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Home My WebLink AboutBATCH - Supplemental - 1301 1325 Shelburne RoadJanuary 12, 2016 William Shearer Audi South Burlington 1325 Shelburne Road So. Burlington, VT 05403 Re: Authorization for Release of Escrow Account — #SD-11-35 Dear Mr. Shearer: Please be advised that the City of South Burlington hereby authorizes the release of the above referenced Escrow Account at TD Bank, N.A. required for landscaping improvements pursuant to the terms therein. The Escrow was for a total amount of $8,500. Should you have any questions, please feel free to contact us. Sincerely, Tom Hubbard City Treasurer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com MEMORANDUM TO: Tom Hubbard, City Treasurer FROM: Raymond J. Belair, Administrative Officer DATE: January 12, 2016 SUBJECT: Release of Escrow — #SD-11-35 — Badge Motor Co. The applicant's request for the release of the above -listed escrow agreement has been reviewed for the following project: Landscaping - #SD-11-35 The surety is presently: $ 8,500. The purpose of this release is that the developer has met his obligation to maintain this amount for three (3) years. A site visit has confirmed that all the planting material is in place and alive. Please complete and sign the enclosed form authorizing the financial institution to release the funds in Escrow. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com CAMELS HU.'i�? LANDSCAr., .._- & LAWN CARE PATRICK B. FITZGERALD BOX 1665 CAMELS HUMP RD. HUNTINGTON, VT 05462 TELE. 434-3241 January 11, 2016 Mr. Ray Belair Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Mr. Belair; We installed landscaping on the Audi South Burlington project. This was inspected and approved by you. Since completion, all approved landscaping remains in place. We continue to maintain the plants and landscaping plan as approved. Sincerely, Pat Fitzgerald Audi South Burlington 1325 SHELBURNE ROAD SOUTH BURLINGTON, VERMONT 05403 802-658-1130 January 11, 2016 Mr. Ray Belair Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Ray; This letter is a request to release landscaping Escrow Funds for the Audi South Burlington renovation project. The project has been completed and inspected by you as built to specifications. Please release escrowed funds in accordance with attached agreement. Than Willi R. Shearer President �2e SITE PLAN LANDSCAPING ESCROW AGREEMENT THIS AGREEMENT, executed in triplicate between Badge Motor Co. hereinafter referred to as "DEVELOPER", TD Bank, N.A. hereinafter referred to as "BANK", and the City of South Burlington, herein after referred to as "MUNICIPALITY". WITNESSETH: WHEREAS, DEVELOPER has received final plat approval No. SD- 11-35 dated November 2, 2011 from the MUNICIPALITY's Development Review Board for the development of a PUD consisting of 2 lots with related improvements, in a development to be known as "Badge Motor Co.," as depicted on and in accordance with the specifications as set forth on the final plat entitled "SP-1 Site Plan," dated 06/15/11, last revised 12/01/11, prepared by Trudell Consulting Engineers, and recorded at Map Slide C..> of the Land Records of the City of South Burlington (the "Final Plat" herein) and as depicted on and in accordance with the specifications as set forth on a site plan entitled 11SP-1 Site Plan," dated 06/15/11, last revised 12/01/11, prepared by Trudell Consulting Engineers, (the "Site Plan" herein); WHEREAS DEVELOPER is required by said approvals, at its own expense, to complete the construction of the development site in accordance with the plans approved by the Development Review Board; WHEREAS the parties to the Agreement wish to establish a mechanism to secure the obligations of the DEVELOPER for the work as set forth below; and WHEREAS, the BANK executes this Agreement solely in the capacity of escrow agent. NOW THEREFORE, the parties hereby covenant and agree as follows: 1. DEVELOPER will, at its own expense, complete the following installation as depicted and in accordance with the specifications set forth in the Site Plan and related documents: a. All plants and material depicted on Sheet D1 "Site and Landscaping Details," last revised 11/15/11, and prepared by Trudell Consulting Engineers. 2. DEVELOPER shall replace or repair any defective or improper work or materials which may be identified as such by the MUNICIPALITY within three (3) years after completion of the improvements set forth in Paragraph 1 by the MUNICIPALITY (hereinafter the "Warranty Period"). For the purpose of this Agreement "completion" shall be deemed to have occurred when the Municipality has inspected and approved the installation of the Improvements and issued written notice to the Developer that the installation thereof is complete. 3. Upon "completion," the CITY shall provide DEVELOPER and BANK written notice of completion. 4. For the guaranty of DEVELOPER's performance of all requirements hereinabove set forth, DEVELOPER and BANK agree that cash in the amount of $8,500.00 shall be held in escrow by the BANK and shall be available for payment to the MUNICIPALITY in accordance with the terms herein set forth. The funds in the escrow account shall not be diverted, applied, set off or disbursed except in accord with the terms hereof. The MUNICIPALITY shall be the sole beneficiary of the escrow account and shall have sole power to draw funds from the account, in accordance with the terms of this agreement. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the above -stated cost. Nothing herein shall relieve the DEVELOPER from the obligation to pay any additional costs, if actual costs exceed the amount retained in escrow, after the time of completion. S. If the MUNICIPALITY files with the BANK a statement that the DEVELOPER is, in the judgment of MUNICIPALITY, in default under the terms of this Agreement, the BANK shall pay monies from said escrow fund to the MUNICIPALITY, in the amount(s) requisitioned by the MUNICIPALITY to complete the Improvements and satisfy the requirements in this Agreement. 6. The MUNICIPALITY will promptly submit to the DEVELOPER a copy of such statement as it files with the BANK. The consent of the DEVELOPER to payments by the BANK to the MUNICIPALITY shall not be required or solicited. The BANK shall incur no liability to the DEVELOPER on account of making such payment to the MUNICIPALITY, nor shall the BANK be required to inquire into the propriety of any claim by the MUNICIPALITY of default on the part of the DEVELOPER or into the use of such funds by the MUNICIPALITY in completing such Improvements. 7. The MUNICIPALITY shall not file with the BANK a statement of default until ten (10) days after notice has been sent by it to the DEVELOPER by certified mail, return receipt requested, setting forth its intention to do so. 8. All monies released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 shall be used by the MUNICIPALITY solely for the purpose of performing obligations imposed upon the DEVELOPER by that portion of this Agreement upon which the DEVELOPER is then in default. Any work to be performed 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 with its own work force and equipment or shall be accomplished in such a manner as in the judgment of the MUNICIPALITY shall accomplish the work most expeditiously and economically. 9. If monies are released by the BANK to the MUNICIPALITY pursuant to Paragraph 4 and it shall later develop that a portion of the released monies are surplus to the MUNICIPALITY's needs, any such surplus shall be returned by the MUNICIPALITY to the BANK to be held and distributed by the BANK pursuant to the terms of this Agreement. 10. The BANK shall not refuse or delay to make such payments to the MUNICIPALITY when requested by the MUNICIPALITY by an appropriate statement, and DEVELOPER will not interfere with or hinder such payments by the BANK to the MUNICIPALITY. 11. This Agreement shall terminate and shall be of no force or effect upon performance of all requirements contemplated hereby, and the completion of the Warranty Period set forth in Paragraph 2. 12. This Agreement shall not only be binding upon the parties hereto, but also their respective heirs, executers, administrators, successors, and assigns. 13. In the event that DEVELOPER furnishes MUNICIPALITY with an Irrevocable Letter of Credit, in form and substance satisfactory to MUNICIPALITY, as replacement security for the funds escrowed hereunder, and the MUNICIPALITY concludes that it is beneficial to the MUNICIPALITY to do so, the MUNICIPALITY may release the funds escrowed by this agreement and accept the Letter of Credit, provided the BANK reconfirms, in writing its commitment to the terms and conditions contained herein. 14. BANK as Escrow Agent. (a) As escrow agent hereunder, BANK, acting in such capacity, shall have no duties or responsibilities except for those expressly set forth herein. (b) DEVELOPER shall indemnify and hold harmless BANK against any loss, damage or liability, including, without limitation, attorney's fees which may be incurred by the BANK in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of BANK. It is further understood by DEVELOPER that if, as the result of any disagreement between it and any other party or adverse demands and claims being made by it or anyone else upon BANK, or if BANK otherwise shall become involved in litigation with respect to this Agreement, DEVELOPER agrees that it shall reimburse BANK on demand for all costs and expenses, including, without limitation, attorney's fees, it shall incur or be compelled to pay by reason of such dispute or litigation, including reasonable compensation for time expended in connection with any such dispute or litigation. (c) DEVELOPER shall indemnify and hold harmless MUNICIPALITY against any claim, loss, damage or liability, including, without limitation, attorney's fees which may be incurred by or brought against MUNICIPALITY in connection with this Agreement, except any such loss, damage or liability incurred by reason of the gross negligence or willful misconduct of MUNICIPALITY. (d) BANK, acting as such, shall not be liable to anyone by reason of an error or judgment, a mistake of law or fact, or for any act done or step taken or omitted in good faith, and this provision shall survive the termination of this Agreement. (e) At the time the last of the escrowed funds are released and disbursed by BANK in accordance with this Agreement, BANK shall be discharged from any obligation under this Agreement. (f) In accordance with the provisions above, BANK may rely upon and shall be protected in acting upon any statement, instrument, opinion, notice, request, order, approval or document believed by it to be genuine and to have been signed or presented by the proper party or parties. 15. Substitution or Resignation of BANK. BANK reserves the right to withdraw from this Agreement and cease serving as escrow agent hereunder at any time by giving ten (10) days written notice thereof to the DEVELOPER and MUNICIPALITY. Upon notice of resignation by BANK, DEVELOPER agrees to find within ten (10) days of such notice a replacement escrow agent acceptable to MUNICIPALITY. BANK agrees to deliver the escrowed funds then held by BANK to such replacement escrow holder and notify all parties hereto. BANK shall thereupon be released from any and all responsibility or liability to the parties hereto. If the DEVELOPER fails to appoint a replacement escrow agent within such ten (10) day period, BANK shall petition any court having jurisdiction for the appointment of a successor escrow agent or for instructions as to the disposition of the documents and moneys held by it under this Agreement. In any event such court appoints a successor escrow agent, BANK shall deliver the escrowed funds then held pursuant to this Agreement, and all records and other documents held by it under this Agreement, upon payment of all fees and expense reimbursements due to BANK, to such successor escrow agent and BANK shall thereby be released from any and all responsibility or liability to the parties hereto. Pending such appointment or instructions, BANK shall continue to be bound by the terms of this Agreement. 16. IN WITNESS WHEREOF, and intending to be legally bound, the pastes have set their hands and seals hereto as of the dateor dates written below. DATED at January, 2012. IN THE PRESENCE OF: BY Witne s Vermont, this day of � e " IN THE PRESENCE OF: / By: W mess TD By1 , . A. ( � 4, Robert A. Roy, VP, Duly Authorized Agent IN THE R ENC F: CITY OF SOUTH BURLINGTON By: witrIegg Duly Authorized Agent SON10-021 5-14-10 FORM LANDSCAPING ESCROW AGR 5/14/10 563106.1 CHECK CONTROL NO. 44391 Shearer Acura AudiISSUED BY: CHENEY, JUDY A. kswagouthuu Burl' PAGE 1C Volkswagen South Burlington South Burlington, VT 05403 INVOICE STOCK NO. INVOICE DATE PURCHASE ORDER NO. .. COMMENT/V.IN AMOUNT DISCOUNT/ ACCOUNT NO. NET AMOUNT 011012 LANDSCAPING ESCROW 8,500.00 44391 3*1102 -8,500.00 ESCROW 3*1732 8,500.00 TOTAL 1102 8,500.00 DETACH AT PERFORATION BEFORE DEPOSITING CHECK REMITTANCE ADVICE Shearer Acura Audi South Burlington Volkswagen South Burlington 1325 Shelburne Road South Burlington, VT 05403 Banknorth Im BURLINGTON,VT 44391 58-3 116 DATE Telephone (802) 658-1130 Fax: (802) 862-0544 PAY THIS AMOUNT AMOUNT OF CHECK 10JAN12 www.ShearerAuto.com *******8,500 DOLLARS 00 CENTS ******8 500.00 AUTHORIZED SIGNATURE ACCOUNTING COPY LISMAN LECKERLING9 P.C. Attorneys at Law Carl H. Lisman Direct dial: 802 865-2500 Ext. 225 E-mail: clisman(a?lisman.com October 19, 2012 City of South Burlington Attention: Ray Belair 575 Dorset Street South Burlington, VT 05403 City of South Burlington to Lewis Family Partnership Dear Ray: In connection with this matter, I am enclosi Warranty Deed for Sanford Miller's signature. me 1 ,, CHL\dj a Enclosure 23775\009 Carl H. Lisman Lisman Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com WARRANTY DEED KNOW ALL BY THESE PRESENTS: That City of South Burlington, a Vermont municipality having a place of business in South Burlington, in the County of Chittenden, and State of Vermont (the "Grantor"), in consideration of TEN AND MORE DOLLARS paid to the Grantor's full satisfaction by Lewis Family Partnership, LLP, formerly known as Lewis Family Limited Partnership, a Vermont limited liability partnership having a place of business in South Burlington in the County of Chittenden, and State of Vermont (the "Grantee"), by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the Grantee, and its successors and assigns, forever, a certain piece of land in South Burlington in the County of Chittenden, and State of Vermont, described as follows, viz: Being a small parcel of land, approximately 0.03 acres in area, more or less, shown and depicted as "Portion of City of South Burlington To Be Conveyed to Alexander Lewis Property 1447 S.F. - 0.03 Acre" on a plat entitled Boundary Plat Lewis Family Partnership, LLP 1301 & 1325 Shelburne Road South Burlington, Vt. dated October 10, 1996, prepared by Trudell Consulting Engineers, Inc., recorded in Map Slide 305 of the Land Records of the City of South Burlington (the "Plat"). Being a portion of the lands and premises conveyed to the Grantor pursuant to a warranty deed, dated November 14, 1985, from Alexander S. Lewis, recorded in Volume 214, Page 340- of the Land Records of the City of South Burlington. The parcel of land is a parallelogram, having east and west boundaries of 170.00 feet and north and south boundaries of 8.69 feet, all as shown and depicted on the Plat. Reference is hereby made to the above -mentioned instruments, the record thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the Grantee and its successors and assigns, to its and their own use and behoof forever; And the Grantor, for itself and its successors and assigns, does covenant with the Grantee, and its successors and assigns, that until the ensealing of these presents it is the sole owner of the lands and premises, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE; and that it hereby engages to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 1 IN WITNESS WHEREOF, the Grantor has executed this deed this day of , 2012. City of South Burlington Sanford Miller, Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At South Burlington this day of , 2012, Sanford Miller, duly authorized agent of City of South Burlington personally appeared, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of City of South Burlington. 23775\000 Before me, Notary Public Print Name: My Commission Expires: 2/ 10/ LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 2 VERMONT Property Transfer Voucher Form PT-173 Entity BUYER #1 Federal ID number Individual BUYER #1 Social Security Number 036002712 Entity BUYER #1 Name CITY OF SOUTH BURLINGTON Individual #1 Last Name First Name III I III 111111111111111l El INTERNATIONAL Initial Entity BUYER #1 or Individual BUYER #1 Mailing Address Following Transfer (Number and Street or Road Name 575 DORSET STREET City or Town State Zip Code SOUTH BURLINGTON VT 05403 Date of Closing (MM/DDNYYY) Amount of Payment 05/28/2012 5.00 Make checks payable to VT DEPARTMENT OF TAXES FID 036002712 CITY OF SOUTH BURLINGTON FOR COMPUTERIZED USE ONLY SSN INTL 575 DORSET STREET A� SOUTH BURLINGTON VT 05403 �C"►'lY J CLOS 05282012 AMT 5__ Make checks payable to and send with this voucher to: Vermont Department of Taxes 133 State Street Montpelier, VT 05633-1401 All payments must accompany a voucher for proper tax credit. For assistance with this form and general property transfer tax questions, please call 802-828-6632. Form PT-173 (5/10). VERMONT Property Transfer Voucher Form PT-173 Entity BUYER #1 Federal ID number Individual BUYER #1 Social Security Number 030369445 Entity BUYER #1 Name LEWIS FAMILY PARTNERSHIP LLP Individual #1 Last Name First Name III I III 111111111111111'. ❑ INTERNATIONAL Initial Entity BUYER #1 or Individual BUYER #1 Mailing Address Following Transfer (Number and Street or Road Name PO BOX 4511 City or Town State Zip Code SOUTH BURLINGTON VT 05403 Date of Closing (MM/DDNYYY) Amount of Payment 05/28/2012 5.00 Make checks payable to VT DEPARTMENT OF TAXES FOR COMPUTERIZED USE ONLY FID 030369445 SSN INTL LEWIS FAMILY PARTNERSHIP LLP PO BOX 4511 SOUTH BURLINGTON CLOS 05282012 VT 05403 Make checks payable to and send with this voucher to: Vermont Department of Taxes 133 State Street Montpelier, VT 05633-1401 All payments must accompany a voucher for proper tax credit. For assistance with this form and general property transfer tax questions, please call 802-828-6632. AMT 500 Form PT-173 (5/10). True Ms PROPOSED PROPERTY LINE--- EXISTING PROPERTY LINE - - POR TI ON OF CITY OF SOUTH BURLINGTON TO BE CONVEYED TO ALEXANDER LEWIS' PROPERTY 1447 S.F. - 0.03 ACRE PORTION OF PARCEL 4 TO BE CONVEYED TO CITY OF SOUTH BURLINGTON \ 1674 S.F. 0.04 ACRE \ _____S 18 30'25" W D 170.00' - D w 28.19' i w EOFP VME T- 7- EDG A E N � N 83'10'29 W 31 N CI Ty O S0. BURLINGTON w 214, P. 46 FIRE RETAINING STATION yygLL_ 8. 69'� . S 18'30'25" W _ L 0, 00_, -A 1 /U. UU- 5 1 d_.5U 15 W Co o t,3, 203.55' m S 18'55'25" W U- _;)o ( PARCEL 1 ) O 3> 15.0h' EXISTING PROPERTY LINE 118.85' S 6944'41 " E PROPOSED PROPERTY LINE D. FARRELL, ET AL V. 322, P. 320 P. B. 19 7, P. 70 -15' EASEMENT FOR "CROWN ROAD" N 18 30'25" E - -397.0 D _ EXISTING PAVED DRIVE 0 O 0 U) 1 30' EASEMENT V. 217 P. 113 i N 83'10'29" W 8.69 o � O N O ca ALEXANDER LEWIS N iV. 199, P. 124 cn i I 3.27 ACRES I 1 ( PARCEL 4 ) --- 18 56'34" W ( PARCEL 2 ) 15.66' N 0019'26 " W ALEXANDER z N ry LEWIS i w 1 o V. 211, P. 22 N rn o0 1.80 ACRES V i - 15' EASEMENT FOR 'CROWN ROAD' 162.00' N 18 58'13" E ---- 110.15 THIS PLAT IS BASED ON THE FOLLOWING: 1) A TOTAL STATION CONTROL TRAVERSE, EVIDENCE FOUND IN THE FIELD, AND INFORMATION ABSTRACTED FROM THE CITY OF SOUTH BURLINGTON LAND RECORDS. 2) PARCELS 1 AND 2 AND THE EASTERLY PORTION OF CROWN ROAD WERE CONVEYED TO ALEXANDER LEWIS IN VOLUME 211 PAGE 22. PARCELS 3 AND 4 WERE CONVEYED TO ALEXANDER LEWIS IN VOLUME 199 PAGE 124. ALL THE PARCELS ARE SHOWN ON A PLAT RECORDED IN VOLUME 80 PAGE 121. ( PARCEL 3 ) LAKEWOOD COMMONS W CONDOMINIUM ASSOC. V. 217, P. 115 o V. 268, P. 295 W N o P.B. 365 P. 27 00 to N O O oq N EXISTING co BUILDING - FUTURE R.O.W. BASED ON V. A. 0. T. PLANS OF PROJECT F-EGC-019-4(19) 199.80' N 18 58'13' E - SHELBURNE ROAD 99' R. 0. W. APPROVED BY RES( CITY OF SOUTH BU) OF��Cf��j�%%, nnniniTinnic nc CAII LISMAN LECKERLING, P.C. Attorneys at Law Carl H. Lisman Direct dial: 802 865-2500 Ext. 225 E-mail: clisman(a?lisman.com September 14, 2012 Ray Belair, Zoning Administrator City of South Burlington 575 Dorset Street South Burlington, VT 05403 Lewis Family Limited Partnership\South Burlington Dear Ray: I am enclosing the following documents: (a) Irrevocable Offer of Dedication; (b) Deed from the City; (c) Deed from Lewis Family Partnership. These documents will complete the exchange of small strips of land between the City and Lewis Family Partnership for the fire station off Holmes Road. I believe the expectation of the parties is that the deeds will be recorded at the same time. When the City is ready to sign, will you let )eow? nce 'f CHL\dj a Enclosures cc: David Lewis 23775\009 Carl H. Lisman Lisman Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com IRREVOCABLE OFFER OF DEDICATION This Irrevocable Offer of Dedication by and between LEWIS FAMILY PARTNERSHIP, LLP f/k/a Lewis Family Limited Partnership, a Vermont limited liability partnership with a place of business in South Burlington, in the County of Chittenden and State of Vermont, ("Owner") and the CITY OF SOUTH BURLINGTON ("Municipality"). WITNESSETH: WHEREAS, the Municipality's Development Review Board approved on November 2, 2011 (the "DRB Approval") an application by Owner for preliminary and final plat approval to amend a previously approved planned unit development, as depicted on a survey plat entitled "Audi South Burlington 1301-1325 Shelburne Road South Burlington, VT," prepared by Trudell Consulting Engineers, Inc., dated June 15, 2011, last revised October 5, 2011, and recorded as Map Slide 560 of the City of South Burlington Land Records (the "Subdivision Plat") and on an eight sheet set of plans entitled "Audi South Burlington 1301-1325 Shelburne Road South Burlington, VT," prepared by Trudell Consulting Engineers, Inc., dated June 15, 2011, last revised October 5, 2011 (the "Plans"); and WHEREAS, in accordance with the Municipality's ordinances and the terms and conditions of the DRB Approval, the Owner is required to irrevocably dedicate to the Municipality a certain parcel of land comprising of 0.04 acres, more or less, as shown as "Portion of Parcel To Be Conveyed to the City of South Burlington 1674 S.F. — 0.03 Acre" on a plat entitled "Boundary Plat, Lewis Family Partnership, LLP, 1301 & 1325 Shelburne Road, South Burlington, VT," dated October 10, 1996, prepared by Trudell Consulting Engineers, Inc., and recorded in Map Slide 305 of the City of South Burlington Land Records; and WHEREAS, the above -described lands or an interest therein are to be dedicated to the Municipality free and clear of all encumbrances pursuant to said DRB Approval and the Subdivision Plat; and WHEREAS, the Owner has delivered a Warranty Deed of conveyance to the Municipality for the parcel of land above -described. NOW, THEREFORE, in consideration of the DRB Approval and for other good and valuable consideration, Owner hereby grants and conveys to the Municipality the following: 1. The Owner herewith delivers to the Municipality a Warranty Deed conveying the parcel of land, to the Municipality together with appurtenant easements, an unexecuted copy of which is attached as Exhibit A; said delivery constituting a formal offer of dedication to the Municipality of the premises described therein, to be held by the Municipality until the acceptance or rejection of such offer of dedication by the City Council of the Municipality. 2. The Owner agrees that said formal offer of dedication is irrevocable and can be accepted by the Municipality at any time. 3. This irrevocable offer of dedication shall run with the land and shall be binding upon all assigns, grantees, successors and/or heirs of the Owner. -2- IN day of TNESS WHEREOF, Owner hereunto sets its hands and seals this '' IN THE PRlESMCE OF: Witness 2012. LEWIS FAMILY PART RSHIP, LLP 7 y: 01 id A. L wis, Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS At RI , this -a- day of I , 2012, personally appeared David A. Lewis, duly authorized agen*ea FAMILY PARTNERSHIP, LLP, and he acknowledged tht, by him sealed and subscribed, to be his free act and deed and the fdeed of LEWIS FAMILY PARTNERSHIP, LLP. Before me, Notary Public Commission Expires: 2/10/2015 LIN Witness STATE OF VERMONT CHITTENDEN COUNTY, SS CITY OF SOUTH BURLINGTON Its Duly Authorized Agent At , this day of , 2012, personally appeared Sanford Miller, City Manager and Duly Authorized Agent of the CITY OF SOUTH BURLINGTON. and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of the CITY OF SOUTH BURLINGTON. 23775\000 Before me, Notary Public Commission Expires: 2/10/2015 -3- PARCEL TO BE CONVEYED FLUSH TO CITY OF S0. BURLINGTON tax map no. 0870-00005 FARRELL DISTRIBUTING CORP. Y. 815 P. 72 SOUTH BURLINGTON OTY CLERK'S OFFICE RECEIVED FOR RECORD 0.04 ACRE PROPOSED mop ande 176 I7QOa• BOUNDARY LINE 4. SQUARE A.D. 01_ N747a•�. SEE NOTE 11 ( UP 7.0• at O'dock mMutee _ ;Ti _- _ E____-_�_ ""---r ____________ Ls an racy dad In oP SIN. I D-" ______________ -- --_ -_____ ___ Attest. _ y p O* mSEE NOTE ___ - u' _�__ _w _�\ __________D_________ 307.04' N� N� tax map no. 0870- CITY OF SOLI B,iURRLINGTON a _ ��__,�= 4" SQUARE ', V. 21448 P ro PAYED -__ BROKEN BUILDING PAVED PROPOSED PARKING BOUNDARY LINE ` -8-- AREA ( -__ ------------- 30' EASEMENTT-_ -~��`�--- O SEE NOTE 11 = I Y. 217 P. 173 W-I-_ PARCEL TO BE - 170.00' N7 30.�E I I GRAVEL CONVEYED TO LEMS FAMILY PARTNERSHIP --- I N7830'25 PARKING AREA T1Me 0.03 ACRE EXISTING LINED I SEE NOTE 11 l£D DRIVE, PA t/p� �o. C ``�vL R - PARCEL 4 2.12 ACRES PARKING `qa = f `RETAINING WALL ( AREA NOTES tax map no. 0870-00002 DS, LLC O tax map no. 1540-01333 Q E. CRANE. TRUSTEE a v IDX DRIVE LEGEND O REBAR ( TO BE SET ) IRON PIPE ( FOUND ) CONCRETE MONUMENT ( FOUND ) ❑ CONCRETE MONUMENT ( TO BE SET ) (11 REINFORCING BAR ( FOUND ) a CALCULATED POINT O U71UTY POLE --------- __ ---- OVERHEAD UTIUTY LINES C1 CURVE DATA TABLE REFERENCE Li UNE DATA TABLE REFERENCE ------- S-------- SANITARY SEWER LINE -----`W-------- WATER UNE --- ----D-------- STORM DRAIN LINE ------- G------- GAS LINE 1) THIS PLAT IS BASED ON DEEDS RESEARCHED IN 203.55' THE CITY OF SOUTH BURLINGTON LAND RECORDS AND N1g55.25 E A CLOSED FIELD TRAVERSE CONDUCTED WITH A TOTAL 128. 128 16' STATION ON 6/13/90. BEARINGS ARE BASED ON I N1 MAGNETIC NORTH TAKEN ALONG A LEG OF THE TRAVERSE. I 200.00' 2) REBARS SET ARE NO. 5 REINFORCING BARS MTH 'TRUDELL I N78' � ALUMINUM CAPS STAMPED CONSULTING g� _.. _ _ ENGINEERS, • -PARCEL 1 I ) THESEPARCELS WERE CONVEYED TO LEMS FAMILY 1.00 ACRE I PARTNERSHIP. LLP IN VOLUME 876 PAGE 50 AND I PARCEL 2 SHOWN ON A PLAT SHOWN "LEMS MOTORS*, WHICH I 0.66 ACRE tax map no. 1540-01233 PENTITLEDSLIDE 305. IS ED I ASHOWN ETO I ai LAKEWOOD COMMONS CONDOMINIUM ASSOC. 4) DISTANCES ARE THE HUNDREDTH OF A I� PAR CACRE Y. 217 id. BEARINGS SECOND 1.11 SUILOING ma7 26 p ellda Z6 CLOSURE PURPOSESTHE FOR MATHEMATICALONLY. Iev PaVEO 5) N ATTEMPT HAS BEEN MADE TO IDENTIFY OR PARKING DELINEATEOF LEASE LOARNDS, ICROA AREATS w I� ENCROACHMENTS, ETC. OBSERVEDTIN THE FIELD PAVED h » ALLNmc READILY FOUND W THE LAND RECORDS. ADDITIONAL PARKINO I"�I m a ENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN AREA n ^+ n N ON THIS PLAT. BUILDING F13z5 IZ `N p' N � PAVED 6) UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND PLANS OF IOn I b PARKING .� REC ORD. ACTUAL LOCATION OF UNDERGROUND LINES � CROWN ROAD 2 AREA v :N MAY VARY. I /I O.OB ACRE �;I e°Di' 7) THIS LAND IS SUBJECT TO AN EASEMENT TO L, 1•aD., DOWN 413' VERMONT GAS SYSTEMS, INC. WHICH IS RECORDED IN N ALUM. CAP VOLUME 331 PAGE 274. THIS LAND IS SUBJECT TO AN O 1n 'STATE OF VERMONT EASEMENT TO GREEN MOUNTAIN POWER CORP. AS VT L.S. 1451 P. HODGE" DESCRIBED IN VOLUME 560 PACE I�-1S B3-PW249 DUILDING 199.80' S78.59'371y 8) PORTION OF THIS LAND MAYBEGLEBE LAND. 9) THIS LAND BENIFITS FROM AN EASEMENT AND maP Node J6 /iJOt 0.31' RIGHT OF WAY ACROSS THE LANDS OF LAKEWOOD I PAYED ' `K S16•s_9'37�L COMMONS CONDOMINIUM ASSOCIATION AS DESCRIBED 143.32• I PARER G `\ rv1Y IN VOLUME 217 PAGE 271. S1d5-B'3 L7 IGUY 10) A PORTION OF ROUTE 7 WAS CONVEYED TO THE STATE OF VERA40NT FROM ALEXANDER LEWIS AS 110.70- aj DESCRIBED IN VOLUME 409 PACE 86 AND SHOWN ON SIB. so P OLE y1J' °•,1 PLANS OF THE VERMONT AGENCY OF TRANSPORTATION HIGHWAY PROJECT NH EGC FEGC 019-4(19). HOLMES 199.80' IaYi UP 1.1• ROAD WAS CONVEYED TO THE CITY OF SOUTH 518.5g_37•W BURLINGTON IN VOLUME 91 PAGE 217. ,�- 11) THE PROPOSED BOUNDARY LINES SHOWN ARE BASED ON A BOUNDARY LINE ADJUSTMENT APPROVED // __- NOT TO SCALE BY THE CITY OF SOUTH BURLINGTON PLANNING SHELBURI�/E POLE 71J COMMISSION ON DECEMBER 70, 1996 AND SHOWN ON ROAD A PLAT RECORDED IN MAP SLIDE 305. ROUTE 7 Graphic Scale Feet 40 0 40 80 tZO 160 tax mop no, 1540-01270 TWELVESEVENTY ASSOCIATES LINE BEARING DISTANCE L1 N18'59'37"E 15.02 12 S00'19'26-E 15.66 L3 N83' I 0*24W 8.69 L4 N83'1028 8.69 LS 518'30 25 28.19 0 UPDATE PUT 4127111 SDT a.RW1es. �i.sromD o.e. ey OF IIIIV N. �sy sc N a D.z _ TAVLOR NO. 488 A RECEIVED SEP 19 STAY City of So. Budingtorn Boundary Plat a,av„� a�1s.r 2011018-40 W 1 LEWI$ FAMILY PARTNERSHIP, LLP JMM 8,,,,,, SOT 1301 & 1325 Shelburne Road South Burlington, Vt. TR4DELL CONSULTING ENGINEERS (TCE) ~a eOOk 254 01&JOBS9516B 1 478 slek h* R"d !, 0. sox saa WBbamV Vxrmoet QB49! (804 870-675I APPtax'ae LISMAN LECKERLING, P.C. Attorneys at Law October 24, 2012 Ray Belair City of South Burlington 575 Dorset Street South Burlington, VT 05403 Lewis Family Partnership\City Dear Ray: Carl H. Lisman Direct dial: 802 865-2500 Ext. 225 E-mail: clisman(a�lisman.wm 1 am enclosing the revised deed from Lewis amily Partnership, LLP, now signed. Sin r CHL\dj a Enclosure 23775\009 Carl H. Lisman Lisman Leckerling, P.C. 84 Pine Street, Burlington, VT 05402-0728 Phone: (802) 864-5756 Facsimile (802) 864-3629 www.lisman.com July 23, 2014 Re: #SP-14-37 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Since ly, R ym d J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 1( F'R I VA9A south url l gc . PLANNING & ZONING Permit Number SP- 4 - I (o e a only) APPLICATION FOR SITE PLAN REVIEW El Administrative evelopment 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.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): dba Shearer Acura Lewis Family Partnership, LLC, Box 566 1325 Shelburne Road, South Burlington, VT 05403 (802) 651-0211 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): 3. APPLICANT (Name, mailing address, phone and fax #): Shearer Acura 1325 Shelburne Road, South Burlington, VT 05403 651-0211 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Eric M. Knudsen, Esq., Langrock Sperry & Wool, LLP P.O. Box 721, Burlington, VT 05402-0721 (802) 864-0217 / (802) 864-0137 (fax) 4a. CONTACT EMAIL ADDRESS:: eknudsen@langrock.com 5. PROJECT STREET ADDRESS: 1301 Shelburne Road, South Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01301 & 1540-01325 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): 30 x 40 covered service "portico" for Acura. b. Existing Uses on Property (including description and size of each separate use): Acura auto dealership. c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Existing auto dealership - no change. d. Total building square footage on property (proposed buildings and existing buildings to remain): s/f: 29,253 existing e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): No change to existing. f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): No change. +/- 20 employees. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Landscaping installed in October 2012. Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: 5.46 (�&vc S" Sq. Ft. a. Building: Existing % / 29,253 sq. ft. Proposed % / 29,253 sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) N� c�);w Existing % / sq. ft. Proposed % / sq. ft. c. Front yard (along each street) Existing % / sq. ft. AAA U P ,� ��, 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): $ 40,000 b. Landscaping: $ completed c. Other site improvements (please list with cost): None. 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): No change. 11. PEAK HOURS OF OPERATION: No change. 12. PEAK DAYS OF OPERATION: No change. 13. ESTIMATED PROJECT COMPLETION DATE: Project already completed. 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)' regular size copies, one reduced copy (I V x 17"), and one digital (PDF-format) copy 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 in accordance with the city's fee schedule. Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application , complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the information accurate to the best of my knowledge. as part of this application has been submitted and is .KI t &/ff(�► ' UCCQCG%@-) SIGNATUR9 OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: Complete I omplete Administrative Utticer D to The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 �� SINCE Langrock Sperry ATTORNEYS AT LAW Peter F. Langrock Christopher L. Davis Mark L. Sperry James W. Swift Michael W. Wool Emily J. Joselson Ellen Mercer Fallon Thomas Z. Carlson William B. Miller, Jr. Susan M. Murray July 1, 2014 & Wool, LLP Alison J. Bell Mitchell L. Pearl Kevin E. Brown Frank H. "Fritz" Langrock F. Rendol Barlow qy, Ray Belair Administrative Officer South Burlington Planning and Zoning 575 Dorset Street South Burlington, VT 05403 Re: 1301-1325 Shelburne Road, South Burlington Dear Ray: Devin McLaughlin Lisa B. Shelkrot Eric M Knudsen Sarah Gentry Tischler Wanda I. Otero Erin Miller Heins Hobart F. Popick John L. Kellner David W. M. Conard (1961=2013) Michele B. Patton Katherine B. Kramer James T. DeWeese Stephanie B. Hoffman Manisha Munshi Please find enclosed a completed Application for Site Plan Review together with a check in the amount of $223.00. This is the same site plan that received approval as SP-13-37, which expired without a zoning permit being issued. Please contact me if you have any questions concerning this application. Very truly yours, Eric M. Knudsen ekiiudsen@langrock.com EMK:sll Enclosure c: William Shearer (w/enc.) (via e-mail) David Lewis (w/enc.) (via e-mail) 627721_1 REPLY TO: Burlington Office - WEBSITE: www.tangrock.com - EMAIL: attomeys@langrock.com MIDDLEBURY: 111 S. Pleasant Street, P.O. Drawer 351, Middlebury, VT 05753.0351 - (802) 388.6356 - Fax: (802) 388-6149 BURLINGTON: 210 College Street, P.O. Box 721, Burlington, VT 05402-0721 - (802) 864-0217 - Fax: (802) 864.0137 A Limited Liability Partnership Including a Professional Corporation C8 TD 15' SANITARY � '-- R-209.17 1 }ON EAST SIDE OF // i'' i' / ' /` '- - ----- '' / / =1 •�\``�'// -'/ --- UN-20S2 T I RAILROAD ++1=500a/ �i / -�! / / / �' -�� i_ RPPRQA11a1iI�Bf1GNF1ARY P� _�� . /' �`' /->�2J4.so -- IOIT=1051 DOWN HOLMES ROAD / i-' ---/ / / / /. ' --ffAR 9hY iYkT825HED \ _ _i` I- LAKE 'NONS 1233 1 // / ---- S• L / ! (� \ - HAY DISTRICT /�\ �Tr �_ �s /'I // ��f-224,4�{45�'= BEN CH MARK - - -- i�iw� �r� TOP NUT HYDRANT SOUTH SIDE HOLMES i / -i ----_- -T _-- 'L'�----- __ __ ROAD. EL - 100.00 1 / _` -- _____ _____________ - __-�_ / -ter_-'__�o- _--------_' / ______ LT------------ �_ _r__1___1_ _r .