of the pipe shall be dosed with temporary watertight plugs. If water Is I the trench when work Is resumed, the plug shall not be ranoved until all danger of water entering the pipe Is eliminated. G. For force male, canasta reaction blocking shall be provided as detailed at all bend, deflecting 22, degrees a At the Contractor's option, relalner glad. may be used at bonds In [Tau of concrete blocking. Retalnr glands Mall also be provided of all pints within three pipe lengths each aide of the bends. 3.04 GRAVITY SEWER PIPE TESTING A. The Contractor shall provide all necessary aqulpmmt and Instrumentation required for proper completion of the flushing and testing. Quality of water, test procedures, and method of disposal of water shell be approved by the Engineer. Prior to tenting, flush with eater to -a. con.truclkn debris. 8. All teats shall be mod, I the presence of the Engineer. Preliminary tests mode by the Contractor without being observed by the Engineer will not be accepted. The Engineer will be notified at least eight hour. b"foro ony work Is to be Inspected or tested. C. The maximum *ewer length to be tested at an, time shall be that length between any two manhde. D. Air Testing: Lae pressure air testing shall be conducted In accordmes with the following procedure,: 1. E..h end of the test ...11- shall be plugged, capped and braced. Necessary safety pro-U.n, .hdI be token to prevent blowout. and p... This Inpry. 2 M air hose shall be connected to a tapped plug u.ed M an air Inlet Th, hose will be connoted to the air cantrd aquTpmwt. which ohdl Include voles and pressure gauges Than shall If.. air to -ter the 09ester tIin. monitor air pressure in the m , shut dr. and proMde pressure reduction and relief. The monitoring pressure gauge shill how a range of G-10 pal with diviskn. of 0.10 pal d ;-rr,,y of .Mpsoi. to 3. Th. air -mprs*.or d or upplyMail the test line and the toot motion filled slowly, until -n.tanl pressure of 4.0 pdg I. maintained. 4. A pressure above 3.0 pdg Mall be maintained far at least low minutes to allow the temprotum to ,tabilixa. A check far ledte shall be mode and if any re found, the pre -um shall be released and the fitting replaced or mpalmd. 5. After the ,t.1,111 -ion period, the pressure shall be adp,led to 3.5 psi and the air supply din-lexi. 6. Measure and record the time Interval for the test line pressure to drop from 3.5 psig to 2.5 psig. 7. If the groundwater table k above the pipo, in. -- above lest pressures 0.5 psig for each foot the groundwater Is above the Invert of the pip. 8. The requirern-ts of this polfkatlon shall be sidred otleflod If the time required in a de far the pressure to decrees from 3.5 to 2.5 psi greater thanen the rage back pressure of any groundwater that may wbm.ge the pipe To not less than that computed according to the following tablr Minimum Test Time far Various Pipe Sizes Diameter (Inchon) Tim. (See/100 Ft.) 4 18 6 45 8 75 0 90 2 110 3.05 MANHOLES A. The excavation shoal be to the depth Indicated on the plans ar ordered by the Engineer, and carefully shaped and graded. B. Monhde sectlans Maas, be precast concrete and shall conform to I dimenslons Indicated an the plane m ordered by the Engineer. C. Channels, Inverts and flow areas for near manholes Mall ,waan.tructed of brick and mortr or cmaete. Inverts Mall haw the exact Maps of the aewr to which they are grnested and any change In size or direction Man be adual and even. All construction of sewer manholes must be carried cut to Insure watertight work D. The required cro e, of brick Moll be placed an top of the n ttela to the e.-Ut indl-fed on the plans or of bylhs Engineer. Brick shall be laid In on appropriate r by a aompat-t m AHr the bricks am laid, the pint. on the Inside of the brick m s-ry Mdl be neatly pointed. The outside surface of the brlot, Mall be cowed with mortar of the cum quality as used far laying the bricks w that a roe-obly smooth surface 1. obtained. E. The mat Iron frame Moll be set as indicated an the plane Ina full mortar bed. The grade or cow shall be property placed In the from. 3.06 MANHOLE TESTING A. Manholes Mall be tested separately by we of the following two procedures 1. E.flltrollw Lxkage Test: All pipe. and other openings Into the manhdMbe e aas, suitably plugged and the plug, braced to prevent blowout The manhole Mall then be filled with water to the top of the cone section. A period of time may be parnilted. If the Contractorw wishes, to allow far absorption. Al the and of this period, the menthol. shall be roHlled to the top of the cane. If necessary, and the measuring time of at least four hours begun. Al the rod of the teat period. the monhde Mall be refilled to the top of the cane, measuring the volume of eater added. This ant Moll be canmted to gallons pr vertical foot depth far 24 hcun. Tha leakage far win manhole shall not exceed an* gallon/wrticol feat/doy. If leakage --do the Ilowable rate, repairs Mall be made as approved by the Engineer and the manhole retested. If the Contractor dote to backfll prior to testing, the testing shall be at his own risk and it Mall be incumbml upon the Contractor to determine the reason far my follure of the feet No adpstmwl In the leakage allowance will be made for unknown can such ane I .king plugs, Msrptl-, etc. It will be assumed that all Iese of water during the test I. a ores It of [sake through the pints or through the concrete. Furthermore, the Contractor Mall take any .tope eery to assure the Engineer that thew ter table Is below the bottom of the manhde throughout the test 2. Vacuum Test: This method of testing manholes far leakag. Involves the use of a deV_ far sealing the top / the manhde cone ewtl_ and pumping the air cut of the manhole. creating a vacuum and holding this wcuum for a prescribed prod of time. The procedure farthis test I. es fallow. a. NI IlHing holes and extrkr )alms shell be filed and pointed with anapproved-Mrinking mortar. The completed manhole shall not be b-Itfilled prior to testing. Manholes which have been backflllad shell ban axcawtad to expose the entire exterior prior to vacuum testing a the manhole shell be tested for leakage by means of the -filtration leakage test. A All pipes and otter comings Into the manhole shell be suitably plugged In a manner to prevent dlapi-event. c. A plats with an inflatable rubber ring the size of the top of the manhde shall be Installed by Inflating the ring with I -to pressure odmuate to prevent leakage of air between the rubber ring and the manhde well. d. Air *hall than be pumped out of the manhde through an penlg In the plate until a yq(g�AAds erwtad Inside of the mmhd, equal to 10 Incfirr of .-t ry an napproved vacuum gauge. The removal of air shall than be stopped and the test begun. Ths10' nhd. shall pax this test If the wmum holds t Hg or drops no lower than 9' Hg within the following times: Depth of 4'0 Manhole Minutes Seconds 0' - to' 2 0 10' - 15' 2 30 5' - 20' 3 0 20' - 25' 3 30 I. 1I the, vacuum drop exceeds I' Hg during the .pedfled tlme period% the manhole shall be resealed and Step. 2 through 5 above repented until the wcuum holds for the mecmed time. g. Aftr the manhole pass the vacuum test It shall be backfoled carefully so that no lade ors arwled. If the manhde Is disturbed In any way during backfnl, It shall again be wcuum tested amending to Steps 1 through 5 oboes. If the manhole fans the wcuum test the Cantractr shall tool the manhole using the manhole xMtmtlon test In. The Contractor shall provide the Engineer with a written log of each manhole leakage test result. L Manholes shall be tested and accepted prior to building manhole Invert. SECTION 02936 - PERMANENT SEEDING PART 1 - GENERAL 1.01 SUMMARY A. Secit- Includes 1. Fumlahing all labor, material", and equipment to omplete all seeding wont as shown on the drawing. and epwlfied heroin. 2 Except whore otherwise shown or spedfletl, the Contractor andl seed all areas where new contours we shown an the drawings and all areas where a eUng ground cow has been disturbed by the Contractor's pratlons. B. All work and materials of this Section .hall conform to the applkable requirements of the VAOT Standard Spolflcatlons, DIA.Ion 600. 1.02 SUBMITTALS A. Provide the following for approval prior to ddhary to the sits 1. Supplier's Certificate of Compliance attesting that Ilene, fart➢br and -ad mest the requirements xpoified 2 Th. Cantractr shall provide rpreemtathe tpadl samples for testing and approval, deliver samples to a public extwsiw s 4m agency testing laboratory, haw testing report sent diroetly to the 1--dweepe Architect and pay all cost*. Testing Mall report an mechanical and chemical (pH soluble wits) analyst. Report Mall be submitted at least one month before any looming la to be done. 1.03 SIDING SEASONS A. Seeding and Initial ferUlzing Mall be done between April 1 and June 1, between August 15 and October 15. w as wmthw o permitted.when the ground 1. fro.en.bexdcxalwlynsetng eordothw.1- unenlable. If seeding Is done during July or August additlond mulch material may be required by the Engineer. PART 2 - PRODUCTS 2.0I UME A. Ume shall be standard. ground dolomite Ilmestane, agricultural grad% containing o minimum of 95X of calckim and magnesium carbonates. 10X Mal pose the 10 mesh slave: minimum 90% Mall pox the 20 mesh a'ew: minimum 40X shall pose the 100 mein claw. 202 FERTR.RER A. Fertilizer Mall be commercial grade granular fertilizer as squired for a 11 conditions as epwlfkd In Section 843 of the VAOT Standard Spool cations. The fertilizer shell be delivered to the project In new, di clean, sed containers which bear a label fully desrlbing the content. the chemlod analysts of each nutrient the fertlllxr grade, the net bulk. the brand and the name and address of the nufactuw. The fertilizer and label, Mall conform to all existing Stale and Federal regulation*, and shall meet the standards of the Association ffl allon of Odal Agricultural Chem tat. 2.03 GRASS SEED A. Provide fresh, dean, new -cap seed of the gross spec'". proporllons and minimum prcenloges f purity, gmminallm and maximum parcmtpee " of weed and as fdlowr 1. Park ..ed shall normally be used on Imm area.. This acted mixture Mall -nfrm to the following table: Minimum Minimum Kind of Seed Punyy Germi nation Lbs/Ara Creeping Red Faecue M 85X 40 P-rIW Rysg.. 98X 90X 50 Kentucky Bluegrass 97X BSX 25 Redtp 95X BOX 5 TOTAL - 120 2 Slope seed *hell normally be used for all slope work, IIyy 3-.1 - elewpr and Mrth all a-fom to e foil-(,g table. Minimum Minimum Kind of Seed Punt;y Germination Lb./Acre Creeping Red Fescue 961A 85X 35 Perennial Ryegm. 98X 90X 30 Rmtp 95X 80% 5 Ak&e Cl._ 1 90X 5 Birdsfoct Trefoil 98% BOX 5 TOTAL - 80 B. The seed mixture shall be delivered In new, Iron, need cant inners. Labels and content" hdl conform to all State and Federal egulation& Seed shot be wb)wt to the testing provisions of the Aewdalll of Official Seed Andyele, C. S.ed that has becom. wet moldy. or otherwise damaged .11 be rejected. 204 MULCH A. Mulch must be Installed an ell seeded areas. The following mulch- are amptable far use. 1. Hoy mulch free of reeds and -me ..it. at ante of 90 Pounds per 1,000 square feet. Woad fiber applied In a Bury (1/8' r longer) at a .to of 40 pounds per 1.000 square fast. 205 WATER A. All wolr used Mall be obtained from fresh water sours and Mall be free from Inpnme chemical and other toxic substance harmWl to plant III& No water which Is brackish cum be parmltted at any time. The Cantractr shall Identify to the Engineer of source of ealr at least two weeks prior to use. The Engineer, at his dlwation, may take samples of the water at the eau ar from the tank al any tine and haw a labes oratory text the samplm for chemical and eolln, contort The Contractor Mall not use gy waterfrom any source rhich Is dMapprowd by the glneor following such test. 206 HERBICIDES A. A pre-em.gence herbicide, siduran (tupervan), shall be applied to the ilnlahed topsoil if .xding Is to over prior to June 1. Th* type of h.,blelde I. effective against germinating -ads - It kills the plants before the emerge to the soil surface. More Importantly, It does not Interfere with the germination of cool eeaem gray.- win as Kentucky Bluegrass and C-26 Hard F,ecue. S. Applicatim: C-tractor Mall use extra tie" In handing. the ran, commmanufactuonly known reconmarhda�te,•. shall be applied at 2.07 FINAL FERTIUiER A. 