�___=,_S=-y-_____a_WATIR MAIN_ _ L� CB 219.881 1 I I / I I I C / /� S CNN l-2183, r•,n ' I� I I s l % I ��_ // ' /msnNy��--`. ``� \ I------ �-- - I I / /I�zis90 W ' -- i'; ' itii I 4f P •SEW1`1N I I THE CITY OF ' sTDRH SOUTH BURLINGTON I POWER POLE I / / FIRE STATION FINE N.ET. 2 4�Z�, i !gt/,IATER I I SLAB EL = OEVAaTMavt I SEPAAATt7(t I GM.P. J I ;1\ I / �- 218.3+/- /// \� / '� y51 ' i / i Cs IOTT 21a5 Ce 1-214.5 -210.96 SMOVAt \ i /' i i/ TrnAG9 RE I AREA Nlrs T �/ i i //, / (CONCRETE BLOC j ' / / / I I I� �2288 / ;�:','9a`•%,.••.'. °f 'a•.•'. / / i / l j pi 1-221.1 ' a� a ,'VI7RCLE DISPLAY ! STORAGE AREA / 1 / mSnNG I � / //,y, � _ � - l: -_- - --- ! �' •/ i i // // � � % i // 20'.2o' CONCRETE / // DUMPSTER PAD NTH 8' ' / / / %+" - •Y''y-.7 ` 1 (8� CHAIN LINK FENCE NTH -- 127.57/ / ,, /, , •.a o/ / // SCREENS ; lil / / / / / / 1 �`. 1 j _�5 ��`�'�.`§' I T=124.77 \ , ' ', h a' • x ' • f�: a'''' • a°a''.'' %•'''' '', / 1 ,\ 7`. O ATER e / z2B.8 , l 1 -. L/W I , 4>, , a, )i. /\I \ \ `'/ -iJ SEPARATOR STAIR TO--_tA--- 1 /' :•,'nF,':,'a�' 1 I /s Si ,,°.,'�•=V> a' ,aa,i7.., a,'al'x�: ,\\ SERVICE 1 1 1 I 1 i /�'.TTY i .a''; ; e,a,•aa b x; ; , a , a a , ` / a , a, ; ,� •a , \ \ DOOR I ,1 i x' P, li III IICI I I 11 , 1, \I I I ' I , I>1 I j, ,,,, ' �•;a,c•e'•J•'ji •: `'x�;•'ax''7:.^a♦°1l,,,,•°J, ,.o'sa"T`,sa;,�`, a'l°°a>ji•/EEaII°G,te>E'•'''DaIS';,P°LaA+a°r e°•aa,'i,.'araa,','°a •,;,, . °i ';'`'�a'a,� \ \ j SECURITY Y 6/x0wr TYPICALE%lERla4DW_T EPLOYEE IACABLES LIGHTS ', co�F sTIXtAGE AREA HL, I Q �� i 111 i ) I ' 12-o- F 1 S' 7if7J /• ' i,' 744 oTE 7 •x� Il RE \ it •':,:°.'aTCY Cr•i ',e; aa; ,•ply . xa•� a•�x''a°a:�/' ;'s •a��.;',',a ,° / ACLIRA 729.IB 26$$MIDI EXISTIN G BURIED CB i226 J7 EXISTING °°°R AUTO 22227 SERVICE SALES SERVICE a \ I�� °° 'y. "• ; .'; .', ,•,,`a';", '•,'; ' / BUQDQVG 11 \ BUQDWG MOUNTED a' ,1 r� F.F.E 13&27 I UGHT •.':, , ,7: ,';;',',',',''a; •:,•',',,": °%,°,:;', I I SERVICE STAIRS d ,A@'•,','• 4 EI£G METER pOL „`BARK MULCII�Y� V%r�''i'(�.ay.r��ry�j 6 \ I 1 FORTE \fiiair M.a� I : (T)PIGAL)a ;1 �1 \ 6� 1 ^t.4r ./ 4 I , •n•,'ae � �a ; � ; :' �I _' i WITH 4 f-229.52 P`3�' I°+' •�' ,ai,, {' : I I �`M ri HIGH FENCE n` � ?R. ; ,+ . Fdm4r• .1; �' '`'•: � ` : 4`,' • I I / d z1 CONCRETE - i 1 04-44021.. L V FCC'° : ;',r :; `,',�:,' `,'`,';e: j.'; °:; ,';': I TING SALES =;T LOADING DOCKl 1 -_ lltr RAW aI l off' 'J♦E A= ''° ''° ''x' > '1 i BCIII DING i S0�[TL 4Y J'`>•'•'•''a''°',• °••'' • i i F.F.E-2JBD ' YC.IS SERVICE ° �` ��IDI OYJp ,•x •' /'•'•''x ', ': ',`','', It l- .M1.'"Yi+} �C E WA • x a , ' %a ', . a a . , AC UNIT lad, - 'AREAY• SF M ; I-_!rT7g ° 0 1 1 ..y .,a \ t x v: ,'.: a Via. `r: x 1 •, •,y i 1 I i 'T�r-x"=v.•� G°,L°'.iriElcLeDlsPur�sTa+ACE;IRE�:• \ •x9wilacoiseuy:;,,', �a P ' a •�-,' a ti',586 F. I , ,I STORAGE AREA ` DUN 1 \C' == M1 I-- ----- -- BWLDER-- ` • --- . \- =_ _- - \' j'>•C',e�:; ;e,g m� _ \ / r It UNDER GRWND TRAFFIC MH II B / L_ \ 1I _. ti227.32 Ce 225.78 1=221.OH Me SIGNAUZE INTERSECTION sMN-_ �- r-229.17 1 I I I 6' 6LFIOTaw I�1lA •1 � RIp4.�G/®.�.IG�/1R1 L-- LOCATION'OF mS"MG I S.;a bLYLON AT ENTRY r _-__-_ ---I-_____- ---- ].. i CHELBUR1VF ROAD - US ROUTE 7 Graphic Scale Feet 30 0 30 60 90 120 a e R aT�em a g 6 (TOYER SWBDDED BARK MCICH �TEG')OVEDVEn �CAaIE�WEED FABRIC DO MOT PUCE G.OSE TO WIRLA661TA RIM =11 .�J,1�11 �1�1 II '" •• •'` IF�I��i�l ,�I I_F I I E nl EW BAd1FlLL NTH ExCAVAIUV _ NIF90(l.S PREDCww4Tr cAr aL INCORPORATE ORGANIC MATERIAL AS DIRECTED AND APPROVED BY LANDSCAPE ARCHITECT ' T T SHRUB AT SAYE DEPTH AT PUNT PIT WOIM .1X wTTol SHRUB HAD PREVI SLY BALL a, GROWN 'LOos04 CUT. t REMOVE BURLAP FROM EDP 1/3 Of ROOT BALL •SHREDND BARK MULCH AND WEED BARRIER FABRIC TO BE CONTINUOUS WHIR USED N BEDS /-2'-N BALL AND BURLAP SHRUB mm t-iAWS SNOW \\ I -239.8\ -234.3 AREA . \ v I II iT lO i 1 1 \ f \ \ \I \ \ Y i \ \ Y\ (` I I 1 I\ SUN I b2j105 METER�OI iAET ON GONG SLAB --_�-_ SITE MORMATION: 1. OWNER OF RECORD: LENS FAMILY PARTNERSHR, LLP P.O. BOX 4511 BURLINGTON. VERMONT 05406 2.APPLICANT. BADGE MOTOR CO. d/b/P/ AUDI SOUTH BURLINGTON P.O. BOX 466 SOUTH BURLINGTON, WYMONT Obf02 3. TAX PARCEL ID: 1540-01301 h 1540-0/325 4.PHYSICAL ADDRESS OF PROPERTY.' 1301 t 1325 SHELBURNE ROAD &PARCEL SIZE: 4.9.t ACRES ' B.ZONING DISTRICT.- COMMERCIAL •Cl-AUiO' 7. PLACEMENT OF VEHICLES WITHIN THE VEHICLE DISPALY AND STORAGE AREAS ARE SUBJECT TO CHANGE AND MUST REMAIN FLmBLE FOR EVOLVING MARKETING AND SALES STRATEGIES SLIR VEY NOTES- 1. EATSTNG CONDITIONS AS OF THE DATE OF STRRVEY. TOPOGRAPHIC INFORMATION SHOWN IS BASED ON A FIELD SURVEY USING A TOPCON TOTAL STATION, PERFORMED BY TRUDELL CONSULTING ENGINEERS N 2002 AND UPDATED APRIL 2011. ZVFRTICAL DATUM IS ASSUMED. LOT COVERAGE: PROPOSED AUDI/ACURA LOT SZE 216058 Sr. - 4.ACRES BUILDINGS 30,699 Si. OR 96 14.2R OTHER 120,511 S.F. OR 55, TOTAL COVERAGE 70.Ox CITY OF SOUTH BURLINGTON FIRE DEPARTMENT PARCEL LOT SIZE 21,869 S.F. - a50 ACRES BUILDINGSS 3,617 SF. OR 16.5X OTHER 7.421 SF. OR 34.03 TOTAL COVERAGE 50.5Z PROPOSED COMBINED PARCELS TOTAL SIZE 237927 SF. - 5.46 ACRES BUILDINGS 33,728 S.F. OR 14.2S OTHER 728,519 SF. OR 54 Q TOTAL COVERAGE 682X FRONT YARD COVERAGE SHELBURNE ROAD 57.3T MAX COVERAGE BASED ON PRIOR APPROVAL TOTAL SIZE 24750 SF: - 05 ACRES TOTAL IMP. IZ225 S.F. OR 55.71E HONES ROAD 30.OX MAX COVERAGE TOTAL SIZE II,000 S.F. - a25 ACRES TOTAL IMP. 2,9/1 SF. OR 26.4X PARKNB AUTO SALES R SERVICE 2 PER 1000 SF GFA 37,74' SFA000 a 2 - 76 SPACES REOUIRED CUSTOMER/UAPLOYEE - 89 SPACES PROVIDED GENERAL NOTES: 1. SEE ARCHITECT PLANS FOR CANOPY DESIGN. KEY SCIENTIFIC NAME COMMON NAME QUAN. SIZE COMMENTS JHPC Juniperus horizontalis Compact Andorra Juniper 33 3 gal_ CONT. • Plumosa Compacta' TRUDELL CONSULTING ENGINEERS (fCE) 478K*F*&1otl F.O.lar3O6 160A87%4WIWhon4 V7®Ebq V®oot 05M 0114 87%OD XW VYlt lbw the W ba& w .7hdd amuw go �� s � �L b,wp. s. FFnsa r,ranFq iMY -, vet Fb,PM s m-Oucbn DaYW�,a ,v �.„,�•.. Fri b N W F mnyiwfbr Ntli m�Fv°t Siemer sadlbtb� tr ar.�bclYn�° b'w _w� e�°e� sF �sa°nc mm 1 lire � w Mm b W- E•-/•.t aN .. „t 6v-1-mr 1¢ 'ems :.w ..iw..,' n °ri.•r w e.�yl brW..O. W-.�.-'.E T¢ F„-Aet•0. Atv b'b°t baY Raw�O'�'iw�.wL iOA+d atl roesW W �� one aM Amtrd. '�a w h°}n. !\ / UVt` 4 N 4k7/0 N a 0 U T N • U L 1 Q T 7 Project Location m W).W ITldp SF 84/D%m13 am ND. DeBepllm Date M ReNldme yt sESE,.pN, Ic76W}7 ,, P, Mile ACURA SOUTH BURLINGiON 1301 Shelbume Road South Burlington, VC Sheetmde Site Plan Tbtellb9?bAwbw T 2011018 C2-01 Exhandm T 4 (hOjfe[2.ww8w. T DAB DEtYYB T RMP Ode T 05A5/2013 FA 273 SOME. I' - V Pf*d Ee- : 95068 X-Rd. 20110 MECdc lw.hMeT 68 Approved C2.01 June 26, 2013 Re: #SP-13-37 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (61 months. If you have any questions, please contact me. Sincerely, mond J. Belair 4 Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com Y AN N I .. 9�- south k 1t 1 V �-� ; f PLANNING & ZONING Permit Number SP-- — —YY (office use only) APPLICATION FOR SITE PLAN REVIEW e Administrative ❑ 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. OWNER�S),OF #ECORD (Name(s) as shown on deed, mailing address, phone and fax #): 2. LOCATION OF LAST RECORDED DEED(S) (Book and page ft 3. APPLICANT (Name, mailing address, phone and fax ft 4. CONTACT PERSON (person who will receive all corn address, phone & fax #): i1n a lCa14, Al r o, � 4:5,/- LMI �'/ - 0 2// ondence from Staff. Include name, (I U14-170A/9 4a. CONTACT EMAIL ADDRESS:: ��O�S e ZPJ(I! FT C d 44 5. PROJECT STREET ADDRESS: 130 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1SY0 - 0130/ 4 l �; 40 -- 613 2S '�5 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): 30 x LO L'e vcaQ c�2r,Ir'cc. " Poc6co " %r b. Existing Uses on Property (including description and size of each separate use): A(—"& 'Ci2 T)ederll-./ c. Proposed Uses on property (include description and size of each new use and existing uses to remain): Dc& ( f 4 d. Total buildings uare footage on property (proposed buildings and existing buildings to remain): e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): f. Number of residential units (if applicable ew units and existing units to remain): g. Number of employees (existing and proposed, note office versus non -office employees): es h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Zo Site Plan Application Form. Rev. 12-2011 */'es S. LOT COVERAGE Total Parcel Size: V 6 Sq. Ft. a. Building: Existing % / 2�I, Z� sq. ft. Proposed % sq. ft. b. Overall impervious coverage (building, parking, outside storage, etc) Existing % / /u 0 Cff/N,/ rJ� _ Proposed % / c. Front yard (along each street) Existing �d C��S � �,Urcl) G) Proposed % / d. Total area to be disturbed during construction (sq. ft.) sq. ft. sq. ft. sq. ft. 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. (edmf { V) S c. Other site improvements (please list with cost): n&P 10. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): Ve9 Cf i1�lF 11. PEAK HOURS OF OPERATION: r` I 12. PEAK DAYS OF OPERATION: " " 13. ESTIMATED PROJECT COMPLETION DATE: / dX04,AC ,?U 2d/2 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy of the site plan must be submitted A site plan application fee shall be paid to the City t the time of submitting the site plan application in accordance with the cty's fee schedule. 1 Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form, Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service. The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the infor accurate to the best of my know of this application has been submitted and is OF APPLICANT Tr T k 74-Vt {- Z&t s SIG&OURE OF PROPERTY OWNER PRINT NAME Do not write below this line DATE OF SUBMISSION: REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: � Comp lete ❑Inc le Ad inistrative facer 6ate The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. Site Plan Application Form. Rev. 12-2011 CB R-209.17 IN-20&2 KK1T-20S1 BENCH MARK TOP NUT HYDRANT SOUTH SIDE HOLAIES ROAD. EL - 100.00 POWER POLE N.E.T. 2 G.M.P. 3 C8 AN2KIII -2101 ROUT 210.5 C8 1214.56 -210.9 BURIED CB -226.37 1-222 27 TO 15' SANITARY SEVER ON EAST SIDE OF RAILROAD +/=50a DOWN HOLMES ROAD al �tr�'77d�1F�N- 4 -t--1 1--- r -------a' W, / I 1 SEW& FIRE STATION TER I SLAB EL. _ 218.3+/- �J ( I Imo`•.-•{- s --- RCP /'/ _-/ // %-,�//'- ' �� ii ��'��-APPRD3I19tiIEBDGNDNZS' SSE' / \ '-- _i-.�_ �` //--- --� e / // / --"6AR FF BkY iYAiERSMED \\..._� �.�_ - -- -/ --' --' -�'- A ( / 11\ I ( 1 VERLAY DISTRICT. / \ -' .� _- ------------ •� ��=.1/i 77 `C � F_ t ce --T--�- ice- i __� - __-_- __. STi1RAj /--�-' � �. --I � -' / /� /. i --= - i/-i'.ice av� AM -ROUTE I -OAD / ' / , SNOW REMOVAL , p� / //' i / TIXNG11- / AREA It «/ / _____T y rFF ;SEPARATOR 5�A ' 60' R.O.W. y! ! I ! I \ -T III II EMPLOYEEEXTERIOR ! I \\ fr TABLES I 1 II1II�!II � 1.1 I I I ( fY -� ON H 229.I8 GB \r,-22a2B / •' AUDi EXISTING �28.JB \ AUTO SALES SERViCE k \ Bun DING G BUII DING �"NTED 1 --6M' \--•II.1 (y__ *STAIRS ELEG METER 0 M1'L'" / FMTE COCHM a� CB ` 11 ' §I �It 1 - AC UNIT WITH 4 r-229.52 FT HIGH FENCE I-224.52 It i CONCRETE / 1 ' a1.2111111110`1�L3o M-(--v an L i LOADING DOCK 1 - Iff Rp1 _ / GAS SERVICE -T j I §�$1 L.I / Ii ... s.s rrr •n AREAY - \ .• \ RIC2I III III a1 579 SF \7 ll `I I I i\f-2-24! .0/ • •� : '•DISPLAY! S70RACE�AREA / / •r :jr, • it \, l iiHl�'lE' DISPLAY • r. ± STORAGE AREA 34 744 S.F. « SEE NOTE 7 °`>" • : °'.°:• ^t«. Ala / V. '13ARK MULCH • (TYPICAL) ,, A,�1�a� • • I0 .../�°' ••ram, .�, •,�. �: �� ,°�"rr�': Pa e --.-- L.AK 'MOONS 1233 -- -= 20'X20' CONCRETE / DUMPSTER PAD WITH CHAIN K FENCE Ni7H :� I ' I I I I ENLY.9SLIRE SCREENS L •4{3 �I ,w-rw ____ I -Y /SALT/SAND 1 STORAGE 1 1 1 SERVICE � DooR \--- SECURITYLJGHTS TYPICAL HIGH \\ CONCRETEBLK I l l AINING I I RE W K3 I ACURA RIP - 243.1 1 1--,1 1 SERVICE EXISTING DOG, AUTO SERVICE BUILDING n F,F.E.-23&27 I \ Rl!v 0. 13 I CB\ ",•' �0imto n!'1 ;. .`•�!; : �: r �,',: •EXL577NG SALES + BUILDING f ^•�Iy' • "'r /•,°•: •: •: •: «': "`: • i 1 F.F.E.-23&0 -rA 1t-/ y • '1L I '•° °"" "«'��« I�: • • ° • � °'9 • "« « . . " .i �I II1 AC UNIT EWA • - I� I� I \\ \I i L • 11 �� • ' • •:YFJU!%E BI�I.AS[¢ SYOWaOE !, , a �('" STTIRACE AREA � SF. '••�1°r,.•, • i«• L 1 � V L$035.F �.YI r-225'153 4 I cb\ _- `. -�- " 7DpE • I, ;: / l I� --- UNDER GROUND II 1 TRAFFIC AIN 1 ! \ N g ' T-22Z32 / I Y� i IVA ------ 1 "3i _ I _______________ _ y_____ -a- ___ ------ _ I W2H -- r 29. 'I -22&78 0 : I I - 8' aELolEa �EfWX 1-221.08 0 I 1, jQ •y,1 I T k Tb+L SIGNALIZE I iil INTERSECTION ' I I I 1-229.0 m m mpg p�m1 I IIa/ rD a p�, Aye (TuEER SEwmD BARN M (TO APPROVED B E ARCHnEcn OVER PERMEABLEWEED FABRIC. DO NOT PUCE CLOSE TO IAkUB881 RN III III -_.III IL11 IlIII. Illl :III II .III II I:,.•.;; IDID ADKRLL EXCAVATED W=ll MATERIAL IF MSOII. B CLAY OR WAVEL INCORPORATERIUKAIWAIII ORGANIC MATERIAL AS DIRECTED AND APPROYID BY LANDSCAPE ARCHITECT 'PUNT SHRUB AT SAVE DfPN AT PLANT PIT WIDTH 3X Non% SHRUB HAD PREMO RY -._.-. BILL DIA. .__-- GROWN LOOSEN. W. R REMOVE BURLAP moo TOP 1/3 OF ROOT BALL «SHREDDED BARK MULCH AND WEED BARRIER FABRC TO BE CONTINUOUS WHEN USED N BEDS 2 BALL AND BURLAP SHRUB SITE INFORMATION. 1. OWNER OF RECORD: LEWIS FAMILY PARTNERSHIP, LLP P.O. BOX 4571 BURLINGTON. VERMONT 05406 2.APPLICANF BADGE MOTOR CO. d/G/a/ AUDI SOUTH BURLINGTON P.O. BOX 466 SOUTH BURLINGTON, VERMONT 03402 3.TAX PARCEL ID: 1540-01301 & 1540-01325 4.PHYSICAL ADDRESS OF PROPERTY: 1301 & 1325 SHELBURNE ROAD &PARCEL SIZE: 4.9f ACRES &ZONING DISTRICT- COMMERCIAL 'CI -AUTO' Z PLACEMENT OF VEHICLES WITHIN THE YEHIC E DISPALY AND STORAGE AREAS ARE SUBJECT TO CHANGE AND MUST REMAIN FLEXIBLE FOR ENXVNG MARKETING AND SALES STRATEGIES SURVEY NOTES: 1. EXISTING CONDITIONS AS OF THE DATE OF SURVEY. TOPOGRAPHIC INFORMATION SHOWN IS BASED ON A FIELD SURVEY USING A TOPCON TOTAL STARON. PERFORMED BY TRUDETL CONSULTING ENGINEERS IN 2002 AND UPDATED APRIL 2011. Z.VERRCAL DATUM IS ASSUMED. LOT COVERAGE: PROPOSED AUDI/AWRA LOT SIZE 216OW IF. - 4.96 ACRES BUILDINGS 30,899 SF OR 14.2X OTHER 120,571 IF. OR Z= TOTAL COVERAGE 7OOX CITY OF SOUTH BURLWGMN FIRE DEPARTMENT PARCEL LOT SIZE 21,a59 SF. - a50 ACRES BUILDINGS U17 S.F. OR 1&3X OTHER 7,421 S.F. OR JIM TOTAL COVERAGE 50.AX PROPOSED COMBINED PARCELS TOTAL SIZE 237,927 S.F. - 148 ACRES BUILDINGS 33.728 &F. OR 14.2X OTHER 124519 S.F. OR 54, TOTAL COVERAGE 6&2X FRONT YARD COVERAGE \ I , I I SMELBOTAL ROAD MAX COVERAGE BASED ON PRIOR APPROVAL SFIELBURNE ROAD - US ROUTE 7 Al TOTAL SIZE 243,7575 0 IF - 03 ACRES TOTAL IMP. 13,223 IF OR 55.7X _ HOLMES ROAD 30.Oi MAX COVERAGE --'- TOTAL SIZE 11.000 SF. - 0.23 ACRES TOTAL IMP. Z911 S.F. CR 26.4X PARKING AUTO SALES R $FRINGE 2 PER ES Q IGFA RE 37.741 ERIEW 0 X 2- 76 SPACES REQUIRED CUST01/ER/EA/PLOYEE - 89 SPACES PROVIDED GENERAL NOTES: 1. SEE ARCHITECT PLANS FOR CANOPY DESIGN. Graphic Scale MW Uff Feet KEY SCIENTIFIC NAME COMMON NAME QUAN. SIZE COMMENTS 30 0 30 60 90 120 JHPC Juniperus horizontalis Compact Andorra Juniper 33 3 gal. CONT. Plumose Compacta' �\ N h(•Zj 00 LOCATKINIOF EXISTING I SIGNAGE M.YLON AT ENTRY I _-o- _Z ________-___Z_� -- _ __ fl•___. 239.6\ \- � j p I�]/ 1-234.3 `• EMOV J AREA j • �1O i\ 1 II\ 1 \ ' O.O. \ \ I \ \ i! 1 SUN33pq! 85 1-23503 i . -T :.�MElT ON CONC. SLAB h231.4f.4 ,dl I I I i b I 1 TRUDELL CONSULTING ENGINEERS (iCE) 478 all Pd►ad P.O. Ba1308 ItIM M-031PRin ) Nilao, vanwa 05M 1802i 8740000(W VW lY 9n meWeb rt vrww.Thldel .ma m-nWr ro0,4 bw e•••hP -• Fs-req b nvnMwY ow-ho r.r�°spy-ubabatbn xu can. a.ph.. n umtw -un .po,ew M1an tMW-. r�w� marina 1MY m mt htwMM a aarnM1uc6on ..m amn .,,..1h, �.ti n m aemh .I.aNa1a sofa .,xal b aa.e,�IHa H,ae w ti.-•ea �hw -. rP•a1m m m. nal+al •ae m a•f w,.rmr '� M'•-Nnf m a. ett:,t� .r 1¢ h� r�xm�e...a a.Y�.nYa"e: nY or fl,r- M1a•hP b wubuefin b m• Pm}at fM rprr•nb mal m•Y 11«.e fM•w�4gl,O�pe`s4 mG an•D W m«eo �•pbii•w-•�a�-ssMryryiwawbd .m o� '�•«f.�-IM ReM- U Vt `► V N a T/O N S o U T e a U L I Q T 7 Project Location m M).W Ill SF a//s/2or3 am Ti9. Dsa48uf DWee By PeNWa15 `\\`SIN �O F711�V3f7 //A/II/ ggAAipHN�nY�y"\O� ACIRA SOUni BURLINGTON 1301 Shelbume Road South Burlington, Yf %W718e Site Plan DIW Ang Nlm6er 12011018 C2-07 Edariaes_ 4 PR1�ect Know l DAB DiRa ] RMP Deee1 05/75/2013 FJL 223 Sale1 1' - 30' PmleCt01lee90e1 95068 X-Rd. 201101BRECdc B"ll Foes 68 APPIa'ed C2,.,01 CITY CLERK' I S OFF(!_! s]t as �r �a \ Received Apr 17e21113 01:20P Recorded in VOL:11553 PIG16 .i 1 OF SO- Ewlinston Land Records Attest: Gonna Kinville City Clerk WARRANTY DEED KNOWAUT,93� T�tIESE,, PRESENTS: That City of South Bu.rP1'J i"' , a Vermont municipality having a place of business in South,Burlingloni, in. e,,0 iW of Chittenden, and State of Vermont (the "Grantor"), in, consideration of TEN AND MORE DOLLARS paid to the Grantor's full satisfaction by Lewis Family Partnership, LLP , formerly known as Lewis Family Limited Partnership, a Vermont limited liability partnership having a place of business in South Burlington in the County of Chittenden, and State of Vermont (the " Grantee"), by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the Grantee, and its successors and assigns, forever, a certain piece of land in South Burlington in the County of Chittenden, and State of Vermont, described as follows, viz: Being a small parcel of land, approximately 0.03 acres in area, more or less, shown and depicted as "Portion of City of South Burlington To Be Conveyed to Alexander Lewis Property 1447 S.F. - 0.03 Acre" on a: plat entitled Boundary Plat Lewis Family Partnership, LLB , 1301 & 1325 Shelburne Road ._' South B xdingtaw,,Vt,. dated 0cfola& 1996, pre} ared by Trudell. Con.sul.tingF�fngixteers, l_nc recorded in Map Slide 305 of the Land. Records of"tile City of South Burlington (the "Plat"). Being a portion of the lands and premises conveyed to the Grantor pursuant to a warranty deed, dated November 14, 1985, from Alexander S. Lewis, recorded in Volume 214, Page 340- of the Land Records of the City of South Burlington. The parcel of land is a parallelogram, having east and west boundaries of 170.00 feet and north and south boundaries of 8.69 feet, all as shown and depicted on the Plat. Reference is hereby made to the alpove-mentioned instruments, the record thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the Grantee and its successors and assigns, to its and their own use and behoof forever; And the Grantor, for itself and its successors and assigns, does covenant with the Grantee, and its successors and assigns, that until the ensealing of these presents it is the sole ownerof the lands and premises, and has good right and tithe to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE and that it hereby engages to WARRANT AND DEFEND the same against at] lawful claims whatever, except as aforesaid. LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 1 16 4r.tra 113 PG 17 IN WITNESS WHEREOF, the Grantor has executed this deed this / (o day of 2013. City of South Burlington By: +6 Bob Rusten, Duly Authorized Agent STATE OF VERMONT CH[TT :1N EN COUNTY, SS. At South Burlington this /6 fl day of ,� / ) 2013, Bob Rusten, duly authorized agent of City of South Burlington personally appeared, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of City of South Burlington. 23775\000 Before me, otary Public Print Name: n z My Commission Expires: 2/10/15 Vermont Proper�s Tans, er Tay. 2 V S ffi Pk. Chctp 231 —AC=Ki OWLEDGENENT— RETURN REC'G-TAX PAID BOARD OF HEALTH CERT. REi 'D. VT LAND USE & DEVELOPMENT PLANS ACT. CERT. REC'D Return Pia, _ .-______..___ Dome, k.inville Citm Clerk Date Apr 17.2013 LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 14 Recorded in VOL: 1153 €G: 14 of 5o. Burlinston Land Records Atrtrest Donna Kinville WARRANTY DEED Cite Clerk KNOW ALL BY THESE PRESENTS: That Lewis Family Partnership, LLP, formerly known as Lewis Family Limited Partnership, a Vermont limited liability partnership having a place of business in South Burlington, in the County of Chittenden, and State of Vermont (the "Grantor"), in consideration of TEN AND MORE DOLLARS paid to the Grantor's full satisfaction by City of South Burlington, a Vermont municipality having a place of business in South Burlington in the County of Chittenden, and State of Vermont (the "Grantee"), by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the Grantee, and its successors and assigns, forever, a certain piece of land in South Burlington in the County of Chittenden, and State of Vermont, described as follows, viz: Being a small parcel of land, approximately 0.04 acres in area, more or less, shown and depicted as "Portion of Parcel To Be Conveyed to the City of South Burlington 1674 S.F. - 0.04 Acre" on a plat entitled Boundary Plat Lewis Family Partnership, LLP 1301 & 1325 Shelburne Road South Burlington, Vt. dated October 10, 1996, prepared by Trudell Consulting Engineers, Inc., recorded in Map Slide 305 of the Land Records of the City of South Burlington (the "Plat"). Being a portion of the lands and premises conveyed to the Grantor pursuant to a warranty deed, dated October 25,1999, from Alexander S. Lewis, recorded in Volume 476, Page 613- of the Land Records of the City of South Burlington, as corrected by a Corrective Warranty Deed, dated June 29, 2009, recorded in Volume 876, Page 050- of the Land Records of the City of South Burlington. The parcel of land is triangular in shape, having a west boundary of 28.19 feet, a north boundary of 118.85 feet and a south boundary of 121.31 feet, all as shown and depicted on the Plat. Reference is hereby made to the above -mentioned instruments, the record thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the Grantee and its successors and assigns, to its and their own use and behoof forever; And the Grantor, for itself and its successors and assigns, does covenant with the Grantee, and its successors and assigns, that until the ensealing of these presents it is the sole owner of the lands and premises, and has good right and title to convey the same in manner aforesaid, that it is LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 1 f 000248 4-2 r V r 1153 PG.- 1 FREE FROM EVERY ENCUMBRANCE; and that it hereby engages to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid}. IN WITNESS WHEREOF, the Grantor has executed this deed this Cq day of 0(1&kr , 2012. Lewis Family Partnership, LLP By: David A. Lewis, Duly Authorized Ag t STATE OF VERMONT CHITTENDEN COUNTY, SS. At Burlington this b day of e�� , 2012, David A. Lewis, duly authorized agent of Lewis Family Partnership, LLP personally appeared, anq he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and t act and deed of Lewis Family Partnership, LLP. 23775\000 Before me, Notary Public Print Name: r'j, L ttft My Commission Expires: 2/10/15 Vermont Propertu Transfer Tax RETURN REC"D-TAB. PAID BOARD OF HEALTH CERT. REC'D. VT LAND USE & DEVELOPMENT PLANS ACT. CERT. REC'D Return No - ------------------------- Donne Yinville Citm Clerk Date Apr 17,2013 LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 2 EMI® 0 T SB Legal Notice 41. X CITY OF SOUTH BURLINGTON NOTICE OF SALE OF MUNICIPAL REAL ESTATE NOTICE IS HEREBY GIVENTO LEGALVOTERS OFTHE CITYOF SOUTH BUR LINGTON, pursuant to 24 V.S.A. § 1061, that the City of South Burlington proposes to convey any interest it has in a certain 0.03-acre, more or less, parcel of land with east and west boundaries of 170.00 feet, more or less, and north and south boundar ies of 8.69 feet, more or less, as depicted as "Portion of City of South Burlington To, Be Conveyed to Alexander Lewis ,Property 1447 S.E - 0.03 Acre" on a plan entitled, "Boundary Plat, Lewis Family Partnership, LLP, 1301 & 1325 Shelburne Road, South Burlington, Vt." dated October 10, 1996, and recorded in Map Slide 305 of the City of South Burlington Land Records (the "Plan"), to the Lewis Family Partnership, LLP. Said conveyance is in exchange for the acquisition, at no cost, of a small parcel of land, approximately0.04 acres in area, more or less, depicted as "Portion of Parcel To Be Conveyed to the City of South Burlington 1674 S.E - 0.04 Acre" on the Plan. Said conveyance will have the following terms and conditions: Sale Price: $0.00 Terms: Warranty Deed delivered at closing. Closing: As soon as practicable after completion of the notice period. The propertywill be sold on the terms specified unless a petition objecting to the sale, signed by at least five percent (5%) of the legal voters of the City of South Burlington, is presented to the town clerk within thirty (30) days of the date of publication and posting of this notice. If such a petition is presented, the City of South Burlington shall cause the question of whether the City of South Burlington should convey the real estate to the Lewis Family Partnership, LLP, on the terms set forth above to be considered at a Special Town Meeting called for that purpose, or at the next Annual Town Meeting. THIS IS NOT A SOLICITATION FOR BIDS, NOR AN OFFER TO SELL THIS REAL ESTATE TO ANY PERSON ON ANY PARTICULAR TERMS OR CONDITIONS. Dated at South Burlington, Vermont, this 10th day of January, 2013. CITY OF SOUTH BURLINGTON Sanford Miller, City Manager and Duly Authorized Agent The other Paper • www.otherpa ........... as a..v.,,. ` AFFORDABLE APARTMENTS Pines Senior Living Community in South Burlington offers 1 & 2 bedroom apartments. Rent includes all utilities. Optional living and health services. Community tour every Wednesday at 12:30 p.m. 865 1109 A Vermont Gun/Knife Show lan.19-20 S.Burlington Holiday Inn zll 802-875-4540 FOUND CAT: Gray/ black adult tiger, found in condo complex off Dorset St. Very friendly. 578- 0736 (1/04) FOR SALE BABY ITEMS: Kidco.white steel baby gate (G20) with banister rail kit, $40. Six brand new 9oz Special Edition Avent bottles in pink, $30. Boppy Pillow, Sweet Pea design, like new in packaging, used only a few times, $30. 233-3651 (1/04) BETTY BOOP DOLLS: 15" from Applause Co., plus 12" LIPS Pillow. All 3 mint with tags. $15. 497-0865 (12/20) BYERS CHOICE DOLLS: Three lovingly displayed and cared for. One from the Williamsburg Collection, two from the Carolers (one seated on a bench). Purchased directly from the Christmas Shop where they were made, in Chalfont PA. $75 each when new; will sell for $25 each. 865-3959 (1/10) ENTERTAINMENT CENTER: Cherry wood, spacious. $100 or make an offer, all offers Showroom Roof 23'-0" Service Roof rh Second Floo 9'-0" Main Floor IRU 0'-0" WEST ELEVATION ra Showroom Roof 17- 23' - 0" ru Service Roof lu 19'-Oil Second Floo qu 9'-0" rh Main Floor 0' 0" NORTH ELEVATION ACURA SERVICE CANOPY JEW WOOD SIDING TO MATCH EXISTING JEW WOOD TRIM TO MATCH EXISTING JEW STOREFRONT SYSTEM SCHEME B - PLAN & ELEVATIONS m M ---- EXISTING BUILDING - - EXISTING SERVICE CANOPY NEW SERVICE ENTRY 6" I I NEW SERVICE CANOPY 0 PLAN 1 /8" = 1'-0" truex:ullins I N T € R I O R S South Burlington, Vermont 26 September 2012 ACURA SERVICE CANOPY VIEW TO NORTHEAST VIEW TO SOUTHWEST SCHEME B - 3D VIEWS #rue`x:ullins i N 7 ER t 4 R 5 South Burlington, Vermont 26 September 2012 south) aarl Ua,cytmi PLANNING & ZONING October 2, 2012 Stephanie Hainley White + Burke P.O. Box 1007 Burlington, VT 05402-1007 Re: Shearer Audi Landscaping Field Change Request Dear Ms. Hainley: Please be advised that your request dated 9/19/12 for a field change to the landscaping plan is hereby approved pursuant to Section 14.05 (I) (1) (a) of the Land Development Regulations (LDRs). Please note the requirement for "as -built" plans under Section 14.05 (I) (2) (a) of the LDRs prior to issuance of a Certificate of Occupancy. Should you have any questions, please feel free to contact me. SinceT-qly, Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com J Page 1 of 1 ray From: Craig Lambert Sent: Monday, October 01, 2012 11:36 AM To: ray Subject: RE: Shearer Audi Landscaping Changes Hi Ray, The proposed landscape changes for both the Shearer Audi and Kirby Road Partners projects are acceptable. Craig Lambert South Burlington City Arborist 104 Landfill Rd South Burlington, VT 05403 Ph: 802-658-7961 Fax: 802-658-7976 email: clam bert(cDsburl.com From: ray Sent: Tuesday, September 25, 2012 3:02 PM To: Craig Lambert Subject: Shearer Audi Landscaping Changes Hi Craig, The folks at Shearer Audi want to make some landscaping changes and have submitted a revised plan. Could you please stop by the office to pick up a copy and provide your comments? Thanks. Ray Belair Administrative Officer City of South Burlington 575 Dorset Street South Burlington, VT 05403 Ph: 802.846.4106 Fax: 802.846.4101 rbelair@sburl.com www.sburl.com 10/1/2012 white+Burke REAL ESTATE INVESTMENT AGUtSORS Foundt.,d itt 1990 20 Years cat Strategic Advice MEMORANDUM To: Ray Belair From: Stephanie Hainley Date: September 19, 2012 Re: Shearer Audi - Landscaping Field Change Request (Revised) The showroom at the Shearer Audi building is under construction (approval #SD-11- 35) and the property owner would like to make a change to the landscaping plan - please see attached Sheet D1, most recently revised 9/14/12. Instead of the Dense Yews along the eastern facade of the showroom, we are seeking approval for an additional thirty-three Compact Andorra Junipers to wrap around the eastern and southern facades. The property owner would also like to eliminate the nine previously proposed Spirea along the eastern sidewalk and the six previously proposed Spruce trees at the southwestern corner of the site. Instead, this application seeks approval for forty- three Compact Andorra Junipers in the parking lot row between two levels of the site. These changes would create a more unified appearance. When approved by the DRB, the landscaping budget for the Dense Yews, Spirea, and Spruce totaled $3,792.00. The replacement of these species with the additional Compact Andorra Junipers will cost $3,800.00, thus matching the landscaping investment at this site. The updated Plant List, dated 9/14/12, is attached. Please do not hesitate with any questions and we look forward to hearing from you. 168 Battery St., PO Box 1007 l Burlington, VT 05402-1007 1 P: 802,862.1225 / f: 802.862.3601 www.whiteandburke.com PLANT LIST Shearer Audi 2011018 Prepared by Trudell Consulting Engineers Karen Pettersen, Landscape Architect 9114112 SCIENTIFIC NAME COMMON NAME Juniperus horizontalis Compact Andorra Juniper ' Plumosa Compacta' Thuja occidentalis nigra Dark American Arborvitae Thuja occidentalis nigra Dark American Arborvitae —tce'%J001, - PRICE/ QUAN. SIZE COMMENTS PLANT* TOTAL 86 3 gal. CONT. $50.00 $4,300.00 16 4'-5' B&B $107.50 $1,720.00 20 6' $200.00 $4,000.00 TOTAL $10,020.00 * The price per shrub/tree includes the cost of the plant, the installation, and a one year guarantee. TPUDELL CONSULTING ENGINEERS 478 BLAIR PARK ROAD, WILLISTON, VT 05495 1 802.879.6331 1 WWW.TCEVT.COM -_ -- BITOMROUS PAVEMENT a I'R�� CONCRETE CURB CLASS B CONCRETE T RkIEAI •�. .. 1 m 4 0 0 -- MIRAFI 50OX FILTER FABRIC r11 CONCRETE CURB DETAQ EHtsK[RS 1 ,'TEXISTING 1I.ANT (TYPICAL' (REFE2'TD ECTOR DEFA ,PP 7 a Tom 1 ® RIPRAP TO BE REPLACED will 3/4' STONE USED .. z AS MULCH 3 3 Tom I �. n 1 TO TON 1 WAN= 1 n CONDIT1. ION 43 JPD J r SHELBURNE ROAD - US ROUTE 7 5 LANDSCAPING PLAN r_30 �J VACANT IdWXJA KEY SCIENTIFIC NAME COMMON NAME QUAR SIZE JM J-FDe n h—tais 0—pe t ATdn:a J-par 86 3 yal PElnasa CalpBcm' TON T" occdartais ngra DarkArenCan AborMm 16 4S TON Th*occKBI-Wm Dak Araicar Aborwtaa 20 6 CONE B&B SPEOFICA DQVS I/1' EXPAN9ON/CO/1RACIION JOINT RIM ASPHALT RWRECNAIm 010E1P BOARD iLLLOP ENWY 30 FEET. SCaED CR TOOLED ..ONT (1' DEPTH OR I/3 ME roiAl DEPTH OF WALK) WITH A SEPARA i10N DISTANCE EQUAL TO 1ME N10M OF ME SIDEWALK. FULL -BREAK CR CdIP(£IE JONT EVERY M FEET. NOEASF CONCRETE Mf]fNE55 To Y WHEN SDEWALK CROSSES A DRIVEWAY NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECIFlC 91E S 3' IWLSO CONCRETE WEAR COURSE (Rom P50 i MNMM Ip' OGMEL BASC /TYPICAL CONCRETE SIDEWALK mr rI:lllu ewxaTxw exnRDls - - - PLASTIC SLEEVE OVER 6' SCHEDULE WO POST - GROUT SOJD N.M. SECURE PLASTIC SLEEVE TO STEEL POST. CONCRETE WASH PAVEMENT AGGREGATE BASE I' . ��IIIIIII�� 1 4_B IIIII IIIIIII� �•o •B. � Ira •BI �• •B' I� .71! J' 1. SUBBASE. SAW CUSNNJN AND SUBGRADE SNWLD BE CONSTRUCTED AND COMPACTED TO THE DNENSONS SHORN IN ACCORDANCE RIM IERwp r AGENCY OF TRANSPDRTATION SPEC DONS STANDARD A-J6. THERE MORE STRINGENT LOCAL ORDINANCES HAZE BEEN ADOPTED RELATIVE TO ROAD DMENSONs AND CONsrRUCDON. iNEY SIIWLD GOVERN. P. COMPACT .1 SUBBASE MAERIALS TO ISR MA.. - DENSITY (STANDARD PRaTOR). 1 IF GROUNDWATER OR SOFT SPOTS ARE ENCOMIERED CONTACT TIE ENONEER TO OISCLZ ADDED MEASL ES SUpI AS UNDERORAK ROPE SUBBASE TO UNDERGRAIN LOW PONIS r-'� I. CONTTT CTDR TO MATCH EXISTING SUBBASE MATERIALS OR BITUMI iS PAVEMENT MO" MATERIAL DEPTH PER THIS OFT — 0000 0 0 0®0®0 ©000 o �J NOESSTAKE ONLY IN EXTREMELY MIND Y CONDITIONS AS APPROVED BY LANDSCAPE ARC 17FCT If NNOW PLANT THIN RIM THE N SURIENTA — OR WTH WRAP RIM MITE W/Ty WRAP OPYL£NE BURLAP m LOOSEN: cwtLOOSEN. WT. R REYOK QY" NATURAL BURLAP IRON � ��W TOP 1/2 OF ROOT BALL Wm, �ryNTS REMOVE (E MELC BURLAP WIREL6--L_tl,YLU • M BA9LET5 RINGS PARTIAL Y BVACTI6WTLL THEN REMOVE REMAKING WIRE. • PLANT TREE TO EXPOSE ROOT FLARE, MAIN ORDER ROOT. AND N SAME ORIENTATION AS TREE WAS DROWN. DO NOT PLANT TOO DEEP 2' DIAL • J- LAYER SHREDDED BARK MULCH RING MULCH (TO BE APPRO" BY LANDSCAPE ARCHITECT) 6' CLEARANCE OVER PERMEABLE � FABRC. W NOT NEXT TD TREE iRU1If SLOPE GROUND TO GRAN _ s• SAUCER IKM - DIG TREE PT ONLY AS _- DEEP AS ROOT BALL �L- DACKFILL RIM EXCAVATED MATERIAL E SOL IS PREDOMINATELY CLAY OR GRAVEL INCORPORATE PLANT PIT WIDTH ORGANIC YA TEMAL AS 3X BALL DIA. DRECTED A. APPROVED BY LANDSCAPE �71 TREE PLANTING DETAIL ARWTECT os/Ia/n L-HOOPS LATER SHREDDED BARK MULCH !ro BE APPROTD er LANDSCAPE .I5�0 PERMEABLE ACR FABRIC C R O T PLACE CLOSE TO uAM �3- SADLER R,M I— I BACgAL RIM [XCA VANED _ — I I— ITDI I Ir-1iI I I— II—III}—DI�—I MATERIAL. I sort IS — PREDLYINAtetr CLAY at GRAM ' INCORPORATE OROMVC MAIEPoAI AS aRELTED AND APPROVED BY LANDSCAPE ARCHITECT PLANT P1 1MOM JX BALL dA. NOTES: CANT SHRUB AT SAYE DEPTH AT Rw s/WUB HAD PREMWSYY GROxrI YOOSEN, W1, ! REMOVE BURI./P FROM TOP rn a Roor 9ALL -SHREDDED BARK MULCH AND WEN BARRIER FABRIC ro B[ CONTINUOUS WHEN USED IN BEDS �g1 BALL AND BURLAP SHRUB 1'-0' DIA. CONCRETE FOOTING CONSTRUCTION DRAWBVf, TRUDELL CONSULTING ENGINEERS (TOE) 478 BIIw M► d BaL 306 W■ibn, Vemmt 05495 1801) B74rSiif gvmxl o•ov�en ri Iwm o1M, uvpx� v �uvl.. e:e/v mwea wHp nw.�ut ai �w .: S"y en nat atver n .m.m.et }. 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EL = 100.00 G.M.P. 3 CS - r IN -270.-2f0.B IWT-210.5 G6 - =214.68 1-21C.9 BURIED CS 226.37 1-222.27 PCP TO 15" SANITARY SEWER r! / / _ _ ___ % /1 % '` ~'W, \•... `, _ .. ". �-.-_ /,�'''///D�14 J-1 ON EAST SIDE OF �FAILROAD 500�-•'/ /// ,.� J.« /% / 1 / ///^'/...." _.' ._.. __ _._�_ ..-I `r-_ //l 'i •^"' pO.W (8•) DOWN Hobs a0A0 / - I .''// _ _ y / I r ram(- r /�\ ,^. �... J!,_ / ''r - % �'I 22A�E(f5) _ �..-. 119 -.'-Stt`__. ~^,_ ,17 - .�78R--RM�-.___.__ r ",-_...r_ ..`-lei--, _f__1 __Y____________j.a=s �� - - _T___� tp �_ r PT - ~ / 8_WA7ER MAW `41_-___ ~ l I 1 / II I t °-----.-- \ CB • / / / `. \-218.B8 II www`w` " / / // s 1b 1-2/5.J7 ! / ar____ 4A P SE R ( `A ( / / / I 1}t FIRE STATION %15TINfr/�-"\w THE CITY OF I STORPj SOUTH BURLINGTON ,_-.r i FIRE ! ,/ 6 ✓i//i '�..,..--' 1..�" _ -"'"' IEN7pAoT01(S. INC-- ____A' _-7-- --�'.i'"`_- qL��,//A TER I /sEP'dRa I SLAB EL /r ,....-_"_ .,-..;r•".._ DEPARTMENT/ \\ / /i",:.i -" ...