'Uromlts' or 'Nitroforn' containing 38X nitrogen an o Was mI - farm. PART 3 - EXECUTION 3.01 PREPARATION A. Examine finish surfaces and grade. a Do not start ding work until unwtl.factry conditions aor.tort. led. Perform seeding want only after planting and other work affecting ground surface has been completed. B. Notify Londwape Architect at least sewn (7) working day, prior to starting seeding. C. Prepare avae immediate prior to seeding as fol. low 1. Loaw cro➢ of and os or' to a minimum depth of 4'. 2. Remove aton- over 1In any diameter and sticks, roots, biotin one eztraneoue motr. 3. Remove existing weeds and grosses by pulling or tilling under. 4. Grow areaa to be sided to a smooth, free draining even surface a loose, moderately worse texture. 5. Remove ridges and fill depressions w required to drain. 6. Restore prepared areas If eroded or disturbed prior to seeding. 3.02 SEEDING CONDITIONS A. Seeding shall at be dons when the ground Is frozen, maw, cared, muddy. or In any other unsatisfactory candltlon for planting. No seeding operations shall be conducted under adverse wxthr conditions r whm all moisture conditions a-fawabls (too wet a ten dry) orwhen winds exceed 5 B. C-.truction methods shall be than establlehed as agronomically acceptable and fwelble and rhlch are approved by the Engineer. The Contractor shall keep all eq,lpmmt and whlculr and pedestrian traffic off areas that haw be- seeded to prevent excesiw c rnpocllon and damogs to young plants. Where such compocllm occurred has oceueQ the Contractor shall rework the son to make a suitable seed bed: than reseed and mulch such areas with the full amounts of the epacifled materials, at no extra span,, to the Dane, C. Surface and seepage water should be drained or d'wted from the site to prevent drowning orwinterknling of the plant. D. All areas and parts of areas which fail to Mow a uniform ,tend of gross fr ony mown whaHoever Mall be reseeded, antl each ar ar part. o/ arena shell ban seeded rspwtedly union all areas are covered with a satisfactory growth of grow. E. Watering k eonsidred a necessary dement for mtabikhmwt and survival. F. M- ryegra has bean planted for temporary er-I- central and has not bem eliminated prior to the completion of the work, such a enshall be de -el t least 3 inches deep and ended for s permanent grosses to prevent the ryegrass from reseeding and be-nnIng campatiliw with and retarding ermanen development of the pt sow. 3.02 SEEDING A. Lima and fertilizer should be applied prlr to a at the time of seeding and Incorporated Into the sal. Kind. and .:mount of lime and frtnlzr Mould be based an an vaculuation of eon toots. Whan a roll test Is not awAable, the following minimum amounts should be applied: Agriwl turd limestone, 2 tans per we or100 Ib. par1.000 square foot Nitrogen (N), 50 lb. pacre ar 1.1 lb. par square it Phosphate (P205), 100 lbs. per are or 2.2 Ube. par 1,000 equate feet. Potash (K20). 100 lb.. par acre or 2.2 lbs. per 1,000 square feet. (Nate: This Is the equl-Imt of 500 be. par core of 10- 20-20 fertllizr or 1.000 lb.. par acre 5-10-10). B. Seed should be spread uniformly by the method most appropriate far the it,. Methods Include broadcasting and hydro ... ding as follow. 1. Broadcasting: So..... d using rn cha Lod apreader at a rate of 4 Ib./I,ODO square feet Distribute seed evionldirection at right anglxam entire am yah to mother. ng �al quRake ys In or min tightly Into top 1/8' of tpmal, rail lightly and water with a fine spray. 2. Hydro-eding: Max medfled seed, fertllln and puiwrize mulch In rater, using equipment mecl6coliy designed for hydroseed oppiimtkn. Continue mixing until uniformly blwded Into homogenous slurry suitable for hydraulic application. Apply dory uniformly to / eaa areas to be ended. Rate of application as required to obtain specified and seeing rate. 3.03 MULCHING A. Mulch materials Moll be spread uniformly by hand or machine at a rate of two 50 lb. bales par 1.000 quam feet. B. Organic Mulch Anchoring - Stro, or hoy mulch must be anchored Immedlalely after prooding to prevent wind blowing. 3.04 MAINTENANCE A. The troll continue period shall bents Inmadiatdy after and shell continua until ocptanca B. All mulches must be inspected periodically. In partkadar after rainstorms, to check far ri aroslon. Where osl- Is oberved, additional mulch Mat be, applied. Net should be Inpwted after rainstorms far dislocation or fagurs. If washouts or trackage occur, rdn,tdl net as necessary aHr repaving damage to the slop. Inspections should take place until W-was we firmly established. Grases* shall not be -soldered established until ground am Is achieved which Is mature mough to contra soil er wan and to survive same weather c dltlone, Whore mulch Is used . conjuncts- rIth am,mmtol planting. Inspect periodically throughout the year to determine If mulch a. maintaining wmags of the roll surfacer repair as needed. C. Seeding arms shall be protected and maintained by watering, reseeding, mowing, eaa ding. roiling. Insect or disease control measures, re-frtilizing and repair of washouts Mach are necessary. C. The Contractor shall maintain of ended areas until full wgelali- I. established. D. The Contractor Man elm keep all seeded areas free from weade and dMrio, such as stones, cables, baling wire, and he shall mow at his own wqp all dopy. 4:1 ar two (flatter) and el levturf established (ssed d) in the +dlealg m 1. When gramreachesa height of 4-6', more to a height of 3'. 2 At least two cutting. shall be male prior to final accept-ce. E. Following mowlng, all permanent seeding gross areas (mowed d unmo ed) shall receive a uniform opplkatlon of slaw rdxes fortillzer hydraulically placed at the rate of 10 pound. pr 100 square feet 3.05 ACCEPTANCE A. Inpwtion to determine acceptance of seeded -ens will be made by the Landmpe Architect upon Contractor, reittm request 1. Provide notlflmtim at least tan (10) working days before requested Inspection data B. Seeded areas wfll be acceptable provided all Instollatlm and malntwanow rpukements haw been compiled with and a healthy uniform town la established. C. Upon accept mm the Ower will assume maintenance. 3.05 WARRANTY A. All seeded areas will be warranted for a period of twelve .-the from data of Dense. omptanes Should any ended rs fag to maintain full vegetation, failed areas wain be efurbished until this specification Is aohlewd at the coal of the Contractor. SITE ENGINEER: r CIVIL ENGINEERING ASSOCIATES, INC. nwlm MJW guc SAV APPg.M SAV OWNER EIGHTY MIDAS DRIVE, LLC 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT 05403 PROJECT: PROPOSED VERMONT FEDERAL CREDIT UNION 80 MIDAS DRIVE SOUTH BURLINGTON VERMONT -law SPECIFICATIONS DA" 0um. N0y®6R SEPT., 2005 SCALE AS NOTED C7 eaa. ono. 05122 c SITE ENGINEER: MEDAWON I 1 '; / Iit I ' !I II I SITE LIGHT I •`'� I i .'-..-.."_.i s i' ii 1 • i a _ i t I _ y o i 1PROPOSED / I :: Y I , i „ •� zv I I SITE UGM y + + j + 4 CIVIL ENGINEERING ASSOCIATES. INC, 0.01 0.01 001�0 n o I 001 a.en ` i i wT + + + ' i I ' P.C.BOX c85 SHELSURNE. VT 0' 4F7 ANCHOR BOLTS A: NON -TAPERED SOUARE c\ ( ' �� +' +4 .. .1 + + + + + + + 1 +1 , i t :z em a32J FAx: s["z-Ffl+'-azrr ..av w.vw..vrs-ruvr. TEMPLATE BY LIGHT ALUMINIUM POLE ,I 1 0.05 O.1Ti�},i� 3 0. 0.70 0.55 "Q.38 0.29 a17 1 wo b.05 `,, 0.03 0.02 0.02 %01,,- .� 0.0� y 0.01 1 0.01 i POLE SUPPLIER DARK BRONZE FINISH '? ') I t m} ,w. / -' L.. i 1 : coermsffi ®4<wR _ A1t. mgeV9 Eip1® BOLT OR CADNELD HAND HOLE w/COVER �:-" 11.O1 0.01 0.02 0.13 0.04 �4 �,31 -.Q20 0.15 0.23 �0.19�028.- ., 0.41 0.63 ,,.1(,03 LI-0J.-' --t,47"" Y70"" 08I - 040 �?2 01� /0.07�•�g5 . &03 .02 0.01 .01 0.0� 0.01 0.0j GROUND WIRE ..� I ,/ ......__ T :,�f r/-- \�- �' 1 ! c'.i `, P -31 !; MJW TO POLE + + + I + + + �4' + + + + x 1\7+ + + + + , +'S\ ,+ `+ + .01 0.010.03 10.07 0.18 0.3 0.58 .81 1.06 1.04 0.84 0.57�945 0.39 0.41 ry$7 893- 7},; 'Y (I,92--�.99 1.0 0.5 3, 1 -•Oi5 . 4 PAVEMENT I: �'- ,,,}" ` I I 1 FINISH GRADE 3•L SURFACE + + 1 + 1 + + + + / T y i 1 ` 1 I SAV - - d02 0.05 D 09 II 0.22 0.38 / 0.59 I.OB , 2.00 2.13 y6S 0.84 0 61 O.SS 0.58 / 0.72 1.29. 2.3 5.2 14 .59 0.q0 7(148 0� �Ji.67 0.8J 1.23 1.$ d 9a +6� 41 0.281 i I II SAV 0. { 0.07 �.q.13 �10.� 0.82 1.00 3.1 2.6 1 10.72 .73I 0.84 1.56 \\`2.8, {.88\.,5� /'{.BB 2. 511 1.54 .87 0 0 8 1.78 ...'%2 �� .14 2.4)1 3/4' CONDUIT FOR SCIi w PVC FROM x' + /+ II + + + -/ + + + 4 ' +\ + 1 + + + + + I + 4 } / + Sic f�\ OWNER: 16 BARE COPPER -. POLE TO POLE w/ ;� 1 be (+ / GROUND VARE ,r�,� S PPARATE GROUND 0. 0.08 0 4 0. / .12 \.48 4.8 8.5 6.01/ 3.8 491 1 1. 10.7 76 0.81 1.23 2. 4 3.47 4.24 3.73 2.S 1.3_0 0,.._0.�5• O, �I .`qe 3.13 •'47�4 4.9 \ 3 g� I j 0 (4) 05 VERTICAL---,1 1 1 � -� '+ 1 � _ \ I I / ! ' 'I ) i 1 i ii IF j r +,E + 6 + + + + , + I+ i + + + t- . + + + + + + \ + ` + ► +, +)�((- 1+ EIGHTY MIDAS GALVANIZED STEEL TO O.O.V O.G .14 Ib. k+31 1 5 2.OtT .68 4.94 4.67 3.22 .89�;,09 •7' 0.77 .OS ,.70 \ 2.58 2.89 2.47 2.1 1.34 0. 0.93\ 8� --1 1 2r? 4.09 8 29 ��. ' 4.28�--j 2 A6 59l I I 3/4• E tO' COPPER PVC CONDUIT CONNECTOR ` I I \ C , / Q el j WELD GROUND ROD ,e• + ! + ' + : : + ' DRIVE LLC BOND TO CONDUIT, \ Ci + + + + + + + + + I + + + + +�\• + BASE hPOLE /3 TIES O 12. O.C. 10.07 0.1j.3 5�0. S 1.47 \ 89 .47 .39 2:$9 1.83 I0.99 6.75 0. I0.75 0. 8 1.42 I.86 2.W 2.08 2.0� ,.35 0.94 0.9193 1.17 1.91 3.29 4.81 �4 0 3.33 1/.BO 1d.87 d,601 1 + + I' + + + \ + + +' I + + + \ I I I\\ _ I 80 MIDAS DRIVE POLE LIGHT DETAIL "� I I + + + + r + + + I + + + +/ -. + ...-. + + i O.oe 0. L I G.28 B 0.7 21 1. 9 2 .18 2.0<• 11.S2 I0.99 Q.w Q.79 10.84 1.00 ,.40 2.f4 z.99 3.00 2.as ,.a9 l.zz ,.n/ 0 T.75' } t 4{/ s4 aza z 7 1 7, 3 _..058 SOUTH BURLINGTON N.T.S. 1 [[99 I \ I j X .\( ?i I 0t�' i. I 'i 'i, ERMON } I V T 49 .15) .2,7 04 0.65 Laz 1.6� 2. z.38 z.71 '•,�,.87 �1.25 `a9 �aJ LD7 ,.3z 1.69 z.6b'� Fs7 z.z3 z.n ,.I� .oyZ .ola7s� o.ee h.zs 1.9' z.n .1s 4 i a -ytis�; s7 o.�fi '; ji i 05403 <, J k + + j + F + + + 1 + + + I + + + + + \ + + + +/ • + + +� + + +I + + Imo+ q 1 .. 113 20�.` 30 ot0 0.70 1.18 2.34I 2.4 3.10 -2�6� 33 1.32 1�08/ 0.99 Q89 I.fj�. 7.12�' 1.01 1.Oi� 1.00 0.74 0.54 0.55 O.SB 2 0.75 M.06 I.31 2.30 0,i I I-� /' ,".� ,\ i it .i PROJECT: 4rt1•Ywc N.. sp mh 9Mn InN ttS' ,.%'- ,� Y I + \ + + + + + + 4+ + + �1-' + + _+, \ + + + -+ + ...+ + •, 1 r::Yl U &A c u ud .el c RI to uWue aa,l n. 0 4 0. 0 0.32 0.79 1.02 1.53 1.79 1.50 1.08, �73 0 61 0:70 0.54 0.58 0.71 • 0.81 0.84 Qal 0.77 0.88 0.5 0.49 0. I 0 90� 1.28 .42 S 1 A ,� \ - .�/ / ? I I II PROPOSED Ynr <I R 1 wmpe.m yl 1 ho,nirvl 1tn RN< *111<0 9 k A 4 " + + �� + + + + + .<. n 1 a lixxa a4m nre0xtmrl, hn ,rontr kmy. aovNe �Ynx ° , . + IF + + + _+, ...i:...., _ +-.........,w_ ..+....-+ +....-% %-''+ + + +..+ it 1 11 i yln Norvfyuwr nOM wt<wr dfwre:tileu`bnaP prwlaaryn«.IV C//� 0. 0.1 -';j 0.27 0.39 0.54 0.38 0.42 0.4a o.W 0.29 P.33 0.7i"-"":3 0.75 1.63 1.34 10 1.08 O80 0.55 0.44 0. a8, /fie. 7\A.d(a-� 0 .49 1.23 ,•' VERM quk,e IIgM RnHr IOH tN tiP it TYV 114 a r'Icui TYPe VS lh. �.! L A i - I� 1.�, 1 I 1 ONT Ye hh My R' .1ppt ed tle g:k. ` .. J41mt M f D/>t wMu tan "i 1' rate + +\+' + + + + + + + + !+ + / + +� + + 4 + + 4 '+ + + `i +',. + 1 :..e,l r<11 t+m I drrnM 1+m: 0.4 0.0 �Q11� 0.14 019 0.23 0.24 026 28_.._024. ..._q.2,S_..U.2 0.28 0. 51 qe4 .10 X.BS 2.88 2.` 0.93 `0.48 0.34 0.21 0.28 0. "! 0133 0 5 0. 0.37 0.27 0.20\ 02 1 ,A 1 Er .rr brnl d9,n ._ ....... ..._ ... /' ` ; 1 FEDERAL •�{}�p�� ..�\ i! >n t 3 M 41 y. R MMI. MPdIUl:ihnrfce ",.: 1 •• - i �- \•... 1 t/t + + I + + + + + + + + + + +,." + +} + + + t + + + + + / CREDIT UNION +CWdtYVe, ,m hRIi9A„turAng rRtMm IJY'(iPY }o. NPa. t,r_•„w 0.04 0,08 0.08 0.11 0.14 0.18 0.15 0. 0.14 0. 16 0.20 O.J 0 3 ,. s \2.99 4.'9.3 2.J .09 ,o.os o�s o.m e1x o. oea a.17 6.'1•�-;,..d // + •jr - + + + + + + + I + \\+ + -w +1 + '\,yI ' +i ,. + �r 1 - { t 1 0.02 4.05 I o.Ga 0.11 0.13 0.130.12 1 0. tg 0. Q 0.05 0.0 L, A4z .Ii o. 0.10 q.lz o11 aq 0.00 pOe ,r o9- o o L // - 0 MIDAS i %) 1 + J+ - + + + /+ + + \ i tt\.. �/. , 8 DRIVES 7'. �� +�..-- ' + 1 SOUTH BURLINGTON I°� C � E73A `y0.119 O.OS .OS 0 4 t 0 0 �/ x .09 11 ' ... 1 b.Gx Oj08 09 0.11 0.14 14 0. b LOB .04 2.23 1 i VERMONT T` .G3 7 �.09 0.13 0.10 0. 0.2 0.2 .la 0:0�5 0.04 O.OS `q.'q5 0.OJ O.Oa o. 0.09 Ii 41 tlH N I }a gpei 1 9 n I I 1 p arra Mr ww dM.� ao nwt ae IHd ax4 «ea 'm,y, + + + '- �' .. !+' + + `` + + + + B3Q d i u:n xuaur a is m ' , 5 0 G(, 2 0.111 0. 0, 0.60 0.58 3 - 0. 0.0 )I 09 j o 10 I '( j3 � .ta 0.T7 a91 o.to !I ,5 x1. XP5 anRw.Dna I.ke p _ P poSED S ;'•. 4+1 .a N, 11 tt •'MUA+:g F'wtn:a„ ♦Hw„ M \ +1 1 �. n�wtnV WaRrm + + + i��- + �' O ;` + I. +;J + ¢1 + is ; f 6` 0. 0: 0.1 0. 201 2 , 5 / \ \ , r - , . , .\ 0+8 .21 +E 0.25 Oil qZ GAS - I 0.0 qr(1 0.2� 7 a25 S- \10 \ BUILDING-7C ?Y O. TI ed.29 0.43350.�8'TP� 0.7 0+ W E. 316 .. I 0I 0.291• 0.93 IZA a .T7 4.58 1I70 h.le 2. 1 1.a31 0.6 fan, m•.ww.- kTww, an. I 1 I + 1- / 1 + + I !_ ._. .._ -_ / n°.rnM, +% + .+ + ......--•'/ + I+ •� .14 + Yam„ \ 1 o.r3� o.z0 Lo/77 r 9 .47 11.61 m mir jFFITIER �; ■ pr it R :iS - I l k R.. a 9 f I+n'xw 1. n,Rly ms4w d 99 1 rA a W qq9 icN"I ytlea M a b M µ•i fi •M fN I I. p Nam' S M N.lp M .iR aLM 0 if "ta.gm.':1 IAA i mN Ar+l Mq y,x t rcuwxd .rkN P!wM iG f. wna�an'wziw r,M1Ne M9Y 4+{wwrH la f:�lrnl kr :lPS:. 0.5f. 0.afw 0.S f. / \ / / %: gam\ ao a l i,.fe ) 11 m ... J 1 \ '• 2.L f 1 ;5.0h� S1A & WA 81A 83A FOOT CANDLE PATTERN FOR INDIVIDUAL LIGHTS AT PAVEMENT LEVEL 0.12; 0.24 0.73 1:i5 3.5 A2-s•/37 .21 1.06 2T 2.90i 3.3i �.3ek1'1�2..1-9.8x, \ h\ / \ \ \ \ + + + + +1 + '+ + 1+l f' + \ + \+ 1 + ; 1t ` 19 as , 143 2.IJ 2.07 1�. 0.02 0.02 0.03 0.08 O.t1 0.23 law 1.12 I2.Q1 .4.92 5.31 '•.40 clog •: 15 43 0.37 0.58 O /5 0.84/ 1.07//2.3 3.09\ 0.73 51\ 0. 3 0.10 0.05 0.03 0.02 (.01.am-'T.Gr 0.04 0.( 7- 0. 12 B 1 A 48. _ i+ 0. 0 0 Oa 0.2J o.32 0.49 0.70 s7 3.94 a1S 1.9�\` 1 O.w 0. 4 0.01 0.01 0.0J O.Q6 O.ls 0._ Of.C3.�'�j0 7y45 1.12 �51 021- D. o' 0.0II 0.14 0.28 Q.76 1.44 1�9 2.75 Z72 3.45 2.42 ,0.33 0.13 0.04 0.01 0_�00 _PAIL-6!8'r-0.03 O:d3 0.12 0.24 O.M �5 1.58 1 88 h.18 _0.62 032 d.0i 0.03 �\ 1 :`, +' + + + \ + +.�+ RCS �+ + + + + + + + + +--' 1 0.0 v 0.071 0.1s O.J1 (]83 1.07 .47 \p.53 4.2p 5.78 2. 0. p.3 0.12 0.02 0.00 0.0, 0.01 0.01 0.01 a02 0.08 0.10 0.22I, ` ` I + + + + +� + k +' + + + + + + . 10.04 \)0.08 10.1 0.32 0. 00 1.�q 4. 3 may. 6 oLp . 0.35 0.04 0.00 0.00 0.00 -, 4�, J \ �_.4++ I016 0.+ 10.07"02/., D / 0.63 0.03 0.2 ' <E 0.50 0.01 12 2005�.07 00.12 V.2 8Los .1, , Oms .05 i;5Z 0.27 ,---v , o+ Of _v' , .., fi, + + + ++ a1jr/'17 0.12 b,70Lf1 -','0.01+ ) + .ol a+GI 0.01 faz os CALCULATION SUMMARY / f AREA NAME DIMENSIONS AVE!MAX MIN �'• ,7'i ':1 I' 1'� A<aa , 230.36.205. 1.0a 19.66 10.00 , JJJ i T r' F.derd Credit URIo. (05122) LUMINNRE SCHEDULE TYP SYMBOL DESCRIPTION LAMPy LUMENS OTY B1A (1) •BI- ST-HI7-HL (1) H-,175/HOR WOO 1 03A CE UGHT,NG Wdlp-k Cutoff •' (1) •83• VA7M17M (1) MVR175N asoo 1 S1A SPAULDING 15' High 175W (1) •51• CM-HI7-IV (1) H-173/HOR MW 3 S2A SPAULDING 18' High 1GOW + (1) •Sz• CM-H10-IV (1) H-tw/HOR 6200 2 LOCATION MAP 1' = 1500 DATE I ME- REV1mom PROPOSED SITE LIGHTING PLAN DATE DMMG NUMBER SEPT., 2005 1"=10, L1 P., ND. 05122 NO rn N co x c— n rr O C u P L A N T L 1 S T Key Q Scientific Name Common Name Slze/Spec. Acfr 4 Acer x freemanii 'Jeffers Red' Jeffers Red Maple 2.5-3 in., BBB Amla 2 Amelenchier laeVls Allegheny Serviceberry G-7 ft., B*B, multi -stem Aruv 241 Arctostaphylos uva-ursi Bearberry I gal., 1 0- 1 2" Bumi 15 Buxus microphylla 'Wintergreen' Wintergreen Boxwood 3 gal., 1 5- 18" Clal 13 Clethra alnifolia Summersweet 3 gal., 1 5-18" Clhp 13 Clethra alnifolia 'Hokie Pink Hokie Pink Summersweet 3 gal., 1 5-1 8" Clrs 14 Clethra alnifolia 'Ruby Spice' Ruby Spice Summersweet 3 gal., 1 5- 16" Eual 7 Euonymus alatus compactus 'Fire Ball' Fire Ball Compact Burning Bush 24-30 in. Gibi 4 Ginko biloba 'Magyar' Magyar Ginko 2.5-3 in., B*B Have I Hamamelis vernalis Vernal Witchhazel 8-1 0 ft., BBB Plgl I G Picea glauca White Spruce G-7 ft., BBB Cub] I Quercus bicolor Swamp White Oak 2.5-3 in., B#B Spjr 28 Spiraea japonica 'Red Red Spiraea 3 gal. 1 5- 18 in. Tata 8 Taxus media 'Tauntonn' Dark Green Spreading Yew 3 gal. 1 5- 18 in. Wefj 38 Weiejela florica 'Java Red Purple Leaf Weigela 3 gal. 24-30 in. N ' 0 oc_n Z 0 •� m Zl -10 rri �o ° a4a CQ 0 �` , 3 I ° C OO itQS m WZ�o D� i z°gym° v c) c� n Sep 30 05 11:07a Civil Engineering 065-2271 p.l Page l of d Steve Vock — From: "'Peter Mead'"-=prnead@Cea-vt.corr,> To: "Steve Vock" Ssvock@Cea-vt.corn> Sant. Friday, September 30, 2005 8:38 AM Subject: Fw: VT Federal 80 Minas Drive ZAI --- Ofiginal Message from: Joe Segale To. Steve Vock Cc: Tom Crapo Sent: Friday, September 30, 2005 8:37 AM Subject: VT Federal 80 Was Olive steve- I r6,11ewed the September 2005 site plan and checked turning radii for passenger cars, The 18 feet provided between the curb at the west edge of the parking lot and the ATM is adequate to acromodatH a parked car using the ATM, and a bypassing passenger veheffe. When a car is using the ATM, it will be approximately 1 toot away tom the curb. Assuming a 7 foot width for the car (as per AASHTO), that loaves a width of 10 feet for a bypassing vehicle. It is worth noting for oomparison purposes that the Vermont State vfandards for iocal urban roads states that lane widths may vary from 7 to 1 t feet. Widths of 7 to 8 faet may be approprtate in residential areas having very low traffic volumes and little truck traffic. Although this project is riot residential, the voiurne of traffic that wsuld uar the t?ypncc iuno will be quit* sm-all and will he prirnarily passenger vsltic4Q6 9rW §Milll trucks. Therefore. the width of ,,;-10 feet avaitable for bypassing vehlcles Is adequate. Rescur(;e Sw;t.c:ms Group, Inc. 100 Uorset Strut, Suite 20 5oilt:h 3urlingtun, V'r 05-403 p (802) 363-0L10 f iuC2) 363-0122 � seyr ie� rf,s�inc� . C.•OfC� 9%30/05 403 Queen City Park Road :south Burlington, 'OJT 05403 Phone: (802) 864-4361 !=ax: (802) 864-0435 July 27, 2005 Civil Engineering Associates, Inc. PO Box 485 Shelburne, VT 05482 RE: VT Federal Credit Union 80 Midas Drive Dear Sirs: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. As Yur project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District the City of South Burlington, Colchester Fire District #I- and the Village of Jericho, henceforth the "CWD Specification." Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. The service line to the existing building that is to be demolished shall be shut off at the corporation on the water main, and the curb box removed. 6. Future plans must show the proposed service line, including size and material, proposed tapping location, and nearby utilities. 7. It must be recognized that this building is near the end of the dead-end water main on Midas Drive. As such the water quality and flow conditions are subject to those conditions found on dead end lines with a fire hydrant near the end. Those conditions may include decreased water quality due to low use, and water surges from routine or emergency fire hydrant use. The proposed tap should be placed, if possible, on the water main before the fire hydrant for water quality reasons. If the tap location cannot be performed on the water main before the fire hydrant, the hydrant should be relocated. 8. Access must be provided to the Department for those curb stops and gate valves located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapterl29, Uniform Water and Sewer Disconnect. 9. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the pipe. 10. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 11. Corporations shall be Mueller H-15008 (3/4" -1"), or Mueller H 15013 (1 1/2"-2") or Cambridge brass. Curb stops shall be Mueller B 25209 or Cambridge brass. All brass unions and adapters shall be Mueller or Cambridge brass. 12. No underground utility shall be installed within four feet from. the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 13. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 14. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 15. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 16. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 17. Further review changes may be required as this project proceeds through the permit process. 18. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, AW /Jay adeau Superintendent CC. Cathyann LaRose Doug Brent Plan Reviews: VT Federal Credit Union -Midas Dr J I 1 FOUND 7 1/2" IRON PIPE \ FOUND '/B" IRON PIN 'i/72PA7R/CK-LLEWELL ttJ lNC '• EX. 4X4 CONCRETE MONUMENT \\\\1 S08 03 SB "W 1.4T WOODS S08_03 ' SO8•_0. N0754'37'E (70, 78.36' 30.00 - - 83.92' \ SNOW STORAGE AREA 6 p• 6' BIG £ RAC I I CPS 6+. _.......... _ - I ELECTRICAL ROOF T SER NC£ METER OVERMAN PARCEL 12 I I \ \N/F N/F 23738.a SF I \ CITY 6F SOUTH CITY OF SOUTH 0.54 ACRES I \ BURLINGTON BURLINGTON I 287/C13 2871215 1 I 4442.112 I z I N M i I2 I 0996.3 so. Er. ro a N IF I I 0.25 ACRES I EIGHTY A41DAS DRIVE, LLC. p A.B. POMERLEAU SETBACK n ib a 1461245 2 __i100'yf 96/21 I WOODS I 60 MICAS DRIVE m I STORY BLOCK b b I N TV trwcd 1ey�w. I � O'}7CE BUILMNC I (4A I 2526 SF. s, \`I{1•\ O GAS Im SERVICE I j I Fes---� 6Q 00' � = BUILDING CORNER' i \ 6"MAPLE _ RJ PROPERTY LIN JB.47 gpn BUILDING CORNt TO PROPEgg7Y LINE J6.6f � I S7142 21 "W FOUND 1 172" IRON PIPE NO TES PUT IS 9)SE➢ UPAv xELO SNRKYS PERTLRNED BY M'6 MACE 0UMN0 LEIABER 1➢ UNNO AN CLECdWIc roTK STAOay. lIT FdLONMD PLANS NEnf VFD M MF -AA- IW R➢5 OAT.` I- PLAN F� BRASSARD Au MOOLE SERNGEs. BA BY N %A ➢ NE1LM INC. AEcf/ ge014, TOxa wxD/ C-X6; 1 'xrruaLRxr sue➢(r TOR aRAzswD AurpwnLE sa°NLEs e.c ernaPAdlar_ u[XFILM /NC. PRO.(C % qeD>4, ONAN % c-%); OAiEO AAVE r9BA OAROS>NWFSEA. nEK uORC.Ax, MAN9i -11,, er- A. -$,I /74 AENYD e/rs/M, OR.4NNA/c-JJ; 'Al LY SUR GF LANDS CF PWLALFAu REK LI rA IF -ANY, BY �YPr9eM�AxOII (NEll EMC. PAA,E'CT /%HI, ORA NM6 A-J%1, 0q Tf9 N SLD WrANR l9% nAr d SIMLEY a <AxOs orDPdNwEAD AEK Esda GMPAxr. SY TIDATMCR-LL[vA-LL M/ MC„ p,EC> M141 -WNL / _-1 OATEO OfcENBER rsee M aMfNTAROv 6 MAGNEDc AAD BASED le°0%' IN, OTIDAntgr 1U11E11 M AIMK NORp ABOH. uxBEerA�WND unuTrcs -AN pN Rss 1. ARE As MARRED .1 0MER5 R NN w R( TIRO P AN, AND HERE NDi EAR p BY EKL YAnw. LEGEND - - PERIMETER PROPERTY LINE -' - LEASE LOT UNE _ - - - RIGHT-OF-WAY OR EASEMENT LINE 07HER PROPERTY LINE -' - - -- ZONING SETBACK LINE ■ 4"K4 x36' CONCRETE MONUMENT SET ® IRON PIPE FOUND O IRON PIN FOUND 0 CALCULATED POINT (NOT SET) ® SEME ClCHWER POLEANHOL ❑T TELEPHONE PEDESTAL 64 GAS VALVE ® CATCH BASIN 96121 RECORD VOLUME/PAGE NUMBER ` SANITARY SEWER LINE ° STORM DRAINAGE LINE WATER LINE -E UNDERGROUND GAS LINE ` UNDERGROUND TELEPHONE LINE ` UNDERGROUND POWER LINE i 12 "MAPLE \ _ I _ C_�CR£TE II EX 41 CONCRETE UNOERCROUNO MONUMENT CAS III, FOUND 1" PIPE N08�'18'09�E 15.99' 44.07, T ;NODS N/F CITY OF SOUTH BURLINGTON SCHOOL DISTRICT ' 39/661 88/179 MAGNETIC FOUND 2" PIPE DISTURBED REPLACED MTN CONCRETE MDNUMENT u dJ - - - _ - 234.72' 241MAPLE 190.65' I CONCRETE SETBACK 30.00' r-------- -------1_.__ GUARORAK ELECTRICAL SETBACK I TRANSFORMER 40.00' � \ B/NM/NOI/S PARKING 1/COWL CORNER PROPERTY (/NE 2 I PARCEL #1 I Q I s.Da' vl 32287 9 SF I o It M/DAS DRIVE I j % 0.74 ACRES BRASSARD AUTOMOTIVE STORY BLOCK SERVICE CENTER �I CONDE1993 A6 ARCEL k I SERVICES, INC. 6,155 S.F. u` SF j f 1421416 v i 0.23 I ..rzLeaz4aarBua....., I li I I CONCRETEI I 10' VAGE EASEMENT e VT. GAS 2661517 CENTERED ON P/PE .ZZ-1A I - _ - - - - BITUMINOUS PARKING - - I I (` EDGE OF PAVEMENT _ _ - 11 B"MAPLE )60.03' B- -21 -W 5--9_ 1NCRE7E CURB SD£WAII GRAPHIC SCALE ( IN PEE" ) 1 I -I, - 20 ft. "IDA S DR/ VE N/F A.B. POMERLEAU 1461245 96/21 WOOD RETAINING WALL LOCUS NTS ---BUILDING COCHAIN LINK FENCE DE -SCRIP TIONS TO PROPERTY LINE 16.16' I vARCO p: 10' WIDE EASEMENT BCGNNMC Ar A CANCRETE NdbMD4r SFr IN CIF NESTERCY pdUNE cw A4bns ¢ . B£Mc ME SWMCASr CORNER OF [AAbS NOW O.R F0.9NERL 60 GREEN MOUNTAIN POWER 157 2fe 8 / r OF Al AND t£E. MC, AND BEM. ME WA-S, CORNER ¢` THE RaoPERn HEREM DFSLWBFD: 1n CENTERED LW CENTER OF CABLE MGYLE PROCEE bNA M A Sq MNEsrE v ¢ ¢ M AND KDAC D E VIES ER r Sq f N E F bA5 ORIYE, dI A BEAN/NO OF SWM 12'42'}1' NEs, A dStANCF OF I7fl )7 FEEr M A P 77. BEIFICNME MIIM ASr CORNER OF PARCEL /! AND B29/O TNC SOVOKASt CORNER OF OlE PARCCL HEREIN OESGiIA— Cn MENCE PRO[EEpMG M A NORMNESIfRL✓OLRECRAN. M ANO ALWD THE NOA MERCY BOU-1 PAR?L 1 /; ON A BEARMt d' H¢TM >9R034- Y£Sr, A dSrANCE d' I67e3 FELT, l0 A PANT M M£ EASERLY N eaIRWARr CIF uNos xow ae EaquERL r a< ME dTr a SWM eLw<Mc1w -0 swpd dsMrc1 SAb -1 BE Mc ME NORMNES'T CLIRNER Or PARCEL /J AND ME Sd/MNESr CORNEA fY ME PARCEL N£RIT DESCMB£0: MENCf PROCEEdND IN A N¢QMEgSTERLY OMECnW. K WC TIFF EASRRLY BOUNDARY I PAVED PARKING 0.< LANDS NOW 49 FroRueRLr w ME G1r d'sWM BWM1McrW mrDW dsnwc, W A eE RMc Lv xORM Dereb9' EAsr A hj dsrAACE ¢F 1BO.6J rzEr. 1D A c'aNCRE¢ WMdFD4r sr IN ME sWIHEAt r eamOARr cr uNas NOW oa FGRerRLr CIF NLunu AND LEE. MA. AND BONG W NLtt caRNER rr OF ME PRMERTY r¢wea ofseMeED: nKNCF PROLE WIN A SOVWAS_Y OMECniAN K.G INS SWMCRLY BWNDARY Ln- LANDS xOw AP FCtRMfRLY Of NgUAY 4N0 LfE, INC.. dl 4 BFAR/NC OF SOUM 7, 211 CAS, A dSTANCE lX I82.s9 FEET Ip ME PGNi a' BELINNMC. BUILDING CORNER MIS NAR Cd4TAMS O.