- " „"� ^•"_.;gomm SFBiLBLLR7VL-"1"OAD ! / /r 1- `/ i //r1Ft �f,16'UE AP.9✓ffT 3) - _._ UP s a`-' / /1 it ,'GLII // % / / / � ! ..^ r I1 !I r -- // 7 / / �//g ��PAVEMDiT /•5 ` 1 kJH 1 OIL/WATER SEPARATOR `�- --- STAIR`k t 1 / LAIN OOF _. _ _. --- a. INEW YI� t \ 1 \ DETAA r(SEE t \y 1 SHEET 3)/A I 'I 1 1) t I 1 EMPLOYEE I / II 11 I I,w SETBACK \\ T I & TABLES NT R" I / ENTER" s1GN SIGN 111 11 ,1 1 I iI / yC l AIR y - / OMH =229.18 ti-228.2 EXISTING AUTOSALES & SERVICE BUILDING METER.F.E.=230.Oi PROPOSED PORTE COCHERE 1074 SF. jl�2 AC IGH WITHF7 HIGH FENCEBPROPOSED WCK t/NEW 224DING EL-2 tl1 II I ItI l I �I GAS SERVICE PAD CUSTOMER PARKING O it BC RACIC t _4 t t t 't 1 i • I 1 C. METER'" DMN - ty -"1 - �- ---- -->`-----7-- SOUL UNDER GROUND t, TRAFFIC MH Y 1 �tp7�°LOyo;A'IC1� 00 e • 1+ r +/^ / � / " °A •°� VEHICLE DISPLAY &° STORAGE AREA p' :: " / / I t ! / / +// r% / • / / // 20X20" CONCRETE DUMPSTER PAD WITH B' \ CHAIN LINK FENCE 1W71i /', �, ."/", ., .. �'r,'r,•+" , , . ,• ", !, +, / 1f%y�jl�7� SCREENS •LL..1p •. „e✓':B RY _i I !J� . ` �,-Ey. o Ii,':"*r"'r ,` ,qTI % )SALT/SAND ' " l• . . I' ' dk a+, STORAGE r ` . •r '•rrr, •: p'i'6 \\ SERVICEDOOR J :• F ` . , ,:.'a`,°`•''.•"'p,."m ,'qr"+•r.A,• «sr*/rl.',,""•^ .'4+'I' \\ \ SFCURm 1 `,I ;. :y�r ' / + y, >`,':y'r�''+`•"".`°•r \ \ uGHTS ",'"" ./,I ^ : , 'r ("^n ,'". ,"'r','" a'�'`r ,` ,'"`x"`,":+`"^.,J4. , • , g \ TYPICAL �J� r'•'rr'+","i w •/. « r r ryi,".+`; '.M,�'"ri"'r'"'."4^ \ 4'HIGH •�rJ �'• •" 1 `,r 1"Y£lDcDlsfGi P'••' ,,:•; 1 CONCRETE • STORAGE AREA SEE w W / BLOCK ^ 1 •+�3, 'A' ,"i"", ,I{DTE, 7. '�':'I,"r"°. t RETAINMIC W `, �`d� "": q : " ar �, r r ""t�"rT ° :,+ `. ` • r` !t TOP - 2411 •Fr :"a!"' •r�"' `t4"''^ / P SERVICE >. 7Y+,' "'.': •': r': / DOOR t"Y" 4y + '.'rY:'"'Y¢"`++`"•"• "'*`"�rF•+° •`':� : ":r� •'' ' 'r / EXISTING AUTO / I•; ,•./ SERVICE BUILDING / •':Y�%'r`,`F+�°,{"r ,'A J. a "r",'+R. ,•. :tl,T."•',°`,t". FFEn238.27 t 1, "3Lr . 7r ^ .'*`'•' •' `,'F•4; :1"' ` tl 1 11 .. IN h' ^ ARJN©. '•' ::', "'r"'"'/ "'' •"'r r'": x` .`,` +•�"':"'I r'� . I CANOPY ! DC ,`'f,`'+;:.`,•: ''`°•':,"'. I EXISTING SALESa:?ih`�`».`•.'i"'`= ``��+••.e,"`r`,!e:•,•M:♦M••,'; ".y,"''j/ li BUILDING' F.F.E.=238.0f b� \ ' / ' ^• `r'+'^'°'++''Y `'•"+{"•r'ry'` � I I) AC UNIT \ -jPAVEMENTI _ M r I + NEW PAVl MENT L&NT,RIGRADE t 1 ± V 9UBASE & COIMACT i ^ ♦ ` i i ^'w j`` '''.��"VEq,yH((ICLE DISPLAY'&oSTfMAGE'AREA�'x.' t +7VEHICLE DISPLAY LE " " d.'ryi`,' ," L :•" ° •"r•, } ,• { . �. STORAGE AREA rr`•' , 4 .� s} • x -- - ti ---- - t ------ -- -- r_I--r:227.31± I II/irLGa % I RBh2M9 11 SMH 1 NEW; COPPER wATFx � �> 11 -229.17 Ir ! t CB I LINE LOCATM. MAWTAIN A NEW B" CONCAM 1 1-221.08 51A 1-22I.08 A RECORA710M0FRON �G � {I I i 919EWMK CONNECTION SIGNALIZE I INTERSECTION! SEWER SERVILE CONNECIILW I CONTRACTOR TO VERIFY LOCATION & (HART OF EXISTING SEWER SERVICE, AND NOTIFY ENGINEER OF FINDINGS W SEWER CONNECTION TRENCH CUT EXISTING SLAB W SHOWROOM FOR COWECTICN TD RESTROOM (SEE AaaBTEcr PLANS) q CO. LEGEND - LAK""GO" COME._. JJ PROPOSED SHELBURNE ROAD VT 0540J S BURLINGTON, SEWER MAINS AND SERVICES --� TOPOGRAPHIC Ifs CONTOURS PAYED DRIVE OR ROAD GRAVEL DRIVE OR ROAD DUH -2 2J5.2 1 II 1-229.0 PAYED DRIVE OR ROAD WITH CURB -r SEWER CLEANOU7 (CO) LUMINAIRE MB F I 1 VEHICLE DISPLAY & STORAGE r a . • , + + SITE BVFORMATION; t it 1. O'MJER OF RECORD: LEWIS FAMILY PARTNERSHIP, LLP A' r---w---ye _{] I P.O. BOX 4511 BURLINCTON, VERMON7 05408 NEW LAW (SEE DETAIL SHEET 3) 2APPUCAN71. BADGE MOTOR COL / 1 KI/ M./ AUP SOUTH BURLINGTON 6P 0. BOX 466 SOUTH BURLNOTON, KRUONT 05402 3.TAX PARCEL ID: 1540-01307 & 1540-01325 ' _ 4 a �,. 4PHYSICAL ADDRESS OF PROPERTY, 1301 & 1325 SHELBURNE ROAD SPARCEL SIZE: 0.8t ACRES EXISTING (FENCED &ZONING DISTRICT.. COMMERCIAL 'CI -AUTO" 7. PLACEMENT OF VEHICLES WITHIN THE VEHICLE OISPAAY AND STORAGE AREAS ARE CPSO5TUER ! SUBJECT TO AND MUST REMAIN FLEXIBLE FOR EVOLVING MARKETING AND SALES I UB SURVEY NOTES: H� 1. EXISTING CONDITIONS ASR q' THE DATE OF SURVEY TOPOGRAPHIC INFORMATION SHOWN IS I I I I I FORME TOTALPRI STATION. PERFORMED BY TRUDELL BASED ON A FIELD SURVEY USING A UPDATED CONSULTING ENGINEERS W 2002 AND UPDA iEO APRIL 2011. 2VERTICAL DATUM IS ASSUMED. I t COVERAGE: LOT \ PROPOSED AUDIIACURA LOT SIZE 2160M S.F. - 4.96 ACRES I j/ OTNAi,9F.OR161EH R109 i TOTAL COVERAGE 7COX \\ I CITY OF SOUTH BURLINGTON FIRE DEPARTMENT PARCEL LOT SIZE 21469 IF. - 0.50 ACRES / BUILDINGS A565 SF. OR 16.3X / I OTHER 7,470 S.F. OR Mal / TOTAL COVERAGE 50.5X PRge05E0 COMBINED PARCELS \ TOTAL SIZE 2M,,827 S.F. - ACRES C9` 2,(T 53 14.2 OTHERBURLINS 450 S.F. OR 14. OTIRER S.F. OR 1-23A�J� 68.2% TOTAL COVERAGE BB.2X TOTAL' f \ FRONT YARD COVERAGE / \ NEW LARK SHELBURNE ROAD 573X MAX COVERAGE BASED ON PRIOR APPROVAL TOTAL SIZE 24750 S.F. r 0.5 ACRES f I (- DETAIL !IFFY 3) TOTAL IMP, 13.225 S.F. OR 55.7R "-"CI -239.6\ HOLMES ROAD 30.OX MAX COVERAGE 0.25 ACRES TOTAL SIZE 11,000 IF = TOTAL IMP. 2.8/1 S.F. OR 26.4X ESQ START FIJI_ ET95TWG 1 AUTO SALES & SERVICE 2 PER 1000 SF GFA 37.741 SF11000 r 2 - 76 SPACES REQUIRED 2J I+ SLOPE TO A B:1 t �E CUSIYM/ER/EMFLOYEE = 89 SPACES PROVIDED / 1 / \ GENERAL NOTES; �'. GRADING1. L" OF\ SEE ARCHITECT PLANS FOR BUILDING DESIGN. NEW LAWN \ LOAN & SEED 2. SEE DJ FOR LIMITS Or CONSTRUCTION, EROSION & DEIVOUTION. \ 3. SEE ECI FOR EXISTING CONDITIONS. I I It 0. SEE L7 FOR NEW LIfi17ING. SMH I 239.83 1=2a5.05 � ME7`ER`f111LM1TET ON CONC. SLAB __, ( 1 I rji 1V %/ i n/2JD.7 EXISTINTING REMOVE CURSING AROUND S 170RM G QI5S f I I i t-2J1.4 SIDEWALK ISLAND PRIOR TO REGRADING THEN RESET CURB ISI I L SHELBURNE ROAD - US ROUTE 7 RECEIVES A SEP 19 2011 Graphic Scala City of Jo. Bu Ii11gto F Feet 30 0 30 60 90 120 PLAN FOR PERMITTING ONLY - NOT FOR CONSTRUCTM)m CAP STONE PAVEMENT ' •T uY . Y- Q• TRUDELL CONSULTING ENGINEERS KE) 47SM&PA&Road P.O.&WINS 0=1179d331D1151fe1 WMbM Vauna t 05495 IBOZ) 8794m0*0 V;•t ll5 dlEMYKO6 WWW.I®�.mn CONICV A APPROVAL A MMON MXUA N Y APPROVAL S MM]IIi DN wcr 250 51nMas1DM W APPI;r.ANE PNAL APPROVAL SmMQ9ON CONSTRUCTION DIIAWNC a j8 RR WM eo ah�et�+ � Pt�n .�ewtxa m a ypnw a.�iwtl�w.h ee�ima mn.m9. r o.r.weum a..mq. 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I D.".11 D•6e B3 � RMYp16 44, ve Pro)aTt 711b AUDI SOUTH BURLINGTON 1301-1325 Shelbume Road South Burlington, Vf Sheet7ltle Site Plan DTa"Nurn]- 2011018-51 Ext-l- I Profit!'IOWI-w: JMAT Drawn: AEA1NPC Date: 011512011 F.B. 223 Scale: 1' - 30' P90)ect RiaO1rL': 95068 X-Ws 2011018c1, Bench File: 68 App-wed SPI DO 09.17 70 15` SANITARY SEWER /� i' / Iy r - - _,-' // / �2u'N 223"` --• ,,�• .•' N?2DS2 ON EAST SIDE OF /.r •� .� f / Ir.l`-'J. fififi/// �•- -- �_ / / \ \'\ _.2YA..� ..'r..• �,• IOUT.20S, 4 RAILROAD +/- 500' 1 DOWN HOLMES ROAD BENCH MARK 2 .....-----�_- / -. - -_ - _ \\� .-•- TOP NUT HYDRANT SOUTH SIDE HOLMEB ------ -.. "- ,- _ r _ , I_ `- ROA0. EL 100.00 1 1 11 r..• •.--2,5---TTORM-DRA- - __ ~~~ __ _«__ !- \ c pc_� __t__ _____ ________1T_____.--�- - r _ - -- Id" / 1_/_ / t! ''' �•� 217� _- -_ B_WAIER MAIN � _ / rrr I ! I 1 I / I / ! ! ! x , 111 �;.( ' ( ( / I / _°-21B----'--- I 'Ce / /A`` _ I `\•J. \\�rb.�� 1 CIS r ,! /' R-eiaiNIEC BLOCK ! / r BURIED CB =226.37 1-222.27 THE CITY OF SOUTH v SIWtI)1' / BURLINGTON FIRE // DEPARTMENT ,, / 1 I FIRE STATION SLAB EL. F/ 1 1 (r'1 \, •I MAPLE I I _yam --- ------ ..(_ J � 1. •1 MAPLE_ pCP �Xrl _ j r 1, r 1 T ' 11 r^�-- 1125�/6y' •2 CRABAPPLE 1d11111 11\ � I \II itl I TRACK ,,, i a 11 1 =11 CONCRETES.. 1 LOADING DOCK 11 11 5 BURNING BUSH- 6aOR SPRUCE 7 BOXN 2 ROSE 11 1 BURNING B DMH- r=22: i ELEC. METE UNDER G I TRAFFIC MH Mfl CS - Y=225.7B 1-221.08 81 / `y / 4 AN BLOC(( LES / WALL 1 / f AGE UNI �22].5J 1-224777 STAIR TO i / I / 1 ( I I 7AP 1 2' UD---- 1 OMFI 229.18 CB� \c=2I8.26 S FREEMAN MAPLES 1 EXISTING AUTO ` SALES& SERVICE 1 BUILDING F.F.E.=230.Of SERVICE -' ELEC. METER DOOR \ J AUSTRIAN PINE 1� AC UNIT WITH 4 FT HIGH FENCE BIKE RAC( 1T '. YEW 1 CAS SERVICE °� 2 YEWS � — � + -230. MAG- CANOPY "1 li •4-J' ARBORVITAE>fy� •27 YEWS1 r=227.32 STAIRS 130FLUS $EffLEEW- ,Ishii / H-20'I NjNYI4AY SPRUCE j ' JGRAVEL ENPFOYEE6PARKIN, ! / ` "'`�'„'r',•'�[•�S 7-1 R� % // I CO/ ,Pr224.0 / } x`,' ,Q`p°'';1 ,' "`•`x:a' :,•e•' l `' `" � �x`t:b""• \ - ,',"I: *x",• �,'F, ,'{:,'r.','x•°hl'•x','*,",'•.",i*.`�,r +, ' "y!*„•, •.`,`rx',i «",' ,'x^ : \\\ _ I •"rdifM(1!',Q��s�',9!, �1rIRgTOE,TMeI�E � `�'++•`r` � t � "' j �lz /Yr / 1 / 1 1 / k123T CONCRETE OUMPS7ER PAD WITH B' CHAM LNNN FENCE WITH SCREENS 1 / ,YY l�/SAND SERVICE / DOOR �p j SECURITY LIGHTS ,F TYPICAL O DOOR EXISTING EXISTING AUTO SERVICE BUILDING F. F. E.=238.27 • %•`•' :p `l' :, ,`,,`,f : •• .',' ,`," . }" • w 1f,'+ I 2 BARBERRY `i '+ y( ".`°''.'"',`a'°:'':r^,''•:r*• y:'r",•.'•:,',,�`,••,'�`,, g ARBORVITAE , YEW I,'r`,i,° B Q+«6G7'cbR,'MdkNalBA6,xyy��i`t'•' ,j " "• ,'✓'xr``"'a '''Fr Y`F •ry r`•'' 1 CANOPY ,':,^rx ,•r r„",":,r`"r«,•"rx`rr`,•t°F,`rr^`,•xr'/ . "r"^.{i•,«" ;°.",+ ••.` 1 7 BAREDY R-•if r +`„• •. ••'•:" 11 EN LDRHOC h ,,` ` �( ^•`,•Y•`,"•: 2 RHODODENDR ',`•':' • '/+ ``° ' '^ i I EXISTING AUTO • •`I•.° •,`^•�' •` /` • ' :`�",' •' `,•":,• I I SALES BUILDING 4`r'+ �'f',••, ,•' I F.F.E.=238.Ot AC UNI II 1 \ J LOW JUNIPERS 10,SPI�EA , • , , , , �.�' . 3 MEDIUM 9IS�Mir,WB'FVA ,'� t`,•' � � 1 'r : ^',l,+l�+lct,� pL$Pi4�'I"'s` ":' � . 7ze"' F: S'Sg1Rehoe,nRQOq ,',,"y ASS \ 4 ��F��- ______ ,•,,°• _ _ n _ 7 SPIREA`�`r•`:��•, g a • r, �-- - .Eo-'-- � '� 2 LOW JUNIPERS _ "1 ' 6 3PE8EA IA SPIREA - J -S ROSES \ /� NINEBARN SHELBURNE ROAD - US ROUTE 7 5 ITOW IING NOTE: •PLANTS INSTALLED PRIOR TO 2002 C.D. r )1233 LEGEND LAKEWOOD COM-, EXISTING SHELBURNE ROAD - S BURLINGTON, V7. 05403 SEVER MAINS ___________g__________ / - AND SERVICES WATER MAINS • � AND SERVICES PIN I STORM DRAINAGE ----------- 9 •--------- 1 LIQUID PROPANE OR NATURAL GAS ___________p__________ /'ate I �52 OVERHEAD POWER ---------- p„A_________ I-229.0 UNDERGROUND POWER __________ w _________ I� TOPOGRAPHIC - ---_ Ilq-----. 1- 5-25, RED PINES CONTOURS PROPERTY LINE ,..• 's F RIGHT-OF-WAY LINE i UNDERGROUND __________ ,p _________ COMMUNICATIONS/ 1 I FIBER OPTICS j SEWER MANHOLE tN ------- STORM DRAINAGE Ii I MANHOLE - 1 i SEWER CLEANOUT 1 i � �1 CATCH BASIN •• VALVE NN CURB STOP W 'p1 UTILITY POLE __h IAA MTC OR L7 TRANSFORMER EXISTING LUMWAIRE •L: _ 1 FENCED WALL MOUNTED V PSSTER i 1 ENCLOSURE SECURITY LIGHT 1 TREE O I I PLANTING @ MULCH BED �L @ F DISPLAY STORAGE ST(WAGE « Jiii I 1 r r r r • r r j a L `r1 GENERAL NOTES: 1 1. OWNER OF RECORD: LEMS FAMILY PARTNERSHIP, LLP 1 I I !� 2.TAX PARCEL 10: VOLUME 876 PAGE 50 1 J. PHYSICAL ADDRESS OF PROPERTT". 730I @ 1323 1 I 1 SHELBURNE ROAD 4PARCEL SIZE 4.Bt ACRES "CI 17�ri iN &ZONING DISTRICT.• COMMERCIAL -AUTO" 1 \ I SURVEY NOTES, I I I I i j f. THE PURPOSE OF THIS PLAN IS TO DEPICT PERTINENT EXISTING CONDITIONS AS OF THE GATE OF SURVEY. TOPOGRAPHIC IA TOP ON SHOWN A BASED ON A FIELD SURVEY USING A TOPONTOTAL STATION, BY I AND UPDATED CONSULRNG ENCwEERS IN 2002 AND UPDATED I i APRIL 2 APRIL 20, I. CB i 237.53 I 2VER77LAL DATUM IS ASSUMED. 1 1-23493 l REFERENCE PLANS, I; 1 1. PLAT EN777LFD '90UNDARY PLAT, LEWIS FAMILY \\1 I PARTNERSHIP. UP. 13 SHELBURNE ROAD, SOUTH BURLINGTON. VT" DATED 10125196. REVISED 4/27/11, �--L r�23B.6 PREPARED BY iRUDELL CONSULMG ENGINEERS. p\i I�2J UNDEROROUNDIMPROVEMENTS: , JUNIPER •M."A4 THE LOCAPON OF EXISTING UNDERGROUND UTILITIES AND IMPROVEMEN75 SHOWN y 1 ARE ASSUMED BASED ON RESEARCH. UTILITY PLANS PROVIDED BY OTHERS, i I AND/OR SURFACE EVIDENCE AVAILABLE AND WERE OBTAINED IN A MANNER 1 CONSISTENT MTN THE ORDINARY STANDARD OF PROFESSIONAL CARE AND HAVE \ 1 NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE DESIGN ENGINEER. \ 1 DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: Y\ IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO ME SITE THAT IS UNCOVERED OR REVEALED EITHER: (1) IS 1MAPLE OF SUCH A NATURE AS TO ESTABLISH THAT ANY "TECHNICAL DATA" ON W41CH CONTRACTOR RELIED IS MATERIALLY INACCURATE; OR (2) IS OF SUCH A �LVII NATURE AS TO REQUIRE A CHANGE IN ME PLANS / CONTRACT DOCUMENTS; ; OR (3) DIFFERS MATERIALLY FROM THAT SHOWN OR INDICATED IN ME PUNS / SA/H 11 CONTRACT DOCUMEN ' OR 4 IS OF AN UNUSUAL NATURE AND DIFFERS \� f=23305 ORDINARILY ENCOUNTERED AND GENERALLY MATERIALLY FROM INHERENT RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE U ''I1_ I METER CABIr2T ON CONC. SLAB PLANS / CONTRACT DOCUMENTS; THEN CONTRACTOR SHALL, PROMPTLY AFTER ,I BECOMINGAWARE THEREOF AND BEFORE FURTHER DISTURBING ME SUPSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION 11 THEREWITH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH COND17YON �. OR PERFORM ANY WORK IN CONNECTION THEREWITH (EXCEPT AS AFORESAID) 1L_ UNTIL RECEIPT OF WRITTEN ORDER TO DO 50. 'H M1MH D/GSAFE: IN ACCORDANCE WITH YERMONi STATE LAW (USA TITLE JO CHAPTER %AND 2J8 7 EXISTING PSB RULE 3800) ME CONTRACTOR SHALL BE RESPONSIBILITY TO CONTACT f�2Jt.4 SIDEWALK OIGSAFE SYSTEMS, INC. 'DIGSAFE' AT 1-888-344-7233 AT LEAST 48 HOURS, EXCLUDING SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS, BUT NOT MORE MAN 30 DAYS BEFORE COMMENCING EXCAVATION ACTIVITIES, FXCEPT IN AN EMERGENCY THE CONTRACTOR SHALL BE RESPONSIBLE FOR PRE -MARKING ME SITE AND MAINTAINING DESIGNATED MARKINGS FOR MORE INFORMATION ON DIGSAFE REQUIREMENTS SEE Asna- 30 0 RECEIXIFF IS .. City of Su. ;:pus Graphic Scale Feet 30 60 90 120 TRI"iDELL CONSULTING ENGINEERS (ICE) 478 M& Pa& R d P.O. &K 30B (80A 8796331(pllalel N9lloft. Vewzw 05" (BOA 879-00g016x1 VLNLW-ft Web&b Www.TlldeW=x*hW om MNOPTUAL APPROVAL SDAWS90N PAFEIMWAAY APROVAL SIYAU SKM ACT E'JO SUWMLR4UN R APeX.AY2 NUAL A111"VAL SUBMERSIONCONSTRUCTIONWAWWOS Ava.�av w P�bv mr «.•.' e�'.°eM.e« Md .=..'„q:> �.m,.�1w sd� a. P'A+s•e Ixr em•lrve4bn ,n haneM !• 1• ure A m,� �clM NIM1 m,hvol eoamn4 m•cnkofM4 ow,w-/.w TMly �r IH :a a u�i„werarHy re-wem„w'<eEmder 1 M4 w o.,« ,aewM mxe�Ob/ „1 nw ro4x..e, waro«e, wa aaewlse Su6mNNw' mx, Mry r,wlw „Iwx we beq gpreM. N A. I,—. , N �,°I rule• M•w AroMgx =e sapW Mw•I A n a m. u../..wwunr ro .e... ma =Pr .meem. In. mwl B U \R `A V N aN T/ 0 N S O U T H B U L 1 G T y � - Project L"ocatlon NIL D.W. D4b By BaNY0B3 \6�� for I VEq//�//i�i NDCIVT4'�I* %11 ////U/UIIOI HMI I IH��VN\Nr purled"" AUDI SOUTH BURLINGTON 1301-1325 Shelbume Rd. South Burlington, VT Sheet716e Existing Conditions UmwInBNurnber: 2011018-2o FxEesim: I Pmlw--W r: MY DFUNR1: RMPINPC Date: 04/22/2011 F.B. 223 Sole: I' - 30' ProleaTe(eelre: 95066 X-W, Bench FPO: 56 ECI i� 1'O.D. PARCEL TO BE CONVEYED I FLUSH TO CITY OF SO. BURLINGTON I 0.04 ACRE PROPOSED 17a,Da• BOUNDARY LINE SEE NOTE 1t __-D __ N1a'3a•2s I ________________ CB 1 W______ I Z nISRNG LINE_ _ _________.D,___ 1 ao SEE NOTE ii� 4 _ n OI tax map no. 0870-000OJ CITY OF SOUTH a RLINGTON a Id E v. 214 p. 348 cd N ... r. u BUILDING PPAVED ARKING ! y� BOUNDARY PARKING O BOUNDARY LINE j '5-- AREA I I SEE NOTE i1 PARCEL TO BE 170.00' CONVEYED TO LEWIS ,� N1 3D' "E I PARR NC FAMILY PARTNERSHIP 0.03 ACRE ' EXISTING UNE N78_30'25 AREA E I I SEE N07E 11 PAVED IE _ _ ORI a, 1Q O N :N `RETAINING I l WALL 203.55' tax mop no. 0870-00002 N78.55•y5 E 128.11 N18'S6'J PARCEL 1 I I 1.00 ACRE PARCEL 2 ro I I 0.66 ACRE �CI r � WALL IN PAPAVED RKING 3 I� AREA PAVED I 1 c/i PARFA ARKIN0 n MI IMI 94b. BUILOING N R) h J1323 I N I2 tax map no. 1540-01333 10 E. CRANE. TRUSTEE > I f 0.08 ACRE AD" I— 15' R.O.W. v. 63 p. 249 Imap fide 36 163.32• 5163-9•arw L7 'GUY 110.70- POLE JJ S18'59'37.1 SHELBURIV£ ROAD VOX DRIVE LEGEND O REBAR ( TO BE SET ) 0 IRON PIPE ( FOUND ) ■ CONCRETE MONUMENT ( FOUND ) ❑ CONCRETE MONUMENT ( TO BE SET ) (31 REINFORCING BAR ( FOUND ) t� CALCULATED POINT -0- UTILITY POLE --------P------- OVERHEAD UTILITY LINES Ci CURVE DATA TABLE REFERENCE L1 LINE DATA TABLE REFERENCE ------- S-------- SANITARY SFWFR LINE ------- W-------- WATER LINE ------- D-------- STORM DRAIN LINE -- — --G— -- --- GAS LINE tax mop no. 0870-00005 FARRELL DISTRIBUTING CORP. v. 815 pp 72 map elide 176 _ 39� TO��=_N18, 3 O SE ________D ------ 30' EASEMENT}s�n__-Y--"'�- 217 F. 113 T�- PARCEL 4 PAVED Z12 ACRES PARKIG AREA 200.00' iB 34 PARCEL 3 1.11 ACRE BUILDING N Y NI V 2 OBUILDING 11301 PA VED PARKING AREA 199,80' =_J' S78 59_J7 POLE 11 ROUTE 7 Graptdc Scale Feet 40 0 40 BO 120 160 RETAINING WALL PAVED PARKING AREA • tax map no. 1540-01270 T14ELVESEWNTY ASSOCIATES 4" SQUARE UP 1.0' 4" SQUARE DOWN 0.5' TOP BROKEN tax maapp no. 1540-01233 LAKEA& COMMONS CONDOMINIUM ASSOC. Y. 217 p. 115 map slide 267 S SOUTH BURLINGTON CITY CLERK'S OFFICE RECEIVED FOR RECORD A.D. 201_ at O'dook minutes — m and recorded In Map Side Attest: City Clerk DOWN 0,3' ALUM. CAP STATE OF VERMOi VT L.S. F4 I P. HODGE"— UP I. I' NOT TO SCALE LINE BEARING DISTANCE L7 N18.5937E 15.02 L2 S00'1926 E 15.66 L3 NB3.1024 8.69 L4 N83-1028 8.69 L5 S18-30 25 28.19 � � UPDATEPLAT 4127AI SOTRaYuloa.I I D.-,%*- Dab 4 NOTES 11 THIS PUT IS BASED ON DEEDS RESEARCHED IN THE CITY OF SOUTH BURLINGTON LAND RECORDS AND A CLOSED FIELD TRAVERSE CONDUCTED WITH A TOTAL STATION ON 6113190. BEARINGS ARE BASED ON MAGNETIC NORTH TAKEN ALONG A LEG OF THE TRAVERSE. 2) REBARS SET ARE NO. 5 REINFORCING BARS WITH ALUMINUM CAPS STAMPED 'TRUDELL CONSULTING ENGINEERS, LS 488". 3) THESE PARCELS WERE CONVEYED TO LEWIS FAMILY PARTNERSHIP, LLP IN VOLUME 876 PAGE 50 AND SHOWN ON A PLAT ENTITLED "LENS MOTORS", WHICH IS RECORDED IN MAP SLIDE 305. 4) DISTANCES ARE SHOWN TO THE HUNDREDTH OF A FOOT AND BEARINGS ARE SHOWN TO THE SECOND FOR MATHEMATICAL CLOSURE PURPOSES ONLY. 5) AN ATTEMPT HAS BEEN MADE TO IDENTIFY OR DELINEATE EASEMENTS, RIGHTS OF WAY. LEASE LANDS. ENCROACHMENTS, ETC. OBSERVED IN THE FIELD OR READILY FOUND IN THE LAND RECORDS. ADDITIONAL ENCUMBRANCES MAY EXIST WHICH ARE NOT SHOWN ON THIS PLAT. 6) UNDERGROUND UTILITY LINES SHOWN ARE BASED ON ABOVE GROUND STRUCTURES AND PLANS OF RECORD. ACTUAL LOCATION OF UNDERGROUND LINES MAY VARY. 7) THIS LAND IS SUBJECT TO AN EASEMENT TO VERMONT GAS SYSTEMS, INC. WHICH IS RECORDED IN VOLUME 331 PAGE 274. THIS LAND IS SUBJECT TO AN EASEMENT TO GREEN MOUNTAIN POWER CORP. AS DESCRIBED IN VOLUME 560 PACE 573. 8) A PORTION OF THIS LAND MAY BE GLEBE LAND. 9) THIS LAND BEMFITS FROM AN EASEMENT AND RIGHT OF WAY ACROSS THE LANDS OF LAKEWOOD COMMONS CONDOMINIUM ASSOCIA17ON AS DESCRIBED IN VOLUME 217 PAGE 271. 10) A PORTION OF ROUTE 7 WAS CONVEYED TO THE STATE OF VERMONT FROM ALEXANDER LEWIS AS DESCRIBED IN VOLUME 409 PACE 86 AND SHOWN ON PLANS OF THE VERMONT AGENCY OF TRANSPORTATION HIGHWAY PROJECT NH EGC FEGC 019-4(19). HOLMES ROAD WAS CONVEYED TO THE CITY OF SOUTH BURLINGTON IN VOLUME 91 PAGE 217. 11) THE PROPOSED BOUNDARY LINES SHOWN ARE BASED ON A BOUNDARY LINE ADJUSTMENT APPROVED BY THE CITY OF SOUTH BURLINGTON PLANNING COMMISSION ON DECEMBER 10, 1998 AND SHOWN ON A PLAT RECORDED IN MAP SLIDE 305. ��01 IIIlV, h! SCOTT � AYLOR s * NO. 4136 4W21MNA1111111NN RECEIVED SEP 19 Nil City of SO. Sudingtorn Boundary Plat a1aY tH MMr 20„DiB-40 LEWIS FAMILY PARTNERSHIP, LLP � WW arawm S07 1301 & 1325 Shelburne Road South South Burlington, Vt. mt. 10/25A6 SoMM 7-40' TRUDELL CONSULTING ENGINEERS (TCE) ndd 5.k 254 DkkJOBS95 6B 478 Blob P.h Road P. 0 sox 30111 W61.WM Vaneont 05M (Rox) e7MM App—" •r ----------------------- -- -- w-- '--- --- " 11 � m —T_ 1 b m a• na m ne e• a• m ae a. m m m a° ° • m ee nr n, a, ° ° ae a a, L A• a, _ � 4o aO va `'bo at 4° 90 ar nil nO ar n 9r °i e L L ' ar . e • as � a° 90 m a• r ar as a.Up�..B__ _a,. UP— n___ __ —__ _AL_taB m � ar � n a r •' • e° m ao t m nr _ w e-r.--.._._. m e. °e �a n• 1p ae m � tl m Iln, nr ! nr � ki tl, as Np � n x i5 k ae i ° nr I a r a a• na a a+ n,_ _ .�_..y�... �,1 tl W W1A a°'' k! k• °i n, x , so a, . a i 4 I� m ,1 I 1 ar L er n __?} ea '°'. he 11 k• ' 4 xe a • I^2 e ., ai ni a,e B Is I ad1:B ai•• n e n n '�, A n° .e .._R, �-.. a n° xu+ n' 4e a• n Q,m• 4 e. a, ° a• as a. m a, , a �, � . • n. e: a. n. . ke a. e ar ar ,• Aa a a a. ar n, s. v a. a.e ' a °e a, e, •a ae n I __— __ .. �.a a� a• , a• 2 a• - n• a, ar e, tle a., e, a• a. tl a. a, I a. � a• q,__ ' I • �i., ee ee k, ° a. a, a. e, 1 a, n, � In � v , a, • f n, ar n. ° e° a° n, ne v er I 1 n. e ` 7^ ° ', n -�- d tl, b d 1 tl. a• „ .. ,. k, as -,�//� a, �u a 1 ;+hv6•, n n1 •,��.._ `JJ a, a ae nee , tl. a ,.. �e ,.. n ea a, v -�. , ° n e° I E E a, a, a ,..x arxw n x. k? e. „ % ° E �__ ° e, a ao ne a as .• A. o ke ee ee n `� I 1 }! 11 !, _*—' na,L xr ,.a ,. a Ae ° k, L •' n, T i{. " a• A°' ae a ° x. K° n. ,� ' e• a, tla SERVICE BUILDING .4 1 x F.F.E.=238.27 � EXISTING AUTO SERVICE BUILDING n, °i a' „ "' e• A a'° n. °i eip a F.F.E.-230.0* E PROPOB4D PORNnr a'', �3= ,.• ee REILOCATEy' 1 , ODL1Tmv LI HT. P '+. n• e, n. ar i n. r 1 I ,. 1074 IF. T'1 1 PROPOSED 'V:If: as a' n.. a• ,., n., i ae n ° ° a. 'yj `L 1 EXISTING SALES 1 I�r ERPAIiSM ." as ao ke a. 1„a ee 11 �O AP. e. 4."L^y.. T ne BUILDING d • ,. i[.� :: � a, a a C�NST s11C11W a °+ V i a, ae e.. F.F.E.=238.0f ICI I � 1 r. a, a. " ,. ,. � �. a, k se a I . • k, `il '1`� t,l` r � a. r, r —A• —6r — --ae — -- �r _ — `•�I �'r J NO 1 1� 1 {{1 ae a. e• n� x. I F er �. ``i.li I,V , a. n, Bra 4r FOOTCANDLE ISOBARS 0.10 k-.... a3 B0 1.0 k 2.0fc 3.0k HUMS, CHANGESTO THE UGM17NG PLAN FROM EXISTING CONDITIONS INCLUDE: • RELOCA77ON OF ONE POLE BASE WITH DOUBLE-NOUNT FIXTURE ADDITION OF PORTE. WHERE WITH INTERNAL RECESSED LIGHTING NO OTHER NEW EXTERIOR UGH7ING IS PROPOSED. SHELBURNE ROAD - US ROUTE 7 EXJS17IG SEWER MAWS AND SERVICES WATER MAINS AND SERVICES STORM DRAINAGE ___________ I -_________ LIQUID PROPANE ___________4__________ OR NATURAL GAS OVERHEAD POWER -------------------- UNDERGROUND POWER __________ Vp --------- TOPOGRAPHIC CONTOURS PROPERTY LINE -- RIGHT-OF-WAY LINE UNDERGROUND ---------- ,e .---_____ COMMUNICATIONS/ FIBER OPTICS SEWER MANHOLE STORM DRAINAGE MANHOLE _ SEWER CLEANOUT CATCH BASIN [] VALVE w CURB STOP k UTILITY POLE *T MTC OR C TRANSFORMER LUMWAIRE a{; WALL MOUNTED :E SECURITY LIGHT TREE PLANTING & MULCH BED RECEIVED SEP 19 2011 City of So. Burlington STAn/S7XS DESCRIPTION SYMBOL AVG MAX MIN MAX/MIN AK/MIN OVERALL } 2.1 FC 14.1 FC 0.0 FC N / A N / A PARKING AREA x 2.6 FC 14.1 FC 0.1 FC t41Ll 26:1 LUMMME SCHEDULE SYMBOL LABEL OrY CATALOG NUMBER DESCRIPTION LAMP MOUNT HEIGHT STATUS A B CTM-FT-40D-SMHR-F LS CITATION AREA MEDIUM FLAT LENS 40OW MH 26 FT EXISTING If B 4 CTM-FT-400-SMHR-F LSI CITATION AREA MEDIUM FLAT LENS 40OW MH 30 FT EXISTING C LSI CITATION AREA 1 CTM-Fr-400-SMHR-F MEDIUM FLAT LENS 40OW MH 24 FT EXISTING D 1 CTM-FT-400-SMHR-F LSI CITATION AREA MEDIUM FLAT LENS 40OW MH 30 FT RELOCATED '4r E 5 PTWS-FT-70MH EXISTING WALLPACK 70W MH 12 FT EXISTING F 4 U7SWHSOEB-CL PRESCOUTE UTE'RAME SOW MH B' LENSED OOWNUGHT 12 FT PROPOSED Graphic Scale Feet 20 0 20 40 60 BO TRUDELL CONSULTING ENGINEERS (fCE) 47811Ietr Pa11t30d P.0.11CN308 (801)879-6.i31�lfalel William Vahan N 05495 WZ 8794060" VW TB ee 1M Wet at .TmxWxrlwBNgme >� rule Au smloe lea „a eoret a COIIRPNAL A"ROVAL "IMIS90N 2RILBAR [Y APPROVAL SIYAVS90N ACT L' O MA.UssRTt1 a APPIKAN2 IQIAL APPROVAL 9lM090N CANSTWIICTION DILAW ��w+:°I�awee ror t.ae.e p+MmmYgwrmp rop�1Mi°q uMtlp we oPP,°Wry curl�wtn,. • °• erarm,• ar aan•w°6•n emrMp•. :. anM,a Prwe-.e n. awMretMa en me.�e.e M a uwe m wry^^nctkn NM wnlrat eeormm4� � Ebn4 o°nr/ °ntrxly _ w�tlle ip6a ie�yne m M. °°met uan� I� � ttn�mv ceaWr, fm7 e•.rw.� p aY uw w Mw• e„•Mr I•r em•M.1M el N• a°eAc4 ow as °.n.m tlwt (n.M•� w ..ww.a wwnwe, we w<wt.e u w ° ym �•tb°i wemiewva 'ma Mo,owr W°rnNN•ri me• wwaw. MnM°rod b N Fn I ••ne• hN° tlraMp we ewlw M•rwl mar ear e: mea. � n• uom °'wai1y' °i'°'° m m. swmw 4. W a M�U•w'• ,•ww,MYty M wevn MI• cwY c°nMM• M• mwT B U NP 01 N T O N S O U T H B U L I G T Pr'j"t LOC&OFF Na Dnalptlen ate B,• BSWYdIa TOF I VERq.Y��i y.L'I' ,Iy M. ly o'Vy Yii NO 77Be 'ArrArg" ..µ... `e Project r'" AUDI SOUTH BURLINGTON 1301-1325 Shelburne Road South Burlington, VT SNeetTltle Lighting Plan E -MM N—ber • 2011018-53 bdarAae: I Roledm nmer. AM Dawn, AAL Date: o6/09/2071 F.B. 223 3c"M T" - 20' project aYaance; 95068 X4W# 201101&1n Berch FRO: 68 App--d Ll BITUMINOUS PAVEMENT 1"R j` CONCRETE •' JCRER CLASS B COONOR 7" REVEAL d: 1 3' 9� p ..9 J olATT- O '� MIRAFl 300X FlL1ER FABRIC E 1 CONCRETE CURB DETAIL 11 O O 20 RAM 1l d J TUN ,1t 1 ( I 1 18 TMO 117 T (TRANSPLANTEC) ,I I� -------- ----------- ____ , Ill xl O 1 0 SAW CUT EXISTING PAVEMENT 4" BINMNOUS PAVEMENT WEARING COURSE BASE COURSE CRASHED GRAVEL �Y pe O-13' CRA4£L BASE oY`\� okpo 0 -I fl I III III-111—I I Aw• —I 1 8" SAND BORROW AND CUSHION -II I —I I I —I I I —I I I —I I I I IF NECESSARYl.lT BADRFlLL SAME MA IVEEMAL AS REMOVED III —III— —f I —III ITT ITT ICI ITT IIITT IN BB NOR: MATCH EXISTINC MATERIALS IF GREATER THAN SPECIFIED MATERIALS. r/Z-'� PAVEMENT CUT L16i REN4D OX J L-PSOrS EXISTING PLANT (TYPICAL) PLANT LIST I (REFER TO ECT FOR DETAIL) 1 #----- --. KEY SCIENT111C NAME CONMONNAN -AN 412E CORM JHPC Jupn'pmre n*rzonl, le C om P, z l A*d00* J, WI 10 2g,1. CONT. •r PH 1.nue nIPr,C* P I® AV,1AA* Pin® aMN TMO T**.*meal* Dene, Yew 11 18•-24' CONT. k.,*,ITprl*le TON Tnule wcNenNlb nlpr, Derl Am,Npan MborvlM, 1S 4'-6' BAB y IYpWII I _ R,***Na PI.* PI LTI 8 Bone„ Bplr.e 0 Id"-24- TRANSPLANT T Tezue meal. Yaw 11 182, TRANSPLANT N,wIY M,Nll.a P.,.I. TON Tn*l,*pztl--nIp D,rn A. —IL, ArOervll„ 20 d INSTALLED t LANDSCAPING PLAN PRQWOSED - ERPANSIOMS k SHELBURNE ROAD - US ROUTE 7 1 "=30' SPECFlCARONS: 1/2- EXPANSION/CONTRACRON JOINT WITH ASPHALT IMPREGNATED FIBER BOARD FILLER EVERY 50 FEET. SCORED OR TOOLED JOINT (1" DEPTH OR 1/3 THE TOTAL DEPTH OF WALK) WITH A SEPARATOR DISTANCE FOUAL TO THE MOTH OF THE SIDEWALK. FULL -BREAK OR COMPLETE JOINT EVERY 20 FEET. INCREASE CCNCIIETE THICKNESS TO S' WHEN SIDEWALK CROSSES A ORWEWAY. NOTE: DISTANCES ARE TYPICAL AND MAY BE ALTERED FOR SPECMIC SITE CONDITIONS 3' 1f11LY( CONCRETE HEAR COURSE (4000 PBU I d MINIMUM 11 GRAVEL BASE 3 TYPICAL CONCRETE SIDEWALK ySl.•• fir.. yr. •N��': •'�� •N�'e' :t, .off . .� 04 . L• . "C r N •ay •mry •iN ••�•iM • er,• THICKNESS (INCHES) ROADS PARKING LOTS PRIVATE DRIKWAYS RESIOElf— COMMERCIAL RESIDENTIAL COMMERCIAL A B 2-1/2 J 2 2 1/2 N/A C 8 8 6 6 1 D rz Te Tz Te Iz E B 8 6 6 S PLASTIC SLEEVE OVER B• NSCCHEE.DULE 40 POST - GROUT SOLID SECURE PLAS7C SLEEVE TO STEEL POST. CONCRETE WASH PAVEMENT AGGREGATE BABE 1' R. V-0' DIA. CONCRETE F0017NG 4 BOLLARD I. SUBBASE, SAND QTSH - AND JTJB-- -- MC CONSTRUCTED AND COMPACTED TO THE DIMENSIONS SHOWN W ACCORDANCE WITH VERMONT AGENCY a TRANSPORTATION SPEOFlG TONS. STANDARD A-] WHERE MORE STRINGENT LOCAL ORDINANCES HAVE BEEN ADOPTED RELATIVE TO ROAD OIMENSIONS AND CONSTRUCTION, THEY SHOULD GOVERN. 2 COMPACT ALL SUBBASE MATERIALS TO 9SX MAXIMUM DENSITY (STANDARD PROCTOR). .S IF GROUNDWATER Or SOFT SPOTS ARE ENCOUNTERED CONTACT THE ENGINEER TO DISCUSS ADDED MEASURES SUCH AB UNDERMAIN, SLOPE SUBBASE TO UNDERDRAW LOW POINTS 6 BnumnvOUS PAVEMENT Y019 1BUDFJa COIBASNG ENMNEFFs UST RENSTD 04/09/201f L-RSSTM NOTES: • STAKE ONLY N EXTREMELY WINDY CONDITIONS AS APPROVED BY LANDSCAPE MWITECT • IF KNOWN. PUNT THIN `�/NI��BARRED TREES WITH �T•�ET NE SAME SUN BR(ITyNNVCN�IJL�.(, `' ORIENTATON OR WRAP NTN YMNE � POLYPROPYLENE WRAP ,Q.1 "W� • BURLAP: U� LOOSEN. CUT• B REMOVE NATURAL BURLAP FROM TOP 1/1 OF WE REP BALL. OYA� �'�y�I�`nX�,I REMOVE SYNTHETIC BURLAP (0 WW - (Al'^Y •CUT AWAY BOTTOM RINGS PARTIALLY BACKRLL THEN REMOVE PONAWING WIRE. ` PUNT TREE TO EXPOSE ROOT FLARE. MAIN ORDER ROOT. AND IN SAME MEN TA PON AS TREE WAS OR0IWL DO NOT PLANT TOO DEEP 2' DIA. • 3' LAYER SHREDDED SARI( MULCH RING MULCH (i0 BE APPROVED BY R PER PE E NEED CT) B' CLEARANCE OVER PER E NEED FMRIG OU NOi NEXT TD HIVE 11tUNK� SLOPE IDiWNO TO DRAIN — 4' SAUCER RIM 010 TREE PIT ONLY AS _ - DEEP AS ROOT BALL II—II�III—II T —II—III-T�11 T' EXAviFDMATERIAL.R SOIL IS PREDOIAINAMY CLAY OR GRAVEL INCORPORATE PLANT PIT WO TH ORGANIC MATERIAL AS 3X BALL DNA. DIRECTED AMC APPROVED BY LANDSCAPE 7 TREE PLANTING DETAIL ARCHITECT 20T0 WLOFLL COIISU.INC EN --A UST FENSFD OB/1J/TI L-IIlOHNB 3" LATER SHREDDED BARN MULCH (TO BE APPROVED BY LANDSCAPE q "t9 � © AWCHDECTJ DYER PERMEABLE WEED FABRIC DO NOT PUCE LYOSE TO W m MAN STEM. 3' SAUCER ISM BACKFILL WITH EXCAVATED r➢- � - j �J,l— MATERIAL IF SOIL IS PREDOMINATELY CLAY OR GRAVEL = NGORPORATE ORGANIC MATEMAL AS DIRECTED AND APPROVED BY UNGwA,F ARCHITECT PLANT PIT WIDTH JX NOTES' BALL DIA,MO •PUNT SHRUB AT SAME DEPTH AT WHICH SHRUB HAD PREVIOUSLY GROWN 9.00SEN, CUT tr REMOVE BURLAP FROId TOP I/3 OF ROOT BALL —WOOD BARK MULCH AND WEED SARMER FABRIC TO BE CONINUMS WEN USED IN BEDS. BALL AND BURLAP SHRUB 001 CON6YILTtNC ENpNFt'Fs to/u L-W XTW SEP 19 2011 City of So. Burlington TRUDELL CONSULTING ENGINEERS (I•CE) 478 SO PaALRDad BOX xm 1NSMOmr 1MMrx" mB "ml fY� MAfO AY N4MA IR TIN WIMIOY OF CONQYNAL APPROVAL "MomPRRMAIWARY APPROv- SIOd1SOlON ACT 2B0 ISM ..MOST Sum APPROVAL SA•Mr90N t OHOF r1CTmN WJLWBW� 11NY an not NInaM ee MM b„xp. wn�eum an,YIW i E Or,•n,T prmm.a Nr owNMptbn m xMaM Iv A. emAwetbn .Nn eenMet Ybwmamx4�peMcalMf �t eenr%mf� W A.. eeM bur pre/eet. it «rw, an a-M eY,B I BY AL m aei f.,INnN ler emelrvME%nW'o.M oNN. rmr..*M Mot OI•/.n•/ nw r.K.na wP"..a. ma m.wlea Nbmbtlm� in. 'se•x0. I ,. eaM']V,M ANveM me. Nn zeWn Mt ee m1 b- od •ePr*M. IwnenM�.1— Men o-eM*v. -1 y Ir 6e mm. C.L A. e m m xa A. Der* .—AWWr n TIP*. Mr. *ror TmMx. M. move NO. DmalpluL Defie By yAPS�M\111u11w ��'L'/,i NO�IVILJ7 L QT6fl �� PIG)w r," AUDI SOUTH BURLINGTON 1301-1325 Shelburne Rd. South Burlington, VP Site & Landscape Details Dmwing Numbs: 2011018-71 ExtenSIM: 00 F-Jaa—geri..— JMu DTMwD: NPC DNS- 09 111T..,-_ SCRI•H SHOWN Apw—W DI ' III Iu,I ILI du Iw„erJl� �)' ' Milli �0��%a Illl_III "IIII „ IIII�III�IIIC1'% '% '% 'G III= II �IIIII_IAMIill /IIII Luigi��:� :S a��o0 �0!III0 n A n—nn 4••�.Ne..R{ IIII— ...mot IIII —IIII Mill: I IIIIIII II _ _ IIII —:.e IIII-1 , � •' •• • =-IIII GRADE AT P..1 SLOPE WHEN DEPTH EXCEEDS S' BACNFlLL FREE Cf OROAHIC OR FROZEN MAH AL. COMPACTED TO 9BR DENSITY STANDARD PROCTOR UNDER ROADS OR PAVED SURFACES, AND 9OE DENSTY ELSEWHERE. Y MOD INSW.ADM IF MINIMUM COVER CANNOT BE MAINTAINED. WIRAL 12' OF SELECT BACKFILL FREE OF ORGANIC OR FROZEN MAB L COMPACTED TO 9.54E DENS' STANDRD PROCTOR. B' PVC OR 35 SEWER MAIN 0I7) TYPICAL SEWER TRENCH v. - I'-D' zmI TmWDEu cav9xnxc rDGxfws s-mouu 2' . 2' CONCRETE PAD W GRASSED AREAS WATER SERNCE SEWER CROSSNGS SEBERS CROSSINO WATER MANS SHALL BE LND BENEATH ME WATER MAIN WITH AT LEAST 18 INCHES VERTICAL CLEARANCE BETWEEN THE 2 COURSES BITUMNOUS PAVEMENT _ I f CUiSDE OF THE SEWER AND ME OUTSIDE OF THE WATER MAN. WHEN ' • AY, iY, tp. CRUSHER RUN lRWAVEL IT _ AIN THE — �- 1B•SVERMAALL SEPRATONE TO TOR WERE - _ WHE SEWER MUST BE LAW ROVE ME / WATER MAIN: 11��yyJ� P ,.,�yyl� BRK RUN MA- r T^+'�o t) THE CROSSNG SHALL BE ARRANGED S LENGTHOF OF SEWTHE ONE FULL TOR `t'd{.`/C' �+, CENTERED ABOVE OR BE SHE fil Is CENTTHATERED ITER LINE MM SEWER NR AS IIII AS POSSIBLE FROM WATER III 2CONSTERSEWER PT BE MIN. UCh TOWATERMAN _ STANDARCS FLW A MINIMUM DISTANCE OTHER 9OF OF THE MI CAST XTQV VALVE BOX aS$IFic OF A TOTAL OF THREE PIPE IIII - LENGTHS, WNWCHEVER IS GREARR; -III L— ERASADTO ATUW 4' PLC SM 33 RISER STANDARDS MUST BE —T III-_ PRESSURE TESTED TO MAINTAIN SO PS HONE BACKFELED SEWER SERWCE MENCH 4' PYC OR J6 45' ELBOW PRIR1IM O BACKFlLUNG BETOND T—Tjj I I- FOOT ABOVE ME PPE TO ASSURE —I WATER VGNMESS; P1C SOR >3 43' W,E _ _ _ _ _ WATER MAIN CROSSES PYC SEWER SERVICE (REFER r0 S1E PLR) =III==III==III= SUPER A SEWER, ADEQUATE SIRUCNRAL U ERA S SUPPORT SHALL BE PROM00 FOR ME SEVER SERNCE SEWER TO PREVENT DAMAGE TO ME WATER MAIN. s \ TYPICAL SEWER CLEANOUT WATER / SEWER CROSSING 1" 1' 0' usr WFMsso oI TYWo RECEIVE SEP 19 2011 City of So. Burlington TRUDELL CONSULTING ENGINEERS RICE) 4MN*P9kP W 11==vmhm0e1TMB1!05" AMA HP9-63Sl 9d 11AN AV YtAY la M TIYO� 01 110O M APMOVAI AYA9 M MWMMARY APPROVAL SIBIBBApON ACT EED S,aMaS10N T APMOIVA SUMNINS ON CONBMIIC1im OAWBIO pp��oo�uMpp�a prepersl M mbmnfd m Mlmeae W PIAnMmY AldnMp W�wd'nWim .MY olnr plMw ufMnw me vppeNn9 ouMMHen P. DrarM1rpa RWd.tl M cowfrvctbn en Wbidatl to bs uaa! H aT.� �Huaea eil.a.e.ed:a..eadrap(T s •r° p11 to Ma W,anbm el Tmtldl EanauMbp FnWness (T 7 Oak O��nmaam..1 d (bs/sn l nw nXnna 6 ta�pprvred md— All- 1-1-0— DIIEe By RO9YIdT9 APSE \OF I Vfp"/�A�l� i pplyt NOCINLaT P(oJeCf Mlle AUDI SOUTH BURLINGtON 1301-1325 Shelbume Rd. South Burlington, VT SheoMde Water and Sewer Details DTAw10g Nurdw; 2011018-72 E.xbmmlDIL: 00 P-1--t --mw - AN Dnp ' NPC Date: 09114/11 SOLO, SHOWN FOR PAYED SURFACES € FOR GRASSED AREAS �0\w� lQW�!!`�•lQe�lA11AvAQe�!!V X.• i iii li ➢ A �1,� Y ��`� /1qq I.Ile=1111�111:� 1�;I�A��`� � p IIII_Illl—IIImI�� 4 5 II�III•�/ Ill@% �; "•�• � !d milli Ill�l . �Il�lllir�. , GRAM AT Z. 1 SLOPE WHEN DEPTH EXCEEDS 5 BACXFXL FREE OF MOANIC OR FROZEN MATERIAL. COMPACTED TO — DENS TT STANDARD PROCTOR UNDER ROADS OR PAYED SURFACES• AND PDX DENSITY ELSEVMERE. 2RIGID INSULATION IF MINIMUM COY£R CANNOT ME MAINTAINED. 8• PVC SDR 35 SEWER MAIN TYPICAL SEWER TRENCH sp• . r-0• mfr moaai mvsxTTNc warsms _ s-1Ros2u 1aNl TOP OF GRADE II=�jy��%IIIDEEPER THAN 5 FEET m=��y\S Y�9v.N1APPROWD BACIVILL TO BE FREE 11=��%�Op�lllFROZEN SOIL, FIU TO HE iloU��!� y�all �y —G alSAND Till®111®All�llllsll TYPICAL WATER SERWCE TRENCH 2' . 2' CONCRETE PAD IN GRASSED AREAS SEWER n 2 COURSES 8NUMMOUS PAVEMENT II III.. �' • •��((�B(`,`///�`_trtrtr,((��(''�� .'. CRUSHER RUN DRAWL _ . RANI( RUN GFAYFJ -CAST IRM VALVE BOX 4• PVC SDR 55 RISER BACRFILLED SEVER SERNCE TRENCH 4• PVC MR 55 45' ELBOW PYL' SOR _ 45• WIE PVC SEWER SERNCE (REFER In SITE PLAN) y TYPICAL SEWER CLEANOUT s-1Rwes WATER SERNCE CROSSINGS: SEWERS CWATER MEAT MAINS SHALL BE LAID WBENFi11THE WATER MAIN N1M AT LEAST YERDCAL CLEARANCE BETWEEN NE OUTSIDE OFTHANDE SEVER AND WE WTSDE OF THE WATER MAIN. IMIEN TE I— ALL—RATONOR WERE III— 1.ISYERVCB THE $EWEH MUST BE LAID AB- IHE j WATEF MAIN: i) MF CROSSING SHAH. BE ARRANGED 50 THAT ONE FULL LENGM lM SEWER -I S CENTERED ABOW UP WATER NBELOW E WITH SEWER JOINTE AS FAR AS P—Vf FROM WATER JOINTS: BE ME SEWER PWA1FFTMAIN IIII IIIII MIN CONSTRULiEO i0 STANDARDS FOR A MINIMUM —TANCE — F NE CROSSINGM A TOTAL OF20 FEET EIMER SIDE MREE PIPE —III r LEN—,, 'MMCHEI— IS GREATER; - III \ III 5) ME SECT- CONSTRUCTED TO — WATER MAIN STANDARDS MUST BE I_ IIII PRESSURE TESTED TO MAINTAIN 50 PS FOR NUTES MT-IOUr ME (IIII RIM TO BACI(FlLII G BEYOND FOOT ABME ME PIPE TO ASSURE IIIII WATER DOHMESS, — _ IIIIIIII— —III—III III— —IIIF 4) WERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROMDED FOR ME SEWER SEFNCE SEWER M PREVENT DAMAGE TO THE WATER MAIN. 8 WATER / SEWER CROSSING I"= V D' rD muoEu cwsw.nwc ENdN¢vs usr REMffD DI T o sWR-oess 1VF SEP 19 2 City of S0. BudinL, TRUDELL CONSULTING ENGINEERS (TCE) 4'ffiX*P6&?AW Bm13S WffiWbM Ve nfaM 05M mm 8 -ml MN NAIM m ARIINI M M -e Q. CCIN7PNAL "MOYAL "MOO" MILIM MRY APPROVAL WAMM I IN A= 2Dr1 ABIM6im PBMLL APPROVAL XMIAN M COM IMIE7pN DRAWDM 1. Ma,,��xv�s MnttTM are Nlm� W pMAnhw N orexNM.N.I�i qw �vylmw uwtbr, Nrq avl�ialfl�w. e rh•Y v+ net xlmad v MN anrYp• w men•h�veflen bo.He. s. Mn.xee wrow.a a �w�.wotn., w. xlwam m b...m x eenyneel-n .I1n evvemef e� pe�TwMeat� � enr/ememele• p m wie Mr VmPat MiJ= ab ew.e Lluy w�i w b• •r w ehl to M• aNrnnan M TrvMM eenaWthB Enynax• (Its bpon 0BY vw of Msn dwM W Tor om•4vatlm el N• jwf. M• 0 bov�hir�mMot �v/sV•) hv. nNexvl opprored ma vayl•a SmMNm onw �n�ev�ba• em.'a.M "M APWowI A. mm ww rt e oa�O fM� r Ir b• D. by tM �e1 Me Uew'� nepw•bMty fv wrm MI• apY ew. M• mo.l —„ DNS ey }; NO. 7637CIML Pf0)lCtnM! AUDI SOUTH BURLINGi'ON 1301-1325 Shelbume Rd. South Burlington, VT Water and Sewer Details irWNAlWNUnAW: 20110/8-72 FshermAan: 00 P-0-1 JMM Dn 5 NPC DRPR a 09/14/1T Stale. SHOWN APWa'W B c 39V NEW nETAL S101N6 1 A301 20'-1o1R° I I 4 /—I NEW SERVICE CANOPY 1 iuviu ExisnNc wiurows 6 44 71/4" VA MEN IN VA ll .E ELEVATION -NORTH ' 1/8" = 1'-0" 3 ELEVATION - SOUTH 1/8 — 1 0 49-0' 22'-0' 2T-1' 34'-91/4' 1 2 1EWMETAL111INI TY1 A3o1 / NEWSERNCE CANOPY — — — — —NEw scNACE, rvP— — L SHOWROOM PAfI0.NLl n osou A U m Bro o r I I I _2ND FLO...