>4 ACRES ¢R ]22e,9 V. TO PROPERTY LINE I4.62' PARCEL 'I.r/ c¢uME - Ar A cF WDAS aRnc: BEMe MF souM[ r cON4vFTE uwuLcwi sfr M ME x£sTERLr nnELMeAM AS A-/]. MENLE PROC£xEDMO `1 A WF M SIEALY OLREC LION IN AM ALONG R4E AESTERLY SIOfLMETOF �l' A WOAs BEgRMC OF SWM /2'A2Il' VIES, O4f rANGE Idl7' ID A CALLULAICD PCM(M 11K NESRRLY SbQRNE p' MgAS ORIL� N MENCE CAVIMUM6 M A s WFSRM✓OMECRON M AND ALONG ME --,Y 90ELME OF -AS -M W A BEARING Y SWM 12u171' W51 A DISTANCE g0.OJ IWI N A CALLU A ED POWr M ME MES ER Y SN ME d M/pA5 DMYF AND DIE POwt LN BEGMNMO ¢� ME DESagIPRW D< PARCEL 1 N/F J 'a MENCE rnvrmvRAc M A saDMNFsieREY aWFLmw M AID KONc ME xESRRGr vaLME m' WDAS 0 aN A IRAE BEAWNC LF SWM IY42II- NFSt, q d5 M'LE >S69 FEEr iD A CONCRETE M-IN, IN ME NESrERt v W I LIAM & LEE, INC. OF WDAB ORI�' ENLE cpxM4UMc M A SWMWESJERLY d/ - M AND Al- THE AE:— 1841479 _�dv O WDAS OR W. 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A DISTANCE OF lS99 FEET, ro AN ,II W 2'tagV MPE OKNCE CdI1N1/MG M A-INCASRRLY dAECOLW, Al- ME EASY BOLAAARY LANDS NOW dP FdNFEIb.r 1 ME Gry d• SWM suxMCTw snlaaL dsMrc, av A eeARMe oT xdPM 0B're'a9- EAST A dSMNCE OF 44.0> FEET. IO A CCULA RO POMr M ME sOUMERLY BOUNOAAY Cf PARCEL y1,AND 8E/NC ME NARMMCST CGiNE GF ME PRWERTY NEREM oESG9IBEp; HENCE PROLEEdNG M A SWINEASIERLY OME _ 11 AND A,-C RK NdtMEALv 6WNMRY OF PANCEL l; CN A BEARMA a 5WM >T ' EAS, A -,ANCE ¢� 16785 RED. TO /NE PpN! Or BECIrIF/MG PARCEL C AWS 0.2J ACRES TtP 9.➢JI.6 SF NIF CITY OF SOUTH r✓ i� i BURLINGTON 287/217 JUL T10N CONDEMNATION FOR HIGHWAY PURPOSES' ACROSS A PORTION OF THE LANDS OF BRASSARD AUTOMOTIVE SERVICES, INC. 1-3 MIDAS DRIVE SOUTH VERMONT c-c- N -_ 815409PI ✓AN A2003 engineering I� DRAwN BY ^lplonning j REG nenngenent I �RA.Nc WrNBER development I 6087 Third Floor .Second Flaar FT f�- NORTH ELEVATION 1/8' = r-o' � e / r g ' _ r r I r r rr r i "SITE PLAN 1" = 30' _� 0 USE: Credit Union/Office SIZE: 9,122 S.F. PARKING: 39 Required (39 req -10% variance) 37 Available LOT COVERAGE: 70% Maximum 67.9% Used BUILDWG AREAS cross RENTABLE RIT 9,048 sl SECOND 13.081 sf 12.705 d TRW 13,015 sf 12,672 sf TOTALS 19,122 sf 15,377 sf 3RD FLOOR PLAN 3,o15.f 1/8, = V-0` 2ND FLOOR PLAN 3.o61 se 1/8- = T-0` 1ST FLOOR PLAN 3,046 d 1/8" = V-0" 8,L l 2005 - ---- -------- CITY OF SOUT; i BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 September 13, 2005 Michael Johnson Eighty Midas Drive, LLC 80 Midas Drive South Burlington, VT 05403 Re: Minutes Dear Mr. Johnson: For your records, enclosed is a copy of the minutes from the August 2, 2005 Development Review Board meeting. If you have any questions, feel free to contact me. Sincerely, �C Betsy cDonough Planning & Zoning Assistant Encl. cc: Steve Vock, Civil Engineering Associates CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\sub\eightymidasdrivellc\sketch.doc DEPARTMENT OF PLANNING & ZONING Report preparation date: July 21, 2005 Plans received: July 12, 2005 EIGHTYMIDAS DRIVE LLC - PLANNED UNIT DEVELOPMENT SKETCH PLAN APPLICATION #SD-05-58 Agenda # 9 Meeting date_ Au ust 2, 2005 Owners Applicant/Contact Eighty Midas Drive LLC Michael Johnson 80 Midas Drive Eighty Midas Drive LLC South Burlington, VT 05403 80 Midas Drive South Burlington, VT 05403 Site Engineer Property Information Civil Engineering Associates Tax Parcel ID 1165-00080 C 928 Falls Road Commercial 1-Residential 12 District PO Box 485 23,739 square feet Shelburne, VT 05482 Location Map CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch williston.doc Eighty Midas Drive LLC, hereafter referred to as the applicant, is seeking sketch plan review to amend a previously approved 2526 sq. ft. general office building. The amendment consists of a planned unit development to: 1) raze the existing office building, and 2) construct a 3-story 9122 sq. ft. general office building including a drive-in bank, 80 Midas Drive. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 12, 2005 and have the following comments. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Table 1. Dimensional Requirements C1 Zoning District _] Required Proposed 4 Min. Lot Size 40,000 S.F. 23,739 S.F # Max. Building Coverage 40% 12.8% # * Max. Overall Coverage 70% 66%/ 67.9%* ♦ Max. Front Yard Coverage Midas Drive 30% • ♦ Max. Front Yard Coverage (City of South Burlington Easement) 30% 4 Min. Front Setback Midas Drive 30 ft. 30 ft. 4 Min. Front Setback (City of South Burlin ton Easement 30 ft. >30 ft. �l Min. Side Setback loft >10 ft. �l Max. Building Height 35 ft. 34 ft. zoning compliance + pre-existing noncompliance ♦ applicant needs to specify square footage and percentage for both road frontages * application and site plan are not consistent- the applicant should clarify # proposed building coverage should be revised to include the drive through canopy The applicant should clarify, as per the notes above, the building coverage, overall coverage, and front yard coverages prior to submitting preliminary plat. PLANNED UNIT DEVELOPMENT STANDARDS Pursuant to Section 15.18 of the Land Development Regulations the Development Review Board shall consider the following in its review of subdivision and Planned Unit Development (PUD) applications: CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch williston doc (a) Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project in conformance with applicable State and City requirements, as evidenced by a City water allocation, City wastewater allocation, and/or Vermont Water and Wastewater Permit from the Department of Environmental Conservation. Pursuant to Section 15.13(B) (1), municipal water service must be extended to serve the proposed development. The South Burlington Water Department has reviewed the sketch plan and provided comments in a letter dated July 27, 2005 (attached) 2. The applicant shall comply with the conditions of the South Burlington Water Department. 3. The applicant shall obtain final water allocation approval from the South Burlington Water Department prior to final plat approval. 4. If needed, the applicant shall obtain preliminary wastewater allocation approval from the Director of Planning and Zoning, Juli Beth Hoover, prior to final plat approval. (b) Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. 5. The applicant shall submit an erosion control plan as part of preliminary plat submission. The proposed project shall adhere to standards for erosion control as set forth in Section 16.03 of the South Burlington Land Development Regulations. In addition, the grading plan shall meet the standards set forth in Section 16.04 of the South Burlington Land Development Regulations. (c) The project incorporates access, circulation and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. The proposed project will have three different curb cuts. The first will access a proposed parking area on property belonging to the City of South Burlington from Midas Drive. The applicant has not specified dimensions of this lot or its access point. The second is a one-way curb -cut off of Midas Drive for ingress into the main lot. It will go around the proposed building, also accessing the proposed drive-thru banking area and exit through a third curb cut onto Midas Drive. Its dimensions are also not specified. Staff feels the circulation plan requires more details. The drive -through lanes as depicted on the architect's plans appear to block circulation of a pass -through lane for customers needing to exit the parking lot. This is potentially a substantial problem and should be addressed by the applicant at the sketch hearing. Furthermore, according to the ITE Trip Generation Manual, the proposed project will generate 148.37 vte's during the p.m. peak hour. This is an increase of 104.62 vehicle trip ends per hour over the existing traffic generation of 43.75 vte's. This is a substantial increase in the traffic generation for the area and should be considered by the DRB. 6. The site plan shall be revised to show the dimensions of the lanes to be used for the drive CITY OF SOUTH BURLiNGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch williston.doc through banking, specifically addressing the widths of the aisles and the existence and width of any pass -through lane. 7. The site plan shall be revised to show the dimensions of the ingress and egress points which access this property, prior to submittal of preliminary plat. (d) The project's design respects and will provide suitable protection to wetlands, streams, wildlife habitat as identified in the Open Space Strategy, and any unique natural features on the site. There are no wetlands, streams, wildlife habitat, or unique natural features on the site. (e) The project is designed to be visually compatible with the planned development patterns in the area, as specified in the Comprehensive Plan and the purpose of the zoning district(s) in which it is located. Staff believes the proposed development is in keeping with the goals for development within the Commercial 1 (C1) Zoning District, as set forth in Section 5.01 of the Land Development Regulations. (f) Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. The subject property is relatively small and cannot provide significant open space. The non -paved portions of the property are located in an acceptable manner. (g) The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. 8. The South Burlington Fire Chief should review and comment on the plans prior to final approval. (h) Roads, recreation paths, stormwater facilities, sidewalks, landscaping, utility lines and lighting have been designed in a manner that is compatible with the extension of such services and infrastructure to adjacent landowners. The plans reflect that the sidewalk along Midas Drive will remain. With the movement of the building and the relocation of the curb -cuts, the plans should be revised to reflect that the sidewalk shall continue through to the southern property line. 9. The plans shall be revised to reflect the continuance of the sidewalk along Midas Drive to the southern boundary of the property. I � CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\subinorthfield\sketch williston doc (i) Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. 10. Pursuant to Section 15.13(E) of the South Burlington Land Development Regulations, any new utility lines shall be underground_ 11. The plans shall be revised to depict all proposed exterior lighting prior to submission of the preliminary plat application. 12. The applicant shall submit lighting cut sheets prior to submission of the preliminary plat application. All exterior lighting shall be downcast and shielded, and otherwise comply with Section 13.07 of the SBLDR. The City Engineer reviewed the plans and provided comments in a memorandum dated July 14, 2005 (attached). The City Engineer shall also review subsequent plats showing proposed water and sewer lines. 13. The plans should be revised to comply with the requests of the City Engineer, prior to submittal of the next application. 14. The plans should be revised to show the location of all proposed waterlines, valves and hydrants and sewer lines and means of sewage disposal and treatment prior to the submission of the preliminary plat application. Q) The project is consistent with the goals and objectives of the Comprehensive Plan for the affected distact(s). In general, staff believes that the project is consistent with the goals and objectives of the Comprehensive Plan. Per Section 5.01 of the SBLDR all applications for a drive -through facility shall be subiect to conditional use review and the following restrictions: (a) Compliance with Traffic Overlay District Provisions, if applicable, - The proposed project falls outside of the traffic overlay district. (b) Compliance with an approved access management plan, providing for curb cut consolidation and secondary access; The access management plan appears sufficient with respect to curb cuts. (c) Mandatory technical review by a traffic consultant to determine adequate stacking lane length and aisle width. The applicant has not yet submitted a traffic plan. Stacking lane length and aisle width of the proposed drive -through should be addressed. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch williston.doc 15. The applicant shall submit plans and/or comments prepared by a certified traffic engineer detailing the adequacy of the stacking lane lengths and aisle widths prior to submission of the preliminary plat application. Section 14.06 of the South Burlington Land Development Regulations establishes the followin aeneral review standards for all site plan applications: SITE PLAN REVIEW STANDARDS (a) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. According to Table 13-1 of the Land Development Regulations, a drive -through bank requires 5.8 parking spaces for every 1,000 square feet of gross floor area (GFA) while the general office space requires 3.5 spaces per GFA. Thus, the proposal will require 39 parking spaces. The applicant is proposing thirty (30) onsite parking spaces. The plans also indicate seven (7) parking spaces being proposed to the north of the property and within the bounds of property owned by the City of South Burlington, designated for a future road. Given the uncertainty of when the road will be built, and how much parking will be allowed on the road, the applicant should not include these spots as part of their required parking. The applicant should instead request a waiver from the DRB for 9 spaces, or 23%. Staff would support this waiver. Should the applicant still wish to use those spaces as additional parking, and propose any development to the City of South Burlington lot, applicable permissions and permits would be required from the City. 16. The applicant should remove the references to the street parking from their parking requirements and instead request a parking waiver of 9 spaces, or 23%. 17. The applicant should remove the reference to a '10% variance" from their site plan. The applicant will need to request a waiver, not a variance, and it will be 23%, not 10%. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. The plans do not currently depict a bicycle rack. 18. The plans should be revised to show a bicycle rack prior to submission of the preliminary plat application. 19. The site plan shall be revised to show the dimensions of the parking lot and related spaces, prior to submittal of preliminary plat. The proposed parking spaces should be in conformance with table 13-8 of the Land Development Regulations. (b) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. The proposed parking spaces are located to the sides and rear of the proposed building. (c) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch williston.doc The proposed bank building appears to be of similar scale to existing buildings within the C1 District in this vicinity. The height of the proposed building is 34 ft, within the allowable 35 ft height limit for flat -roofed buildings. (d) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Staff has already noted that any new utility lines shall be underground. (e) The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has submitted an elevation showing the proposed front of the building. Staff finds that this plan meets this criterion. (f) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the architectural details submitted are acceptable. In addition to the above general review standards site plan applications shall meet the followinq specific standards as set forth in Section 14.07 of the proposed Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. The site plan adequately exhibits the property owned to the north and west by the City of South Burlington. Staff has already noted that the sidewalk along Midas Drive should be continued to the southern edge of the property. Staff does not feel that any further easements are necessary. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Staff has already indicated that utility lines must be underground. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 20. The plans should be revised to clearly depict the location and screening of any proposed dumpsters or other facilities to handle solid waste, prior to submittal of the preliminary plat application. CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING \drb\sub\northfield\sketch williston.doc Landscaping 21. The applicant should submit a landscape plan and a landscape budget with the preliminary plat application. This landscape plan and budget should be in compliance with Sections 13.06(F) and 13.06(G) of the Land Development Regulations. Pursuant to Section 13.06(B) of the Land Development Regulations, snow storage area must be specified and located in an area that will minimize the potential for run-off. 22. The plans should be revised to clearly depict proposed snow storage areas, and submitted with the preliminary plat application. 23. The City Arborist should review and provide comments on the landscape plans, prior to final approval. Other 24. The applicant shall submit a complete survey of the property, prepared by a licensed land surveyor, and in compliance with Section 15.08 (A) (11), with the preliminary plat application. Staff requests that the plans be revised to show the lot and proposed project in larger scale. One inch being equal to less than twenty feet would be more appropriate for this sized project. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments" section of this document, prior to submission of a preliminary plat application. Respectfully submitted, `Cathyann, aRose, Associate Planner Copy to: Michael Johnson, Property Owner and Applicant Stephen Vock, P.E., Civil Engineering Associates Bill Szymanski, City Engineer City of South Burlington 57.5 Dorset Street South Burlington., VT 05403 (8o2) 846-41o6 CITY ENGINEER'S COMMENTS Vermont Federal Credit Union Midas Drive 7/14/05 t. Water and sewer mains will have to be extended to serve this new building. 403 Queen City Park Road South Burlington, VT 05403 Phone: (802) 864-4361 Fax: (802) 864-0435 July 27, 2005 Civil Engineering Associates, Inc. PO Box 485 Shelburne, VT 05482 RE: VT Federal Credit Union 80 Midas Drive Dear Sirs: The South Burlington Water Department has reviewed the plans for the above referenced project. Please find my comments below. 1. The attached Application for Water Allocation must be completed and returned to the South Burlington Water Department as soon as possible. Asp our project continues, the Application for Water Allocation will need final approval from this Department, which will be contingent upon available water storage capabilities within the City. Current water distribution system upgrades have been substantially completed that should allow for the construction of your project, pending approval of all other local and State requirements. 2. Based upon the final water allocation request, water service fees shall be applied to the project based on the current Rate and Fee Schedule. It must be recognized by all developers that the Rate and Fee Schedule established by the South Burlington City Council may be modified by resolution at an open meeting of the City Council, and therefore subject to change prior to completion of the project. 3. All construction drawings and plans shall have a note saying "All water line and related work to be performed in accordance with the Specifications and Details for the Installation of Water lines and Appurtenances for all Water Systems Owned by the Champlain Water District, the City of South Burlington, Colchester Fire District 91, and the Village of Jericho, henceforth the "CWD Specification." Please add this note to future plans in visible locations. All water installation work and water distribution material must comply with these specifications. Details for this project must be the same as those within the above referenced CWD Specifications. 4. All domestic services and fire sprinkler systems that are connected to the public water system shall be protected with a backflow prevention assembly, and an appropriate thermal expansion system in compliance with the Ordinance For The Control Of Cross Connections Within The Water System Of the City Of South Burlington, henceforth the `Backflow Ordinance." Please contact this department for more information on backflow protection devices. 5. The service line to the existing building that is to be demolished shall be shut off at the corporation on the water main, and the curb box removed. 6. Future plans must show the proposed service line, including size and material, proposed tapping location, and nearby utilities. 7. It must be recognized that this building is near the end of the dead-end water main on Midas Drive. As such the water quality and flow conditions are subject to those conditions found on dead end lines with a fire hydrant near the end. Those conditions may include decreased water quality due to low use, and water surges from routine or emergency fire hydrant use. The proposed tap should be placed, if possible, on the water main before the fire hydrant for water quality reasons. If the tap location cannot be performed on the water main before the fire hydrant, the hydrant should be relocated. 8. Access must be provided to the Department for those curb stops and gate valves located outside the City ROW for disconnecting service to delinquent accounts provided that the City of South Burlington follows the requirements set forth in State Statute Title 24 V.S.A. Chapter129, Uniform Water and Sewer Disconnect. 9. Eight -inch and larger Ductile Iron (DI) water pipe shall have no less than three (3) brass wedges installed at each joint. Bury depth to the new main shall be six feet (6') to the top of the pipe. 10. Mechanical joint restraints with twist off nuts shall be EBAA or Sigma, or a Department approved equal grip ring. 11. Corporations shall be Mueller H-15008 (3/4" -1"), or Mueller H 15013 (1 %"-2") or Cambridge brass. Curb stops shall be Mueller B 25209 or Cambridge brass. All brass unions and adapters shall be Mueller or Cambridge brass. 12. No underground utility shall be installed within four feet from the water main on either side, from the top of the main to the finish grade, with the exception of storm sewer and sanitary sewer as stated in the above referenced Specifications. Generally, trees shall not be placed over any water main or service line, nor placed within 20' of any appurtenance, including fire hydrants. 13. Separation between the water main and service line and nearby sanitary and storm sewer lines shall comply with the VT WSR requirements and the above referenced Specifications. 14. Prior to any building construction, the building contractor must contact this Department to discuss City requirements for meter sizing, meter settings, and backflow protection. 15. The SBWD shall be sent any future hard copy plans involving this project for review. Future plans must include details and specifications as required in the above referenced Specifications. 16. The SBWD shall be notified prior to backfilling to inspect all joints, fittings, main line taps, appurtenances, water line crossings, and testing. 17. Further review changes may be required as this project proceeds through the permit process. 18. A hard copy set of As-Builts as well as one electronic copy in Auto-CAD.DWG Version 14 Format or newer shall be supplied to this department upon completion of the water system improvements. If you have any questions or I can be of further assistance, please call me. Sincerely, JaIdeau Superintendent CC. Cathyann LaRose Doug Brent Plan Reviews: VT Federal Credit Union -Midas Dr I FOUND 578" IRON PIN EX MONUMENrRETE FOUND 1 112' IRON PIPE "FITZPATRICK-LLEWELLM \ 508'03'58"W 111 / 1.47' S08_036' _ _ INC." 430.00' 078.36' \ SNOW STORAGE AREA \ 6' BlG LE RACK S� sT, O _ \ \ N/F N/F \ CITY GF SOUTH CITY OF SOUTH \ BURLINGTON BURLINGTON 287/R13 2871215 I � � 0 10Q. 0.25yACRES� Ut N/F I On A.B. POMERLEAU SETBACK 5.00 146/245 00 F WOODS 96/21 � I LF (p Ca ti pkd SP«s NV I G N BUILDIN TO PRO 35 5022 Sl 4221"W FOUND 1 112" IRON PIPE NO TES NOWEMBER I199J UOING AN ELCD.5- M7A ST�REM.BY MI5 LFEXX CURING 'LEASING PLAN FPR BRASSARDSAUIPNOPI£ SEPNCES. INC'. BY FlEAAIRLLx- PRoxc1/ -11,, --G/ c-- GAR" B V TeeB %M�ACANMENI WRWEY EGR BRASSARD AUFWORWE -CS INC.' BY E]RPAMILW- L.. PRGJECF/ BBOJf, ORA NNG/ C-26JS OARO .