__--.0� I I ---- - 1ST FLOOR P� FxbrIN6 WINOOWSTO D' 0' M _.._ REMAIN LOADING 101K_L'1 — — — — — — New cuss marAw wau — — — — DELEVATION - EAST 1 /8 1 0 2 13 14 5 SHOWROOM,I —ROC ` ._ � ate\ 1 1.' \ ea mewsmil amssssIa �liv ..' ' ` -- 1 LOADING DO \ true culllns W 0 R K P L A :Le E" 209 BATTERY STREET BURLINGTON, VERMONT 05401 USA Phcne 802.6 58.2 77 5 800.227.1076 ARCHITECTURE I INTERIOR DESIGN M TRUEXCULLINS.COM STRUCTURAL Artisan Enggineering, PC q 10 Robin- 3 , Charlotte, VT 05445 -42 MECHANICAL DuBois & qng Inc., 8028 641 d,WiIllston, VT 05401 B No. Description Date PROGRESS SET NOT FOR CONSTRUCTION 14 SEPTEMBER 2011 RECEIVED SEP 19 2011 City of So. Burlington S. Burlington Audi I VW Building Renovations ELEVATIONS - EXTERIOR Pmj. camber: A2009080 oae.: 22 August 2011 Dawn by: Author Cb.rl•d by: Checker Pmjut Phase: Deisgn Development A201 / r 0 sATITGu`r '- I PAZANT I' TI WATER SERVICE - 1 TO BE REMOM PAVED PARKING - TO BE REMOND ', 11 RD/01E 11 i�'1'- 4 RET.00ARD -SILT F2RCE J)SaT FENCE SHALL BE INSPECTED WP.E%LY. AND AFTER [[IIWWRAFT SILT FENCE, GOO APPROVED EACH SIGNIFICANT PRECIPITATION EVENT. EOVAL MAY BE SUBSTITUTED.) MAINTENANCE SMALL BE PERFORMED AS,NEEDED, AND SEDIMENT SHALL BE REMOVED WHEN 'BULGES' 'p FILTER FABRIC, OR WOVEN WIRE FABRIC DEVELOP INTHE SILT FENCE. —WOODEN OR METAL STAKE 4)BROKEN STAKES SHALL BE REPLACED PROMPTLY. (WAX 10' GC.) KEY FABRIC INTO MOUNT (MN. B') FLOW LONSM 1. n-IN-P of .tl11 FFN(Y n I)FENCE POST SHALL BE ORILEN 10 FEET MAXNUM ON CENTER: POSTS SMALL SE GRAVEN MINIMUM 24' BELOW GRADE. FENCE SHALL BE POSITIONED AS SHOWN, _ PARAUEL TO THE GROUND CONTOURS. 2)TRENCH SHALL RE EXCAVATED MINIMUM 8 INCHES DEEP ON UPSTREAM SIX OF FENCE UNE J)WOVEN WIRE FABRIC (14 GA., a INCM MAX. MESH CGNSiRUCTION SPECIFICATIONS FCR SILT iENCE OPENING) SHALL BE STAPLED OR FASTENED SECURELY WITH WIRE TIES TO UPSTREAM SIDE GOFENCE POSTS. SILT FENCE SHALL OF EITHER PRE -FABRICATED WOVEN WOOF FABRIC SMALL EXTEND MINIMUM M EROSION CONTROL FENCE (MNAFI SLLT FENCE, INCHES ABOVE GRADE. OR EQUAL), OR CONSiRUCTEo-IN-PLACE, 4)FATER FABRIC SHALL BE FASTENED SECURELY ON AS SPECIFIED MOURN. UPSTREAM SIDE OF WOVEN CURE FABRIC WM CURE �� 18 DES SPACED EVERY 24 INCHES, AT TOP AND M)- I) FENCE SHALL BE INSTALLEO 1ARAUi1 TO GROUND FABRICSMALLBE PLACED IN BiRENCH ON UPSTREAM CONTOURS. A. FILTER FABRIC SIDE SHALL FACE UPSTREAM; MESH AND STAKES SHALL FACE SIDE OF FENCE, AND SACKRLLED. DOWJSMEAbf 2)M&OH SHALL BE EXCAVATED MINIMUM 6 INCHES 5)WfE TWO 5ECTIOMS OF FABRIC ADJOIN EACH OM ER TIQY SMALL BE OVERLAPPED BY 6 INCHES, FOLDED DEEP ON UPSTREAM SIDE OF FENCE UNE EXCESS FLIP OF FILTER FABRIC (MINIMUM B INCHES) SHALL BE PLACED IN TRENCH. DRENCH SHALL BE AND STAPLED. 8)SILT FENCE SHALL BE INSPECTED WEEKLY. AND AFTER BACKFILLED AND COMPACTED. CONSRNCRON N MIS MANNER PREVENTS SFDIME'Ni-UOEN RUNOFF EACH SIGNIFICANT PRECIPITATION EVENT. MAINTENANCE SMALL BE PERFORMED AS NEEDED, FROM FLOWNG UNDER SILT FENCE AND SEDIMENT REMOVED WHEN 'BULGES' DEVELOP IN SILT FENCE OR WHEN SEDIMENT REACHES 1/3 THE HEIGHT OF THE FENCE. 1 SILT FENCE POte iRvpOL WNSIILTINC ENONEFA9 LAST AEMfi9 Oa/OB/10 ER-OIMI Graphic Scale //.-.'- _ _~..-'". Feet PLUM FOR PERAUTTNYG Ole - NOT FOR CONSTRUCTION 7 ¢. �t i AWLCN AREA , ICON: ✓ Y . / j// i SAN LIMIT OF // PAN RETAINING WALL TO / Cp/SIRUCTION KI REMOKO l II j LMT OF r r / / r r / � r / I a"IMUCDON / f r SAWCUT PAKLIE/IT /REMOVE CURB • /-FaELoc,ATe�ucHr - / � I j I / / I ' I / I I / I / 1 Lot OF 1 CONSTRUCTION I ( ' 1 LOAN, SEED k SAWCUT I PAVEMENT. MIA.CN AREA \ - SA%wr PA ND T/T I \ -- --o-- - - -- ---- -- <� �R---- - a--- r - US ROUT) 7 SEEDING MIX h - URBAN AREAS (MOWED LANK AREAS) x BY WEIGHT LET/ACRE NINE PURE x GERM x 42.5 J40 CREEPING RED FESCUE 98 85 III SO PERENNIAL RYE GRASS 95 90 42.5 OHIO KENTUCKY BLUE GRASS W 85 SO 40 ANNUAL RYE GRASS 95 85 SEEDING MIX 12 - RURAL AREAS (MEADOWS UNDEVELOPED AREAS) X BY WEIGHT LBS./ACRE NAME PURE x GERM x M.4 20 CREEPING RED FESCUE BB R5 J6.4 20 TALL FESCUE 95 90 16.2 10 BIROSFOOT TREFO1. 98 R9 9.0 5 PERENNIAL RTEGMASS 95 85 1. THE SEED MIXTURE SHALL NOT HAVE A WEED CONTENT CXCEEDNG SWX BY WEIGHT, AND SHALL BE FREE OF ALL N000US WEED SEED. Z SEED TO BE APPLIED PER SEEDING FORMULAS AS ORECTED BY ENGINEER, J FERTLIIDt FORMULA 3-10-10 TO BE USED WM SEED. APPLIED AT THE RATE OF 600 LB/ACRE. 4. AGMCULIURAL UMESTONE TO BE APPLIED AT THE RATE OF 2 TONS/ACRE OR AS DIRECTED BY THE ENGINEER. 5. HAY MULCH TD BE EVENLY SPREAD AT RM RATE OF 2 TONS/ACRE OR AS DIRECTED BY NNE ENGINEER. 6. TOPMIX TD RE USED WTH SEED AS INDICATED ON THE PLANS OR AS DIRECIED BY THE ENGINEER. T. ALL RUNOFF DIVERSION MEASURES SHALL BE INSTALLED PRIOR TO FINAL GRADING AND SEEDING PREPARATION. 8. COMPACTED AREAS OF EARM SHALL BE MECHANICALLY LOOSENED TO PROVIDE AN ADEQUATE ROOTING ZGHE TO A MINMUM DEPTH OF 12 INCHES S. SEEDED AREAS SMALL BE WATERED UNTIL VEGETATION IS ESTABLISHED WHEN ADEQUATE PRECIPITATION IS NOT AVAILABLE. 2 SEEDING SPECIFICATIONS IOU ENMNEEAS (lCt% LAST 9EMSE0 W/0/P9f0 r Yflf♦fY ••, yr•±ff Y AY if AfY F�Y.4}IMtYfY YYI! 'iH wf, �1�1►....',M i sift I--1•-�— '�°d it r I 11ri it 11 I\ Alit I-LOAK 6fID LEACH AREA I 1 i I � N cu. 1v REBM FOR BIG OPENING REMOVAL FROM INLET (M— IA)r .xLIAK9) OPTIONAL OVERFLOW RUM INLET SEDWENT CONTROL DEVICE DUMP LOOPS �FXPJM _ B /NPw xm wawmj \ I \�Lj VI mTM SIDE WEN NMALLFD EXPANSION RESTRAIM NST/LtATIQV DETAIL 3 INLET SEDIMENT CONTROL DEVICE WITH CURB DEFLECTOR Po 0 EEA£ INu1AST FEMSEB 0/29/01 mIB A Mom' LEGEND TO BE REMOVED LIMIT OF CONSTRUCTION PAVED DRIVE OR ROAD _............. .......... .... ....... ............ GRAVEL DRIVE OR ROAD ._ ................_....._.._._.._....._.._._.._. PAVED DRIVE OR ROAD --.•••_•"'_..._—_.__....._.._..___._ IMTN CURB..____.._._—._.-..��.__....._.__.. RETAINING WALL LUNWAIRE °a '1'f4113 VEGETATION REMOVAL SILT FENCE INLET SEDIMENT CONTROL DEVICE SAWCUT PAVEMENT ---- -------------' REMOVAL OF PAVEMENT OR CRAWL , DISTURBANCE NOTE AREAS WHERE PAVEMENT IS BEING REMOVED AND REPLACED 'WITHOUT THE REMOVAL OF GRAVEL SUB BASE MATERIAL ARE CONSIDERED STAINUZED SURFACES. THE MAJORITY OF THE PROPOSED IMPROVEMENTS ARE LOCATED OWR GRAVEL SUB BASE AREAS, AREAS WHERE DISTURBANCE IS PROPOSED, AND WHERE EXCAVATIONS ARE NOT SELF-CONTAINED, HAVE BEEN SHOWN MTH SILT FENCE PROTECTION. SEDIMENT CONTROL NOTE THE SEDIMENT CONTROL. MEASURES SHOWN ON THIS PLAN (I*. SILT FENCE & INLET SEDIMENT CONTROL DEVICES SHALL BE CONSIRUCTED AND COMPLETED PRIOR TO COMMENCEMENT OF EARTHWORK AC77V4TEES. WINTER CONSTRUCTION NO MNTER CONSTRUCTION ISN'T ANTICIPATED STABILIZATION NOTE THE FOLLOWING APPLIES TO ALL DISTURBED AREAS ALL AREAS OF DISTURBANCE MUST HAVE TEMPORARY OR PERMANENT STABILIZATION WITHIN 14 DAYS OF THE INITIAL DISTURBANCE. THE FOLLOWING EXCEPTIONS APPLY: A) STABIL ITCH IS NOT REWIRED IF WORK IS TO CONTINUE IN THE AREA 'WITHIN THE NEXT 24 HOURS AND THERE IS NO PRECIPITATION FORECAST FOR THE NEXT 24 HOURS. B� STABILIZATION IS NOT REWIRED IF THE WORK 1 OCCURRING IN A SELF-CONTAINED EXCAVATION (L6. NO CU1117) WM A DEPTH OF 2 FEET OR GREATER (f.p. HOUSE FOUNDATION EXCAVATION, UTILITY TRENCHES ISLANDS). THE TIRES AND TRACKS OF ALL MACHINERY SHALL BE CLEANED OF ALL DELETERIOUS MATERIAL PRIOR TO DELIVERY, AND PRIOR TO LEAVING SITE. ALL EQUIPMENT SHALL BE STORED MTHM THE DISTURBANCE LIMITS OF THE PRO„ECT OR WITHIN DESIGNATED STAGING AREA (IF APPLICABLE). INSPECTION NOTE ALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN (7) CALENDAR DAYS, AND AS SOW AS POSSIBLE BUT NO LATER THAN 24 HOURS AFTER ANY STORM EVENT WHICH GENERATES A DISCHARGE OF STORMWATER RUNOFF FROM THE CONSTRUCTION SITE. SEEDING NOTE ALL DISTURBED AREAS TO REMAIN VEGETATED SHALL BE LOAMED & SEEDED AS A FINAL STABILIZATION MEASURE. TEMPORARY SEEDING, ANNUAL RYEGRASS SHALL BE APPLIED ACCORDING TO THE STABIUZA77ON NOTE ON THIS PAGE FINAL SEEDING SHALL BE PERFORMED BETWEEN AFTER APRIL 15 AND BEFROE SEPTEMBER 15 IN AREAS WHERE VEGETATION IS THE MEANS OF FINAL STABILIZATION. RECEIVE, SEE' 19 2011 City of So. Buding TRUDELL CONSULTING ENGINEERS (TCE) 47$WkftALPIJd P.O.BoX3W (BO4679-6331(ph") VNNOWom VeMood 054W MIND 87%00600W VW U. GO B16 Web 61, www.7YMdmC'nreltl�.cao iTaa nAro AIR mAMA IDl M IDIUDfi t1A CANCEIMLAL APPWCVAL A1884S1ION WDIIIMINARY APPAOVAL BV18mflON ACT 28D SmM6SgN ! APNICAME W APROVAL SIGMG9pN CAIRISIICNON DDAWQdGS L op ..4 N..abmNa ... xlP,eee a PaH,x Ha aewm;"� PwI, aM. a.awx«, Nn.. we �AmMav nu'li �� 1nr a,. eM xlP,aw .. ma em:Ha. e. aaa.MlatHa x.w.o.. P. paslaT nwm.e Ix cuuWclbn m HAneM tv b. u..e W avnMnvebm am m.lmel a ��4�y�.emm[�. v / � y � 911 t. M. vlbnMan el DveA C.n.W1H, EnNx..n BY (41 aPP uw W M.w avvHW Ivr m,Wrvalen .f Me PmAw4 6w JwmM1wr �P,w uy Iw�.Ia.�.tw ..a w.a acww.�� J A. NSWmw,b el s�Mw Mw ervanp. and eaPl.s M+wl Nmxba br ue D,ix.e w AN Pap.Hr C—M I. M. baNpv -1M — c Ms Tn,— nN MITsi. ,.T.vWN[Y M mean tbM1 UPY em[ax. 6p mast �Da."cll 1ie9151Gs4 {` ,NOG 7t37 *� IXr6ED � ///////TIIIWII IAjII\1\\VVS\ AUDI SOUTH BURLINGTON 1301-1325 Shelburne Rd. South Burlington, Vr Erosion & Demolition Plan DTaw4Tg Numbf: 2011018-73 ExMWm: 1 P-1-d GMDww: DAB Down: NPC Wte: 6/28/2011 F.B. 22,1 SCBl6a 1' - 30' pfc) ELeiatllfi1 95068 X-Rd' 2011018Uo smch Foe, 68 WARRANTY DEED KNOW ALL BY THESE PRESENTS: That Lewis Family Partnership, LLP, formerly known as Lewis Family Limited Partnership, a Vermont limited liability partnership having a place of business in South Burlington, in the County of Chittenden, and State of Vermont (the "Grantor"), in consideration of TEN AND MORE DOLLARS paid to the Grantor's full satisfaction by City of South Burlington, a Vermont municipality having a place of business in South Burlington in the County of Chittenden, and State of Vermont (the "Grantee"), by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the Grantee, and its successors and assigns, forever, a certain piece of land in South Burlington in the County of Chittenden, and State of Vermont, described as follows, viz: Being a small parcel of land, approximately 0.04 acres in area, more or less, shown and depicted as "Portion of Parcel To Be Conveyed to the City of South Burlington 1674 S.F. - 0.03 Acre" on a plat entitled Boundary Plat Lewis Family Partnership, LLP 1301 & 1325 Shelburne Road South Burlington, Vt. dated October 10, 1996, prepared by Trudell Consulting Engineers, Inc., recorded in Map Slide 305 of the Land Records of the City of South Burlington (the "Plat"). Being a portion of the lands and premises conveyed to the Grantor pursuant to a warranty deed, dated October 25,1999, from Alexander S. Lewis, recorded in Volume 476, Page 613- of the Land Records of the City of South Burlington, as corrected by a Corrective Warranty Deed, dated June 29, 2009, recorded in Volume 876, Page 050- of the Land Records of the City of South Burlington. The parcel of land is triangular in shape, having a west boundary of 28.19 feet, a north boundary of 118.85 feet and a south boundary of 121.31 feet, all as shown and depicted on the Plat. Reference is hereby made to the above -mentioned instruments, the record thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the Grantee and its successors and assigns, to its and their own use and behoof forever; And the Grantor, for itself and its successors and assigns, does covenant with the Grantee, and its successors and assigns, that until the ensealing of these presents it is the sole owner of the lands and premises, and has good right and title to convey the same in manner aforesaid, that it is LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 1 FREE FROM EVERY ENCUMBRANCE; and that it hereby engages to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. IN WITNESS WHEREOF, the Grantor has executed this deed this _ day of May, 2012. Lewis Family Partnership, LLP David A. Lewis, Duly Authorized Agent STATE OF VERMONT CHITTENDEN COUNTY, SS. At Burlington this day of May, 2012, David A. Lewis, duly authorized agent of Lewis Family Partnership, LLP personally appeared, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of Lewis Family Partnership, LLP. 23775\000 Before me, Notary Public Print Name: My Commission Expires: 2/1 LISMAN LECKERLING, ATTORNEYS AT LAN1', P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 2 y WARRANTY DEED KNOW ALL BY THESE PRESENTS: That City of South Burlington, a Vermont municipality having a pla tof business in South Burlington, in the County of Chittenden, and State of Vermont (the "Gran r°, in consideration of TEN AND MORE DOLLARS paid to the Grantor's full satisfaction byLewis Family Partnership, LLP, formerly known as Lewis Family Limited Partnership, a Vermont limited liability partnership having a place of business in South Burlington in the County of Chittenden, and State of Vermont (the "Grantee"), by these presents, does freely GIVE, GRANT, SELL, CONVEY AND CONFIRM unto the Grantee, and its successors and assigns, forever, a certain piece of land in South Burlington in the County of Chittenden, and State of Vermont, described as follows, viz: Being a small parcel of land, approximately 0.03 acres in area, more or less, shown and depicted as "Portion of City of South Burlington To Be Conveyed to Alexander Lewis Property 1447 S.F. - 0.36 Acre" on a plat entitled Boundary Plat Lewis Family Partnership, LLP 1301 & 1325 Shelburne Road South Burlington, Vt. dated October 10, 1996, prepared by Trudell Consulting Engineers, Inc., recorded in Map Slide 305 of the Land Records of the City of South Burlington (the "Plat"). Being a portion of the lands and premises conveyed to the Grantor pursuant to a warranty deed, dated November 14, 1985, from Alexander S. Lewis, recorded in Volume 214, Page 340- of the Land Records of the City of South Burlington. The parcel of land is a parallelogram, having west and west boundaries of 170.00 feet and north and south boundaries of 8.69 feet, all as shown and depicted on the Plat. Reference is hereby made to the above -mentioned instruments, the record thereof, the references therein made, and their respective records and references, in further aid of this description. TO HAVE AND TO HOLD said granted premises, with all the privileges and appurtenances thereof, to the Grantee and its successors and assigns, to its and their own use and behoof forever; And the Grantor, for itself and its successors and assigns, does covenant with the Grantee, and its successors and assigns, that until the ensealing of these presents it is the sole owner of the lands and premises, and has good right and title to convey the same in manner aforesaid, that it is FREE FROM EVERY ENCUMBRANCE; and that it hereby engages to WARRANT AND DEFEND the same against all lawful claims whatever, except as aforesaid. LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 1 IN WITNESS WHEREOF, the Grantor has executed this deed this day of May, 2012. City of South Burlington STATE OF VERMONT CHITTENDEN COUNTY, SS. Duly Authorized Agent At South Burlington this day of May, 2012, , duly authorized agent of City of South Burlington personally appeared, and he acknowledged this instrument, by him sealed and subscribed, to be his free act and deed and the free act and deed of City of South Burlington. 23775\000 Before me, Notary Public Print Name: My Commission Expires: 2/10/015 LISMAN LECKERLING, ATTORNEYS AT LAW, P.O. BOX 728, BURLINGTON, VT 05402 802-864-5756 2 .0"`�. VERMONT State of Vermont Department of Environmental Conservation Agency of Natural Resources Drinking Water and Groundwater Protection Division WASTEWATER SYSTEM AND POTABLE WATER SUPPLY PERMIT LAWS/REGULATIONS INVOLVED 10 V.S.A. Chapter 64, Potable Water Supply and Wastewater System Permit Wastewater System and Potable Water Supply Rules, Effective September 29, 2007 Chapter 21, Water Supply Rules, Effective December 1, 2010 Landowner(s): Lewis Family Limited Partnership, LLP Permit Number: WW-4-3873 P.O. Box 4511 PIN: EJ96-0728.o1 Burlington VT 054o6 This permit affects property identified as Town Tax Parcel ID # South Burlington: 1540-01301, o870-00003 referenced in a deed recorded in Book 214, 876 Page(s) 346, 50 of the Land Records in South Burlington, Vermont. This project, consisting of the modification to an existing building and the water and sewer services to add a bathroom and reduce employees to twenty five and hand -washing of one new vehicle per day; and a boundary line adjustment with Fire District lot, served by municipal water supply services and municipal wastewater disposal services located on 1301-1325 Shelburne Road in South Burlington, Vermont, is hereby approved under the requirements of the regulations named above subject to the following conditions. 1. GENERAL 1.1 The project shall be completed as shown on the following plans and/or documents prepared by John P. Pitrowiski, P.E. of Trudell Consulting Engineers, with the stamped plans listed as follows: Sheet Number Title Plan Date Plan Revision Date 2011o18-40 Boundary Plat 10/25/1996 4/27/2011 D2 Utility Details 3/07/2012 EC1 Existing Conditions Plan (Reference Only) 3/07/2012 SP1 Construction Site Plan 3/07/2012 SP2 Construction Site Plan 3/07/2012 1.2 This permit does not relieve the landowner from obtaining all other approvals and permits PRIOR to construction including, but not limited to, those that may be required from the Act 25o District Environmental Commission; the Drinking Water and Groundwater Protection Division; the Watershed Management Division; the Division of Fire Safety; the Vermont Department of Health; the Family Services Division; other State departments; or local officials. 1.3 The conditions of this permit shall run with the land and will be binding upon and enforceable against the landowner and all assigns and successors in interest. The landowner shall record and index this permit in the South Burlington Land Records within thirty, (3o) days of issuance of this permit and prior to the conveyance of any lot subject to the jurisdiction of this permit. 1.4 The landowner shall record and index all required installation certifications and other documents that are required to be filed under these Rules or under a specific permit condition in the South Burlington Land Records and ensure that copies of all certifications are sent to the Secretary. 1.5 No permit issued by the Secretary shall be valid for a substantially completed potable water supply and wastewater system until the Secretary receives a signed and dated certification from a Vermont Licensed Designer (or where allowed, the installer) 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 the permit conditions, were inspected, were properly tested, and have successfully met those performance tests", g X Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury Wastewater System and Potable Water Su r Permit WW-{4-3873 Page 2 of 3 or which otherwise satisfies the requirements of §1-3o8 and §1-911 of the referenced rules. 1.6 This project is approved for the construction of an addition to the existing building on Lot# iwith 25 and hand - washing of one new vehicle per day, modifications to the water and wastewater service lines, and the addition of an oil/water separator. Construction of additional nonexempt buildings, including commercial and residential buildings, is not allowed without prior review and approval by the Drinking Water and Groundwater Protection Division and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. No construction is allowed that will cause non-compliance with an existing permit. 1.7 Each purchaser of any portion of the project shall be shown a copy of the Wastewater System and Potable Water Supply Permit and the stamped plan(s), if applicable, prior to conveyance of any portion of the project to that purchaser. 1.8 All conditions set forth in Permit Number WW-4-1037 shall remain in effect except as amended or modified herein. 1.9 All conditions set forth in Permit Number WW-4-1425 and EC-4-0974 for the Fire Station shall remain in effect except as amended or modified herein. The boundary line adjustments as shown on the Boundary Plat referenced in this permit between the City of South Burlington and Lewis Family Partnership are exempt from needing a permit under Section 1-304(a)(ii). 1.10 By acceptance of this permit, the landowner agrees to allow representatives of the State of Vermont access to the property covered by the permit, at reasonable times, for the purpose of ascertaining compliance with the Vermont environmental and health statutes and regulations, and permit conditions. 1.11 Any person aggrieved by this permit may appeal to the Environmental Court within 3o days of the date of issuance of this permit in accordance with io V.S.A. Chapter 22o and the Vermont Rules of Environmental Court Proceedings. 2.WATER SUPPLY 2.1 The components of the potable water supply herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 2.2 This project is approved for connection to the water supply system owned by City of South Burlington for a maximum of 457 gallons of water per day. 2.3 The landowner shall install and maintain backflow prevention devices that conform to Vermont Department of Public Safety standards and NFPA 13 for the connection of a sprinkler fire suppression system to a public drinking water system. 2.4 This permit is based, in part, on a municipal approval for connection to their water distribution system. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. &WASTEWATER DISPOSAL 3.1 The components of the sanitary wastewater system herein approved shall be routinely and reliably inspected during construction by a Vermont Licensed Designer (or where allowed, the installer) who shall, upon completion and prior to occupancy of the associated building, report in writing to the Drinking Water and Groundwater Protection Division that the installation was accomplished in accordance with the referenced plans and permit conditions, as specifically directed in Condition #1.5 herein. 3.2 This project is approved for connection to the City of South Burlington wastewater treatment facility as depicted on the plan(s) stamped by the Drinking Water and Groundwater Protection Division. The project is approved for a maximum of 457 gallons of wastewater per day. Wastewater System and Potable Water Su y Permit WW-4-3873 Page 3 of 3 3.3 This permit is based, in part, on a municipal approval for connection to their wastewater treatment facility. If the municipal approval expires, this permit shall be invalid unless the municipality renews its approval. If the municipality approval expires, a new permit must be issued for the project. An updated application form and an application fee will be required for the project. A new municipal approval letter shall be required if the,project is served by the municipal wastewater collection system. The rules in effect at the time of the filing of the application for a new permit will be applied to the project. David K. Mears, Commissioner Department of Environmental Conservation By�YnVYVVL-1 Jes nne Wyman, Regonal Engineer Dated July 31, 2012 cc South Burlington Planning Commission John P. Pitrowiski Department of Public Safety, Division of Fire Safety State of Vermont Agency of Natural Resources Department of Environmental Conservation [phone] 802-879-5656 Drinlang Water and Groundwater Protection Division [fax] 802-879-3871 Essex Regional Office ill West Street Essex Junction, VT 05452-4695 www.septie.vt.gov June 7, 2012 Lewis Family Limited Partnership, LLP P.O. Box 4511 Burlington VT 054o6 RE: WW-4-3873, modification to existing water and sewer services to add a bathroom and reduce employees to twenty five; also a boundary line adjustment with Fire District located at 1301-1325 Shelburne Road in South Burlington, Vermont. Dear Applicant: We received your completed application for the above -referenced project on June 4, 2012, including a fee of $105.00 paid by check #8375. Under the performance standards for this program, we will have a maximum of 3o 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. If you submitted your application electronically through eDEC, your consultant will need to upload any revisions and send an email to Ernestine Chevrier, James Sandberg and the reviewer notifying us that you have resubmitted information. This email should reference both the eDEC number and the WW number for the project. For the Drinking Water and Groundwater Protection Division Ernestine Chevrier Regional Office Coordinator cc: South Burlington Planning Commission John P. Pitrowiski/Trudell Consulting Engineers Regional Offices — Barre/Essex Jct./Rutland/Springfield/St. Johnsbury south t t . . PLANNING & ZONING May 24, 2012 Re: #SP-12-23 Dear Applicant: Enclosed, please find a copy of the Findings of Fact and Decision rendered by the Administrative Officer concerning the above referenced application. Please note the conditions of approval including that a zoning permit must be obtained within six (6) months. If you have any questions, please contact me. Sinc rely, aymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT OS403 tel 802.846,4106 fax 802.846.4101 www.sburl.com Pilo southburfington PLANNING & ZONING Permit Number SP- /9-� (otfice use only) APPLICATION FOR SITE PLAN REVIEW e Administrative ❑ 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. OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #): Lewis Family Limited Partnership, LLP, PO Box 4511, Burlington, VT, 05406; Phone: 802-310-4995 2. LOCATION OF LAST RECORDED DEED(S) (Book and page #): Book 731, pgs 431-433 3. APPLICANT (Name, mailing address, phone and fax #): Badge Motor Company d/b/a/ Audi South Burlington, PO Box 566, S. Burlington, Vermont, 05402; Phone: 802-651-0211; Fax: 802-651-0239 4. CONTACT PERSON (person who will receive all correspondence from Staff. Include name, address, phone & fax #): Stephanie Hainley, White + Burke Real Estate Investment Advisors, Inc., 168 Battery St., PO Box 1007, Burlington, VT, 05402-1007; Phone 802-862-1225, Fax: 802-862-3601 4a. CONTACT EMAIL ADDRESS:: shainley@whiteandburke.com 5. PROJECT STREET ADDRESS: 1301-1325 Shelburne Road, So. Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office): 1540-01301/1540-01325 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com 7. PROJECT DESCRIPTION a. General project description (explain what you want approval for): Attached, unenclosed 588 SF canopy addition to existing Acura service building for service drop-off/pick-up. Because this is not enclosed, this is not considered floor area and will not result in any change to impervious area. b. Existing Uses on Property (including description and size of each separate use): Automobile sales, service, and repair: Two buildings - Audi & Acura; Combined - Approximately 38,904 SF (including 2nd floors and mezzanines) /—30,669 SF (excluding 2nd floors and mezzanines) c. Proposed Uses on property (include description and size of each new use and existing uses to remain): 588 SF service canopy addition to existing Acura service building. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed total: --39,492 SF (including 2nd floors and mezzanines) /—31,257 SF (excluding 2nd floors and mezzanines) e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Acura building (existing): 23' - no proposed changes to this roofline. Acura Service Canopy (proposed): 19' f. Number of residential units (if applicable, new units and existing units to remain): N/A g. Number of employees (existing and proposed, note office versus non -office employees): No change to existing employees h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Site Plan Application Form. Rev. 12-2011 8. LOT COVERAGE Total Parcel Size: Sq. Ft. See table on plan sheet C2.01 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 $ 60,000 $ 1,600 a. P.M. Peak hour for entire property (In and out): No change to existing traffic 11. PEAK HOURS OF OPERATION: No change to existing hours 12. PEAK DAYS OF OPERATION: No change to existing hours 13. ESTIMATED PROJECT COMPLETION DATE: 14. SITE PLAN AND FEE A site plan shall be submitted which shows the information required by the City's Land Development Regulations. Five (5)1 regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy 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 in accordance with the city's fee schedule. $153.00 Administrative site plan applications require three (3) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format) copy. 3 Site Plan Application Form. Rev. 12-2011 NOTE: NOTIFICATION of ADJOINING PROPERTY OWNERS: Notification of adjoining property owners, in accordance with 24 V.S.A. §4464(a) and Section 17.06(B) of the South Burlington Land Development Regulations, is the responsibility of the applicant. After deeming an application complete, the Administrative Officer will provide the applicant with a draft meeting agendas or public hearing notice and sample certificate of service The sworn certificate of service shall be returned to the City prior to the start of any public hearing. I hereby certify that all the informat accurate to the best of my knowledg as part of this application has been submitted and is `113`'l ) 2 William R. Shearer z SIGNATURE OF P DATE OF SUBMISSION: David Lewis\, I PRINT NAME Do not write below this line MAY 16 2012 REVIEW AUTHORITY: ❑ Development Review Board Administrative Officer I have reviewed this site plan application and find it to be: The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 4 Site Plan Application Form. Rev. 12-2011 PLANT LIST Acura 2011018 Prepared by Trudell Consulting Engineers Karen Pettersen, Landscape Architect 5111112 PRICE/ SCIENTIFIC NAME COMMON NAME QUAN. SIZE COMMENTS PLANT" TOTAL Juniperus chinensis Sargent Green Juniper 33 5 gal. CONT. $55.00 $1,815.00 'Sargenti viridis' Shearer Audi/Acura South Burlington, Vermont Abutting Property Owners/Addresses May 16, 2012 Farrell Distributing Corp. David M. Farrell Trust 5 Holmes Rd South Burlington, VT 05403 Tax ID:0870-00005 City of South Burlington 575 Dorset St South Burlington, VT 05403 Tax ID: 0870-0003N Two O'Briens Properties, LLC 1475 Shelburne Rd South Burlington, VT 05403 Tax ID: 1540-01233 Pione Remainder, LLC 1370 Ave of Americas, 291h Floor New York, NY 10019 Tax ID: 1540-01330 Plaza Investments 30 Kimball Ave, Suite 101 South Burlington, VT 05403 Tax ID:0915-00041 DS LLC PO Box 2122 South Burlington, VT 05403 Tax ID: 0870-00002 Edward B. Crane Trustees 855 S. Prospect Street Burlington, VT 05401 Tax ID:1540-01333 IDX Systems Corp. PO Box 4900, Dept 201 Scottsdale, AZ 85261-4900 Tax ID:0915-00040 Twelveseventy Associates 1270 Shelburne Rd South Burlington, VT 05403 Tax ID:1540-01270 I I r l'c white+ Burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 20 Years cat Strategic Advice MEMORANDUM To: Ray Belair From: Stephanie Hainley Date: May 16, 2012 Re: Shearer Acura - Administrative Amendment Application Submission Materials Enclosed please find the following materials and application for an administrative amendment to the existing PUD Permit at 1301-1325 Shelburne Road: 1. Memo re: "Shearer Acura - Service Canopy," from Stephanie Hainley, and dated May 15, 2012. 2. Application for Site Plan Review, signed and dated April 30, 2012. 3. "Plant List," prepared by Trudell Consulting Engineers, and dated 5/11/12. 4. Application fee: Check #15918 for $153. 5. Abutters List & Labels 6. Sheet C2.01 "Site Plan," prepared by Trudell Consulting Engineers, dated 3/23/12, and revised 5/14/12. 7. Sheet C2.02 "Landscaping Plan," prepared by Trudell Consulting Engineers, and dated 5/14/12. 8. "Scheme B - Plan & Elevations," prepared by Truex Cullins Interiors, and dated December 21, 2011. 168 Battery St., PO Box 1007 I Burlington, VT 05402-1007 / P: 802.862.1225 1 F: 802.862.3601 www.whiteandburke.com white+ Burke REAL ESTATI INVLS I MEN ADVISORS Fcnxnded irr 1990 29 Fears of Strategic Advice MEMORANDUM TO: Ray Belair From: Stephanie Hainley Date: May 15, 2012 Re: Shearer Acura - Service Canopy Administrative Amendment Please find the attached application for an amendment to the existing PUD at 1301- 1325 Shelburne Road for which we are requesting administrative review. The amendment consists of a 588 SF unenclosed canopy addition to the existing Acura service building to be used for inspecting vehicles before they are serviced and minor associated site changes. We respectfully request administrative review for this amendment based on Section 14.09 of South Burlington's Land Development Regulations. We understand that the Department of Planning & Zoning may, at its discretion, review and approve a permit amendment request administratively if the requested approval would constitute "[a]n increase in building area and/or impervious coverage totaling less than five thousand (5,000) square feet, or three percent (3%) of the overall site coverage, whichever is smaller" (14.09(B)(5)). We believe that the proposed amendment, at 588 SF and approximately 1% of the overall site coverage, can be reviewed administratively. According to the Interim Zoning Section IV(G), this amendment is not subject to Interim Zoning, because it fits the exemption for "the enlargement of the existing building used for commercial ...[resulting] in an increase in building area ...totaling less than ten thousand (10,000) square feet." We understand that because the proposed amendment qualifies as an exception to the Interim Zoning Bylaw under Section IV(G), this proposal is to be reviewed according to the Department of Planning & Zoning's discretion. 168 Battery St., PO Box 1007 i Burlington, VT 05402-1007 t P: 802.862.1225 f: 802.862.3601 www.whiteandburke.com Since the canopy is not enclosed, it is not considered building floor area and therefore parking requirements will not increase. Adding the canopy would increase the building portion of impervious area and slightly decrease the 'other impervious area' calculations; therefore, the proposed addition will not impact the lot coverage ratio. Landscaping (3% of the cost of construction) has been provided on the site to add green definition to the primarily paved lot. We appreciate your consideration of this amendment and look forward to hearing from you! Page 2 of 2 F.20&1] UN-20S2 W7-20S1 BOOM NARK TOP NUT H/1MAN7 SOUTH SIDE HOLNES ROAD, EL. -ilOa DD-_-e POWER N.E.T. G.M.P. ce 21- -281 UN-210B IW7-210.3 CB - 214.96 1-270.9 BURIED CB r=228.J7 i-122.27 I l 1 i015 SANITARY SEWER // / J _ �- -- ON EAST SIDE OF ! RAILROAD /_. 500=/ r// /� �J /✓ / / ' '�.._�- APPWOiI'[12LaW-WNDAR% I 1 O15 NOLL•IE3 ROAD -r/--../-„-. '� R / r /r/'/ / �' -'-BAR H%BAMiTiER pD� `.� �._.-I ,.'wr/'i'I��i'- i �/ 1.24.80'�B' _--- % 9tI� LAKEWOOD COIMIONS 1233 7TT}��vFm.ar DlsmlcT /^\ _ / /--r.22sa�135-/ SHELBURNE ROAD - /// r I, i,lRwl++�[iP --G �.-.r� �e.�' r-.e� vmM�+ J. ,� tJ T .J... i �'+ta-- "ems,-� .�..� l .s. -�'� ' - rLpzrz '6 Yl.?314t / ., __-- , _________ .---saa�N'-----_=�-`r--=---"` -�k=-�^- --v------------"---_ rr r WATER MAINGo _________ ,III - 7---- I ------ =----^-- -- -•--- Si I If P SEFiR ( rIC CITY OF ( STORN I DUN BURLINGTON / 4�1} YI l /.!,.1 I FIRE STATION FIRE N / I -yr././// r I 11SEPMA I SLAB EL.: DEPARTNEN ti/ it"-- \\ / / / --•- / /-�_tIIU= / / / / 218.3+/-4i31wrm_7 y( /Jii i/ 'T- __Le-_.Y._i_� � _-M---- >,a / r � / j l / // •_- /i-- _ �'T --,, / / r' % / / /'I�, r \ % sNow p/ REMOVAL /%I STORAGE I/ _ROP Y \ / / //'� // f 1r / - / i / AREA / / // I / WI15 uR�EM7h� De / ---/ ---/ / / % 1 % rRETn"""f wA°i` ' ! J L, " Gi / r 1 1 I/� VEHICLE DISPLAY 20'.2u' CONCRETE I MI WAIN LINK ADMPSRPFENCE KITH r.--a�22737/ ' / ✓/ t / SCREENS - I � II / ca / ✓ /r.zze.efl\ ; �ta "A A TO "I Ir{ -7_�J BE � STAIR f0 -. "' �,,., i-_ yF-- i /(. l '\. 1 SAL, NO R SERVICE 111 6ROW N/TERidX 1 . t DODR SECURITY Y LIGHTS0T OYEE EXTERIORCONOT TYPICALS"ACW TABLES ESI° I 4' HIGH I I CONCRETE yy VEHICLE DISPLAY a 1 i l GNP_ >227J� Ir STORAGE AREA 1 TOP°A NINC WALLIII�(/��/� 1 111111a'1 $$Yrggii �\ SEE NOTE ] 1 ( -RETAINING . 243.f1 II « I ,1'I I 1p /T71' ,i AIR( DM229.18 C-22 J6 i 1 ealeOeJ0jr..,. DROORE EXISTING 1 C \II \ \\\ 1 EXISTING Bunatc ^� j ACURA AUDI SALES uF°UNNT1Ep PROPOSED a, SERVICE j 15 I C9 \ SERVKE CANOOY BUILDING D.a 3 SERVICE SERVICE STAIRS BUILDING Dow2"a SIBSSQFT (� 1 F.F.Em23827 t II • 'g 1 g \ i n \ AC UNIT WITH 4 - --' FT NIGH FENCE Co / I ' 1.224.52 1 i CONCRETE CAS SERVICE '6PAD ROOF DRAIN �I VEHICLE I tyj 1u i FrE.-a]M.0 DISPLAY AREA 11,1'I 8NIE RACK /}\ I I/ 1AID SEE LANDSCAPE PLA,V SHEET C202S �wv I I EXISTING SALES BUILDING 1 It I FFE-23B0 Y k r I II AC UNIT -- \ \ I I 1 VEHICLE DISPLAY h F `^ \ ' (VEHICLE DISPLAY(&' L• , STORAGE AREA • I I SIONAGE AREA I r.z1]J2 I;I ' ----_ _ RIM-229.� _ - F- - --- - * -=Jr-- i----- � -22S76 51 ' ' �i 9 CONCRETE SIDEWALK 1.221.08 ° CONNECTIaV IIiERwCTwN I I t a� MOW\ Y' I �-/ t1--22J319,. j 36\ I AREA I kiI.\ ),C.a \\ \\ iF q `h t A1 II r 23q.B5 f-23J.0.5 I 1 METER-BAI ON CONC. SLAB EXISTING \ STORM a SHELBURNE ROAD - US ROUTE 7 j a� 0 Graphic Scale Feet 30 0 30 60 90 120 PLAM FOR SITE INFORMATiOi� 1. OWNER OF RECORD: LEWIS FAMILY PARTNERSHIP, LLP P.O. BOX 4511 BURLINGTON, VERMONT 05406 2APPUCANT: BADGE MOTOR CO. tl/b/R/ A SOUTH BURLINGTON P.O. BOX 466 SOUTH BURLNGTON. VERMONT 05402 1TAX PARCEL 10: 1540-07301 h 1540-01325 4.PHYSICAL ADDRESS OF PROPERTY: 1301 a 1325 SHELBURNE ROAD S.PARCEL SIZE: 4.91 ACRES &ZONING DISTRICT, COMMERCIAL -CI-AUTO' 7. PLACEMENT OF VEHICLES WITHIN THE VEHICLE OISPALY AND STORAGE AREAS ARE SUBJECT TO CHANGE AND MUST REMAIN FLEXIBLE FOR EVOLVING MARKETING AND SALES STRATEGIES SURVEY NOTE59 1. EXISRNC CONDITIONS AS OF THE DATE OF SURVEY TOPOGRAPHIC INFORMATION SHOWN IS BASED ON A FIELD SURVEY USING A TOPCON TOTAL STATION, PERFORMED BY TRUDELL CONSULTING ENGINEERS IN 2002 AND UPDATED APRIL 2011. 2.VERRCAL DATUM IS ASSUMED LOT COVERAGE: PROPOSED AUDI/AWRA LOT SIZE 216058 S.P. - 4.96 ACRES BUILDINGS .30.099 S.F. OR 14.2X OTHER 120.SII S.F. OR meAB3 TOTAL COVERAGE 70.OX CITY OF SOUTH BURLINGTON FIRE DEPARTMENT PARCEL LOT SIZE 21.869 S.F. - 0.50 ACRES BUILDINGS 4817 S.F. OR 16.5X OTHER 7.427 S.F. W JIM TOTAL COVERAGE 50.5X PROPOSED COMBINED PARCEL$ TOTAL SIZE 237.027 S.F. - S48 ACRES BULDINGS JA 728 S.F. OR 14.2X OTHER 128,519 S.F. OR :e = TOTAL COVERAGE 682X FRONT YARD COVERAGE SHELBURNE RDA ° 57.3X MAX COVERAGE BASED ON PRIOR APPROVAL TOTAL SIZE 23.750 SF - 0.5 ACRES TOTAL AMP. 13.225 SF. OR 33.7X HOMES ROAD 30.011 MAX COVERAGE TOTAL SIZE 11.00D S.F. - 0.23 ACRES TOTAL IMP. 2.911 S.F. OR 26.4X PARKING d AUTO SALES a SERVICE 2 PER 1000 SF GFA 37.741 SF/10DO A 2 - 76 SPACES REWIRED CUSTOMER/EMPLOYEE - 89 SPACES PROVIDED GENERAL NOTES 1. SEE ARCHITECT PLANS FOR CANOPY DESIGN. TRUDELL CONSULTING ENGINEERS (TCE) 4788MMPnkftMf P.O.Bmc306 0=879.69310h.* willi/Em1, V-.W 05M 0020814006011N0 YMk UM m 6r Wab ab w+aw.ThdeBCasMYpmB mM Ins Orew,T a. M-,M .r plx,xsY a �y 1n1., �.Il�n. melpxn - me14t ae/- .ppew �« � Imo. Tmy w .ol xl.ma e. wnwnwn ma°v"a •,`"' w w'I nO' I :"e b mi,:m.+l.� m' , °eNc.�.',"" i ra mlmL �"`i°n.a,�.'I°°,••:•� > m mlax a'°:a'i��. aTl. A"""�ap.U.mAlpw-.ml.tim. A. awpnf �or�n�olwm w M x.n�mleur ^uww.4 uir .rx. e. nel In- w4 mero.A ms eacglm IM .w°eaVl. a-Iw/al-slip x-, m:�p:°pa�"r�'aa�pamx.lm .n. ma- p..a1. ar IM RaFI. p..wa.e. b ar Iw.exw ma-,. B U \R `d V N k T/ 0 N S O U T H B U L 1 0 T L.ocA�tlo[1 MAY 16 2012 City of So. Burlington Q AdIM[ pImH4/plmH IM 05/14/12 DAB Ntl. Daealpl68 Del! By BaWwale �QVVV"'"IF I VEN'i `�y1r�� W7pw � *�iINO�IVK77 \ ;-JAI IO1/11111�\ PlgertTmv ACURA SOUTH BURLINGTON 1301 Shelbume Road South Burlington, Vt SheeeTitle Site Plan Dnwk%N1aa8erI 201101E-MO EalmvYanI J PAgert le-Ylow, DAB DmKee- DAB Deter 03/23/2D12 F.B. 223 Scale: 1' = 304 PIGIectI I 95068 X-Ref: 201101&1l Bench File l 6E Appmved C2s01 HI I II I ; i PLANTS 111i cpH 11 I 1 / l y-_•o•--- ° w. LAO a i Ii I►li- / \ k WDIC~,/ I I EXISTING / AUDI SALES G a 1 & SERVICE SER VKE CANOPY 1 1 BUILDING 588 s APPROWD I EAPANSIONS I IN//y1�hg7III , l I -- - -- -I k- _ ----- — ------ --- A 1 I ^ I rI -�-- __ T _ _ —'------ --- Co o M cd.phk Scq -- P o4 0- ' �-----------_ I¢-----------_ �I 0 6030 30'I 90 no o ¢ #i SHELBURNE ROAD - US ROUTE 7 e�A / PLANT UST KEY SCIENTWIC NAME COMMON NAME OUM. WE COMMENTS �1 LANDSCAPING PLAN JCSV Juniperus chinensis Sargent Green Juniper 33 Sqd. CONT. ' roll ,.wru aw9.a rMxrn, 'Sargenti—dis' B B 01�a J' urcR v o DEO eARX YUICN (TO BE BY LANDSCAPE :N APERNEABIE KEO I) OWOIfRA RCIn1ECT) FABRIC. DO NOT PLACE CLOSE r0 v"� �elu. tlAIBAB05! Rlu �r1i�mWm WE NM EXCAVATED YA1EMAl. IF SO. IS HYEDOIIA MY CLAY OR OIAKL OC pR A- MKD BY AS DI gRECIFO AND APPROVEp BY LA IANpSCAPE ARCHITECT T ANT SHRUB AT $AYE CEPRI Al PLANTW W.11t H SRRIB HAD PRENWBLY BALL qA DROWN LOOSEN. WT. tr RE40VE BURIAP F TOP 1/3 OF ROOT BALL •SIRlCDDED BARB UVtp AND REED BANNER FABRIC TO BE CONT.A,0uS .MEN uwD N BEDS �1 BALL AND BURLAP SHRUB n[RSEO to l-i.RRu� !'wc JJ'o. c. —LANt I I �a PAVEWNT PSP 74 f " EATSTRIO:. CIDSNIO ]" BERY ALONG 1JP I �4 LO.ER E 4E lAw, — CG CURsLA'B E-DM RCYOK CXISI.M. W-RAP tr BASE PAKWNT — MATMAI TO A DEPTH OF 1 "tr REPLACE ■Di TOP SDR C ACTW TO BSR STANDARD PROCTOR EXISDNC WRB r \ BANK SECTION TRUDELL CONSULTING ENGINEERS (rCE) 478 Wdr MN d 0-308 LYE V—W 05495 (lam 879.6331 A°i�P°.Yia"�B M M � b4 lim°Irvellw°laA •I�C°nk wl wllafi I °Irucly� q'�jrY l°��° 0 1. Mldn wwiclrnl. m1. M' wIM�.•P w l..tlnc I._ �m0 w wl I.m w wcwlsnW IOrm.�� M.l °IVI M nw pPwn. u.°�pwrlY c.veYwNtl .Iu ..� .wel..r In. Pn Y°PcH. .q A.dirt..1. s. rapmYGY b PY nuiAY�} I�..n e...il i..w..,i "•mn.Nlr 1..�... Inr osr °a+IY.. In. RECEIVE® MAY 16 2012 City of So. Burlington Nw D1r e— D" ey BB.Yes ' "g00ulnpbq(i �`qh ��IY WPT ranso �: Rgert HMIs ACURA SOUTH BURLINGTON 1301 Shelburne Rd. South Burlington, Vr St.ft TWO Landscape Plan and Details DTMrg?kwr*wi I0nm-w fxmm/mr A F,.I. trT..maw, DAB DamB, Pm 04L.1 05114/1012 Scde, SHONV App—md C2,02 Showroom Roof 23'-0" Service Roof 191-Oil rh Second Floo 9'-0" Main Floor 0'-Oil Showroom Roof 231-Oil Service Roof 191-Oil LA Second Floc 9'-Oil Main Floor 0'-0" ACURA SERVICE CANOPY South Burlington, Vermont WEST ELEVATION � i i I I BOTH HOWSON R-V�hC E� I � NORTH ELEVATION VEW SIGNAGE TO MATCH EXISTING EW WOOD SIDING TO MATCH EXISTING EW WOOD TRIM TO MATCH EXISTING EW STOREFRONT SYSTEM SCHEME B - PLAN & ELEVATIONS I Fri - 6" I I I I I 0 EXISTING BUILDING EXISTING SERVICE CANOPY NEW SERVICE ENTRY RECEIVED MAY 16 2012 City of So. Burlington NEW SERVICE CANOPY PLAN 1 /8" = V-0" truex:ullins I N T E R 1 O R S 21 December 2011 r southburlington PLANNING & ZONING May 1, 2012 Stephanie Hainley White + Burke P.O. Box 1007 Burlington, VT 05402-1007 Re: Field Change Request — Shearer Audi Dear Ms. Hainley: This is in response to your memorandum dated April 30, 2012 requesting a field, change to the Shearer Audi site plan at 1301-1325 Shelburne Road. It is my understanding that the field changes consist of: 1) reducing the size of the porte cochere from 1,074 sq. ft. to 900 sq. ft., and 2) eliminating the proposed retaining wall thereby leaving the rip -rap and light fixture as they presently exist. Pursuant to Section 14.05 (I) (1) (a) of the Land Development Regulations (LDRs), the above described field changes are hereby approved. Please note that Section 14.05 (I) (2) (a) of the LDRs require an as -built plan be submitted before the issuance of a Certificate of Occupancy when a field change has been approved. Should you have any questions, please let me know. Sincer , Raymond J. Belair Administrative Officer 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com I I white+ Burke REAL ESTATE INVETMENT ADVISORS Foundvd ira 1990 20 Ye-ars of Strategic kdvice MEMORANDUM To: Ray Belair From: Stephanie Hainley Date: April 30, 2012 Re: Shearer Audi - Field Change Request As the project plans have been reviewed by the contractors, there have been a few minor changes to the Audi showroom expansion at 1325 Shelburne Road. The porte cochere, originally approved at 1,074 square feet, will be reduced to 900 square feet. Because of this, the retaining wall does not need to be constructed and therefore, the rip -rap and light fixture will remain as currently exists on -site today. We believe that this is "consistent with the spirit and intent of the approved site plan" and thus would be eligible for consideration as a field change. I have attached the updated Sheet SP1 "Construction Site Plan," dated 3/7/12. Please do not hesitate with any questions. 168 Battery St., PO Box 1007 1 Burlington, VT 05402-1007 i P: 802.862.1225 ! F: 802.862.3601 www.whiteandburke.com BENCH MARK TOP NUT HYDRANT SOUTH SIDE HOLMES ROAD. EL - toa0o GM.P. 3 OB — =2,4.at i1N=2I0.8 iT1UT=110.9 CB — -214.66 -210.9 BUREO CB 220.37 I-22227 TO 15' SANITARY SEMF 1 ON CAST SIDE OF NpgRY 1_DO�HOLMES ROAD ''/�r/ -'`�S.iR A13Ai'w�kfFR4NE .� � �..l10 _ f`� 2-__ ej 1i 't��m' J��m �f�_�.�,p•�w.+ �.�-4------------ /r ! 1 _1/_ // -- a' LATER MAN , -' 1 . / f ! I ' ----- -'�-- y''__r-+-•7----•--------- i- 7-- -!< l ca f I f ), I 4' P ( I THE CITY OF F I SOUTH % FlRE STATIONj:AF&NNC�EP RARRN SLAB EL. - Sli / 218.3+/- �_r i \ I / / 2 RELOGiED 1 I r ; a420e ST07ACi�RE7AIN WALL 111175 / y �SEPM�i�fXt ` LANK 1 , /� t I \ I (SEED 7AIL 3) i 1 1 1 I � SHEET 1 I UNIT OF \ I 1 EMPLOYEE I I { /X1NS1R1ICTNIN 1 i EXTERIOR AGW \ TABLES A 1 \ IAb i l li // I/I I I HO WS THIS BEINGPOWERED" All LSHELBURNE ROAD 1233 �j B.WGLI aS53 , ` / \ '•'1 \ r^-\ �+.- --1 _____ __ .--mac _0p_____>�r-� __!,S°// 77 ��.i /, / �` �. F 1�\ , 1 , yR . iL. J � i \ i �1 2TFR"CRETE — DU AD NTH 8' CHAIN LINK FENCE MTN 757( / ✓ _ 4. 71 F ) . / / SCREENS n AIR � OMH =229.1a - CB 221 \re ; UNIT MI4AFT HIGH FENCE LIMIT OF f ON CCNSTRVCIKN \ I 1\ \\ I 1 EXISTING BUILDINGOUNTED d AUTO SALES LIGHT 1 \ a SERVICE STAIRS- - F, ME,FR BULDiNG ` PROPOSED PORTE ! V \ T 1 COCHERE 1 I\ 1 AC UNIT WIN 4 I TCT FT HIGH FENCE DB , I / -229. PROPOSED DOCK I EWAIfSION NEW Er279.37 1 / GAS SEANCE\ `}PAD Y�. an RACIC "OISPLAAREA UNDER GROUND TRAFFIC MX I ; q 22S 79 1- I-z2r.o8 SIGNALIZE o i INTERSECTION SERVICE l ( 1 \ P DOOR SECURITY LIGHTS (/ )/•,- I 6 \\, \ TYPICAL on GONE AARREAR ' \ 223J 34, 744 SF SEE NOTE 7, _1 I r 1 I SEANCE DOOR i 7I EXISTING AUTO ?7 SERVICE BUILDING v/ F.F.E.e238.27 T / 5 _ '"• I CAROPY- DMH l2J32 -220.0 MW (M SAL BMW ' / I i / 4 ;FENCED - I I I DUMP57ER \ I I ., i i j ENO.[�5711PE � I ly..-i°•-- j I GH fl 7 REFER .ro CFIFFr 7 ; SP2 ' , ` v EXISTING SALES r , BUILDING y I I - I 11tRT (i 1 I y1 CONSTRUCTION AC UNIT ` • y I'1'Fl NEW PAVEMENT LYT�\ iVE1HI(dE OISPL4 �TGRAGE yAREA•, f I •�.510RA(2'AAREA fir--- --- ER --- �*?-------o-= = --- ------ - \ r' A, I SMERA 001207E B0lLK CDIANDDIIOIF AT ENTRY SHELBURNE ROAD - US ROUTE 7 d 4 Graphlc Sale Feet 30 0 30 60 —_- 90 1TO PLAN FOR CONSTRUCTION = LAIR I ; i (SEE DETAIL SHEET 3) I B FLATTEN EAISiNEG i 11 SLOPE TO A 8:1 I 11 \ \ NEWM, OF GRADING \ "M S LDAY \ !SEED ♦ I SMH II 2 a� 11 let7�OS � MEOOB+ OI GONG $LAB I i) !l `OMIT LEGEND PROPOSED SENOR MAINS AM SERVICES WATER MANS AND SERVICES ROOF DRAIN TOPOGRAPHIC CONTOURS IE4 PAYED DRIVE OR ROAD SANCUT PAVEMENT LIMIT OF CONSTRUCTION SENIOR CLEANOUI (CO) ROOF BRAN CLEANOUT (CO) 'ONSTRUCTION NOTES I.OMMACT DOCUMENTS THESE PLANS HERE PREPARED BY TRUDELL CONSUL77NG ENGINEERS (TCE) AND ARE INTENDED TO BE USED IN CONJUNCTION Ill/ THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, ,/'C-700 PREPARED BY WE ENGINEERS JXNT CONTRACT DOCUMENTS COMMITTEE. (EJCDC), LATEST EDITION. COPIES ARE AVAR.ABLE AT 2AINDERCROUND IMPROVEM17M THE LOCATION OF EXISTING UNDERGROUND U111IDES AND IMPROVEMENTS SHOWN ARE ASSUMED BASED ON RESEARCH' URUTY PLANS PROVIDED BY OTHERS AND/OR SURFACE EVIDENCE AVAILABLE AND HERE OBTAINED N A MANNER CONSISTENT MTH THE ORDINARY STµDAR OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY 7H OWNER OR THE DESIGN ENGINEER. 3D/FER9/G SUBSURFACE OR PHYSICAL CONDTONS IF CONTRACTOR BELIEVES THAT µY SUBSURFACE OR PHYSICAL CONDITION AT OR CONTIGUOUS TO TIN: 511E THAT IS UNCOVERED OR REVEALED EITHER: (1) IS OF SUCH A NATURE A TO ESTABLISH THAT ANY 'TECHNICAL DATA" ON WHICH CONTRACTOR REUED 1 MATERIALLY INACCURATE. OR (2) IS OF SUCH A NATURE AS TO REQUIRE A CHANGE N THE PLANS/ CONTRACT DOMWENM OR (3) DIFFERS MATERIALLY FROM )HAT SHOW OR INDICATED N THE PLANS/CONTRACT DOCUMENTS OR (4) IS OF AN UNUSUAL NATURE AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN PERFORMING ANY WORK IN CONNECTION IHEREMTH (EXCEPT IN AN EMERGENCY), NOTIFY OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOT FURTHER DISTURB SUCH CONOIDON OR PERFORM AN MIRK IN CONNECTION THEREMTM (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WrMY ORDER TO DO SD 4.UllU PRIVATE AND PUBLIC UnUTIES SUCH AS ELECTRIC. TE EPHONE GAS, CABLE FIBER OPTIC ETC. ARE THE RESPONSRIITY OF THE RESPECTIVE UTILITY COMPANY. µY INFORMATION SHORN BY TCE SHOULD GE CONSIDERED PRELIMINARY (USUALLY TO ASSIST MTH PERMITTING) FINAL DESIGN. CONSTRUCTION AND MAINTENANCE ARE THE RESPONSIBUTY OF RESPECTIVE UMUTY COAWANIES COMPLIANCE WITH EASEMENTS AND REGULATIONS (STATE AND LOCAL) ARE THE RESPONSOUTY OF RESPECTIVE UTUTY COMPANY. S00.4AM IN ACCORDANCE MTN WWONT STATE LAW (NSA TITLE 30 CHAPTER 86 AND PSB RBE IBM) THE CONTRACTOR SHALL BE RESPONSIBLE SITE AND MANTNNING DE3TGNATED MARKINGS DIGSAFE REQUIREMENTS SEE 10HjBIl2NWm &JOB 17E SAFETY' NVINER TIE PROFESSIONAL CONSULTING ENGINEERS (ICE)• NOR THE PRESE AND SUB CONSULTANTS AT A CONSTRUCTION CONTRACTOR AM ANY OTHER ENTITY OF TIEII T TRUDELL CONSULTING ENGINEERS (ICE) 479 EIdr PAdl RDtd PA. amL 30B (80R18794i31(pctra WotaN VemnK 05M M=07940$D%4 VWUs-fte Weba6 WWW.ThddK—%*AAa p�lee ou..r..oxa mr ua.ne an nam.4 a Pew,nPr n�P. .wWialen M�Mm �w uwgns a uttltlas. me/r gpow A•.Ne ,', w.e a .,�. '"°. -..a nreee a e,.e,,,nae �". e.aXm+Y � �. ��m• �. M.b.N T. ww/ balm aa.mmb m! ro G NTY meMabC aW eM wlde !MN, ...., ro mea, r«•me sale .T �-mu-� •. m N ro w ne1.4 ma a. na v-w.r. a r+n A.enN., me eFNe n,e,eO n.nVneN erwgl,I ro IMIM o/ ICE nveAFT F �RY J> a m.e nP.ne w e•Pwlw. a w PmAa. rN ae.r reene Ua tl-y neJ• n.N..W gpae6 u,a ame1M MF ,FJewIY e.�ro a u.. era Irv, .eeCmeee W mY eWaNe el.oeet awW.N m •.e m. (e7 Aa a,ms mY n.A�N B U\R `A\4 N S\ T/O N S O U T B U L N I C T F 0 ' Project Location EMPLOYEES IN CONNECTION MIN THEIR WORK OR ANY HEALTH OR SAFETY ➢RECAUTIONI NNE CLIENT AGREES THAT THE GENERAL CONTRACTOR IS SOLET RESPONSIBLE FOR J089TE SAFETY, AND WARRANTS THAT THIS INTENT SHALL BE MADE EVIDENT IN THE CLIENTS AGREEMENT IGENERAL CONTRACTOR. THE CLIENT ALSO AGREES THAT HE MADCLIENT, TCE AND ICES NO.CONSULTANTS SHALL BE INDEMNMED AND 0 SHALLBE MADE ADDITIONAL I �� DW INSURED UNDER THE GENERAL CONTRACTOR'S GENERAL LIABILITY INSURANCE NIVI� POLICY. R 7.CODES AND STANDARDS COMPLANCE` ICE SHALL EXERCISE USUAL AND CUSTOMARY PROFESSIONAL CAE IN ITS EFFORTS TO COMPLY NTH COOES STANDARDS REGULATIONS, AND ORDINANCES /N EFFECT. ME OWNER ACKNOWLEOGES THAT SUCH REOURZONN75 MAY BE SUBJECT TO VARIOUS AN CONTRADICTORY INTERPRETATIONS TCE, THEREFORE COWL ITS REASONABLE PROFESSIONAL EFFORTS AND JUDGMENT TO INTERPRET APPLICABLE REQUIREMENTS AS THEY APPLY TO THE PROJECT. ICY. HONEWR, CANNOT 0~ NY W A'q AND DOES NOT WARRANT OR GUARANTEE THAT ME PROJECT MU COMPLY WIN ALL INTERPRETATONS OF SUCH REQUIREMENTS = 7�7 ♦'_ =_ = &CONSTRUCTION OBSERVATTOM TCE MAY VISIT NE PROJECT AT APPROPRIATE LF INTERVALS DURING CONSTRUCTION TO BECOME GENERALLY FAMILIAR MIN THE % \` PROGRESS AND DUALITY OF THE CONTRACTORS WORK AND TO DETERMINE IF THE WORK IS PRECEDING IN GENERAL ACCORDANCE MTH THE CONTRACT DOCUMENT'S THE OWNER HAS NOT RETAINED ICE TO MAKE DETAILED IIIIIIIV\ INSPEC77CNS OR TO PROVIDE EXHAUSTIVE OR CONTINUOUS PROJECT REVIEW AND OBSERVATION SERVICES ICE DOES NOT GUARANTEE THE PERFORMANCE OF, AND SHALL NOT HAVE RESPONSIBILITY FOR, THE ACTS OR OMISSIONS OF Pf0)Nt2Tlle ANY CONTRACTOR, SUB -CONTRACTOR, SUPPLIER OR ANY OTHER ENTITY FURNISHING MATERIALS OR PERFORMING µY WORK ON THE PROJECT. ICE AUD SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL CM OVER THE CONIRACiS MIRK NOR HAVE ANY RESPONSIBUTY FOR THE CONSMC77ON MEANS METHODS IECHNIOVES SEQUENCES OR PROCEDURES OF THE CONTRACTOR. C/yT ITTLT TI2UpE � /"POR,T S01 M1 E7 N \LIE N IF THE OWNER DESIRES MORE EXTENSIVE PROJECT OBSERVATION OR FULL-TTM PROJECT REPRESENTATION. THE OWNER SMALL REQUEST SUCH SERVICES BE GENERAL NOTES I. SEE ARCHITECT PLANS FOR BUILDING DESIGN. 2. SEE 03 FOR LIMITS OF CONSTRUCTION. EROSION A DEMOLITION. 3SEE�EC7 FOR EXISTING CONDTWS OWNER., LEM FAMILY PARTNERSHIP. LLP P.O. BOX 4511 NURLINGTON. VERMONT OSIOB 1301-1325 Shelburne Road South Burlington, Vf S1Weet Ttae Construction Site Plan 00wt 87N 6Nl 201/0/8-51 EI.M dw. 3 P10JNLLTIWft-, AN VNIM11I AEAINPC Date) 03/07/2012 F.R. 223 Sale:. 1', 30' PLejeR Tel(allae t_ S 6B _ Xaldt _ 1011018c1c R4erb 19R, e \ Appmed 9 white + burke REAl ESTATE INVESTMENT ADVISDkS Founded in 1990 29 Yearn of Strategic Advice MEMORANDUM To: Ray Belair From: Stephanie Hainley Date: January 11, 2012 Re: Shearer Audi - Zoning Permit Submission Materials Enclosed please find the following materials and application for a Zoning Permit for Preliminary & Final Plat #SD-11-35 Findings of Fact and Decision: 1) Memo re: "Shearer Audi - Zoning Permit Application," from Stephanie Hainley, and dated January 10, 2012. 2) Zoning Permit Application, signed and dated 1/11/12. 3) Application feel: Check #44315 for $1,513.00 4) Site Plan Landscaping Escrow Agreement, signed and dated January 11, 2011. 5) Digital format of Sheet SP-1. Building Construction Cost $300,000.00 / 1,000 * $ 5.00 + $13.00 TOTAL FEE $1,513.00 168 Battery St., PO Box 1007 I Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com n", white+ Burke REAL ESTATE: INVESTMENT ADVISORS Fou rtded i ri 1990 20 Years tit Strategic Advice MEMORANDUM To: Ray Belair d From: Stephanie Hainle , p Y. Date: January 10, 2012 Re: Shearer Audi - Zoning Permit Application Enclosed please find the application for a Zoning Permit to construct an 858 sq. ft. auto sales addition and a 1074 sq. ft. porte-cochere at the Shearer Audi dealership located at 1301-1325 Shelburne Road & 3 Holmes Road. Per the Preliminary & Final Plat #SD-11-35 Findings of Fact and Decision, we have fulfilled the following conditions with this and previous submittals to the Department of Planning & Zoning. Condition #7: For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates that the expansion will generate 2.22 additional vehicle trip ends during the P.M. peak hour. • Per the email of 12/27/11 from Zoning Administrator Ray Belair, "the impact fee is zero (0) due to the credits." Condition #8: The plat shall be revised to show the changes below and shall require approval of the Administrative Officer. The plans shall be revised to note the correct size of the proposed addition. • Updated Sheet SP1 "Site Plan," prepared by Trudell Consulting, and revised 12/1/11 and Sheet D1 "Site & Landscaping Details," prepared by Trudell Consulting, and revised 11/15/11 were submitted and approved by Ray Belair on December 1, 2011. Condition #10: Prior to permit issuance, the applicant shall post an $8,500 landscaping bond. This bond shall remain in full effect for three (3) years to assure that the landscaping has taken root and has a good chance of survival. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 F: 802.862,3601 www.whiteandburke.com Per the attached Site Plan Landscaping Escrow Agreement, this condition has been met. Condition #13. The final plat plan (sheet SP1) shall be recorded in the land records within 180 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. Prior to recording the final plat plan, the applicant shall submit a copy of the survey plat in digital format. The format of the digital information shall require approval of the South Burlington GIS Coordinator. Attached please find the digital format of Sheet SP-1. We respectfully request approval of the GIS Coordinator. A hard copy will be provided for Board Chair signature prior to recording. With this submission, we believe the conditions to be sufficiently satisfied to obtain a Zoning Permit. Thank you! Page 2 of 2 South Burlington Planning Zoning New Non -Residential Construction Impact Fees Project Completed by April 1, 2011 07 90"� Project Name & Address 1325 Shelburne Road Property Owner Lewis Family Partnership Effective Date TOTAL IMPACT FEE $0.00 Value of New Construction: Tvne of Construction Type of Use Fireproofed Steel Skeleton or Reinforced Concrete Masonry or Concrete SF Bearing Wall Structure Wood Frame SF Structure SF Pre -Fab Steel Structure SF Industrial/Manufacturing S66 S69 S65 S64 Engineering & Research S88 S96 S93 S88 General Office S123 S113 silo S104 Medical Office S133 S71 S69 S67 General Retail S84 S54 S51 S41 Auto Service Facilitv S84 858 S81 S78 Elder Care Facility 102 S74 S72 S72 Motel S74 S72 572 IJ Sprinkler credit? (Enter 1 if yes) Total Value of New Structure: Total Value of New Structure & Contents: Current grand list value of property: Past payments credit: Post construction value of structure & land Future payments credit: Base fee: NET FIRE PROTECTION IMPACT FEE: PM Peak Hour VTEs Past payments credit: Future payments credit: OTHER CREDITS: ROAD IMPACT FEE: 2.22 . $2,�59•89 $991.04 1 $627,872 $1,569,680.0 $1,666,600 $1,233.28 $1,738,672.00 $17.39 $946.52 $0.00 12/19/2011 Ci,, of South Burlington Grand L_ c Page 1 of 1 09:27 am Parcel Report ray For Parcel: 1540-01325. LEWIS DAVID MANAGING PARTNER Name LEWIS DAVID MANAGING PARTNER LEWIS FAMILY LTD PARTNERSHIP P O BOX 4511 BURLINGTON VT 05402 � Location 911 1325 SHELBURNE RD Tax Map 51-001-000 Codes: (1) (Category)C (Equipment) (Owner)C Wood Crop Pasture Other Site Total Acres: 0.00 0.00 0.00 0.00 0.00 1.72 Real Land Building Equipment Inventory Values: 1,666,600 1,110,800 555,800 0 0 Homestead Veterans Farm Stab. L.U. Acres Land Use 0 0.00 0.00 0.00 0.00 Contract Lease Prev. Eqpm Land Use Amt Prev. Real 0 0.00 0 0.00 1,666,600 Housesite Special Exmp Grand List 0.00 0.00 16,666.00 Misc: Status: T Bill #: 54201 Updated: 06/14/2011 Last sale was: Invalid on 10/01/1999 for $0 recorded on 467/613 Grievance Info: Flag: N Remarks: (1) Misc Fields: (0): 150403000 (6) : Y (8) : N (9): 10/23/00 SPAN: 600-188-13736 white+ Burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 20 'Fears of Strategic Advice MEMORANDUM To: Ray Belair From: Stephanie Hainley Date: November 30, 2011 Updated December 1, 2011 Re: Shearer Audi - Fulfillment of Permit #SD-11-35 Condition #8 Per the Preliminary & Final Plat Application #SD-11-35 Findings of Fact and Decision condition #8, we are submitting revised plans to reflect the changes stipulated in the decision. • Sheet SP1 "Site Plan," prepared by Trudell Consulting, and revised 12/1/11. • Sheet D1 "Site & Landscaping Details," prepared by Trudell Consulting, and revised 11/15/11. With this submission, we believe the condition to be sufficiently satisfied. We plan to proceed with recording of the final plat, per condition 13, unless we hear from you otherwise. Thank you! 168 Battery St., PO Box 1007 Burlington, VT 05402-1007 i P: 802.862.1225 F: 802.862.3601 www.whiteandburke.com r white+ Burke REAL ESTATE INVESTMENT ADVIS Rb Founded in 1990 20 Years of Strategic Advice ®IMI ' ' i1111N TO: Ray Belair From: Stephanie Hainley Date: November 30, 2011 Re: Shearer Audi - Fulfillment of Permit #SD-11-35 Condition #8 Per the Preliminary & Final Plat Application #SD-11-35 Findings of Fact and Decision condition #8, we are submitting revised plans to reflect the changes stipulated in the decision. • Sheet SP1 "Site Plan," prepared by Trudell Consulting, and revised 11/15/2011. • Sheet D1 "Site & Landscaping Details," prepared by Trudell Consulting, and revised 11/15/11. With this submission, we believe the condition to be sufficiently satisfied. We plan to proceed with recording of the final plat, per condition 13, unless we hear from you otherwise. Thank you! 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com l southburlinoon PLANNING & ZONING November 2, 2011 Stephanie Hainley White + Burke Real Estate Investment Advisors, Inc. P.O. Box 1007 Burlington, VT 05402-1007 Re: Final Plat Approval #SD-11-35, 1301-1325 Shelburne Road Dear Ms. Hainley: 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 1, 2011 (effective 11/2/11). Please note the conditions of approval, including that tho fliiu'I plat plan must be r ecor ded in the iai id records (in i i i iyiar fur i i iaat) witiiii � ivv days (must be submitted to me in time for recording along with a $15 recording fee by April 30, 2012) or this approval is null and void. If you have any questions, please contact me Skyvmond R lair Administrative Officer Encl. CERTIFIED MAIL- RETURN RECEIPT: 7010 0290 0000 2215 4221 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com i .tArm Wq7 ftlii �O'dn southburlington PLANNING $ ZONING Permit Number SD- -V (office use only) APPLICATION FOR SUBDIVISION PLAT REVIEW September 15, 20111 A Preliminary A Final PUD Being Requested? I Yes ❑ No All information requested on this application must be completed in full. Failure to provide the requested information either on this application form or on the plans will result in your application being rejected and a delay in the review before the Development Review Board. 1.OWNER(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax #) Lewis Family Limited Partnership, LLP, PO Box 4511, Burlington, VT, 05406; Phone: 802-310-4995 2. LOCATION OF LAST RECORDED DEED (Book and page #) Book 731, pgs 431-433 3. APPLICANT (Name, mailing address, phone and fax#) Badge Motor company dibiai Audi South Burlington, PO Box 566, S. Burlington, Vermont, 05402; Phone: 802-651-0211; Fax: 802-651-0239 4. CONTACT PERSON (Name, mailing address, phone and fax #) Stephanie Hainley, White + Burke Real Estate Investment Advisors, Inc., 168 Battery St., PO Box 1007, Burlington, VT, 05402-1007; Phone 802-862-1225 x16, Fax: 802-862-3601 a. Contact email address: shainley@whiteandburke.com 5. PROJECT STREET ADDRESS: 1301-1325 Shelburne Road, So. Burlington 6. TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01301/1540-01325 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com 7. PROJECT DESCRIPTION a. General Project Description (describe what you are proposing): Approximately 868 SF in -fill expansion of Audi showroom, 900 SF open-air porte-cochere for service & minor site changes. b. Existing Uses on Property (including description and size of each separate use): Automobile sales, service, and repair: approx. 36,883 SF (including 2nd floors and mezzanines); Approx. 29,253 SF (excluding 2nd floors and mezzanines). c. Proposed Uses on property (include description and size of each new use and existing uses to remain): No change to existing, approved use. d. Total building square footage on property (proposed buildings and existing buildings to remain): Proposed gross building area (existing + proposed) : 37,741 SF (including 2nd floors and mezzanines); 30,111 SF (excluding 2nd floors and mezzanines). e. Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine): Audi building (existing and proposed): 21' maximum; Acura building: No changes f. Number of residential units (if applicable, new units and existing units to remain): None g. Number of employees (existing and proposed, note office versus non -office employees): No change. h. Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): Will require a waiver of the front yard set back requirement for the Audi showroom addition. Located in Traffic Overlay zone and Bartlett Bay Watershed Overlay zone. i. List any changes to the subdivision, such as property lines, number of units, lot mergers, etc. N/A Subdivision Application Form. Rev. 12-2010 (Please see Sheet SP1 "Site Plan" for all lot coverage information a. Size of Parcel: (acres /sq. ft.) b. Building Coverage: Existing Proposed square feet % square feet % c. Overall Coverage (building, parking, outside storage, etc): Existing square feet % Proposed square feet % d. Front Yard Coverage(s) (commercial projects only): Existing square feet % Proposed square feet % 9. WETLAND INFORMATION a. Are there any wetlands (Class I, 11, or III) on the subject property? ❑ Yes A No b. If yes, is the proposed development encroaching into any of these wetlands associated 50' buffers (describe) N/A c. If yes, please submit the following with this application: 1. A site specific wetland delineation of the entire property or a written statement that the applicant is relying on the City's wetland map. 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) 10. AREA DISTURBED DURING CONSTRUCTION: 28,274 SQ. FT. * *Projects disturbing more than one (1) acre of land must follow the City's specifications for erosion control in Article 16 of the Land Development Regulations. Projects disturbing more than one (1) acre require a permit from the Vermont Department of Environmental Conservation. 3 Subdivision Application Form. Rev. 12-2010 11. COST ESTIMATES a. Building (including interior renovations): $ 300,000 b. Landscaping: $ 9,107.50 (Please submit itemized list of landscaping proposed) c. Other site improvements (please list with cost) Regrading, paving: $15,000 12. ESTIMATED TRAFFIC a. P.M. Peak hour for entire property (In and out): 97.75 trips per ITE Land Use Code 841 (auto dealerships) 13. PEAK HOURS OF OPERATION: 8:00am - 5:30pm 14. PEAK DAYS OF OPERATION: Monday -Friday 15. ESTIMATED PROJECT COMPLETION DATE: December 31, 2012 16. OWNERS OF RECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this shall be provided on a separate attached sheet and on pre -stamped and pre - addressed envelopes. The city will add the return address). 17. PLANS AND FEE Plat plans shall be submitted which shows the information required by the City's Land Development Regulations. Five (5) regular size copies, one reduced copy (11" x 17"), and one digital (PDF-format, on compact disk) of the plans must be submitted. A subdivision application fee shall be paid to the City at the time of submitting the application. See the City fee schedule for details. Subdivision Application Form. Rev. 12-2010 1 n I I hereby certify that all the infoa ' r e ted as part of this application has been submitted and is accurate to the best of my know( now(ed SIGNA F APPLICANT )tk,/ ► D A . Lt v\J i S PRINT NAME SIGNATURE OF CITY OF SOUTH BURLINGTON PRINT NAME Do not write below this line DATE OF SUBMISSION: ` I have reviewed this preliminary plat application and find it to be: 7/complete ElIncomplete d Administrative Officer The applicant or permittee retains the obligation to identify, apply for, and obtain relevant state permits for this project. Call (802) 879-5676 to speak with the regional Permit Specialist. 5 Subdivision Application Form. Rev. 12-2010 South Burlington Fire Department 575 Dorset Street EJ COPY South Burlington, Vermont 05403 802-846-4110 October 28, 2011 Mr. Ray Belair, Planning and Zoning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 Re: Proposed Expansion South Burlington Audi/VW Dear Ray: I have reviewed the plans for the proposed addition(s) to South Burlington AudiNW at 1301 — 1325 Shelburne Road. They seem to be pretty straight forward. I have the following recommendations: 1. Compliance with all requirements of Vermont Division of Fire Safety codes and standards. 2. Any additional trees, fences and floral outcroppings should be placed so as not to interfere with the deployment of the aerial ladder, hoselines, portable ladders and other firefighting equipment. At this point these seem to be the major issues which present themselves. As this project moves forward additional items may surface which could be dealt with as needed with the assistance of the contractor and the Vermont Division of Fire Safety. Should you need any further assistance on this project please feel free to contact me. Sincerely, -D.gj�ms s. E Douglas S. Brent Fire Chief CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD \drb\staffcomments\ 2011\ SD_11_23_ 1301 ShelburneRd&3HolmesRd_BadgeMotorCo_prelimfinal DEPARTMENT OF PLANNING & ZONING Report preparation date: October 25, 2011 Application received: September 19, 2011 BADGE MOTOR CO 1301-1325 SHELBURNE RD & 3 HOLMES RD PRELIMINARY AND FINAL PLAT APPLICATION #SD-11-35 nda #3 Meeting Date: November 1, 2011 Owner Lewis Family Limited Partnership, LLP PO BOX 4511 Burlington, VT 05406 Contact Person Stephanie Hainley White & Burke Real Estate Investment Advisors 166 Battery St. PO Box 1007 Burlington, VT 05402-1007 Location Map Applicant Badge Motor Co d/b/a Audi South Burlington PO Box 466 South Burlington, VT 05402 Property Information Tax Parcel 1540-01301 Tax Parcel 1540-01325 Commercial 1-Automobile Zoning District CITY OF SOUTH BURLINGTON 2 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Badge Motor Co, hereafter referred to as the applicant, is requesting preliminary and final plat review to amend a previously approved planned unit development consisting of a 36,883 sq. ft. auto sales and service complex and a fire station. The amendment consists of constructing an 858 sq. ft. auto sales addition and a 900 sq. ft. porte-cochere, 1301-1325 Shelburne Road & 3 Holmes Road. The project was reviewed at the sketch plan level on September 6, 2011. COMMENTS Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on September 19, 2011 and have the following comments. Zoning District & Dimensional Requirements ZONING DISTRICT & DIMENSIONAL REQUIREMENTS Cl Auto Zoning District Re wired Proposed Min. Lot Size 40,000 SF 5.3 acres Max. Building Coverage 40% See note below Max. Overall Coverage 70% See note below 4 Min. Front Setback Shelburne Road) 50 ft. Approx 20 ft. Min. Front Setback Holmes Road 30 ft Approx 20 ft. Min. Side Setback 10 ft. >10 ft. E Front yard coverage Shelburne Rd 30% 55.7% Front yard coverage Holmes Road 30% 26.4% Zoning Compliance Y_ Pre-existing non-compliance; the front yard coverage for Shelburne Road is being reduced slightly with this application t6 The applicant is seeking a front yard setback waiver for the proposed addition which will be within the designated 50 foot front yard setback of Shelburne Road. 1. The Board grants the applicant's request for a front yard setback waiver of 30 feet with deference to the recent widening of the adjacent road, and in order to provide a closer, more pedestrian -scaled relationship with the road. The applicant is providing a new walkway from the building to the sidewalk to enhance compliance with this goal. There are no changes to the proposed height of the building. SUBDIVISION CRITERIA CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project - According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. There are no changes to the water or sewer provisions. No additional allocation is needed. 