•ME FSSR /JB. �NSm a MAGAN,TRWANNC T ' KY. By - A. NA - 'RAF q' SURIEY OF LANDS Of POMERLEAU REAL ESTATE FIRPI1RILw1ENELL YN Mc.. -1/86141. ORAMNL SE RINSED I—, OCRA9ER CMPANY. BY AG-JOB1, MifO flF[ENM-LLEXELLYN MC.. ORPECT /BBISIORAWNGip-19]S BER IeB6. NMMEtt -FARM Is MAGNUIC AND eASEO UPON RIF 20 ABGWE. DAZED FI RPAMILK-LLEVlu YN INAS MA SHOWN I REECORE �IANS AM HERE WEEKRIFlEORBYOExG�ARWS LEGEND - - PERIMETER PROPERTY LINE - - LEASE LOT LINE --- RIGHT-OF-WAY OR EASEMENT LINE OTHER PROPERTY LINE - ZONING SETBACK LINE 4"W,,36" CONCRETE MONUMENT SET ® IRON PIPE FOUND 0 IRON PIN FOUND CALCULATED POINT (NOT SET) ® SEWER MANHOLE a LIGHTPOLE �i TELEPHONE PEDESTAL 917 GAS VALVE ® CATCH BASIN 96/21 RECORD VOLUME/PAGE NUMBER W SANITARY SEWER LINE o STORM DRAINAGE LINE WATER LINE o UNDERGROUND GAS LINE UNDERGROUND TELEPHONE LINE e UNDERGROUND POWER LINE w000s N/F 1'1TY OF SOUTH BURLINGTON SCHOOL DISTRICT 39/661 88/179 MAGNETIC FOUND 2" PIPE DISTURBED I e REPLACED WITH CONCRETE MONUMENT FOUND 2" PIPE WOODS N08'18'09 "E 24 "MAPLE N83.9237"E 234.72'- T - -- - - 83.92' 15.99 44.07' 190. 65 } STOCKAOFFENCE ELECTRICAL ROOF -ROCE METER OVERHAN I PARCEL #2 23738.8 SF I 0.54 ACRES I 42.02' - - Ij �C EIGHTY MIDAS DRIVE, LLC. In I� o 80 A410AS DRIVE m STORY BLOCK OFFICE BUILDING I I 2526 S.F.GAS IC SERVICE I II I 12"MAPLLE 0 =�rEc- CCRCRETE UNDERGROUND EX 4X4 CONCRETE GAS LINE MONUMENT I $ CONCRETE 3K 01. 00 I I -t_._._._._._._. ETBACK F ELECTRICAL 15.00WOOD RETAINING WALL SETBACK I TRANSFORMER j 40,00' --- I i 122.82 BITUMINOUS PARKING BUILDING CORNER Z PARCEL #1 �, �TO PROPERTY LINE 15.04' V I 32287 9 SF o I LA JI MIDAS DRIVE ORY II IZ L° m 0. 74 ACRES I BRASSARD AUTOMOTIVE SER1STNCE CENTEBLOCKR p v SERVICES, INC. 6,155 S.F. p CONDEMNATION PARCEL I 1421416 ti N 9931.6 SF I 0.23 ACRES . N) I I �I C' I I j 12311' w ,II�II.8�1 I I \rI I II CONCRETE 10 W90E EASEMENT 661517 �CENTERED2ON W���L CHAT .�Sj I RAMP ) N\I PIPE I BI.OU1 PARKING -- I~ EDGE OF PAVEMENT a I ELECTRICAL T TRANSFORMER 8"MAPLE r _ - -160.03" __ SIDEWALK - S72'42 21 "W _ : -_' = 7_7 S'-s -- __374.49' 10" MAPLE �- - CONCRETE CURB �. T N CONCRETE SIDEWALK GRAPHIC SCALE ( IN FEET ) I Inch - 20 ft. LOCUS TUTS I BUILDING CORN R CHAIN LINK FENCE DESCRIP TIONS I TO PROPERTY LINE 16. 18' RCEL /1: BAMNNMG A LWILR£TE MS SEI IN RIE MIDAS ORIEE BE MC MME SANG 10' IMDE EASEMENT OF WLLY LE , i SDu-usr CORNER Df uNGS Now M fMMEMr Gf wrtuaM .LAG LEE, Mc., nNG eEMG MEN -Easr G WN CPRNER M THE PROPERry HEREIN DESCRIBED: GREEN MOUNTAIN POWER 1571218 7 MENLY PRO EEOINC M A SOVMNE52MY AM AL NG N£52RLY SIDELINE Q MIDAS (A1 CENTERED ON CENTER OF CABLE GRIVE M A BEARING WEST, I I 77 12w221' WEST, A MSTANLE GF 118.1J FEET TO A PRINT BEING ME NORMEAST V J R CORNER OF PARCEL /J ANO BBNG -A SW MEAST CMNER AL T,EW PARCEL HEREIN DESCRIBED: ENLY PROCEEA M A NMMNE52RL✓ IN AM ALONG NOR MERCY BWN9ARV d" -24-GRE11M. NEST A gsTANLY W 16185 FEET, TO A P SAME 16 PARCEL /; M A BEARMC M NORM Je'OF BWNOARr FORMERLY REM GE LAWS NOW GR R NT M SO GTY CF sWM WE E P4 SEL dS1GE Salo PMNT BEING ME CF. NHM-ItESr CMNER OF PARCEL /J AM ME SOUM CORNER M ME PARCEL HEREIN DESCRIBED: 'Q 0 ENGY PROCEEDING IN A NMIHEA52RLY MRf- ALONG ME EASTERLY OARY M LANDS NOW Al PAVED PARKING SEARING S EMMNCE OF 9 dFv T, SWM GNCAETIU sL'NOd ET IN R, S A BEARING M NM- E LAWS' EAST A d- FEET, TO A SWIHOB.Y OF LANDS NOW M FMNERLY RIC MPNIW11 SET IN CF WILE LEC M OF RERERY a MIAM A. LEE INC.,AND BEING ME NGREGRON ALMG OF ME PRMERry NEREM I LAWS /N A SW RIEA52RLY OIRFCDM, ALWC SWMERLY BWNDaRv M [ANDS NOW M FMNEAYv PW AW LNG �RLLIAM AND LEE. INC.. M A BEARMC M" SWM 75 �B'G9" EAST, A MSANCE d" IB2 fe 2Y1 TO ME PANE ' E BEgNNING MIS PARCEL CMTAMS G. JS ACRES M 32,2919 SF. BUILDING CORNER TO PROPERTY LINE PARCEL /2 14.62 CMME 1 AT A CMCRE2 MONUMENT .1 W ME NE52RLY SIDELINE OF MIDAS MILE RIMS ME SCURIEAST fn Gb NER OF LAWS NOW M FORMERLY OF MLIAM AW LEE, INC. AM BEING ME NOR— CORNER OF PAR w.. ME­PROCEEDNG IN A SDUMNESFERLY MR RM M AND ALONG ME NYSRRLY SIDELINE M MIDAS DRIVE. M L REARING M SWM 12.4221' NEST A MS ANCE I)B.J) FEET M A CALCULATED PMNT W ME- SIDEIM N GF "ASORIK,' -1 CONONUMC M A SW MAEGNRLY D111"I M AM ALONG ME NESRNLY 1XIINE1 MIDAS -1,, M SWM I_ '21' NES A BEARING OF T, A 01SIANCE SaW FEET M A CALCULATED PgNT IN E NE52RLY SIDELINE OF NIOAS DR/WY AM ME PdNI M RRMNNMG M MEN DESC"RM d' PAA 'X. IF -WEI MIDAS aMLA', M MN BEARING OF SWM 12Y2'21' NEST, A INSTANCE )S69 FEET fi A CQVCRE2 MMUMENT M ME K52R[Y I WILLIAM & LEE, INC. OE MIDAS GMK, M ZINC GF MIDAS IFW12A CMMUMC M A SW THNEST Y ISTANCE J M AND AMC X r SIDE 184/479 A BEARING LY' SWM IIcF�221' SEAR CA LA IN NEST, A DISTANCE 80.12 FEET ro A CALWIA rED PgNt M ME MEs 2RLY ARRAS AOELME AND 2RNMU5 a<MIDAS MIRE, MIN PRINEEOING /N A ECIIM, MT ALWC NE PARCE[ P. M A J"BLUE SPRUCE 8' 7, ADIG V F N ASdIMEEflv IN LAM BEARING M NPR- B2D9'9B' NEST, A DISTANCE M )IN FE A TD AN ANIXE PdNI M ME LAWS OF M 11,, M MANLY OF SOLDNC IN A SWWEST A IS ANCE OWJ, M AND ALONG CA CL I ZED B T IN THE LA PARCEL /2 M A BEARING OF SWM 6tb6.32' NEST, A DISTANCE B)11 FEET, 10 A CALWLA POINT IN THE a THE d1Y d' SWM WRUNG ION S1-1 VISMICEIG SAID Pa'NT IS LOCATED NORM OBDJ'SB' EAST, A gSEANCf OF DISTANCE l.4) FEET FRW AN f.YISnNc I-1/2"I M wPE MENCE PROCEEDING IN a NOR MEA52RLY MRECRM, ALWC T I A REA BWNOARv M LANDS NOW GR ME dIr SWM BU•Rf/NCTM SCHOd MSIMCi, M A BEARING W NORM OBb]5B"fASi, A fLRTANCE E F INSTANCE M JflJB FEET, N AN EATSMC 3/B' IRM ROD: 1. -ANCE PROCEEDING IN A MR ALMG RIE EA D Y LY LANDS M 11IHEA52R[V FMMERty M ME dFr A WA INC A I. LVIIRIGI M A BEARING OF NMM OBb926"EAST A YT , AN ISM0 CI CM M dsraI OF ]0.00 FEET, WAN EMSIMG --. Ma4UMENT. CE PROCEEDING /N A 52R[Y dREC1T0.4, AL EASTERLY BWN LANDS NOW �2"MAPLE IST CT F N RN I. RMMNCE a< MA CITY T. SWM WRLINGTM SCHOOL dSTR I M A BEARING M NORM OT54'J1'EAST. A SCURI DISFANLY M' BJ92 FIN T.A TO A CALGLIA POIN1 M GINNER OF PARCEL /J: N72422/ E �I ERLY G N A ALONG I MARIN PR NOR NG IN A NMMST A GIY GNRLOPN IN AM ALONG ME S rcr[Y BW ,W, OF PARCE[ /J, M A REARING OF NM- 790024' xEST A INSTANCE M /BJ.I2 FEEL, ro THE PLANT a BEMNNINd 250' +/_ W9LL/STON ROAD -IS PARCEL cavAMS a54 ACRES 12J,JJB.B SF I i $ "-�___ CMOEIINAnM PARCEL: N/F CaMNENdN0 IF A CMCRE2 MGNUMANT SEr, M ME NESRRLY SIDELINE OF MIDAS D BEINC ME SW -ETAS/ LN lD% S D $ R� /[ CITY OF SOUTH $E7 C0 MONUMENT (POINT OF BEGINNING . CPRNER M LANDS NOW OR FORMERLY OF 11A1 AND LEE, 11, AND BE NC K NMMEASI CORNER M PARCET/J MENCE IR EDUMNYSRRL NC IN A SOY OtaM ECRRN AND AL dVO MOMW E WES2RLv SIDELINE OF MOAS ,, M A BEARING OE SWM u'4Y21" HEST A dsrANCE I)e n FEET W ME RPNF OE BECNNNC M -E NE52RLv sOELINE BURLINGTON 2871215 OF DESCRIP RON) OF N/DAS ORIWE MENLY CMMUMC M A SW MME5— DIRECDM M AND ALMG THE AE52RLY SIOEi.ME GF 6MAS DRIVE,M A BEARING GE SW M I2'41'2i' BEST, A 0ISTANGE RRW FEES M A GALLULAIED Po M ME WESFERLY SIDELINE B'W TO WILLI.S- To ROAD OF NIGAS GRI V£ AND ME NMMEASIERLY COANER GF PARCEL /2 NOICE BEARNC OF NOR-GJ910.S '' � IN A SA gSrTRLY ANCE OF I6J.I2NIE T, 10G A PPNT M ME EASR BWNOARY oo, M A e SANITARY SEWER EASEMENT CITY OF SOUTH BURLINGTON LANDS NOW M FIVERL✓ OF ME dEY OF SWM BURI.INSTGN -- d5-1; SAID PPMI &MG ME WW RI-r NCR OCL£OPARCELG/2 AW ME SOUMEAST CORNER OF ME PARM � R IISM,RY w JB7477 e�So LANDS NOW M {bRAIERGY LY ME GIIY W SW MABVRU NG "M SCHOOL "SINK', M A BEARING OF NM- 0154'Jl' EAST. A DSANCE OE IS.YS MET. M AN Ex RNG J' IRM PIPE MINCE CMMUMG M A NM-EASIlRLY MRECRM. ALONGME EASTRLY BOUNDARY OF LAWS NOW M FORMERLY M ME dry OF SW- BURUNG ttNv SCHOd --C,, M A BEARING OF MR. O WG9" EASE, A MSIANCE OF 14.01 fEET TO A Ca[ WLA 20 IMF M ME SW MERLY ORLMARY OF PARLYL /LAND 8EYN6 ME -- = SIDEWALK WRWWST GG N OF ME PROPERTY HEREIN B OESCR, _ MENCE PROCEEDNG M SGUMEas RFLY A GIRECnM. IN AW ALMG NMMERLY RGIMOARY OF PARCEL /J M A BEARMC OF SWM )870'24' EASE. A MS ANCE OF 167.85 FEET, M ME PgNT OF BECIMNId N/F PARd2 LMEAINS 0.2J TAMES OR 9.9J1.6 SFR E CE f V�� CITY OF SOUTH N/F A.B. POMERLEAU 1461245 BURLINGTON 287/217 JUL 88 96/21 An CONDEMNATION FOR HIGHWAY PURPOSES ACROSS A PORTION OF THE LANDS OF BRASSARD AUTOMOTIVE SERVICES, INC. 1-3 MIDAS DRIVE SOUTH BURLINGTON, VERMONT D.is ROA:Ci NUMBER B15409P1 EEtc DAL JAN TL GREG engineering planning management development 25 WENTWORTH DRIVE GRA60RANG NUMBER 87 1 0 , 2 WILLISTON VERMONT *P°'� Flear NORTH ELEVATION 1/8" = 1,—o" r / l I I r � r I I 37 � r � r 3{ / ss / s2 r sf � -V4 Fro, r i I1� j _ r � 16 17 14 19 ?D 21 25 NEW 3 STORY / i— BUILDING L2826 J0 —• N SITE PLAN T I" = 30' ontFederal n Credit r lingt( ri,v fill 1110111 [F9 c—� r 14 0 � I USE: Credit Union/Oft SIZE: 9,122 S.F. PARKING: 39 Required (39 req -10% variance) 37 Available LOT COVERAGE: 70% Maximum 67.9% Used BUILDING AREAS GROSS RENTABLE F[R.ST 3,048 sf SECOND 13.061 of 2,705 of THEE 13,015 of 2,672 sf TOTALS 19,122 of 15,377 �f 3RD FLOOR PLAN 3,015 9f 1/B" = 1.-0" --- 2ND FLOOR PLAN 3,061 f 1/0" = 1'-0" JUL 0 8 2005 SM,_Plan,_I 1001 PIC111 , .1-13evdtiollS IC CITY OF SOUTH BUR, LIN (GTO DEPAR.TTMEl`TT OF PLAI�TNI rG & ZONIr,,T ' 575 DORSET STREET SOUTH BURLINGTON, VERMOI`IT 05403 (802) 846-4106 FAX (802) 846-4101 July 27, 2005 Michael Johnson Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 Re: 8o Midas Drive Dear Mr. Johnson.: Enclosed is the agenda for next Tuesday's Development Review Board meeting and staff comments to the Board. Please be sure that someone is at the meeting on Tuesday, August 2, 2005 at 7:30 p.m. at the City Hall Conference Room, 575 Dorset Street. If you have any questions, please give us a call. Sincerely, Betsy McDonough Planning & Zoning Assitant Encl. { 575 DORSET STREET SOUTH BURi,INGTON, VT 05403 (802)846-4t06 July 22, 2005 South Burlington School District Attn: Gail Durkel, Superintendent 55o Dorset Street South Burlington, VT 05403 Dear Property Owner: Enclosed is a notice of a public hearing held by the South Burlington Development Review Board. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public meeting is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, t . Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4zo6 July 22, 2005 Antonio B. Pomerleau, LLC 69 College Street Burlington, VT 05401 Dear ProPerty Owner: Enclosed is a notice of a public hearing held by the South Burlington Development Review Board. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public meeting is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, TV Betsy McDonough Planning & Zoning Assistant Encl. CITY OF SOUTH BURL.INGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BLUR-LINGTON, VT 05403 (802)846-4.io6 July 22, 2005 Brassard Auto Service David C. Brassard 3 Midas Drive South Burlington, VT 05403 Dear Property Owner: Enclosed is a notice of a public hearing held by the South Burlington Development Review Board. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public meeting is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4io6, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, �"`��4 Betsy McDonough Planning & Zoning Assistant Encl. CITE' OF SOUTH BURLINGTON DEPARTMENT OF PLANNING AND ZONING 575 DORSET STREET SOUTH BURLINGTON, VT 05403 (802)846-4tu6 .July 22, 2005 Eighty Midas Drive, LLC 8o Midas Drive South Burlington, VT 0.5403 Dear Property Owner: Enclosed is a notice of a public hearing held by the South Burlington Development Review Board. It includes an application for development on property located near your property. This is being sent to you to make you aware that a public meeting is being held regarding the proposed development. If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public meeting. Sincerely, i� Betsy McDonough Planning & Zoning Assistant Encl. ��t�5 - coo�a 04 t)o - coo \ o ( &0 Mi�s�r. - "I nbu Cs ��ss�rc� �� ��rc �}r�io � t�oryer lerw l�G bg b - b - e--asv 5-cz 19r ("', r wiemannolamphere TO: Ray Belair, Zoning Administrator City of South Burlington DATE: August 2, 2005 Project: VFCU So. Burlington We are transmitting the following items: TRANSMITTAL DESCRIPTION 8 Copies - Revised site plan per City of South Burlington staff review. FROM: Dennis Webster roIVI L El IGII ICERIIN G A15"So0CIAUt50. l! IC, 928 Falls Road Phone: 802-985-2323 P.O. Box 485 Fax: 802-985-2271 Shelburne, VT 05482 E-Mail: mail@cea-vt.com July 12, 2005 Mr. Ray Belair City of So. Burlington 575 Dorset Street So. Burlington, Vermont 05403 Re: Eighty Midas Drive - Sketch Plan Dear Ray: Please find enclosed a revised Sketch Plan Application (1' sheet) for the Eighty Midas Drive project. As we discussed, there were several items that require further clarification as listed below. 1. The floor area of the existing building is calculated to be 2,526 square feet. 2. A drive -up teller/canopy is part of the proposed project. 3. The floor area of the proposed structure is 9,122 square feet, which includes all three floors. If you should have any questions or need any additional information, please let me know. Stephen A. Vock, P.E. SAV:pao Enclosure cc: Tom Crapo Mike Johnson 6 /, o y 163 5F j4w --�, / 1 4y. 3 -T vtc,/ tee /o/Iyja5 q-�& --7jZ2/,DS- C L-4 Rb;;� C , 41, ,os � ,ew- rvzfy� r-Tf , STEVENF. STITZEL PATTIR.PAGE* ROBERT E.FLETCHER JOSEPH S. McLEAN TIMOTHY M. EUSTACE AMANDA S. E. LAFFERTY (*ALSO ADMITTED IN N.Y.) May 17, 2005 STITI DEL, PAGE & FLETCHER, P.C. ATTORNEYS AT LAW 171 BATTERY STREET P.O. BOX 1507 BURLINGTON, VERMONT 05402-1507 (802) 660-2555 (VOICE/TDD) FAX (802) 660-2552 or 660-9119 WRITER'S E-MAIL(ALAFFERTY@FIRMSPF.COM) WRITER'S FAX (802) 660-2552 Eighty Midas Drive, LLC c/o Michael D. Johnson, Esq., Registered Agent 80 Midas Drive South Burlington, VT 05403 Re: Zoning violation at 80 Midas Drive Dear Mr. Johnson: JILL E. SPINELLI WILL S. BAKER I am writing on behalf of the City of South Burlington. The Administrative Officer has brought to my attention that you have commenced land development on the property located at 80 Midas Drive in South Burlington, without first obtaining a zoning permit, in violation of Section 17.02 of the Land Development Regulations and 24 V.S.A. Section 4449(a)(1). Specifically, you have cleared trees and other vegetation without both a site plan approval from the Development Review Board and a zoning permit. It is my understanding that the Administrative Officer brought this violation to your attention by Notice of Violation dated April 28, 2005. Further, I understand that Eighty Midas Drive, LLC has failed and/or refused to appeal said Notice, and the time for taking such an appeal has passed. City officials have asked that I attempt to obtain your cooperation in complying with the City Land Development Regulations. In this regard, please submit to the City Administrative Officer either an application for approval of the site plan amendment for the subject property or a plan to correct the above -described violation, no later than June 1, 2005. If my efforts to obtain your compliance should fail, I have been asked to take such further action as may be necessary and appropriate, including the commencement of an enforcement action in Environmental Court. Sincerely, � A � if l Amanda S. E. Lafferty CC: Raymond Belair" son5687.cor DEPARTMENT OF PLANNING & ZONE iG 575 DORSET STREET SOUTH BURLENGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 April 28, 2005 Eighty Midas Drive, LLC. c/o Michael D Johnson Esq., Registered Agent 80 Midas Drive South Burlington, VT 05403 Re: Zoning Violation — 80 Midas Dr. Dear Mr. Johnson: Please be advised that based on information available to the City, you have commenced land development on your property at the above address without obtaining a zoning permit from the City as required by Section 17.02 of the Land Development Regulations and 24 VSA 4443 (a) (I). Specifically, you have initiated the following activities on the above -described property. Revising a site plan by clearing tree: nand vegetation (landscaping) without :site plan approvaal ;from the DRB and without as ;inning permit. You have seven (7) days from the date of this letter to discontinue this violation and take appropriate remedial action. Specifically, you must accomplish the following: Cease all tree cutting activity, and return the site to its original condition nr obtain all necessary approvals and permits for the site plan modification. If you do not accomplish the actions directed in this letter within seven (7) days of the date of this letter, the City may pursue this matter in court. In such court proceedings, the City will be entitled to seek appropriate injunctive relief and fines of up to $100.00 per day for each day your violation continues beyond the seven (7) day period provided in this letter. If the violation described in this letter occurs within twelve (12) months of the date of this letter, you will not be entitled to receive a further Notice of Violation from the City before the City pursues further enforcement proceedings. You may appeal this Notice of Violation to the Development Review Board by filing a written notice of appeal (see enclosed) and one hundred ten ($110) dollars within fifteen (15) days of the date of this letter with the Clerk of the Development Review Board at the following address: 575 Dorset Street, South Burlington, Vermont 05403. Sincerer., Administrative Officer Encl. CC: Amanda S. E. Lafferty, Esq. Certified Mail Receipt # 7003 3110 0001 3598 5336 Vermont Secretary of State C X Article9 Page 1 of 1 � �^ '"�" ' �;�2 'pus # 34 °wr :tw v� ��' �a "�,r+'d° ��d .Doc* �. a P .:E r Ea,: r3 a-,2 Limited Liability Company Information LLC Name EIGHTY MIDAS DRIVE LLC STATUS ACTIVE File Number L0007503 Type Domestic State of Origin VT Origin Date 04/03/2003 Abreviation N Description ANY LAWFUL PURPOSE Fiscal Year End 12 Registered Agent MICHAEL D JOHNSON ESQ Address 80 MIDAS DRIVE City State Zip SO BURLINGTON VT 05403- Manager Managed? YES Principal Address 80 MIDAS DRIVE City State Zip SO BURLINGTON VT 05403- Last Annual Report Date 12/31/2004 �itPl,fr371i1tIC1(1 C.;c�i?tiit.Ct Home i Site Search I Help s;Y,v moot k .:axr. Page Contact i Disclaim", This Web rage is http://cgi.sec.state.vt.us/cgi-shl/nhayer.exe 4/27/2005 Permit Number SD- 05-- S APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Eighty Midas Drive, LLC Phone: 802-660-9393 Fax: 660-7396 80 Midas Drive, So. Burlington, VT 05403 2) LOCATION OF LAST RECORDED DEED (Book and page #) V 612, p 516 - 518 V 605, p 222-224 3) APPLICANT (Name, mailing address, phone and fax #) Same as above. 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc. Fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Michael Johnson, same as above 6) PROJECT STREET ADDRESS: 80 Midas Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 045-4-038-000 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Existing uses i nr-111de a bank and professional off; c-ps b) Proposed Uses on property (include description and size of each new use and existing uses to remain) The proposed building/site will, be used as a branch office for the Vermont Federal Credit Union and professional offices. c) Total building square footage on property (proposed buildings and existing buildings to remain) ±3,046 square feet d) Proposed height of building (if applicable) 34' (FFE first floor to roof) e) Number of residential units (if applicable, new units and existing units to remain) N / A f) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) N / A 9) LOT COVERAGE a) Building: Existing 1 0. 6 % Proposed 12. g % b) Overall (building, parking, outside storage, etc) Existing 21 _ 4 % Proposed ±6 6 % c) Front yard (along each street) Existing ± 5 4. 4 % Proposed 30 % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) There will not be any proposed encumbrances on the property. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) The existing water/sewer lines will be extended to service the new facility. 12) OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) See attached. 13) ESTIMATED PROJECT COMPLETION DATE Spring of 2006 14) PLANS AND FEE Plat plans shall be submitted which shows the information listed on Exhibit A attached. Five (5) regular size copies and one reduced copy (I I" x 17") of the plans must be submitted. A sketch subdivision application fee is $125. 2 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. SIGN E OF APPLICANT SIGNAT J , • PROPERTY OWNER Do not write below this line. DATE, OF SUBMISSION: v 6� I have reviewed this sketch plan application and find it to be: ? Complete //"? ❑ Incomplete ing & Zoning or Designee Permit Number SD- 65- - y0 APPLICATION FOR SUBDIVISION SKETCH PLAN REVIEW All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. For amendments, please provide pertinent information only. 1) OWNER OF RECORD (Name as shown on deed, mailing address, phone and fax #) Eiqhty Midas Drive, LLC Phone: 802-660-9393 Fax: 80 Midas Drive, So. Burlington, VT 05403 660-7396 2) LOCATION OF LAST RECORDED DEED (Book and page #) V 612, p 51 6 - 51 8 V 605, p 222-224 3) APPLICANT (Name, mailing address, phone and fax #) Same as above. 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Fee simple 5) CONTACT PERSON (Name, mailing address, phone and fax #) Michael Johnson same as above 6) PROJECT STREET ADDRESS: 8 0 Midas Drive 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 0 4 5 - 4 - 0 3 8 - 0 0 0 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) Existing uses include a bank and professional offices (Floor Area = 2,526 sq. ft.) b) Proposed Uses on property (include description and size of each new use and existing uses to remain) The proposed building/site will be used as a branch office for the Vermont Federal Credit Union and professional offices. There will also be a canopy & drive -up teller as part of the bank* c) Total building square footage on property (proposed buildings and existing buildings to remain) 9,122 square feet (3 floors) *service, as shown on the enclosed Site Plan. i reoid 41,6al s^ Eighty Midas Drive, LLC List of Abutters July 8, 2005 Brassard Automotive Services, Inc. Attn: Mr. William Black 141 Pearl Street, No. 147 Essex Jet., Vermont 05452 City of South Burlington 575 Dorset Street So. Burlington, Vermont 05403 Antonio Pomerleau c/o Chittenden Insurance Group 69 College Street P.O. Box 6 Burlington, Vermont 05401 f� t rE� (Aiyat S Ih e; NOTES I. Utilities shown do riot purport to constitute or moresont aft uhijUbs located upon or adjacent to the smayed premises. Enatipg utility tccefions ere epproximate only. The Contractor shalFile(d ,renfy ell taatty Conflicts. Ali discrepancies shalt be regprt.d to the Engineer. T,ha Contractor shelf contact Dig Sate (886344-7233) prior to arty construction. . This plan is not a boundarysurvey and is not rnt.nded tO be used as one. Property Ones are based upon the sit. - ptah entWod "Conderneation for Highway Purposed across a portion of the lands of Brassard Autornot" Survlces. Inc." dated January 2003 by Ch'Wis & Xing. Inc. 3. Proposod site Information rs from the site plan ar-I 'Vermom Fodarel Credit U tion," by Widmann Lamphere, dated February 8, 2005. �1y _Imp _ SOUTH BURL.INGTON VT — 05403 a.. p�N{rypI:.�,,.� : (802) 88d 9393 �. APPLICANT`— EIGNIV.'UIDAS DRIVE 1 I C ZQNING RNQUIREMENIS SIZI OU4DtkU /DA$LtOWED 2E 739 Ns i. _ 23,0/39Ss.D1. _. 01 I BACKS NI 30 30 ft _ 38.7 ft 30 it SIDE" 15 ft 16 ft REAR 30 ft 6D ft 15 ft. BUILDING COVERAGE 40% 10.6% 12.8 - MAX. LDT COVERAGE 7C)z i„ 21.4% , �;:., k s CITY" OF SOUTH BURLINGTON DEPAKrmENT OF 11LANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 May 2, 2003 Mr. Michael Johnson 8o Midas Drive, LLC 8o Midas Drive South Burlington, VT 05403 RE: Issuance of Zoning Permit and Temporary Certificate of Occupancy 8o Midas Drive Dear Mr. Johnson, This will confirm the following permits issued by the City following the City's condemnation of the strip between the Midas Muffler facility and the office building at 8o Midas Drive: SP-03-o8 Administrative Site Plan Permit issued May I, 2003, authorizing the improvements as shown on the site plans date -stamped received May 2, 2003 and prepared by DuBois & King. This Site Plan also authorizes occupancy of the building by a General Office use. ZP-03-139 Zoning Permit issued May 2, 2003. Because of the unusual circumstance of the City's condemnation of the property and the prior City -issued variance governing use of the building, this Zoning Permit specifically authorizes exercise of only those findings of the Site Plan approval related to the occupancy of the building by a General Office use. CO-03-14(T) Temporary Certificate of Occupancy issued May 2, 2003 to authorize occupancy a General Office tenant prior to resubmittal of three full-sized site plan drawings no later than May 23, 2003. Please call the office if you have any questions. Sincerely, 4—li Beth Hoover, AICP t" Director of Planning & Zoning I IA a paa d �6�-�� Zc. or-- - CITY OF SOUTH B LINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD EIGHTY MIDAS DRIVE, LLC. — 80 MIDAS DRIVE SITE PLAN #SP-03-08 FINDINGS OF FACT, CONCLUSIONS & DECISION Eighty Midas Drive, LLC, hereafter referred to as the applicant, is requesting administrative site plan approval for a change of use, and access, parking lot and landscaping changes at 80 Midas Drive. Based on the plans and supporting materials contained in the document file for this application, the Director of Planning & Zoning finds, concludes and decides as follows: FINDINGS OF FACT 1. The applicant is requesting site plan approval for a change of use, and access, parking lot and landscaping changes at 80 Midas Drive. 