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 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 property is located within the Stormwater Management Overlay District and may be subject to low impact development standards. The applicant has worked with the City Stormwater Superintendent (memo attached from Tom Dipietro, dated October 19, 2011). It appears that the proposal will not create any additional impervious surface area and is below the threshold for review under these standards. Therefore, no additional stormwater management techniques or plan changes are necessary, the applicant should obtain written acknowledgement from the Stormwater Superintendent. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads Access to the subject buildings exist from one curbcut from Shelburne Road and one from Holmes Road which also serves as a very important secondary access to an abutting property on Shelburne Road. There are no additional impacts expected related to turning movements on either road. The applicant shall pay any additional traffic impact fees for the small expansion. 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 plan does not depict any wetlands, natural areas, or unique natural features on site. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 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 districts) in which it is located Staff finds that the proposed use and design of the project meets this criterion. The proposed use is directly related to continued support of automobile sales in a commercial area. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. There are no streams or stream buffer areas on the site or immediately adjacent. The subject parcel is located along a transit corridor in a densely developed commercial area. Natural open spaces are minimal as expected. Staff has already stated that the Stormwater Superintendent has reviewed the plans for stormwater management controls. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided The Fire Chief has reviewed the plans and has no comments. 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. There are no changes to roads or recreation paths necessary as a result of this application. The new walkway will connect with an existing sidewalk. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards There are no changes to roads or recreation paths proposed as a result of this application. Any additional utility lines necessary shall be underground. 3. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff has already stated that the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLANREVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following_ general review standards for all site plan applications: CITY OF SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING 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. Access on the site, as well as transition within is adequate. Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (u) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of building(s) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the building(s) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the building(s) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The majority of the site is pre-existing. Therefore, subsection (b)(iv) applies. The proposed expansion is minor in size relative to the entirety of the property and does not meet a threshold to warrant the movement of what parking already exists. Furthermore, the parking spots closest to the road are reserved for vehicle display and not parking, as is common for automobile dealership use. Staff does not propose any changes to the parking layout on site. CITY OF SOUTH BURLINGTON 6 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The applicant has been parking vehicles for sale within the driveway on Shelburne Road. This is expressly prohibited. 4. Parking of vehicles for sale within the driveway (access from Shelburne Road) is expressly prohibited. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. The 38,904 square feet of automobile sales and service use requires 78 parking spaces. 89 spaces are provided for customers and employees. This is sufficient to meet the requirement. 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. There are no changes proposed to the height of the existing building. The addition is within the 35' height maximum for the zoning district. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles The applicant has submitted architectural elevations. The Board reviewed these in relation to this criterion at the sketch plan review. There were no issues at that time and there are no changes to the proposed elevations since the sketch plan review. 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 architectural elevations. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations' The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb cuts onto an arterial of collector street, to provide additional access for emergency or other purposes, or to improve general access and circulation in the area. Staff does not find the reservation of any additional land is warranted as part of this application. As previously noted, there is an access easement and private roadway to an abutting property to the north. CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). The plans shall show dumpsters or other waste facilities, adequately screened. Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. Snow removal areas are shown on the plans. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. Based on construction costs of $300,000, the minimum landscaping budget shall be $8,500. The applicant is proposing $9,107 in new landscaping. The applicant has submitted landscaping plans and details. The City Arborist has reviewed the plans but has not yet provided comments. These will be available by the hearing. The applicant shall adhere to the comments of the City Arborist. Where necessary, the plans shall be revised. Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. The applicant has submitted lighting cut -sheets. All lighting is downcast and shielded. Flood lighting is expressly prohibited. CITY OF SOUTH BURLINGTON 8 DEVELOPMENT REVIEW BOARD DEPARTMENT OF PLANNING & ZONING Staff recommends that the Board approve Preliminary and Final Plat application # SD-11-35 of Badge Motor Co., subject to the conditional items included in this staff report. Respectfully submitted, vjw'-�� Cathy nn LaRose, AICP, Associate Planner white+ burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 20 'dears of Strategic Advice MEMORANDUM To: South Burlington Planning & Zoning Development Review Board From: Stephanie Hainley Date: September 15, 2011 Re: Shearer Audi - Preliminary/Final Plat Application This application proposes to expand the Audi showroom, add an open-air porte chochere, and make minor site changes. This was reviewed by the DRB on September 6 at Sketch Plan and we are seeking Preliminary & Final Plat review from the DRB at the next earliest meeting date. Waiver Request As part of our application, we are requesting a waiver of the minimum front yard setback. The front of the Audi building is currently +/- 20 feet from the front property line. Prior to the state taking land for the Shelburne Road widening project it was set back +/- 30 feet. We are proposing to infill a portion of the existing "notch" in the front of the building with an addition that would have a front line consistent with the existing frontline of the building. Due to the inf ill nature of the proposed addition we respectfully request the setback waiver to accommodate this 858 SF showroom expansion. During Sketch Plan review, the Board requested a pedestrian connection because the building is close to Shelburne Road; as shown on the Site Plan, that walkway has been added and will connect to the existing sidewalk along Shelburne Road. Site Plan Lot Coverage: The existing conditions of the site exceed the lot coverage requirements. The revised site plan proposes to convert current areas of pavement or gravel to pervious surfaces to come into conformance with the 70% maximum lot coverage requirement. The Board noted that the front yard coverage along Shelburne Road exceeds the maximum allowed under zoning. As we explained, this 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.coni is due to the Shelburne Road widening project; the front yard coverage was previously approved to allow a maximum of 57.3% front yard coverage along Shelburne Road for this property. The proposed plan decreases this slightly - now 55.7% front yard coverage - to bring the project closer to conformance. Vehicle Display & Storage Areas: This updated plan also reflects a more accurate representation of the vehicle display and storage areas on the plan. Vehicle Display & Storage Areas are shown as fields, rather than with parking lot lines, to represent the dynamic nature of the automobile sales displays. Per the note on the plan, the placement of vehicles within the Vehicle Display & Storage Areas are subject to change and remain flexible for evolving marketing and sales strategies. Accessory Structures: Based on staff comment, the plans have been updated to include the storage units behind the Audi and Acura buildings, as shown on the Site Plan. Circulation and Grading Changes: Since Sketch Plan, we have refined the design of the area around the porte cochere (this can be seen on Sheet D3 "Erosion & Demolition Plan") to improve circulation and access. By adding a small retaining wall, smoothing out the grading, relocating the light pole, and shifting the curb, the turning radius at that location is greatly improved. Other Materials & Information Li hting Plan & Fixtures: Per the request of the staff and the board, we have included a lighting plan for the site. The only new fixtures are the four Prescolite recessed fixtures under the new porte cochere (see attached cut sheet). The previously -approved Citation light pole (fixture D) is being slightly relocated with the site changes being made around the porte cochere that will improve circulation and the turning radius around the curbed island (cut sheet attached). Cut sheets of the spotlighting fixtures for the interior of the showroom are also attached, per the board's request. Among other low background lighting for general safety and operations, these recessed spot fixtures will be the main lighting source and will provide museum -like feature lighting in the showroom. Architectural Elevations: Please find the elevations attached that show the detail represented in the artistic rendering previously submitted. Landscaping: The landscaping plan and budget are based on the percentage of the construction budget as follows: Total Building Construction or Building Improvement Cost % of Total Construction/Improvement Cost $0 - $250,000 $250,000 3% $7,500 $250,000-$500,000 $50,000 2% $1,000 $300,000 $8,500 PROVIDED $9,107.50* Page 2 of 3 Gross Building Area: Previous calculations of the gross building area on this site were inaccurately measured. As a part of this amendment, we have calculated the accurate square footage of both the Audi & Acura buildings that includes the enclosed building area measured from the exterior face of exterior walls, as follows: AUDI First Floor* 18,589 Second Floor 5,038 Total Square Footage 23,627 ACU RA First Floor 11,522 Second Floor 1,173 Service Parts Mezz 1,419 Total Square Footage 14,114 TOTAL SITE SF 37,741 *Includes expanded showroom proposed in this application. Municipal Sign -offs: Prior to meeting with the Board, we will work with and obtain the necessary approvals for water, wastewater, City Engineering, Stormwater, and Fire Chief. Traffic Overlay District: This property is located in the Traffic Overlay District and will not exceed the maximum allowable trips, per the below: MAXIMUM TRIPS ALLOWED Lot Size 216,058 SF Overlay Zone 2A Allowable trips per 40,000 SF 20 trips Maximum Trips Allowed (216,058/40,000) * 20 108.03 trips TRIP GENERATION Land Use Code 841(Auto Dealerships): 2.59 PM peak hour trips per 1,000 SF Existing 36,883 SF / 1,000 SF * 2.59 95.53 trips Proposed 37,741 SF / 1,000 SF * 2.59 97.75 trips Thank you for your consideration and we look forward to meeting with you soon! Page 3 of 3 Page 1 of 1 Cathyann LaRose From: Tom Dipietro Sent: Wednesday, October 19, 2011 8:37 AM To: 'Cathy'; ray Cc: Debra Bell; shainley@whiteandburke.com; Justin Rabidoux Subject: Stormwater comments on Audi South Burlington - 1301-1325 Shelburne Road Application Cathy, I have reviewed application materials for the Audi South Burlington - 1301-1325 Shelburne Road application forwarded tome by Debra Bell on 10/14/11. 1 would like to offer the following comments: 1. Sheets SP1 (dated 6/15/11 and last updated on 10/5/11) and EC1 (dated 4/22/11 with no revisions) show an "approximate boundary of Bartlett Bay watershed overlay district" on the east side of Lewis Road. The boundary is actually on the west side of Lewis Road. Therefore, this entire project is within the Stormwater Management Overlay district and must comply with section 12.03 of the City's Land Development Regulations. 2. As per section 12.03.B(2)(a) any application that will increase the total impervious area on an applicant's parcel by less than 5,000 s.f. is exempt from the requirements of section 12.03. It appears that the application will not create any new impervious area. The proposed rooftops and concrete vehicle display areas are on top of areas that already contain impervious surface (asphalt parking and driveway). The applicant should confirm that the total impervious area will be increased by 0 s.f. 3. The applicant is encouraged to implement Low Impact Development (LID) techniques as described in the City's "Low Impact Development Guidance Manual". Example practices that might be applicable to this application include: runoff storage practices (e.g. rain barrels, cisterns, underground storage, or green roof), infiltration practices (e.g. porous asphalt or concrete), or filtration practices (e.g. bioretention/rain garden). Thank you for the opportunity to comment on this application. If you have any questions on the above comments please contact me. -Tom Thomas J. DiPietro Jr. Stormwater Superintendent South Burlington Stormwater Utility 104 Landfill Road South Burlington, VT 05403 Phone: (802) 658 - 7961 Fax: (802) 658 - 7976 email: tdigietro@sburl.com < www.sburistormwater.com > 10/25/2011 Shearer Audi - Showroom Expansion Amendment Conceptual Architectural Rendering 9/15/11 RON-209.77 TO 1, /NTMr sEW197 / .. _ . / 1jON EAT, OF _ -2 LEGEND 01=205.2 RAllA0A0 +/-- 500 • r-234.90 '.... .. IWT=ZOOS i DOWN HOLMES ROAD I=224.60 (Di57 LAKEWOOD SHELBURNE RDA 12J3 PROPOSED BENCH MARK tt .. 21e- L I ._ .. Rta 1 ,/! „t¢ 9�A qy1 y I BURLINGTON, VT. 05403 SEWER MAINS TOP NUT HYDRANT I I . SWIH SIDE HOLMES \ I -_. D _ _ _____ _____ _ /--- __ __ _ _ -__ ___ „_1L--__ ________ _____yyL_ ___ __qb." AND ROAD, EL = f00.00 1 --"'t�''9T8f6W BRANI`'__ _-_-___�__2L___-____ _{k--___ 9- - .>•- Iz. _ roCONiD11R51� _ 6' ------------ WA1ER MAIN _____ ________ _ _ i PAYED DRIVE OR ROAD --- - --- --- --------- -- i-CS >F�~ - ' '• ;'� • `r` -2198B L ! ✓: h DM GRAYfl. DRIVE OR ROAD =ICI 1 1 1 STORM -- 1_- .-.. _ 1}_ _ /-229.0 PAYED DROVE OR ROAD _ I i _.�._n__.. ----`- WITH CURB I; ar P SEW'En 7HE CITY OF STORM I ` SOUTH BURLWGTON I - SEWER CLEANDU(CO) POWER POLE ' q1 1 FIRE STATION r' FIRE NET. 2 ; `� ' OIL/WAIER SLAB EL. +• OFPARTAIFNT �' �,� 22' .- LEWIS MOTORS. )HG I ".. i I LUMINAWE T NN GN.v. J 1 SEPARATOR 218.3+/ y / NEW LAW 2301-1325 SHELBURNE ROAD 1 ` . - i I (SEE DETAIL 94EET J) /�t U.S. ROUTE 7 4't YD6CLE DISPLAY Q I I ,1 - {, �, I PROPOSED TrT VIED. -----__Up_______ ___Up_____. __ ,� 1 ..I I ., STORAGE re1I4.61 I -UNy' i µ 5 i ) ' 'A w F as}l ¢ r�x:�..)L , 4t UP Y �, i I } 1 � - ' ' , FU M4 AGAWSr CURB Co TION SITE HIEC"A 1 ` "a "� I. OWNER OF RECORD: LEWIS FAMILY PARTNERSHIP, LLP TIN=270.8 11 F - _ • __- 20 i„ Q I, ___W___y^ P.O. BOX 4311 LOUT-2f0.6 , , -• i -I-- - / _�,-�__C__ ro____Y.1_..- . ,J t f - I 14`{ LAWN BURLINGTON. YERMON7 05406 1 \. 1 1 *` '�`&' " 1 �• I t' I DETAIL 9W J) 2.APPUCAN/: BADGE MOTOR CO CB 1 1 1 Show 1 STORAGE*-., i d/b/P/ AU01 SOUTH BURLINGTON 21466 1 1 - y'�) 1 REMOVAL l 1 I 1 P.O. BOX 486 >' �3 M2I0.9 ; Ye �p ', /, a" y ., J ARFA ? i � Zt>;` .. +. - I. SOUTH BURLINGTON. VERMONT 05402 1, LJ JTAX PARfjI. b: 1340-OI3O7 ! 1510-01325 -1 I:ONCRETE BLOCK I I r 8r200STTOR j 22.0 j 4.R YSICAL ADDRESS OF PROPERTY I301 A 1325 SHELBURNE ROAD MISIT 1 TTi , . RETAINING WALL 4' N IIICI I U-1 A Y A S IORAGF ARFA - I m I it I i EXISTING yLOE/17� Y n.n^ _.... r. 205r10' CONCRETE -� I I S. PARCEL SIZE 0.9f ACRES 1, 1'1'II +- T E.o•• _..�...:......... i � i B ZONING DISTRICT. COMMERCIAL 'CI-AUTO" NEW EDGE ✓ '' �- ._ _- I - r• ] ] S�t1NK FENCE WITH I ' i FENCED I \ ENCLOSER 7. PLACEMENT ON VEHICLES YININ SHE VEHICLE OSPALY AND STORAGE AREAS ARE 11 W 1 L _ SCREENER PAD W1H B' ENCLOSURE NpA I I - STRATEGIC CHANGE AND MUST REMAIN FLEXIBLE FOR EVOLVING MARKETING AND SALES '� - - - - -• - �T -- % 2i77 �w - �ATERRr of ! SURVEY i�OTE� !�•' TRIC7 -_ I 1 EMSRNO CON007MS AS OF TILE DATE OF SURVEY. TOPOGRAPHIC INFORMATION SHORN IS 1 a r=226.6 IOIL/WAI ... k''I f'1 r O*RLAY DIS "' �/ �:SALi AND- J SERVICE '.J SEPARATOR STAIR TO iAt .. STORAGE BASED ON A FIELD SURVEY USING A 70PCON TOTAL STATION, PERFORMED BY i7TUDELL ty I I -7 OOF _. . NEW LAIWIT I � I I CONSULTING ENGINEERS IN 1002 AND UPDATED APRIL 2011. i (SEE OEME ^I f' p rf I I L 2. YER7ICAL DATUM 15 ASSUMED. '11 Mari 3) N i ¢ (' DOOR I : A ' I : SECURITY �• R.OW A`; AO SEA' i - pE b0 Nor 1S _ TLIGHTS YPICAL 1 smENTELOT COVERAGE: '-231.7J YEMCI.E DISPLAY k !. BLOCK U. L� i 1 1 1 I 57Q1 :. 4' HIGH TOP I, cB t- ` tI1 I o �-- I • i PROPOSED AUO/AWRA r STORAGE AREA SEE BLOCK f 0 P u 1-2273 NOTE 7 � 3 4}[' LOi SIZE 2J6058 S.F. - 4.86 ACRES BUILDINGS a . OR I.E9R 11 OMH CB- OTHER 12/.099 SF OR Wjj 7NR -229.18 22828 j i - I I � I �Aj.' TOTAL COVERAGE 70.Df[ Ir226. IS 3 I I \ f 1 ti DOOR CITY OF SOUTH URLINGTON 8LOT SZE 8 E DEPARTMENT. OR ALES BURIEDON -� i 1 I BUILDINGS 3.617 S.F. OR 16.5R EXISTING AUTO / ' w OTHER 7.421 S.F. OR 41,0 FPT2.27 SERVICE BUILDING I i / TOTAL COVERAGE 50.3E ry F.F.E.-238.27 PROPOSED COMBINED PARCELS '1� 1 EXISTING AUTO I �. TOTAL SIZE 237,927 SF - 5.46 ACRES tt SALES k SERVICE D'° E ls. r» I BGILDWcs J3, ]ze SF. oR 14.29 b. BUILDING 1 6 -._ C.D. 1 I 2J7.53 i OTHER 1 28,519 IF. OR Sl.Oj SERVICE -(-Y I I 1-234.93 / TOTAL COVERAGE it= F.F.E.-230.Of DOOR '� sores , ' I I BOLLARDS AT ELEC. METER '�. CANOPY CORNERS }f I r < i i FRONT YARD COVERAGE . 1 1 I I SHELBURNE ROAD 573X MAX COVERAGE BASED ON PRIOR APPROVAL PROPOW POW CONCRETE TEXTURED g K' _ - AE19 LAWN RSTA( 92E 23,750 IF. w 0.5 ACRES 1 COOl� WALL WITH iFXRARED d _ }. I - -. OETAR 9iFT J) TOTAL IMP. 14225 IF. OR 55.711 1074 u A A' EXPOSED FACE A CANO°r RAILINGYj �II -AC UNIT NTH 4 RELOCATED LIGHT POE 1 AREA U I -239� NIXMES ROAD JO.Oi MAX COVERAGE I 1 I \ REMOVAL. �'� - i 1- TOTAL SIZE 11,000 IF w 0.25 ACRES CB .t TOTAL PWP. 2911 S.F. OR 26.4R 11 FT HIGH FENCE 2K.32 ? BASE A CONDUIT y' M i tt' ti - '1 CONCRETE ' " I % �� NKWJI62 �9 \ EXISTING SALES tl ` L:6BD51R AUTO SALES A SERVICE 2 PER 1000 Sr GFA 1 LOADING DOCK I : I EVANMpi NDR \\I Ili BUILDING -TI START FLATTEN EM51WG 37.741 SF/f000 r 2 = ]B SPACES REQUIRED 1 am if. G,wl30.JJ r \ 1 21+ SLOPE TO A Al F.F.E.w238.Ot •-•A• i gOPE WSTDMER/EMPLOYEE e, 89 SPACES PROVIDED CONOI1ElE _ I ` -GAS SERVICE PAD 1 , 1 11 II ' I I \ k I M 11m• I CUSTOMER WAY PARIUNc I AC uN1r `, y� r GENERAL NOTES: II Y 11 I ICE I I T ` 1~-I� / 1. SEE ARCHITECT PLANS FOR BUILDING DESIGN. •'k j Off RACK � 1fEH h NEW PAVEMENT OMIT, REGRADE i � IY'1 I OMITS OF GRADING SUSASE R COMPACT III i jly I�C.O LNEW � A g� 2. SEE OJ FOR LIMITS OF CONSTRUCTION. EROSION B DEMOLITION. I II f SI •A1 __ �6W; ,y} VEHICLE DISPLAY A STORAGE AREA _ I { 1 N ( r y 7. 1 h VEH OR DISPLAY h x1 L �� I 3. SEE EC FOR EXISTING CON nONS >__ _ N 7_ Y i_ __7'1l•.-...l11111F...__ I -Pro - i 1 O IIDUH Y I I `--_A� ! BOULDER -- M1 I - 5t. ..A,,,III 11( ti ' 4. SEE Ll FOR NEW UCN TING 1 I , , �� I ---- - � '1 - _�_`---\ POLE _-To __ �_x� - .=STORAGE A� 1) �23A65 II N AI , -2 +_ r=22S85 - ____ _ _ _ , 4� A • i1 I=8TS05 I 1 - - - 1 I ��y_- --- H e 0 .1 F rM �,• ) I/ METER CA0AkT ON CONC. 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I RECOINEcnDN W BUILDING y } T `�b� THEN RESET TO )a; M i�'4 IN CTION 1 9cNAuzE 1 SEWER SERVICE CONNECTION ) i 1 CONTRACTORTO LERIFr SHELBURNE ROAD - US ROUTE 7 1 LOCATIONNTar A IN OF WE / EXISTING SER SESE R m AND I NDI9ti 174C9lEOF nINOWGt - SEWER ESE ALF�- CONNECTION M04CH CUT EXISTING SLAB W Sit WROd1 FOR CONNECTION TO RESTRODM (SEE ARCH TECr PLANS) -�' Q M• � I RECEDE I Graphic Scale OCT 14 2011 Feet 30 0 30 60 90 170 PLAN PDX FERMIITia4G orar - NOT FOR CONSTRUCTM City of So. BU ingt011 RAILING CAP STONE PAVEMENT 4" STONE VENEER FACING 3. 75' MAX RETAINING WALL PAAMLNI _ rl V�� / , , RETAUIDVG WALL SECTION A -A' �,J NOT FOR CONSTRUCTION Y TRUDELL CONSULTING ENGINEERS (ICE) 478 Nab Palk Reed P O.15- 309 (8D2) B79di31(phwle) W9ETWWL verrud 05495 (802)879U060*0 Vbk Lb a6ft. 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PrdbnFlary/FVtd Submlubn09,12,41 10/05/11 DAB DAD ' I -f `\y`P11+7II A9W.2 f1 7E37 A - AUDI SOUTH BURLINGTON 1301-1325 Shelburne Road South Burlington, VT Shn3 7WLe Site Plan DmArIng Nlmlber t 201101a-51 Extena l : 1 Holal---40X1 .YIN D0111IM11I AEAAIPC Dde: J6/I5 Ell EJL_,Uj Sde: 1e w 30' NO)w'd.."i 95M DFRalr 20D01Bde BaKh File: 68 SPI Founded its 1990 20 Years of Strategic Advice MEMORANDUM TO: South Burlington Planning & Zoning From: Stephanie Hainley Date: September 16, 2011 Re: Shearer Audi - Preliminary/Final Plat Submission Materials Enclosed please find the following application materials for a combined Preliminary & Final Plat review of the showroom expansion at the Shearer Audi dealership at 1301- 1325 Shelburne Road: 1) Memo re: "Shearer Audi - Preliminary/Final Plat Application," from Stephanie Hainley, and dated September 15, 2011. 2) Application for Subdivision Plat Review - Preliminary & Final - dated 9/15/11. 3) Check #42759, $1,094.64. 4) Abutting Property Owners/Addresses List, updated September 15, 2011. 5) "Shearer Audi - Lighting Fixtures Cut Sheets: Replacement Pole, Porte Cochere Recessed Cans, and Showroom Feature Lights," dated September 14, 2011. 6) "Plant List," prepared by Trudell Consulting Engineers, and dated 6/15/11. 7) "Boundary Plat," prepared by Trudell Consulting Engineers, and revised 4/27/11. 8) Sheet EC1 "Existing Conditions," prepared by Trudell Consulting Engineers, and dated 4/22/11. 9) Sheet SP1 "Site Plan," prepared by Trudell Consulting Engineers, and revised 9/ 12/ 11. 10)Sheet L1 "Lighting Plan," prepared by Trudell Consulting Engineers, and dated 08/09/11. 11)Sheet D1 "Site & Landscape Details," prepared by Trudell Consulting Engineers, and dated 9/14/11. 12)Sheet D2 "Water and Sewer Details," prepared by Trudell Consulting Engineers, and dated 9/14/11. 13)Sheet D3 "Erosion & Demolition Plan," prepared by Trudell Consulting Engineers, and dated 6/28/11. 14)Sheet A201 "Elevations - Exterior," prepared by Truex-Cullins Workplace, and dated August 22, 2011. 15)"Shearer Audi - Showroom Expansion Amendment, Conceptual Architectural Rendering," dated 9/15/11. 168 Battery St., PO Box 1007 Burlington, VT 05402-1007 / P: 802.862.1225 f F: 802.862.3601 www.whiteandburke.com SHEARER - AUDI Lighting Fixtures Cut Sheets: Replacement Pole, Porte Cochere Recessed Cans, and Showroom Feature Lights September 14, 2011 CITATION (Various reflectors are protected by U.S. Patent No. 6,464,378.) F>atrneedIESNTeA meet IESNA c mmuwTr full cutoff n¢*oc classification DIMENSIONS B� J E Sag Lens I DA 1 C 0 Bracket - 2-bolt Pattern CT2V 511mm120-1/8' 203mm18' 371mm/14-518' 152mm/6' 286mm111-1A' CT2H 511mm120-118' 203mm18' 371mm114-518' 152mm16' - CTM 635mm 125' 203mm 18' 467mm 118-318" 203mm / 8' - CTL 737mm l29' 254mm I10' 533mm 121' 305mm / 12' - LUMINAIRE EPA CHART - Citation CT211 CT2H CTM CTL 152mm 152mm 203mm 305mm 6' bracket 6' bracket 8' bracket 12' bracket Single 1.5 1.4 2.2 3.2 f 0180' 3.0 2.8 4.0 6.4 090° 2.4 2.2 3.9 5.1 J. T90° 3.9 3.6 6.1 8.3 TN120° 3.9 3.6 6.2 8.5 090, 4.7 4.4 7.8 10.2 Paralle 2.4 2.2 3.9 5.1 (uses no arms Note: House Side Shield adds to fixture EPA. Consult factory. HOUSING - One-piece aluminum, available in small, medium, and large. Corners are welded and finished to produce a clean, sharp appearance while increasing housing strength and ensuring weather - tight construction. DOOR FRAME - Aluminum, with two captive stainless steel door fasteners to provide secure closure and easy access with no loose hardware. LENS/GASKET - Clear flat tempered glass lens (CT2H, CTM, CTL) and a contoured clear tempered glass lens (CT2V) are sealed to the lens frame with EPDM gasketing. The lens frame features a one- piece continuous gasket for maximum sealing to the housing. SOCKETS - Porcelain mogul -base sockets. All sockets are pulse -rated. LIGHT SOURCES - Pulse -Start Metal Halide, Pulse -Start Metal Halide Reduced Envelope, Natural White Pulse -Start Metal Halide, Ceramic Metal Halide, Metal Halide or High Pressure Sodium. Clear lamp is supplied as standard. BALLASTS - High -power factor ballast. Pulse -Start Metal Halide, Natural White Pulse -Start Metal Halide, Metal Halide, and 250 watt and above High Pressure Sodium fixtures feature a CWA type ballast. 100 and 150 watt HPS fixtures feature HX-HPF ballast. All ballasts are designed for -20' F operation, and are mounted to the housing reinforcing plate. SHIPPING WEIGHTS - Citation Catalog Number Est. Weight (ka/Ibs.) Length Immtin.l Width Imm/in.l Height Imm/in.l CT2H 14 / 30 546 / 21.5 394 / 15.5 286 / 11.25 CT2V 14 / 30 559 / 22 394 / 15.5 394 / 15.5 CTM 17 / 37 737 / 29 489 / 19.25 343 / 13.5 CTL 27 / 59 775 / 30.5 565 / 22.25 451 / 17.75 Fixture D REFLECTORS/DISTRIBUTION PATTERNS - Five multi -faceted reflector systems and distribution patterns are available with the Citation: Asymmetrical (A), Type III (3) medium distribution pattern for increased pole spacing, Forward Throw (FT), and Forward Perimeter (FP) for perimeter lighting applications to eliminate stray light and produce a sharp backside cutoff, and Type V (5), for an even symmetrical distribution pattern. A field -rotatable reflector, which provides flexibility in distribution patterns without moving the fixture, is available with the medium and large Forward Throw Citation only. Photometric data is tested in accordance with IESNA guidelines. BRACKETS - A 2-1/2" x 5-3/8" x 6" aluminum bolt -on bracket is shipped standard with a small Citation (CT2H and CT2V). A 2-1/2" x 5-3/8" x 8" aluminum bolt -on bracket is shipped standard with a medium Citation (CTM). A 2-1/2" x 5-3/8" x 12" aluminum bolt -on bracket is shipped with a large Citation (CTL). A 6" bracket is available for CTL and CTM in single and D180° configurations. A round pole plate (RPP2) is required for mounting to 3"-5" round poles (See Accessory Ordering Information chart). FINISHES - Each fixture is finished with LSI's DuraGrip° polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, buff, white, satin verde green, metallic silver, and graphite. PHOTOMETRICS - Please visit our web site at www.isi-industries.com for detailed photometric data. c &us O LISTED wet location 04/09/10 Project Name I Fixture Type I �/ © 2010 LSI INDUSTRIES INC. Catalog # I''�•" A com�Ay h. CITATION° LUMINAIRE ORDERING INFORMATION TYPICAL ORDER EXAMPLE: CT2H 3 400 PSMHR F MT BRZ PCR Lummaire Lamp Line Luminaire Prefix Distribution Wattaee Light Source Lens Voltaoe Finish Options Vertical Burn FP — Forward 150 PSMV— Pulse -Start Metal Halide CT — Contoured Clear 480 BRZ— Bronze 6BK-6'Bracket CT2V — Small Perimeter 175 175, 250, 320 Watt Impact -resistant MT — Multi Tap I BLK — Black (CTL and CTM) 2 5 — Type V 250 PSMVR — Pulse -Start Metal Halide Glass TT — Tri-Ta PLP — Platinum Plus PCR — Photoelectric Control 320 Reduced Envelope 400 Watt BUF — Buff Receptacle a 400 CMH — Ceramic Metal Halide WHT — White LL — Less Lamp 150 Waft SVG - Satin Verde Green HPS — High Pressure Sodium GPT - Graphite 150 Watt MSV - Metallic Silver Horizontal Burn A — Asymmetrical 100 PSMH — Pulse -Start Metal Halide F — Flat Clear MT — Multi Tap consists of 120V, 20811, 240V and 277V and is prepared CT2H — Small 3 —Type III 150 175, 250, 320 Watt Tempered for highest voltage. Alternate voltages will require field adjustment. FT — Forward Throw 5 — Type V 175 250 PSMHR — Pulse -Start Metal Halide Reduced Envelope 400 Watt Glass TT _ Tri•Tap consists of 120V, 277V and 347V and is shipped standard 320 CMH — Ceramic Metal Halide for Canadian applications and is prepared for highest voltage. Alternate voltages will require field adjustment. 400 150 Watt HPS — High Pressure Sodium 100,150,250,400 Watt Horizontal Burn A— Asymmetrical 250 PSMH — Pulse -Start Metal Halide CTM — Medium 3 —Type III 320 250, 320, 400 Watt FT— Forward Throw 1 400 HPS — High Pressure Sodium 5 — Type V 250, 400 Watt Consult Factory for International Horizontal Burn A — Asymmetrical 750 PSMH — Pulse -Start Metal Halide Voltages and Light CTL — Large 3—Type 111 775 750,1000Watt Sources FT — Forward Throw 1 1000 NWPSMH — Pulse -Start Metal Halide Natural White 775 Watt MH — Metal Halide 1000 Watt HPS — High Pressure Sodium 1000 Watt FOOTNOTES: 1- CTL and CTM Forward Throw reflectors are field -rotatable. 2- A 6' bracket can only be ordered with single and D180° configurations - CTL and CTM. 3- PCR factory installed and prewired for highest voltage. Alternate voltages will require field re -wiring. Photocell must be ordered seperately, see Accessories. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description PC120— Photocell PC208-277 — Photocell for 208V, 240V or 277V PC347 — Photocell Order Number 122514+ 122515+ 159516+ Description CTM HSS RM — House Side Shield - Rear Mounted CTM HSS SM — House Side Shield - Side Mounted CTL HSS RM — House Side Shield - Rear Mounted Order Number 122520BLK++ consull factor_ 122521 BLK++ PC480 — Photocell _ 1225180+ CTL HSS SM — House Side Shield - Side Mounted 239.6.83BLK++ FK120 - Single Fusing FK120 CT2H PLS — Polycarbonate Shield 168702 FK277 - Single Fusing FK277 CTM PLS — Polycarbonate Shield 122523 DFK208, 240 - Double Fusing DFK208, 240 CTL PLS — Polyrarbonate Shield 122524 DFK480 - Double Fusing _ _ _ _ DFK480 RPP2— Round Pole Plate 162914BLK++ FK347 - Single Fusing _ FK347 BKS-BO-WM-'-CLR Wall Mount Plate 123111CLR CT2V HSS — House Side Shield CT211 HSS — House Side Shield 122519BLK++ ______ _ _____ 122519BLK++ +Factory installed PCR option required. ++Black only 04/09/10 Project Name © 2010 LSI INDUSTRIES INC. Catalogff Fixture Type 4d. y-m• 5;- X— APPLICATIONS: The LiteFrame'll LF8MH Series offers an open -rated metal halide lensed downlight fixture. Available in four different wattages, this luminaire is ideal for a wide variety of high ceiling applications including commercial, retail, hospitality, atrium, and design build areas. HOUSING: One-piece 22-gauge galvanized steel platform. Diecast aluminum heat sink. Prewired J-box. Thermal protector. REFLECTOR: High purity aluminum Alzak semi -diffuse reflector. Painted white splay standard. BALLAST: Electronic ballast included with housing. Accessible from below ceiling. See reverse side for ballast data. Order housing, reflector and accessories separately. 8" Vertical Metal Halide Lensed Downlight LF8MH One 39W or 70W PAR30L; 70W or 100W PAR38; 50W, 70W or 100W ED17 Lamp Fixture F LAMP: One (1) 39W or 70W PAR30L; or 70W or 100W PAR38; 50W, 70W, or 100W ED17 open -rated coated lamp. Lamp furnished by others. SOCKET: Protected medium base porcelain socket with nickel plated screw shell. Protected socket prevents standard/unprotected metal halide lamps from being used. (PAR38 housing uses standard socket) INSTALLATION: Universal mounting brackets accept'/2" EMT conduit (by others), or Prescolite B24 or B6 bar hangers. Order bar hangers separately. LABELS: UL, CSA listed for wet locations with lensed trims. Approved for through wiring (4 in, 4 out), except when used with OR and DCB op- tions. Thermally protected. Non -IC rated. 1 DATE: TYPE: FIRM NAME: PROJECT: Ceiling Cutout: 8'/4" Maximum Ceiling Thickness: 11/4" For conversion to millimeters, multiply inches by 25.4 Not to Scale 15-1 /2"� 12-3/4" 9-1/8" 9_5/8" 5^ 'Add 4" for 277V OR stepdown transformer 10" O • y (D• 1-1 4" �73/ CATALOG NUMBER: EXAMPLE: LF8MH70EB 1 20V 8MHVFL HOUSING VOLTAGE HOUSING OPTIONS REFLECTOR SPLAY COLOR LENS REFLECTOR OPTIONS ACCESSORIES ❑ LF8MH39EB ❑ 120V ❑ DCB' ❑ 8MHV ❑ BLANK ❑ FL ❑ DCB' ❑ B24 39W MH open -rated ❑ 277V Auxiliary socket 8" Alzak Painted White Regressed Auxiliary socket Set of (2) 24" fixture electronic ❑ 347V (see note on back Semi -Diffuse ❑ CR Fresnel (see note on back bar hangers for ballast. Magnetic Ballast page) Clear Alzak ❑ PL page) T-bar ceilings ❑ LF8MH50EB housing only ❑ FSDFA ❑ CG Regressed ❑ OR' ❑ B6 50W MH open -rated (Contact technical Fuse kit installed at Champagne Prismatic Quartz restrike, Set of (2) bar fixture electronic support) factory Gold Alzak ❑ DL (see note on back hangers for ballast. ❑ OR' ❑ PW Regressed page) ceilings joists ❑ LF8MH70EB Quartz restrike, Pewter Alzak Diffuse ❑ WT up to 24" 70W MH open -rated (see note on back ❑ WE ❑ CL White flange centers fixture electronic page) Wheat Alzak Clear (Alzak Only) ❑ FSDFI ballast. ❑ LW ❑ TRG Fuse kit for field ❑ LF8MH100EB Light Trim Ring Gasket installation 100W MH Wheat Alzak (factory installed) ❑ SCA8D_ open -rated fixture Sloped ceiling electronic ballast. adapter ❑ LFSMHP3870EB (See note on 70W PAR38 MH back page) open -rated fixture T4 OR, DCB lamp should not exceed wattage of main HID lamp, electronic ballast. ❑ LFSMHP38100EB 100W PAR38 MH open -rated fixture electronic ballast re S V O I ite In a continuing effort to offer the best product possible we reserve the right to change, without notice, specifications or materials that in our opinion will not alter the function of the product. A Division of Hubbell Lighting, Inc. Web: www.prescolite.com • Tech Support: (888) 777-4832 LFR-HID-025 PHOTOMETRIC DATA BALLAST DATA I LiteFrame® - 8" Vertical Metal Halide Lensed Downlight - LF8MH 39W 50W 70W 100W 120V 277V 120V 277V 120V 277V 120V 277V Power Factor >.90 >.90 >.90 >.90 >.90 >.90 >.90 >.90 Regulation Line Voltage t10% t10% t10% .10% tl0% t10% t10% t10% Output Wattage 10.5% t0.5% t0.5% t0.5% t0.5% t0.5% t0.5% t0.5% Min. Ambient Starling Temp. -30°C (-20°F) -30°C (-20°F) -30°C(-20°1`) -30°C (-20°F) -30-C (-20-F) -30-C (-20-F) -30-C (-20°F) -30-C (-20-F) Input Watts 45 44 56 55 80 79 110 109 Input Amps 0.38 0.16 0.47 0.20 0.67 0.29 0.92 0.40 Sound Rating A A A A A A A A LAMP DATA HID Ka Tea warts 4VW rAK4UL 3UW CUR/ /UW rAK4UL I /VW CV I/ /U11Y rAK40 Iww CUI/ I Iww rAKda Rated Lumens 2400 3400 4700 5500 4800 7900 6500 Efficacy (LPW) 62 68 67 79 69 79 65 Rated Life 10,000 10,000 10,000 12,000 10,000 15,000 10,000 CRI 81 70 82 70 82 70 81 AVERAGE INITIAL FOOTCANDLES ON WORKPLANE Assumptions: 1. Ceiling 80% Wall 50% Floor 20% 2. 4 Luminaires evenly spaced in the center of the room. 3. The room is square and has a width and length equal to twice the luminaire spacing (LS). 4. RCR is Room Cavity Ratio. 5. Dirt and Lumen Depreciation factors are 1.0 6. Ballast Factor is 1.0 for ballasted fixtures. LS (Feet) (Footcandles) RCR1 RCR3 RCR7 7.0 61 53 40 8.0 47 40 31 9.0 37 32 24 10.0 30 26 20 11.0 25 21 16 12.0 21 18 14 13.0 18 15 12 14.0 15 13 10 15.0 13 11 9 Test No. 723 LF8MH/8MHVCL Clear Reflector Lamp: One ED17/70W-MP70/C/U/MED SYLVANIA Spacing Criteria: 0.6 Efficiency: 58.0% CANDLEPOWER CANDLEPOWER DISTRIBUTION SUMMARY 90 Angle 0' 75 0 4015 5 3757 1350 10 2959 60 15 2381 20 2005 2700 25 1617 30 1241 45 35 914 4050 40 599 45 315 0 15 30 50 142 Test No. 723 55 88 60 68 65 48 70 31 75 19 80 10 85 2 90 0 Web: www.prescolite.com • Tech Support: (888) 777-4832 .< Y 701 Millennium Blvd., Greenville, SC 29607 U.S.A. • Phone (864) 678-1000 rem 0 I I Copyright 02011 Prescolne, Inc., a d vision of Hubbell Lighting, Inc. All Rights Reserved I J ` Specification: subject to change without nonce • Printed n U.S.A. • LFR-HID025 • A1281 i LUMINANCE DATA IN CANDELA/SQ. METER Angle in Vertical 0o 45a 14632 55' 5039 65' 3731 75' 2411 85' 754 COFFFICIFNTS IMF t1TIL17ATION 7n 1 C -itv MAthnrl % Effective Ceiling Cavity Reflectance At, 15 80•/ 70% 50% 30% 10•/ v''d 20%Effective Floar Cavity Reflectance i- % Wall Reflectance 70 5030 10 70 50 30 10 so 30 10 5030 10 50 30 10 1 .65 .64 .62 .61 .64 .63 .61 .60 .60 .59 .58 .58 .57 .56 .56 .55 .55 2 .62 .59 .56 .54 .61 .58 .56 .54 .56 .54 .53 .54 .53 .51 .53 .51 .50 3 .59 .55 .52 .49 .57 .54 .51 .49 .52 .50 .48 .51 .49 .47 .50 .48 .46 4 .55 .51 .47 .45 .54 .50 .47 .45 .49 .46 .44 .48 AS .43 .47 AS .A3 5 .53 .47 .44 Al .52 .47 .44 Al .46 .43 .41 AS .42 .40 .44 A2 .40 6 50 .44 Al .38 .49 .44 .40 .38 .43 .40 .38 .A2 .39 .37 .41 39 .37 7 47.42.38.35 .46.41 .38.35 .40.37.35 .40 .37 35 .39.37.35 8 -45.39 36 .33 .44.39.35.33 .38.35.33 .38.35.33 .37.34.33 9 .43 .37 .33 .31 .42 .37 .33 .31 .36 .33 .31 .36 .33 .31 .35 .32 .31 10 .41 .35 .31 .29 .40 .35 .31 .29 .34 .31 .29 .34 .31 .29 .33 .31 .29 LFBMH/8MHVCL Test No. 723 NOTES The DCB option uses a quartz T-4 lamp double contact bayonet base to provide emergency light during power out- ages. The DCB socket must be field wired into an auxiliary emergency power supply circuit for emergency use. The QR option uses a quartz T-4 double contact bayonet base lamp to provide light continuously during cold start or hot restrike until the HID lamp is at approximately 25-50% or more of its rated light output. When ordering a sloped ceiling adapter, specify the degree of slope in 5e increments (max of 35o). For a more precise degree or wet ceiling application, please contact factory. The SCA must be installed during housing installation. NYBBGLL Hubbell Lighting, Inc. Showroom Interior Feat . Lighting Fixture • VERSA ACCENT COMR111 SERIES TRIM cDmC-Cl VERSA Fixture with 30" Adjustable Accent CDMR111 Metal Halide Lamp A_ G" VERSA Housing Included • For now construction or remodel applications • Housing includes electronic nielal halide ballast and junction box. • 120V input 1f1. listed for through branch wiring. • Thermal protection provided to guard against omheatinq and misuse of insulation New Construction Housing for CDMR111 larnp Trim Finish _ t'ON V! IIIWhite �ry BK Black ii S Industrial Silver Wattage 39 39 watts Voltage _. n _ 120 120 vons m 277 277 volts Housing NC luew Consviiction RM Remode' UrdLwlp Exam"A COMIC•Cl-WH-39-120-NC 0 VERSA Accent Series fixture with white knish, 39 watt COMB 111 Iamp, 120 volt new construction housing i r� U) M Trim Features • Accent with 30' vertical and 359' rotational locking adjust- Irient M • Regressed stopped baffle. • All die-cast construction with powder coat finish Remodel Housing 61 1.13' Ilip1 _ 698' bperur�) tx,arr RSA LIGHTING 81 AUDI STANDARD LIGHTING FIXTURE for North American Showrooms Type: TB -series SEE FIXTURE SCHEDULE FOR CATALOG NUMBER AND DESCRIPTM Page: 1 of 2 RSA's VERSA Series recessed lighting products are now avail- able in an adjustable version for even more versatility. The VERSA Accent CDMR111 Series fixture is suitable for down - lighting or may be adjusted from (r to 30° vertically and 359' horizontally for unlimited accent and task lighting possibilities, VERSA Accent CDMR111 Series is available in standard archi- tectural finishes and includes an integral stepped baffle, 35!F 3(r AUDI STANDARD LIGHTING FIXTURE for North American Showrooms Type: TB -writs SEE FIXTURE SCHEDULE FOR CATALOG NUMBER AND DESCRIPTION Page: 2 of 2 Shearer Audi/Acura South Burlington, Vermont Abutting Property Owners/Addresses September 15, 2011 Farrell Distributing Corp. David M. Farrell Trust 5 Holmes Rd South Burlington, VT 05403 Tax ID: 0870-00005 C City of South Burlington 3 Holmes Rd South Burlington, VT, 05403 Tax ID: 0870-0003N Two O' Briens Properties, LLC 1475 Shelburne Rd South Burlington, VT, 05403 Tax ID: 1540-01233 L Pione Remainder, LLC 1370 Ave of Americas, 29`h Floor New York, NY, 10019 Tax ID: 1540-01330 C Plaza Investments 30 Kimball Ave, Suite 101 South Burlington, VT, 05403 Tax ID: 0915-00041 C DS LLC PO Box 2122 South Burlington, VT, 05403 Tax ID: 0870-00002 C Edward B. Crane Trustees 855 S. Prospect Street Burlington, VT, 05401 Tax ID: 1540-01333 C IDC Systems Corp. PO Box 4900, Dept 201 Scottsdale, AZ, 85261-4900 Tax ID: 0915-00040 C Twelveseventy Associates 1270 Shelburne Rd South Burlington, VT, 05403 Tax ID: 1540-01270 C Shearer Audi - Showroom Expansion Amendment Conceptual Architectural Rendering 9/15/11 PLANT LIST Shearer Audi 2011018 Prepared by Trudell Consulting Engineers Karen Pettersen, Landscape Architect 6115111 PRICE/ SCIENTIFIC NAME COMMON NAME QUAN. SIZE COMMENTS PLANT" TOTAL Juniperus horizontalis Compact Andorra Juniper 10 3 gal. CONT. $50.00 $500.00 ' Plumosa Compacta' Pinus nigra Austrian Pine 6 6'-7' B&B $357.50 $2,145.00 Taxus media Dense Yew 11 18"-24" CONT. $67.50 $742.50 densiformis Thuja occidentalis nigra Dark American Arborvitae 16 4'-5' B&B $107.50 $1,720.00 Thuja occidentalis nigra Dark American Arborvitae 20 6' $200.00 $4,000.00 Relocated Plants Spiraea Spirea 9 Taxus media Yew 17 TOTAL $9,107.50 18"-24" TRANSPLANT $24.00 $216.00 18"-24" TRANSPLANT $40.50 $688.50 ' The price per shrub/tree includes the cost of the plant, the installation, and a one year guarantee. The Other N06i • www:otherpape PUBLIC NOTICE PUBLIC HEARING SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington Development Review Board will hold a public hearing in the South Burlington City Hall Conference Room, 575 Dorset.Street, South Burlington, Vermont on November 1, 2011 at 7:30 P.M. to consider the following: 1. Preliminary & final plat application #SD-11- 35 of Badge Motor Co. to amend a previously approved planned unit development consist- ing of a 36,883 sq. ft. auto sales and service complex and a fire station. The amendment consists of constructing an 868 sq. ft. auto sales addition and a 900 sq. ft.. Porte-cochere, 1301-1325 Shelburne Road & 3 Holmes Road. Mark Behr, Chairman South Burlington Development Review Board A copy of the application is available for pub- lic inspection at the South Burlington City Hall. October 13, 2011 October 14, 2011 Dear Property Owner. - Enclosed is a copy of a notice for an upcoming public hearing of the South Burlington Development Review Board. It includes an application for development that abuts property you own. This is being sent to you to make you aware that a public hearing is being held regarding the proposed development. You will not receive this notice if any subsequent or continued public hearings for the same applications are required. Under Title 24, Section 4464 of State law, participation in a municipal regulatory proceeding is required in order to preserve your right to appeal a local development approval to the Vermont Environmental Court. State law specifies that "Participation in a local regulatory proceeding shall consist of offering, through oral or written testimony, a statement of concern related to the subject of the proceeding." If you would like to know more about the proposed development, you may call this office at 846-4106, stop by during regular office hours, or attend the scheduled public hearing. Raymond J. Belair Administrative Officer Encl. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburl.com .T Large, or ,hite haired, it n Pkway. Bur -ea on 11;12 to Julius, ma) Call 658-2248 T Mon Nov. 4 -en, Greenfielc Black neuterec lbs. 'Blackie' intact Ellen al '8-4254. r Pale orange, d, neutererd. )Id. Colchester 11/15. 879-7014 ITEMS' MRM A AD. CALL 66111-M1. 3 Tan female Answers to 2 yrs old, 70 Milton 11/19. 893-4865 -4567 work. TEN Gray and 4 mo. old. 117 North Ave. Ise call 658- found him. AMESE CAT ,ing. Lost near area near on 11,12. Re- 2368. iALE�4 ON MOVING >nowboard, speakers, fur- 3rything must Sun.11/23 & 273 No. St. 'ON moving at stuff. 44 on St. Satur- i. birds e and bagels 3-MOVING rniture, more. 'ackard to 111 at & Sun 9-3 COY I w MC)v- flat bottom ,iture,art, art fine china, �ehold, 11 /23, on-5pm, 125 863-6435 NGTON Bar - :)re, reduced ith bed, toys, hes, clothing, fa, large pic- w, decorated office furni- ` goodies, free -4pm, Fri, Sat wift St .S 6� doption is a ion. Allow this ried couple to love &good our infant. 11 Jackie & )0-999-7762. ve, devotion, & security are lave to offer wn. Expenses call anytime, 3 Joseph at .14-3408. TICKETS 12/11 To - Milwaukee. 888-5557 tea ano financially secure couple promise lots o love and a bright futurE for your baby. Expense: paid, Call Trisha collet 603-225-7171 9-5pm or Lori & Brian 1-800-298 3417 code 55 eves/wee- kends HEADED TO FLORIDA have room on flatbed truck. Leaving 12/7. Call for info 893-3893 ENTERTAINMENT 8 SOLID GOLD DANCERS BEER CAMP Birthdays, Bachelor(ette) Parties Call 862-1377 ULTIMATE PRIVATE SESSIONS Parties& morel Females /males. service to your door for VT & NY. 800-449-4122 Employment Opportunities INSTRUCTION 9 * VERMONT * TRUCK DRIVER TRAINING SCHOOL • Classroom Prep for CDL Permit & Road Train- ing for CDL Licenses. -Ail scheduling done, written & road test dates. -Now training 7 days a week in Burlington and Rutland. -Proven success. When our students succeed, we succeed- -Job placement for quali- fied students. Locally & Long Haul. -One price covers all training & licensing fees. Call: 1-800-371-9353 or775-4242 FINANCIAL 10 AAA CREDIT NOT REQUIRED Bad credit/good credit Cash for any reason Homeowners only 800-USA-MONY LEGAL 11 ADVERTISEMENT FOR BIDS Owner: Town of Shelburne Address: P.O. Box 88 Shelburne. VT 05482 Separate sealed BIDS for the construction of Shelburne Wastewater Treatment Plant No. 1, Raw Sewage Pump Up- grade will be received by Town of Shelburne at the office of Town Manager, P.O. Box 88, Shelburne Road, Shelburne, VT 05482 until 11:00am De- cember 16, 1996, and then at said office pub- :onv*rt clutter to cash with a Fro* Press Classified ad. Call 658-3321. Each BID must be ac- companied by a certified check payable to the OWNER We percent (5%) of btal amount of the B.- A BID bond may be used in lieu of a certified check. Bidders are reminded that "Federal Wage Rates -Davis -Bacon Ace" does not apply to the WORK. The CONTRACT DOCUMENTS ma be examined at the Ilow- ing locations: Town of Sh burne. Town Manager' Office, Shelburne Roa , Shelurne. VT: Webster -Ma in, Inc., 1025 Airport Drive, South Burlin on, VT Copies of the CON- TRACT O CUMENTS may be obtPined at the office of: Webster -Mt in, Inc., lo- sated a 025 Airport Drive, Sout Burlington, VT 0541 u n payment of $50.D0 for each set. A Perform nee BOND and a Pay nent BOND each in an E mount equal to one huni red percent (100%) of he contract price, will be required. Minimum wa a rates and public work mployment laws are app cable. Any BIDDE upon re- turning the ONTRACT DOCUMENT within 30 days after the ctual date of BID opens g and in good conditio will be refunded his payment, and any non-bi der upon so returning Ike CON- TRACT DOC MENTS will be refunded 25.00. William Finger ' Town Manager November 22 & 2A 1996 BID PROPOSAL The City of Burling on is planning improve ants to the Clerk's and rea- surer's offices on the second floor of City all. The City will select a list of qualified, bonded c re- tractors to bid on t e work. Interested Co - tractors shall submit Contractor's Qualifica- tion Statement (AIA A305.), with accompany- ing letters of reference, to Brendan S. Keleher, City Treasurer, City Hall, 149 Church Street, Room 22, Burlington, Vermont not later than 4:00 PM on Wednesday, December 4, 1996. Direct all questions to Bob Dun- can, Duncan/Wisniewski Architecture, Burlington, Vermont (802)864-6693. November 23, 24, 25, 1996 LEGAL NOTICE qualifications for the de- sign of an HS-25 two- lane bridge and ap- proach road to connect US 7 to Town Highway locally known at Rowe Road, across Arrowhead Mountain lake. Deadline for responses is Noon o December 4, 1996. Inter ested parties should con - tat cKenzie ot, _126t IC at (80 862-5726. November 23,\1996 PUBLI ii��EARIN SOUTH BURLJNG' PLANNING The South Burling Planning Commissro will hold a public hearin at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlingtorf, Vermont on Tuesday, December 10, 1996 at 7:30 P.M. to consider th9. following: 1) Revised Final Plat apg plication of Century Part3 ners to amend an a -I proved planned unit development consistin of 93,800 square feet general office and sh ping center use in buildings. The ame ment consists of 1) ad ing a 2,960 square f 2-story office buildin (buildingg "C") for a total of 96,760 square feet of general office and shop- ping center use, and 2). subdividing a 5.5 acr parcel into 2 lots of 4. acres (lot # 1) and 0. (lot #3), 100 Dors' Street and 2 Corpora Way. 2) Revised Final Plat a x plication of =E ande Lewis to construct a 9, 270 square foot au service facility on a Iq containing a commerci complex of 19,44 square feet for a u t sales and service, 11, 301 1325 Shelburne Road. Copies of the applica tions are available foi public inspection at thy South Burlington Ciq Hall. William Burgess Chairman, South Burlington Planning Commis on November 23, 96 FOR U ----TOWN BIDS WN OF COLCHESTER,VT JANITORIAL SERVICES FOR TOWN MUNICIPAL OFFICES The Town of Colches- ter is requesting bids from qualified janito- rial services to clean two municipal build- ings. Contract docu- ments may be ob- tained, free of charge at the Town Office spection will be hel, December 2, 1996 a 1:00 p.m, beninning e the Burnt Memo rial Librat ld thei continuing at thi Town Office Building All prospective bid ders are encourager to attend. The dead line for submitting proposals is Decem ber 10, 1996. Contac Ted Ryan at Colches ter Buildings ant Grounds at 655-081- with questions. November 23, 24 8 25, 1996 SOUTH BURLINGTON ZONING NOTICE In accordance with the South Burlington Zoninc Reggulations and Chapter 17, Title 24, V.S.A. the S uth Burlington Zoning B and of Adjustment will ho a public hearing a1 ;hetSouth Burlington Mu- iici' al Offices, Confer- -nc Room, 575 Dorset 3tre t, South Burlington, ,ter ont on Mondayy Dec ber 9, 1996 at 7:00 M. to consider the I of Ward and Joan seeking approval action 25.117 tions of Existing s sub -section (A) with earth products South Burlington ig Regulations. Re- is for permission an area of approxi- y 5,000 square feet oximately 750 cubic at a maximum of 20 feet, located Central Avenue. PI s are on file with the S th Burlington Plan- nirlg and Zoning Office, located at City Hall, 575 Dorset Street, South Burlington, Vermont. Richard Ward, Zoning Administrative Officer November 23, 1996 ent TO RESPOND TO A FREE PRESS BOX NUMBER Send to: Burlington Free Press P.O. Box 10 Burlington, VT 05402 AM Free Press Box #_ AIRPORT National Car Rental is hiring Rental Agents full time. $8/hr. Apply at Airport Counter. collections. Full time w/ benefits. If you enjoy a challenging, fast paced atmosphere respond to Free Press Box # 39EOE ADMINISTRATIVE AS- SISTANT needed for an established, growing Of- fice Products Dealership located in Williston, VT. Looking for a profes- sional, people oriented person to join our team. Microsoft Office experi- ence a plus. Work hrs. are 8-5pm, M-F, non- smokers only send re- sume to. Office Environ- ments Inc. 26 Williston Rd, Williston, VT 05495. Fax 865-2590 ASSISTANT MANAGER 3 People to assist man- ager in national co. Must be neat with good work habits. Opportunity to earn $250 per week. Call 658-2082 EOE ASSISTANT TEACHERS/ AIDES: K classroom, split 4-5/ school -age. 482-2525. AUTOBODY TECH immed. opening for a qualified Tech. 5 yrs exp. req. State -of -art equip. competitive wages, ben- efits. 351-6611. Automotive PREP/ DETAILER Opportunity for energetic self -motivated individual to join our Prep Dept., cleaning and prepping ve- hicles. Attention to details and deadlines, person- able, dependable and valid driver's license. Must be over 18 years of age. Automotive back- ground beneficial. Com- plete benefits package, in- cluding 401(K). Apply in person at -ARPENTERS-QUA FIED-NEEDED for at Johnson school. home office at 222-42 CASHIER/DELI CLE WANTED Full & p time, 30-35 hrs; Nights & wkends. Ap Shelburne Colonial M 2040 Shelburne Rd CASHIERS Full time $6 to $6.5( with differential. Inclu 3rd shifts and day shi Start immediately Inq; in person. Boume's Texaco 760 Shelburne Road So Burlington 658-646C CHIEF OF POLICE TOWN OF WINHAL VERMONT Immediate opening, terested candidates Brian Van Horn, To Admin. 802-297-21 Between 9am-5pm. COMMUNITY REPF SENTATIVE Persc with good school & cc munity contacts to pl2 foreign exchange s dents with host famil and supervise duri school year. Traini provided. Compensati( fees & travel incentive Work from home- ma a difference across the world! Call IEF: 1-800-793-3208 AUTO DEALER Personnel We recruit experiences people for dealers it VT, NH, & ME. Phone Fax or send resume to: CAR PEOPLE, 22 E. Washington St. Rutland, VT 05701 Fax 802-747-7203 Phone 8(H)-930-2331 SHEARER --------- CHEVROLET 1675 Shelburne Rd. • • South Burlington awn tbmr e AUTOMOTIVE TECHNICIAN We are looking for a moti- vated self starter ASE certified for our 3 bay service station in Shel- burne, VT. Pay in the $30s benefits for the right per- son. Please send your re- sume to: Kevin Spillane 1951 Shelburne Rd. Shelburne, VT 05482 tUTO SALVAGE YARD requires person for dis- mantling, maintenance, wrecker call. Must have own transportation & tools. CDL license. Pay negotiable. Countryside Motors, 878-3806 Sa kn Coordinato? Neededfor our Cbampn Mill Winooski location Management experience a plus! We offer. • Great Benefits Pockogi • Emphasis on Educatior • Opportunities for Professional Growth • Competitive Compensation Progron Are you interested in us; PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, December 10, 1996 at 7:30 P.M. to consider the following: 1) Revised Final Plat application of Century Partners to amend an approved planned unit development consisting of 93,800 square feet of general office and shopping center use in 3 buildings. The amendment consists of 1) adding a 2,960 square foot 2-story office building (building "C") for a total of 96,760 square feet of general office and shopping center use, and 2) subdividing a 5.5 acre parcel into 2 lots of 4.72 acres (lot #1) and 0.83 (lot #3), 100 Dorset Street and 2 Corporate Way. 2) Revised Final Plat application of Alexander Lewis to construct a 9,270 square foot auto service facility on a lot containing a commercial complex of 19,440 square feet for auto sales and service, 1301-1325 Shelburne Road. Copies of the applications are available for public inspection at the South Burlington City Hall. William Burgess Chairman, South Burlington Planning Commission November 23, 1996 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 20, 1996 Alexander Lewis Lewis Motors 1325 Shelburne Road South Burlington, Vermont 05403 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed are preliminary comments on the above referenced project from City Engineer Bill Szymanski, Fire Chief Wally Possich and myself. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Monday, December 2, 1996. If you have any questions, please give me a call. Sincely, Ra4o, Ad/iJ. Belair, Zoning and Planning Assistant RJB/mcp Encls Preliminary Comments - Planning December 10, 1996 agenda items November 19, 1996 Page 2 ALEXANDER LEWIS - AUTO SERVICE FACILITY - FINAL PLAT --- plans submitted are acceptable. 2 M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: December 10,1996 Agenda Items Date: October 31, 1996 100 DORSET STREET COMPLEX - (PETER JUDGE DEVELOPMENT) - CORPORATE WAY Site plan received October 24, 1996 is acceptable. BARRY'S TRANSMISSION - 1907 WILLISTON ROAD Site plan prepared by P.W. Nestork, Chittenden Construction & Design dated January 1993 and received by City October 17, 1996 is acceptable. LEWIS MOTORS - SHELBURNE ROAD Site plan prepared by Trudell Engineering dated October 10, 1996 is acceptable. M E M O R A N D U M To: Joe Weith, South Burlington City Planner From: Wallace Possich, South Burlington Fire Chief Re: Plans Review for December 10, 1996 Date: November 15, 1996 I have reviewed the listed site plans and my comments are as follows: 1. Office Building Dated 10/24/96 100 Dorset Street Acceptable 2. Barry's Transmission Dated 10/17/96 1907 Williston Road Acceptable 3. Alexander Lewis Dated 11/14/96 1301-1325 Shelburne Raod Acceptable CITY OF SOUTH BURLINGTON Subdivision Application - FINAL PLAT 1) Name of Applicant 2 ) Name of Subdivision �� Lvi_S l�c�tarr,G. 3) Indicate any change to name, address, or phone number of owner of record, applicant, contact person, engineer, surveyor, attorney or plat designer since preliminary plat application NO A/7 4) Indicate any changes to the subdivision, such as number of lots or units, property lines, applicant's legal interest in the property, or developmental timetable, since preliminary plat application: N ova. 5) Submit five copies and one reduced copy (11 x 17) of a final plat plus engineering drawings and c;Q ntaining all information required under Section 202.1 the subdivision regulations for a minor subdivision and under Section 204.1(a) for a major subdivision. 6) Submit two draft copies of all legal documents required under Section 202.1 (11) and (12) of the subdivision regulations for a minor sudivision and under Section 204.1(b) for a ajor subdiv si (Signature applicant or contact person Date CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING DEVELOPMENT REVIEW BOARD Report preparation date: August 31, 2011 \drb\staffcomments\ 2011\ SD_11_25 Application received: July 8, 2011 1301 ShelburneRd&3HolmesRd_BadgeMotorCo BADGE MOTOR CO 1301-1325 SHELBURNE RD & 3 HOLMES RD SKETCH PLAN APPLICATION #SD-11-25 Agenda #5 Meeting Date: September 6, 2011 Owner Applicant Lewis Family Limited Partnership, LLP Badge Motor Co PO BOX 4511 d/b/a Audi South Burlington Burlington, VT 05406 PO Box 466 South Burlington, VT 05402 Contact Person Property Information David G. White Tax Parcel 1540-01301 White & Burke Real Estate Investment Advisors Tax Parcel 1540-01325 166 Battery St. Commercial 1-Automobile Zoning District PO Box 1007 Burlinqton, VT 05402-1007 Location Ma CITY OF SOUTH BURLINGTON 2 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Badge Motor Co, hereafter referred to as the applicant, is requesting sketch plan review to amend a previously approved planned unit development consisting of a 38,046 sq. ft. auto sales and service complex and a fire station. The amendment consists of constructing an 868 sq. ft. auto sales addition and a 900 sq. ft. porte-cochere, 1301- 1325 Shelburne Road & 3 Holmes Road. Associate Planner Cathyann LaRose and Administrative Officer Ray Belair, referred to herein as Staff, have reviewed the plans submitted on July 8, 2011 and have the following comments. Zoning District & Dimensional Requirements ZONING DISTRICT & DIMENSIONAL REQUIREMENTS District Re uired Pro osed FAutonin ize 40,000 SF 5.3 acres din Covera a 40% See note below rall Covera e 70% See note below 4 Min. Front Setback Shelburne Road 50 ft. Approx 20 ft. I Min. Front Setback Holmes Road 30 ft Approx 20 ft. �l Min. Side Setback 10 ft. >10 ft. �l Front yard coverage Shelburne Rd 30% Not provided Front yard coverage Holmes Road 30% Not provided Zoning Compliance Pre-existing non-compliance not made worse by this application +� The applicant is seeking a front yard setback waiver for the proposed addition which will be within the designated 50 foot front yard setback of Shelburne Road. Staff supports the requested waiver as the roadway has recently been widened and is not expected to be so again; furthermore that the building provides a close relationship with the road. The plans include an itemization of lot and building coverage for the combined parcels in the PUD. However, the applicant has also submitted a note indicating that this coverage information was incorrect on previously approved plans and remains incorrect. The applicant acknowledges that lot coverage currently exceeds the maximum allowed and that they intend to bring the project into compliance. These revised numbers have not yet been calculated or provided. This should be calculated and submitted as part of the preliminary plat application. The project shall be in compliance with the maximums allowed for overall and front yard coverage. The front yard coverage information for both streets has not yet been provided. CITY OF SOUTH BURLINGTON 3 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 1. The preliminary plat plans and application shall indicate the overall, building, and front yard coverage. The plans should be in compliance with the maximums allowed. 2. The Board should consider the applicant's request for a front yard setback waiver of 30 feet. There are no changes to the proposed height of the building. SUBDIVISION CRITERIA Pursuant to Section 15.18 of the South Burlington Land Development Regulations, subdivisions shall comply with the following standards and conditions: Sufficient water supply and wastewater disposal capacity is available to meet the needs of the project. According to Section 15.13 of the South Burlington Land Development Regulations, the existing public water system shall be extended so as to provide the necessary quantity of water, at acceptable pressure. The Water Department has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. 3. The City of South Burlington Water Department shall review the plans for the subject project, prior to preliminary plat approval. According to Section 15.13 of the South Burlington Land Development Regulations, the subdivider or developer shall connect to the public sewer system or provide a community wastewater system approved by the City and the State in any subdivision where off -lot wastewater is proposed. 4. The applicant shall obtain preliminary wastewater allocation prior to final plat approval. The applicant shall obtain final wastewater allocation prior to issuance of a zoning permit. The City Engineer has not yet reviewed the plans and has stated that they will do so at the preliminary plat level when more details are available. 5. The City Engineer shall review the plans prior to preliminary plat approval The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. 6. The applicant shall obtain preliminary wastewater allocation prior to preliminary plat approval and final wastewater allocation prior to issuance of a zoning permit. Sufficient grading and erosion controls will be utilized during and after construction to prevent soil erosion and runoff from creating unhealthy or dangerous conditions on the subject property and adjacent properties. CITY OF SOUTH BURLINGTON 4 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 7. The applicant shall include sufficient site grading and erosion control plans as part of the preliminary plat application. 8. 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 property is located within the Stormwater Management Overlay District and may be subject to low impact development standards. The applicant should work with the City Stormwater Superintendent. If no additional stormwater management techniques or plan changes are necessary, the applicant should obtain written acknowledgement from the Stormwater Superintendent. 9. The applicant should work with the City Stormwater Superintendent. If no additional stormwater management techniques or plan changes are necessary, the applicant should obtain written acknowledgement from the Stormwater Superintendent. The project incorporates access, circulation, and traffic management strategies sufficient to prevent unreasonable congestion of adjacent roads. Access to the subject buildings exist from one curbcut from Shelburne Road and one from Holmes Road which also serves as a very important secondary access to an abutting property on Shelburne Road. There are no additional impacts expected related to turning movements on either road. The applicant shall pay any additional traffic impact fees for the small expansion. 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 sketch plan does not depict any wetlands, natural areas, or unique natural features on site. 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 finds that the proposed use and design of the project meets this criterion. The proposed use is directly related to continued support of automobile sales in a commercial area. Open space areas on the site have been located in such a way as to maximize opportunities for creating contiguous open spaces between adjoining parcels and/or stream buffer areas. CITY OF SOUTH BURLINGTON 5 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING There are no streams or stream buffer areas on the site or immediately adjacent. The subject parcel is located along a transit corridor in a densely developed commercial area. Natural open spaces are minimal as expected. Staff has already stated that the Stormwater Superintendent shall review the plans for stormwater management controls and assess whether there is any expected impact. The layout of a subdivision or PUD has been reviewed by the Fire Chief or (designee) to ensure that adequate fire protection can be provided. The Fire Chief has not yet reviewed the plans and has stated that he would prefer to do so at the preliminary plat level. 10. The South Burlington Fire Chief should review the plans for the proposed application, 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. There are no changes to roads or recreation paths necessary as a result of this application. Roads, utilities, sidewalks, recreation paths, and lighting are designed in a manner that is consistent with City utility and roadway plans and maintenance standards. There are no changes to roads or recreation paths proposed as a result of this application. Any additional utility lines necessary shall be underground. 11. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The project is consistent with the goals and objectives of the Comprehensive Plan for the affected district(s). Staff has already stated that the proposed development of this property is in conformance with the South Burlington Comprehensive Plan. SITE PLAN REVIEW STANDARDS Pursuant to Section 14.03(A)(6) of the Land Development Regulations any PUD shall require site plan approval. Section 14.06 establishes the following general review standards for all site plan applications: The site shall be planned to accomplish a desirable transition from structure to site, from structure to structure, and to provide for adequate planting, safe pedestrian movement, and adequate parking areas. CITY OF SOUTH BURLINGTON 6 DEVELOPMENT REVIEW BOARD Access on the site, as well as transition within is adequate. DEPARTMENT OF PLANNING & ZONING Chapter 14.06 of the South Burlington Land Development Regulations states the following: Parking: (a) Parking shall be located to the rear or sides of buildings. Any side of a building facing a public street shall be considered a front side of a building for the purposes of this subsection. (b) The Development Review Board may approve parking between a public street and one or more buildings if the Board finds that one or more of the following criteria are met. The Board shall approve only the minimum necessary to overcome the conditions below. (i) The parking area is necessary to meet minimum requirements of the Americans with Disabilities Act; (Ii) The parking area will serve a single or two-family home; (iii) The lot has unique site conditions such as a utility easement or unstable soils that allow for parking, but not a building, to be located adjacent to the public street; (iv) The lot contains one or more existing buildings that are to be re -used and parking needs cannot be accommodated to the rear and sides of the existing building(s); or, (v) The principal use of the lot is for public recreation. (c) Where more than one building exists or is proposed on a lot, the total width of all parking areas located to the side of buildings) at the building line shall not exceed one half of the width of all building(s) located at the building line. Parking approved pursuant to 14.06(B)(2)(b) shall be exempt from this subsection. (d) For through lots, parking shall be located to the side of the buildings) or to the front of the building adjacent to the public street with the lowest average daily volume of traffic. Where a lot abuts an Interstate or its interchanges, parking shall be located to the side of the buildings) or to the front adjacent to the Interstate. Parking areas adjacent to the Interstate shall be screened with sufficient landscaping to screen the parking from view of the Interstate. The majority of the site is pre-existing. expansion is minor in size relative to threshold to warrant the movement parking spots closest to the road are common for automobile dealership L parking layout on site. Therefore, subsection (b)(iv) applies. The proposed the entirety of the property and does not meet a of what parking already exists. Furthermore, the reserved for vehicle display and not parking, as is se. Staff does not propose any changes to the CITY OF SOUTH BURLINGTON 7 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING The applicant has been parking vehicles for sale within the driveway on Shelburne Road. This is expressly prohibited. Section 13.01(G)(5) requires that bicycle parking or storage facilities are provided for employees, residents, and visitors to the site. A bicycle rack is shown on the plans. 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. There are no changes proposed to the height of the existing building. The addition is within the 35' height maximum for the zoning district. Newly installed utility services and service modifications necessitated by exterior alterations or building expansions shall, to the extent feasible, be underground. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. The DRB shall encourage the use of a combination of common materials and architectural characteristics, landscaping, buffers, screens and visual interruptions to create attractive transitions between buildings of different architectural styles. The applicant has not yet submitted architectural elevations. These should be submitted as part of the preliminary plat application. The Board should review these in relation to this criterion. 11. The applicant shall submit architectural elevations as part of the preliminary plat application. Proposed structures shall be related harmoniously to themselves, the terrain and to existing buildings and roads in the vicinity that have a visual relationship to the proposed structures. Again, the applicant has not yet submitted architectural elevations; the Board should review these in relation to this criterion at the preliminary plat level.. 