2. On March 20, 2003, the applicant submitted a site plan for the subject property prepared by Dubois & King, Inc. dated January 2003 and entitled "Site Plan for Parcel No. 2 Office Building." 3. On April 11, 2003, Brassard Automotive Services, Inc., conveyed a portion of the subject property to Eighty Midas Drive, LLC, as recorded in volume 605, page 222. 4. On March 31, 2003, a condemnation order was recorded in Volume 602 page 785 of the land records of the City of South Burlington concerning the subject property. As compensation for the condemnation of 0.23 acres, the City conveyed 0.25 acres to Eighty Midas Drive, LLC, on April 30, 2003, as recorded in volume 605, page XXX of the city land records. 5. As a consequence of the condemnation order, the subject property contains 0.54 acres and falls within the Commercial 1 (Cl) District. CONCLUSIONS This application must be reviewed under and comply with the current Zoning Regulations and the proposed Land Development Regulations. 2. The plans will need to be revised to include updated ownership information pursuant to the recent conveyances of land from Brassard Automotive Services, Inc., and the City of South Burlington to the applicant. The plans will need to be revised to include a signature block for the Director of Planning and Zoning, rather than the Planning Commission and City Clerk. 4. The site plan, entitled "Brassard Automotive Services, Inc., 1-3 Midas Drive, South Burlington, Vermont," needs to be corrected to indicate the correct owner and FINDINGS OF FACT, CONCLUSIONS & DECISION EIGHTY MIDAS DRIVE, LLC. - #SP-03-08 address. The address of the subject property is now 80 Midas Drive, not 1-3 Midas Drive, and the owner is now Eighty Midas Drive, LLC. 5. The locator map in the upper right hand corner of the site plan is missing a number of road lines and does not include a north arrow. In addition, the scaled plans do not include a north arrow. ZONING DISTRICT & DIMENSIONAL REQUIREMENTS 6. The proposal complies with the maximum building coverage, maximum overall lot coverage, maximum building height, and side yard setback requirements of the C1 District. 7. The existing building does not comply with the minimum required front yard setback along Midas Drive; however, this is a pre-existing condition unaffected by the current proposal. 8. The existing building does not comply with the front yard setback along the newly condemned parcel; however, this is a result of the City's condemnation and not the result of any action by the applicant or property owner_ SITE PLAN REVIEW STANDARDS Pursuant to Section 26.102 of the Zoning Regulations, the Director shall consider the following in its review of a site plan application: (a) Pedestrian and vehicular access. 9. Currently Midas Drive contains sidewalk on both sides of the street. The sidewalk ends on the westerly side just prior to the proposed vehicular access point for the subject property. (b) Circulation. 10. Vehicular circulation is two-way throughout the site. Internal driveways are 24 ft. in width. Internal sidewalks are proposed around the perimeter of the existing building. The Director concludes that circulation is adequate. (c) Parking. 11. Pursuant to Section 26.252 of the Zoning Regulations, a minimum of one off- street parking space per 250 sq. ft. of general office space is required. Section 13.01(B)(1) of the proposed Land Development Regulations, requires 3.5 spaces per 1000 sq. ft. of general office space. The Office building contains 2,526 sq. ft., which requires 11 parking spaces pursuant to the Zoning Regulations and 9 parking spaces pursuant to the proposed Land Development Regulations. One accessible space shall be provided as required by Section 26.253(a) of the Zoning Regulations and Section 13.01(1) of the proposed Land Development Regulations. Twelve parking spaces, including 1 accessible space, are proposed. \d rb\sit\midas\S P-03-08.fcd. doc 2 FINDINGS OF FACT, CONCLUSIONS & DECISION EIGHTY M/DAS DRIVE, LLC. - #SP-03-08 (d) Landscaping, screening and outdoor lighting. 12. Pursuant to Section 26.105 of the Zoning Regulations and Section 13.06(G)(2) of the proposed Land Development Regulations, 3% of the first $250,000 in building construction costs must be spent toward landscaping. No new buildings or expansions to the existing building are proposed. The applicant estimates site development to cost approximately $12,000. The proposed landscaping includes 8 Green Ash trees, which staff estimates will cost approximately $3,700 installed. The Director concludes that the landscaping plan complies with the minimum landscaping cost requirements of Section 26.105 of the Zoning Regulations and Section 13.06(G)(2) of the proposed Land Development Regulations. 13. South Burlington Public Works Arborist has included Green Ash on a list of undesirable tree species because Green Ash is overplanted in the city. Therefore, another tree species such as Japanese Zelkova, Turkish Filbert, Callery Pear, Ginko, Common Horsechestnut, English Oak, Swamp White Oak and/or Kentucky Coffee Tree should be substituted. 14. Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan review. Section 13.06(B) requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Accordingly, the Director shall consider the adequacy of the proposed landscaping to assure a safe, convenient, and attractive parking area and the privacy and comfort of abutting properties. Section 13.06(B)(1) requires that at least 10% of the interior of the parking area to be landscaped with trees, shrubs or other plants. Furthermore, at least one deciduous shade tree shall be planted for every 3,000 sq. ft. of paved area, or every 10 parking spaces, whichever is greater. Three shade trees are proposed. In addition, exiting woody vegetation will be retained around the perimeter of the paved area. 15. Pursuant to Section 13.06(B)(2)(a) of the Land Development Regulations, raised planting islands containing trees, shrubs, grasses, and/or ground covers, shall be designed to define major circulation aisles, entrances, and exits. Section 13.06(B)(2)(b) requires the landscape islands to be curbed unless curbless islands are proposed to provide for stormwater runoff into vegetated areas for treatment. It is not clear whether the islands are curbed. 16. Pursuant to Section 13.06(B)(4), snow storage areas must be shown on the plans. The plans do not show snow storage areas. 17. Pursuant to Section 13.07(A) of the all exterior lighting must be shielded and downcasting to prevent light from spilling onto adjacent properties and rights -of - way. The plans show six 250W cutoff fixtures on 18 ft. poles, and three fixtures within the public rights -of -way, which are proposed to match city standards. Pole heights and locations appear to comply with Section 13.07(B) for light sources within parking areas. Prior to the issuance of a permit, the applicant must provide cut sheet details for the proposed exterior lighting. \d rb\sbmidas\SP-03-08.fcd. doc 3 FINDINGS OF FACT, CONCLUSIONS & DECISION EIGHTY MIDAS DRIVE, LLC. - #SP-03-08 Pursuant to Sections 14.06 and 14.07 of the proposed Land Development Regulations, the following review standards shall apply to site plan applications: (a) The relationship of the proposed development to goals and objects set forth in the City of South Burlington Comprehensive Plan. 18. The proposal is related to a condemnation action by the City of South Burlington, which was made to provide land for access to the City Center property from Midas Drive. The acquisition of the condemnation parcel for purposes of the future City Center access road is in keeping with the Comprehensive Plan. Insofar as the current proposal is a result of the condemnation action, it is also in keeping with the Comprehensive Plan. (b) The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. 19. It appears that adequate transitional features are proposed between structures and between parking and structures. (c) Parking shall be located to the rear or sides of buildings to the greatest extent practicable. 20. Proposed parking is located to the rear and the side of the existing building. In addition, Section 13.01(G)(1) of the Land Development Regulations establishes design requirements for parking spaces. Internal aisles are 24 ft. wide. Parking spaces are 90 degrees to internal aisles. Stall dimensions are not indicated on the plans, but all stalls appear to be 9 ft. wide by 18 ft. deep. This complies with the dimensional requirements outlined in the regulations. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. No bicycle parking facilities are shown for the site. (d) Without restricting the permissible limits of the applicable zoning district, the height and scale of each building shall be compatible with its site and existing or adjoining buildings. 21. No changes to the existing structure are proposed. (e) Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. 22. Utility lines are existing. (t) The combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles shall be encouraged. 23. No changes to the existing structure are proposed. \d rb \s it\m i d a s \S P-03-08. fcd . d oc 4 FINDINGS OF FACT, CONCLUSIONS & DEWSION EIGHTY MIDAS DRIVE, LLC. - #SP-03-08 (g) Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. 24. Again, no new structures are proposed. In addition to the above general review standards, site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: (a) The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. 25. The proposal is related to a condemnation action by the City of South Burlington, which was made to provide land for access to the City Center property from Midas Drive. Further reservation of land is unnecessary on the subject property. (b) Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. 26. Utility lines are existing. (c) All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 27. No outdoor trash or recycling facilities are indicated on the plans. DECISION The Director of the South Burlington Department of Planning and Zoning hereby approves site plan application #SP-03-08 for general office use at 80 Midas Drive, subject to the following conditions: This project shall be completed as shown on the plans submitted by the applicant, as amended by this decision and on file in the Department of Planning and Zoning. 2. The applicant shall obtain a zoning permit within six months of this decision pursuant to Section 27.302 of the South Burlington Zoning Regulations and Section 17.04 of the proposed Land Development Regulations or this approval shall be null and void. 3. Prior to the issuance of a zoning permit, the applicant must provide a performance \d rb \sit\m id as\S P-03-08. fcd . d o c 5 FINDINGS OF FACT, CONCLUSIONS & DECISION EIGHTY M/DAS DRIVE, LLC. - #SP-03-08 bond or other form of surety to guarantee the completion of all required landscaping and site restoration. The performance bond shall guarantee all plantings for a period of three years. 4. Prior to the issuance of a zoning permit, the applicant must provide the following: a. The plans must be revised to reflect the current ownership, correct project address, include a complete location map, show a north arrow, and provide a signature block for approval by the Director of Planning and Zoning. b. The plans must be revised to show design and construction details for the landscaped islands adjacent to paved parking area on the subject property. The plans must be revised to show snow storage areas. d. The plans must be revised to show bicycle parking with at least one bicycle rack for employees and visitors of the subject property. e. The plans must be revised to show that the proposed Green Ash trees will be replaced with an equivalent species that does not occur on the Public Works Arborist's list of undesirable species within South Burlington. The applicant must submit cut sheet details for all exterior lighting. g. The applicant must submit 3 sets of revised plans to the Department of Planning and Zoning. 5. Prior to occupation of the office building, the applicant shall obtain a certificate of occupancy/compliance from the Administrative Officer. Signed this day of , 2003, by Juli Beth Hoover. Director \d rb\sit\m idas\SP-03-08.fcd. doc 6