12. The Board shall review the architectural elevations with consideration for how the materials and architectural characteristics relate to other buildings in the vicinity. In addition to the above general review standards site plan applications shall meet the following specific standards as set forth in Section 14.07 of the Land Development Regulations: The reservation of land may be required on any lot for provision of access to abutting properties whenever such access is deemed necessary to reduce curb CITY OF SOUTH BURLINGTON 8 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING 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 find the reservation of any additional land is warranted as part of this application. As previously noted, there is an access easement and private roadway to an abutting property to the north. Electric, telephone and other wire -served utility lines and service connections shall be underground. Any utility installations remaining above ground shall be located so as to have a harmonious relation to neighboring properties and to the site. Pursuant to Section 15.13(E) of the Land Development Regulations, any new utility lines, services, and service modifications shall be underground. All dumpsters and other facilities to handle solid waste, including compliance with any recycling or other requirements, shall be accessible, secure and properly screened with opaque fencing to ensure that trash and debris do not escape the enclosure(s). 13. The plans shall show any proposed dumpsters or other waste facilities, adequately screened, as part of the site plan application_ Landscaping Pursuant to Section 13.06(A) of the Land Development Regulations, landscaping and screening shall be required for all uses subject to site plan and PUD review. Section 13.06(B) of the Land Development Regulations requires parking facilities to be curbed and landscaped with appropriate trees, shrubs, and other plants including ground covers. Pursuant to Section 13.06(B)(4) of the Land Development Regulations, snow storage areas must be shown on the plans. The plans should show snow storage areas for the subject property. The applicant has not yet submitted landscaping plans. This shall be submitted as part of the preliminary plat application. 14. The plans shall depict snow storage areas as part of the preliminary plat plan application. Landscaping budget requirements are to be determined pursuant to Section 13.06(G)(2) of the SBLDR. The landscape plan and landscape budget shall be prepared by a landscape architect or professional landscape designer. 15. The applicant shall submit a landscape plan and budget in compliance with Section 13.06 of the SBLDR as part of the preliminary plat plan application. 16. The applicant should submit estimated construction costs with the preliminary plat application, so that the exact minimum landscaping requirement can be determined. CITY OF SOUTH BURLINGTON 9 DEPARTMENT OF DEVELOPMENT REVIEW BOARD PLANNING & ZONING Lighting Pursuant to Appendix A.9 of the Land Development Regulations, luminaries shall not be placed more than 30' above ground level and the maximum illumination at ground level shall not exceed an average of three (3) foot candles. Pursuant to Appendix A.10(b) of the Land Development Regulations, indirect glare produced by illumination at ground level shall not exceed 0.3 foot candles maximum, and an average of 0.1 foot candles average. All lighting shall be shielded and downcast. 15. The applicant should submit a lighting point by point plan and lighting cut -sheets with submission of the site plan application. All lighting shall be downcast and shielded. Flood lighting is expressly prohibited. Other- Ground Mounted HVAC Units 16 The preliminary plat plans shall show all ground mounted HVAC units, generators, and utility cabinets. There are two accessory buildings on the property behind the VW building which have not been shown on the plan. These shall be shown on the plans. There are also two accessory buildings behind the Acura building which have not been shown on the plans. 17. All buildings and accessory structures shall be shown on the preliminary and final plat plans. RECOMMENDATION Staff recommends that the applicant address the numbered items in the "Comments Section" of this document and proceed to the next level of plan review. Respectfully submitted, Cathyan LaRose, AICP, Associate Planner 1 southb►urlington PLANNING & ZONING Permit Number SD- I� (office use only) 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(S) OF RECORD (Name(s) as shown on deed, mailing address, phone and fax#) Lewis Family Limited Partnership, LLP, PO Box 4511, Burlington, VT, 05406; Phone: 802-310-4995 2) LOCATION OF LAST RECORDED DEED(S) (Book and page #) Book 731, pgs 431-433 3) APPLICANT (Name, mailing address, phone and fax #) Badge Motor Company d/b/a/ Audi South Burlington, PO Box 566, S. Burlington, Vermont, 05402; Phone: 802-651-0211; Fax: 802-651-0239 4) APPLICANT'S LEGAL INTEREST IN THE PROPERTY (fee simple, option, etc.) Long-term lease 5) CONTACT PERSON (Name, mailing address, phone and fax #) David G. White, White + Burke Real Estate Investment Advisors, Inc., 168 Battery St., PO Box 1007, Burlington, VT, 05402-1007; Phone 802-862-1225, Fax: 802-862-3601 5a) CONTACT EMAIL ADDRESS dwhite@whiteandburke.com 6) PROJECT STREET ADDRESS: 1301-1325 Shelburne Road, So. Burlington 7) TAX PARCEL ID # (can be obtained at Assessor's Office) 1540-01301/1540-01325 8) PROJECT DESCRIPTION a) General project description (explain what you want approval for): Approximately 868 SF in -fill expansion of Audi showroom and 900 SF open-air porte-cochere for service write-ups. 575 Dorset Street South Burlington, VT 05403 tel 802.846.4106 fax 802.846.4101 www.sburi.com b) Existing Uses on Property (including description and size of each separate use) Automobile sales, service, and repair: approx. 38,046 SF (including 2nd floors and mezzanines); approx. 30,076 SF (excluding 2nd floors and mezzanines). SF estimates will be verified before preliminary plat. c) Proposed Uses on property (include description and size of each new use and existing uses to remain) 858 SF expansion of Audi showroom and addition of a open-air porte-cochere (900 SF). d) Total building square footage on property (proposed buildings and existing buildings to remain) Gross total SF (existing, including second floor and mezzanines): 38,046. Proposed addition: 858 SF; Proposed Total SF: 38,904 e) Proposed height of building (if applicable) Audi building (existing and proposed): 17'3; Acura building: No changes f) Number of residential units (if applicable, new units and existing units to remain) None g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable) Will require a waiver of the front yard set back requirement for the Audi showroom addition. Located in Traffic Overlay zone and Bartlett Bay Watershed Overlay zone. 9) LOT COVERAGE See table on plan sheet SP-1 a) Building: Existing % Proposed % b) Overall (building, parking, outside storage, etc) Existing _% Proposed % c) Front yard (along each street) Existing % Proposed % 10) TYPE OF EXISTING OR PROPOSED ENCUMBRANCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) Easement to Lakewood Commons for travel across rear driveway. Defunct "Crown Road", superseded by Holmes Rd. 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) None Sketch Plan Application Form. Rev. 12-2010 12) OWNERS OF RECORD OF ALL CONTICttOUS PROPERTIES & MAILING ADDRESSES (this shall he provided on a separate attached sheet and on pre -stamped and pre - addressed envelope.%. The ci(d will add the return address). 13) ESTIMATED PROJECT COMPLETION DATE December 31, 2012 14) PLANS AND Fl,-1V Plat plans shall be submitted which shows the -formation required by the City's Land Development Regulations. Five (5) regular size copies and ne reduced copy (I 1" x 17") of the plans must be submitted. The application fee shall be paid the City at the time of submitting the application. See the City fee schedule for details. I hereby certify that all the inlormatid accurate to the best of my knowledge. as part of this application has been submitted and is SIGNA TURE { Gin aG So �3�2.z1 �TotJ Do not write below this line DATE OF SUBMISSION:' I have reviewed this sketch plan application and find it to be: Ltd Complcte ❑ In ete 9Q 7 W(( ministrative Officer ate The applicant or permittee retains the obligation to idenifi� apply for, and obtain relevant state permits for this project. Call (802) 8 79- 56 76 to speak with the regional Permit Specialist. Sketch Plan Apphcation Form Rev 12-2010 r white+ Burke REAL ESTATE INVESTMENT ADVISORS Founded in 1990 20 Fears of Strategic Advice MEMORANDUM To: Ray Belair From: David G. White Date: June 17, 2011 Re: Shearer Audi Sketch Plan Review - Traffic Overlay Zone This memo provides calculations for the Shearer Audi/Acura use located at 1301- 1325 Shelburne Road. For permit purposes these properties are combined into a PUD with the City's fire station located on Holmes Road. The ITE trip generation manual does not include any trip rates for fire stations, so for the purposes of this memo I have left out both the fire station property and use. We will figure out how to include the fire station prior to Preliminary Plat review. 1) Lot size (not including fire station): 210,549 SF / 40,000 = 5.26 Overlay Zone 2A allows 20 trips per 40,000 SF, thus 5.26 x 20 = 105.27 max trips 2) Trip Generation for Land Use code 841(auto dealerships): 2.59 pm peak hour trips per 1,000 SQ FT. a) Existing trips: 38,046 /1,000 x 2.59 = 98.54 b) Proposed trips: 38,904 / 1,000 x 2.59 = 100.76 168 Battery St., PO Box 1007 J Burlington, VT 05402-1007 I P: 802.862.1225 t F: 802.862.3601 www,whiteandburke.com r] white+ burke REAL ESTATE INVESTMENT ADVISORS Founded it) 1990 20 Years of Strategic Advice MEMORANDUM To: Ray Belair From: David G. Whitey Date: June 17, 2011 Re: Shearer Audi Sketch Plan Review Please find the attached application for sketch plan review of the Shearer VW/Audi site at 1325 Shelburne Road. We are seeking approval to expand the showroom space, add an open-air porte cochere to be used for inspection of vehicles before they go in for service, and minor associated site changes. As part of our application, we are requesting a waiver of the minimum front yard set back. The front of the Audi building is currently +/- 20 feet from the front property line. Prior to the state taking land for the Shelburne Road widening project it was set back +/- 30 feet. We are proposing to in -fill a portion of the existing "notch" in the front of the building with an addition that would have a front line consistent with the existing front line of the building. Due to the infill nature of the proposed addition we respectfully request the setback waiver to infill a portion of the front of the building to accommodate this 858 SF showroom expansion. 168 Battery St., PO Box 1007 / Burlington, VT 05402-1007 / P: 802.862.1225 / F: 802.862.3601 www.whiteandburke.com The business also recently changed hands, and it has come to our attention that there are some non -conformities on the site, in particular with respect to lot coverage. We will bring the property into full compliance as part of this construction. The plans show areas of pavement that might be removed to achieve conformance. But we are still studying the site and may modify the removal areas somewhat before finalizing plans. One way or another we will bring the lot coverage into conformance. It also appears that the current square footage approval includes only the footprint of each building, without taking into account the second floor or mezzanine levels. The 2002 approval was for 30,076 SF of space; we estimate there is currently +/- 38,046 SF including those other levels (actual square footage needs to be verified as part of final design, but this is a close estimate). We would like to correct the record on this as well. (Total square footage as proposed will expand to +/- 38,904 SF). Please don't hesitate to contact me with any questions. Thanks! Page 2 of 2 a SHEARER Audi/Acura South Burlington, Vermont Abutting Property Owners/Addresses June 17, 2011 Farrell Distributing Corp. David M. Farrell Trust 5 Holmes Rd South Burlington, VT 05403 Tax ID: 0870-00005 C City of South Burlington 3 Holmes Rd South Burlington, VT, 05403 Tax ID: 0870-0003N Two O'Briens Properties, LLC 1475 Shelburne Rd South Burlington, VT, 05403 Tax ID: 1540-01233 L Pione Remainder, LLC 1370 Ave of Americas, 291h Floor New York, NY, 10019 Tax ID: 1540-01330 C Plaza Investments 30 Kimball Ave, Suite 101 South Burlington, VT, 05403 Tax ID: 0915-00041 C DS LLC PO Box 2122 South Burlington, VT, 05403 Tax ID: 0870-00002 C Edward B. Crane Trustees 95 Hawn Drive, Box 1799 Frisco, CO, 80443 Tax ID: 1540-01333 C IDC Systems Corp. PO Box 4900, Dept 201 Scottsdale, AZ, 85261-4900 Tax ID: 0915-00040 C Twelveseventy Associates 1270 Shelburne Rd South Burlington, VT, 05403 Tax ID: 1540-01270 C CB R-IOB.17 MN-205 2 TOUT-SOS.I BENCH MARK TOP NUT HYORANT SOUTH SIDE HOMES ROAD, EL - 100.00 1 "-.. GB Ie1 ENIA-210.8 IDUT-210.s w 1 11Aee 1-I10./ BURIED a 2N.d7 1-222.27 30 0 ro 15' SANITARY SEWER I I ON EAST SIDE OF 1 RA RDA /_ 500E DOMN X S ROAD .- ) I 223 DYH r-2J190 2j4 I-221.80 (B') i-224.10 (15-) LAKEWOOO COMMONS 1233 SHELBURNE ROAD LEGEND E TB�I .. .-210i' -1- -- -- - S BURLINGTON. VT 05403 SEWER YNNS ---------------- AND SERVICES ` 1 S1pIN GRAN _ ___________{t _________ ______.r_______ ll�f _ ____________AND ____ ______ _____________ __ _____ ___________--_____-- -- __.V - WATER MAINS _________-_W __-_____- SERVICES _W____----______----__ ll ji 4' PVC SEVER Ell 19�IMII FIRE STATION SLAB EL. _ SOL EPARATER TOR • 218.3+/- Y A I ICONCRETE BLOCK IL ING WALL RETANWA I 11 O 11 60 FO.W. 1 UNDER GROUND TRAFFIC MH CB - 22178 1-221.0• craphk scam 30 60 90 FNW 120 ME Oil' CTON JDTATRHT1E-ANTL7N M1' h S I 1Ce! I _ STAIR TO Z' ROOF -j Tr I n i i _1y DMN CB- -22/.te -2 11 EXISTING AUTO SERVICE BUILDING 1 F.FE.-230.0t ELEC. METER 1 PRMO.lD PXRTE COOHK 30' X 30' 11 M0►0� OAS SERVICE L SERVICE DOOR STONE h STORM DRAINAGE ______-----4___---__-_ i LIQUID PROPANE OR NATURAL GA S -----------4'---______ DEMO CONCRETE _. I b W O( BLOREIAIF�I(' WALL MOVERHEAD J52 POWER _-______ -- W--------- UNDERGROUND POWER W------___ #Z TOPOGRAPHIC CONTOURS IL REMOVE PAMENT VE AND GRAVEL (SAL) LEWIS MOTORS INC ' PROPERTY LINE R� RE 7 7 O OUT D IVA MANNER INDEPENDENTLY WITH ME ORDINARY CANOPY I'� I I STANDARD OF PROFESSIONAL CARE AND HAVE NOT BEEN INDEPENOENRY VERIFIED BY THE j• Y.�.e OWNER OR ME DESIGN ENGINEER. 15' EASEMENT FOR,'CROWN ROAD' I7N.J I DIFFERING SUBSURFACE OR PHYSICAL CONDITIONS: IF CONTRACTOR BELIEVES THAT ANY SUBSURFACE OR PHYSICAL COND 17ON AT OR .._..._.... EXISTING SALES I MIA _ CONTIGUOUS TO THE STE THAT IS UNCOVERED OR REVEALED EITHER: (I) IS OF SUCH A IS' °3 BUILDING ; NATURE AS TO ESTABLISH THAT ANY *TECHNICAL DATA' ON WHICH CON IRA LTOR RELIED IS x ^' II` F.F.E.-238.Ot I� I MATERIALLY INACCURATE, OR (2) IS OF SUCH A NATURE AS 70 REQUIRE A CHANGE IN THE E pi=NI I O I PLANS / CONTRACT DOCUMENTS, OR (3) DIFFERS MATERIALLY FROM MAT SHOWN OR INDICATED IN ME PLANS / CONTRACT DOCUMENTS OR (4) IS OF AN UNUSUAL NATURE, AA �IJ I 7<I AND DIFFERS MATERIALLY FROM CONDITIONS ORDINARILY ENCOUNTERED AND GENERALLY _ 4 I I RECOGNIZED AS INHERENT N WORK OF ME CHARACTER PRONGED FOR IN ME PLANS / - - - - - - - - - T - II �y};� I CONTRACT DOCUMENTS MEN CONTRACTOR SHALL, PROMPTLY AFTER BECOMING AWARE ~ 2J0 ^' I i THEREOF AND BEFORE FURTHER DISTURBING ME SUBSURFACE OR PHYSICAL CONDITIONS OR PERFORMING ANY WORK IN CONNECTION MEREWIM (EXCEPT IN AN EMERGENCY), NOTIFY LE/RRE DISPLAY AREA ` VEHICLE DSPUY AREA OWNER AND ENGINEER ABOUT SUCH CONDITION. CONTRACTOR SHALL NOi FIRMER DISTURB SUN r-22/.17 �y I SUCH CONDITION OR PERFORM ANY WORK N CONNECTION MEREWITH (EXCEPT AS AFORESAID) UNTIL RECEIPT OF WRITIEN ORDER ID DO SO DIGSAFE: IN ACCORDANCE NTH VERMONT STATE LAW (VIA TITLE 30 CHAPTER BB AND PSG RULE �L 3.e00) ME CONTRACTOR SHALL BE RESPONSIBILITY TO CONTACT DIGSAFE SYSTEMS INC. METER CABIrNIT ON COVC. SLAB-MGIAFE' AT 1-BBB-JN-71J! AT LEAST b HOURS, EXCLUDING IA IUROA YS, SUNDAY$ - I I AND LEGAL EXCEPT TIN BUT NOTMER MORE MAN JO DAYS BEFORE COMMENCING EXCAVATION --------r-..----------�-- . Jg-�f-----� � ACTIVITIES EXCEPT IN AN EMERGENCY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR - -- - - -- - - - -- PRE-MARKNC THE STE AND MAINTAINING DESGNATED YARNIrvLS fOR MORE INFORMATION A' 000 I ON DIGSAFE REQUIREMENTS SEE-OIBCAFXO a.tm://...-a®NI LOT COVERAFF ---------------- +---------------------+r -- -- + -'-=Jr i------ ----------- - -- - ____y-___________________y._A__ _--_____-__*- APPROVED 2G02 LEWIS MOTORS __________ -- --------4------1- - . sm"r-7J9.B BUILDINGS SIE I10.5b S.F. - 140J4.3 ACRES A I 2- !/.7 BOLDINCS J0.076 S.F. OR lf.lx J 1-231.f EXISTING PAVEMENT 121,4JI S.F. OR I= STORM 9pEWV1U( TOTAL COVERAGE 71.Ox /' I 1•' FRONTYARD NE T ,750 IF. - 0.5 ACRES BUILDINGS Z557 IF OR 10.82 PAVEMENT 11,054 S.F. OR Sp,$ SHELBURNE ROAD - US ROUTE 7 I TOTAL COVERAGE s7.3X HOMES ROAD FRONT YARD 11.931 S.F. - 0.3 ACRES - --- - - BUILDINGS 1.215 S.F. OR 10.4X PAVEMENT Z20B S.F. OR LIM TOTAL COVERAGE 2e.ex it PROPOSED SHEARER AUDI - - BUILDINGS 9.83 S.F. OR 5921 W PAVEMENT TOTAL I.F. OR 7Z7X i TOTAL COVERAGE ]I ]X SHELBURNE ROAD FRONT YARD BUILDINGS J.I22 S.F. QR 1l.6X I I PAVEMENT 10,J69 .. OR }jls RECEIVE ON FIRE CD EP AGr T PAR CITY tx SLOTH BIIIRLINC 21. ENE SrDS.F. ENf PARCEL LOT SIZE 11,B64 S.F. - lg.J ACRES BUILDINGS J,%e S.F. OR JL PAVEMENT 7,822 S.F. OR JS.Ri TOTAL COVERAGE 51AX COMJ U L 0 8 2011 PROPOSED%O SZ PARCELS .PAOJ S.F. OR 7.5 2XCRES PAVEMENT 127.461 S.F. OR ALL TOTAL COVERAGE 7GOX City of So. Burlington MDELL CONSULTING ENGINEERS (ICE) 478111& PMt WoWd PD. 0. 306 IBD3) M9d1311P1.* W WIbI V.M-* 05493 A071 17900600IW VI@Lk-IXt WTest. AYWW.711d.WY•Id&qjmW Tla wNS A- vrAu a Aw IAoa a H:Q4�11111L Alraovu A!•A1690N Rf111MAKY AI,,CAf E110pOM ACT 1J0 ANNINBON I APLtAW. 1/4AL ARIDVN. 9MA14SON G016fWIKTgN OIAW/104 ] R°-.a. ass-w�l m.sueuw an wrre m r ,r w m,Mel e., °A adi..Iw�4mb� °M/esleveu• p Ar.r r m,rm-a •RID Npm' AAbn•-,a�m.I �In .Hem s:! 1°tN 4p'ua -..+r wb�r 4Y.r. •• w >sw s was. was. p Up--. B U \R a N( N a. T/ O N s D u r H B U L 1 G T O1 Project Location N. I D.". DX14 y swum Ille .-q- MMIWX\`4,, IOU M1�,;;� ,>rk SHEARER AUDI SOUTH BURLINGTON 1301-1325 Shelbume Road South Burlington, Vt Sh.d Tme Site Plan DnN1,1RNM.*- 101101e-5+ GmIYm: 1 PNA D! : G6/15/201i M 223 Sd/I r - 30' Ro)ed IefeeA¢ : 95058 Mid( B- hFOE: 68 - App-d SPI i SO us Budinoon Aud Service RECEIVED JUL 0 8 2011 r City of So. Burlington �-NDSHAPES� landscape design & installation September 29, 2006 Dave Lewis 1325 Shelburne Road South Burlington, Vermont 05403 Tel: 802 658 1130 Estimate: Planting Improvements - Lewis Motors Planting Schedule: Entrance, Building, and Boulder Plantings Qtv Size Growth Species 12 24"-30" 3-4' X 4-6' Tauntonii Yew 5 18-24" 2-4' X 24 Globe arborvitae (Transplanted) 13 3 Gal. 4-5 X 4-5 Dwarf Korean Lilac 9 2-3 Gal. 3-4' X 4-5' Anthony Waterer' Spirea 14 2-3 Gal. 18"-24" X 3-4' Flower Carpet Rose'Pink' 3 3Gal. 6-8' X 6-8' Summer W ine' Ninebark 13 2-3 Gal. 3-4' X 4-5' Goldmound' Spirea 12 18-24" 18-24" X 8-12' Tam Juniper 10 2-3 Gal. 3-4' X 4-5' Ragosa Rose 7 2-3 Gal. 3-4' X 3-4' Rudy Hag Burning Bush 5 2-3 Gal. 2-3' X 2-3' Double Knockout Roses 7 7 Gal. 3-4' X 3-4' Shamrock Inkberry Planting Schedule: Sidewalk/Curbside Plantings Qtty Size Growth Species 41 2-3 Gal. 3-4' X 4-5' Anthony Waterer Spirea 88 Rogers Lane • Richmond, Vermont 05477 (802) 434-3500 • Fax (802) 434-3002 www.Landshapes.net Fax: 802 862 0544 Cost(per) Total Cost Installation Value $41.50 $498.00 $1,245.00 - - $750.00 $21.75 $282.75 $706.85 $15.25 $137.25 $343.13 $17.25 $241.50 $603.75 $18.50 $55.50 $138.75 $15.25 $198.25 $495.60 $18.50 $222.00 $555.00 $20.00 $200.00 $500.00 $17.25 $120.75 $301.00 $20.75 $103.75 $260.00 $51.00 $357.00 $890.00 $2,416.75 Cost(per) Total Cost Installation Value $15.25 $625.25 $1,563.25 Total $3,042.00 $8,352.33 NOTE: Prices do not include planting soils, mulch, fertilization, etc. Price reflects installation only. r' - 1 Af L NDSHAPES landscape design & installation September 29, 2006 Dave Lewis 1325 Shelburne Road South Burlington, Vermont 05403 88 Rogers Lane • Richmond, Vermont 05477 (802) 434-3500 • Fax (802) 434-3002 www.Landshapes.net Tel: 802 658 1130 Fax: 802 862 0544 Estimate : Planting Improvements - Lewis Motors Planting Schedule: Entrance, Building, and Boulder Plantings (Qty Size Growth Species 12 24"-30" 3-4' X 4-6' Tauntonii Yew 5 18-24" 2-4' X 2-4' Globe arborvitae (Transplanted) 13 3 Gal. 4-5 X 4-5 Dwarf Korean Lilac 9 2-3 Gal. 3-4' X 4-5' Anthony Waterer' Spirea 14 2-3 Gal. 18"-24" X 3-4' Flower Carpet Rose'Pink' 3 3Gal. 6-8' X 6-8' Summer Wine Ninebark 13 2-3 Gal. 3-4' X 4-5' Goldmound' Spirea 12 18-24" 18-24" X 8-12' Tam Juniper 10 2-3 Gal. 3-4' X 4-5' Ragosa Rose 7 2-3 Gal. 3-4' X 3-4' Rudy Hag Burning Bush 5 2-3 Gal. 2-3' X 2-3' Double Knockout Roses 7 7 Aal. 1-4' \ 1-4' Shamfc •k Inkherly Planting Schedule: Sidewalk/Curbside Plantings (Qt y Size Growth Species 41 2-3 Gal. 3-4' X 4-5' Anthony Waterer' Spirea ('usl (per) Total Cost Installation Value $41.50 $498.00 $1,245.00 - - $750.00 $21.75 $282.75 $706.85 $15.25 $137.25 $343.13 $17.25 $241.50 $603.75 $18.50 $55.50 $138.75 $15.25 $198.25 $495.60 $18.50 $222.00 $555.00 $20.00 $200.00 $500.00 $17.25 $120.75 $301.00 $20.75 $103.75 $260.00 $2,416.75 Cost(per) Total Cost Installation Value $15.25 $625.25 $1,563.25 Total $3.042.00 $8.352.33 ♦01I.: 11r"r• do Twl include planting .oils. mulch. 161iliial1011. etc I'Ille rellcti % nlstallaurm onh. ANDSHAPES� landscape design & installation September 29, 2006 Dave Lewis 1325 Shelburne Road South Burlington, Vermont 05403 Tel: 802 658 1130 Estimate : Planting Improvements - Lewis Motors Plantin¢ Schedule: Entrance, Building, and Boulder Plantings (sty Size Growth Species 12 24"-30" 3-4' X 4-6' Tauntonii Yew 5 18-24" 2-4' X 24 Globe arborvitae (Transplanted) 13 3 Gal. 4-5 X 4-5 Dwarf Korean Lilac 9 2-3 Gal. 3-4' X 4-5' Anthony Waterer' Spirea 14 2-3 Gal. 18"-24" X 34 Flower Carpet Rose'Pink' 3 3Gal. 6-8' X 6-8' Summer Wine' Ninebark 13 2-3 Gal. 3-4' X 4-5' Goldmound' Spirea 12 18-24" 18-24" X 8-12' Tam Juniper 10 2-3 Gal. 3-4' X 4-5' Ragosa Rose 7 2-3 Gal. 3-4' X 3-4' Rudy Hag Burning Bush 5 2-3 Gal. 2-3' X 2-3' Double Knockout Roses 7 7 Gal. 3-4' X 34 Shamrock Inkberry Planting Schedule: Sidewalk/Curbside Plantings Otty Size Growth Species 41 2-3 Gal. 3-4' X 4-5' Anthony Waterer' Spirea 88 Rogers Lane • Richmond, Vermont 05477 (802) 434-3500 • Fax (802) 434-3002 www.Landshapes.net Fax: 802 862 0544 Cost(per) Total Cost ]Installation Value $41.50 $498.00 $1,245.00 - - $750.00 $21.75 $282.75 $706.85 $15.25 $137.25 $343.13 $17.25 $241.50 $603.75 $18.50 $55.50 $138.75 $15.25 $198.25 $495.60 $18.50 $222.00 $555.00 $20.00 $200.00 $500.00 $17.25 $120.75 $301.00 $20.75 $103.75 $260.00 $51.00 $357.00 $890.00 $2,416.75 Cost(per) Total Cost Installation Value $15.25 $625.25 $1,563.25 Total $3,042.00 $8,352.33 NOTE: Prices do not include planting soils, mulch, fertilization, etc. Price reflects installation only. i.NDSHAPES landscape design & installation August 22, 2006 Dave Lewis 1325 Shelburne Road South Burlington, Vermont 05403 Tel: 802 658 1130 Estimate : Planting Improvements - Lewis Motors Planting Schedule: Entrance, Building, and Boulder Plantings 88 Rogers Lane • Richmond, Vermont 05477 (802) 434-3500 • Fax (802) 434-3002 www.Landshapes.net Fax: 802 862 0544 Otyt Size Growth Species Cost(per) Total Cost Installation Value 12 24"-30" 3-4' X 4-6' Tauntonii Yew $41.50 $498.00 $1,245.00 10 18-24" 2-4' X 2-4' Globe arborvitae (Transplanted) - - $750.00 13 3 Gal. 4-5 X 4-5 Dwarf Korean Lilac $21.75 $282.75 $706.85 9 2-3 Gal. 3-4' X 4-5' Anthony Waterer' Spirea $15.25 $137.25 $343.13 14 2-3 Gal. 18"-24" X 3-4' Flower Carpet Rose'Pink' $17.25 $241.50 $603.75 3 3Gal. 6-8' X 6-8' Summer Wine' Ninebark $18.50 $55.50 $138.75 FRI 13 - a(. 374' X 4- • oldmound' Spirea $15.25 $ i98.25 $495 60 8 18-24" 18-24" X 8-12' Tam Juniper $18.50 $148.00 $370.00 ose Planting Schedule: Sidewalk/Curbside Plantings Otyt Size Growth Species 4„ '2-3 Gal. 3-4' X 4-5' Anthony Waterer' Spirea Cost(per) Total Cost I[IN IAIIAtinn v allle $15.25 $625.25 $1,563.25 Total $2,386.50 $6,716.33 NOTE: Prices do not include planting soils, mulch, fertilization, etc. Price reflects installation only. NOTE: Areas hilighted in green represent substitutions made to perennials. v i-NDSHAPES landscape design & installation 88 Rogers Lane • Richmond, Vermont 05477 (802) 434-3500 • Fax (802) 434-3002 www.Landshapes.net August 22, 2006 Dave Lewis 1325 Shelburne Road South Burlington, Vermont 05403 Tel: 802 658 1130 Fax: 802 862 0544 Estimate: Planting Improvements Plant Installation : Entrancc & Boulder Plantings • Spray out bed shape, remove existing sod / debris and haul away. • Create edge to deter weed growth. • Haul in approximately 15 yards of compost and spread for a proper planting environment. • Transplant existing (10) 18-24" Globe arborvitae to both sides of entrance. • Install: (9) 2-3gal A.W. Spirea, (3) 3 gal 'Summerwine'Ninebark, (13) 2-3 gal Gold mound spirea, (8) 18-24" Tam Juniper, (10) 2-3ga1 Ragosa Rose. • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 8 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total $6,895.00 ---------------------------------------------------------------------------- Plant Installation: Sidewalk/Curbside Plantings • Remove existing Rip/Rap / sod / debris and haul away. • Haul in approximately 51 yards of compost to ammend native soil for a proper planting environment. • Install: (41) 2-3 gal Anthony Waterer Spirea • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 13 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total $8,895.00 ---------------------------------------------------------------------------- l i-NDSHAPES landscape design & installation Plant Installation : Acura Sales Building C 88 Rogers Lane • Richmond, Vermont 05477 (802) 434-3500 • Fax (802) 434-3002 www.Landshapes.net • Haul in approximately 4 yards of compost and spread for a proper planting environment. • Install: (14) 2Ga1'Flower Carpet' Pink Rose. • Apply Bioplex 4 in 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 2 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total $1,215.00 ------------------------------------------------------------------------•--- Plant Installation : VW Sales Improvement • Haul in approximately 3 yards of compost and spread for a proper planting environment. • Install: (12) 18-24" Tautonii Yew, (13) 3 Gal Dwarf Korean Lilac. • Apply Bioplex 4 in I Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 2 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total $2,435.00 ---------------------------------------------------------------------------- Total Cost $19,440.00 ANDSHAPES .Jlandscape design & installation July 8, 2006 Dave Lewis 1325 Shelburne Road South Burlington, Vermont 05403 Tel: 802 658 1130 Estimate : Planting Improvements - Lewis Motors 88 Rogers Lane • Richmond, Vermont 05477 (802) 434-3500 • Fax (802) 434-3002 www.Landshapes.net Fax: 802 862 0544 Plantiny- Schedule Qtyt Size Growth Species Cost(per) Total Cost Installation Value 14 2Gal 3-4' X 4-5' Flower Carpet' Pink Rose $15.25 $213.50 $533.75 9 2-3gal 3-4' X 4-5' A.W. Spirea $15.25 $137.25 $343.13 3 3gal 6-8' X 6-8' Summerwine' Ninebark $18.50 $55.50 $138.75 48 1-2gal 2-3' X 2-3' Stella D'oro $8.50 $408.00 $1,020.00 8 18-24" 18-24" X 8-12 Tam Juniper $18.50 $148.00 $370.00 11 2-3gal 12-18" X 3-4' Nepeta'Walkers Low' $8.50 $93.50 $233.75 8 18-24" 3-4' X 4-6' Tautonii Yew $41.50 $332.00 $830.00 13 2-3gal 4-6' X 5-T Dwarf Korean Lilac $46.25 $601.25 $1,503.13 $11989.00 $4,972.50 NOTE: Prices do not include planting soils, mulch, fertilization, etc. Price reflects installation and material only. iun 28 06 07:28a J Hutchins Inc 802 434 3002 p.2 LNDSHAPES landscape design & installation 88 Rogers Lane - Richmond, Vermont 05477 (802) 434-3500 - Fax (802) 434-3002 www.Landshapes.net April 14, 2006 Dave Lewis 1325 Shelburne Road South Burlington, Vermont 05403 Tel: 802 658 1130 Fax: 802 862 0544 Estimate: Planting Improvements n Plant Installation : Acura Sales Building • Haul in approximately 4 yards of compost and spread for a proper planting environment. • Install: (14) 2Gal 'Flower Carpet' Pink Rose. • Apply Bioplex 4 ui 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 2 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total-----------------------------------••------------------------------------•- $1,170.00 Plant Installation : Entrance & Boulder Plantings r out bed shape, remove existing sod / debris and haul away. Spray o l � g Y • Create edge to deter weed growth. • Haul in approximately 15 yards of compost and spread for a proper planting environment. • Transplant existing; (8-10) 18-24" Globe arborvitae to both sides of entrance, as per discussion. • Install: (9) 2-3gal A.W. Spirea, (3) 3gal 'Summerwine' Ninebark, (48) 1-2gal Stella D'oro, (8) 18-24" Tam Juniper, (11) 2-3ga1 Nepeta'Walkers Low' • Apply Bioplex 4 in I Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 8 yards bark mulch to retain moisture, and spread. • Water and fertilize plant material to promote establishment. • Includes labor, equipment and materials. Total $6,900.00 Jun 28 06 07:28a J Hutchins Inc 802 434 3002 p.3 ( LNDSHAPES landscape design & installation 88 Rogers Lane • Richmond, Vermont 05477 Plant Installation : VW Sales Improvement (802) 434-3500 •Fax (802) 434-3002 www.Landshapes.nct • Haul in approximately 3 yards of compost and spread for a proper planting environment. • Install: (8) 18-24" Tautonii Yew, (13) 2-3gal Dwarf Korean Lilac. • Apply Bioplex 4 bi 1 Planting Granules to stimulate root growth and reduce shock. • Haul in approximately 2 yards bark mulch to retain moisture, and spread. • Water and fertilize: plant material to promote establishment. Includes labor, equipment and materials. Total $2,100.00 Lawn Renovations Haul in approximately 4 yards of loamy topsoil for proper rooting environment. Hand -rake to grade to allow for proper drainage. Hydroseed with seed, fertilizer, fiber mulch, tacifier and Fiber Plus to allow for maximum germination. Includes labor, equipment and materials. 11 Total No Charge Total Cost $10' 170.00 ------------------------------.---------------------------.---------------•- DEVELOPMENT REVIEW BOARD 1 OCTOBER 2002 PAGE 4 The same situation applies to this application as to the previous one. Mr. Farley moved to approve the sign application of IDS Systems for a landscape feature sign at 40 IDX Drive subject to the stipulations in the draft motion of 1 October 2002. Ms. Quimby seconded. Motion passed unanimously. 8. Permanent sign application of Farwater, Ltd., seeking approval of a landscape feature sign, 325 Lime Kiln Road: Mr. Belair indicated staff has no issues. Mr. Boucher moved to approve the sign application of Farwater, Ltd., for a landscape feature sign at 325 Lime Kiln Road subject to the stipulations in the draft motion of 1 October 2002. Ms. Quimby seconded. Motion passed unanimously. 9. Public Hearing: Final Plat Application #SD-02-59 of Farwater, Ltd., to amend a previously approved planned unit development consisting of 85 residential units in four buildings and 88 units of congregate housing in two buildings. The amendment consists of: 1) relocating and reducing in size the pool structure at 325 Lime Kiln Road, and 2) removing the breezeway pool connection at 327 Lime Kiln Road: Mr. Chase showed the location where the amendments will occur. He noted the roof will become a shed roof instead of a pitched roof. Staff had no issues with the plan. Mr. Boucher moved to approve Final Plat Application #SD-02-59 of Farwater, Ltd., subject to the stipulations in the draft motion of 1 October 2002. Ms. Quimby seconded. Motion passed unanimously. 10. Public Hearing: Preliminary and final plat applications #SD-02-63 and SD- 02-64 of the Lewis Family Limited Partnership and the City of South Burlington to amend a 29,160 sq. ft. auto sales and service commercial complex and fire station. The amendment consists of establishing a planned unit development for the properties owned by the applicants and: 1) construct a 4050 sq. ft. addition to an existing auto sales and service building, and 2) expansion of the parking area, 1301-1325 Shelburne Road and 3 Holmes Road: David Lewis said this is essentially the same plan as the one shown at sketch plan. He showed the location of the handicapped parking spaces. Impact Fee Calculation for New Non-Residentiai construction A Project Name 4y� 'A LOQ 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 �3 ��"C� E x F H top ,, ,� Above in units of$1,000 �ljG_ yj�f G / 1000 ,.Co� I Existing land value k iC^J;f�' / 3� �"�3 Grand list J V Above in units of $1,000 /�j �� j 1/1000 K Total value of site and improvements after construction (� Sf `l�% G + I L Above in units of $1,000 �j , 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 (J) for past tax payments W (Table FP-4) $144.56 /q• 33 A07 , a MxN b� JxP s1 I LxR /s16.yE3 O -Q -S 5-r,,7 H x 1.875 U 3.30 $0.87 x U a 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 Above in units of $1,000 Y / 1,000 Credit per $1,000 of post -construction value for future tax AA pmts (Table FP-5) 7j �— From --41 7 ,.✓ 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 75 11'>I��4-) ;�, 915V Calculation sheets.xls �00 c-, CITY OF SOUTH BUR,L.INGTON (DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 October 16, 2002 David Lewis Lewis Family Partnership PO Box 4511 South Burlington, VT 05486 Re: Final plat and preliminary plat applications of the Lewis Family Partnership Dear Mr. Lewis: Please find enclosed the Findings of Fact and Decision of the Development Review Board approval on October 1, 2002. The final plat plan shall be recorded in the land records within 90 days or this approval is null and void (I/13/03). If you have any questions, please give me a call. Sincerely, n 1 Stephanie A. Smith Associate Planner The City of South Burlington 10/1 /02 MOTION OF APPROVAL LEWIS FAMILY PARTNERSHIP PRELIMINARY AND FINAL PLAT SHELBURNE ROAD I move the South Burlington Development Review Board approve preliminary plat and final plat application #SD-02-63 and #SD-02-64 of the Lewis Family Limited Partnership and the City of South Burlington to amend a 29,160 square foot auto sales and service commercial complex and fire station. The amendment consists of establishing a planned unit development for the properties owned by the applicants, and: 1) construct a 4050 square foot addition to an existing auto sales and service building, and 2) expansion of the parking area, 1301-1325 Shelburne Road and 3 Holmes Road, as depicted on a plan entitled "Lewis Motors, Inc. 1301-1325 Shelburne Road South Burlington, VT Final Site Plan" prepared by Trudell Consulting Engineers, Inc., dated 7/29/02, with a last revised date of 9/16/02, with the following stipulations: 1) All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2) The plat plan shall be revised to show the changes listed below and shall require approval of the Director of Planning and Zoning (hereinafter Director). Four copies of the approved revised plat plan shall be submitted to the Director prior to recording. a) The plan shall be revised to note the building and pavement coverage information on the final site plan. b) The plan shall be revised to note the customer and employee parking areas. c) The plan shall be revised to provide a bike rack for the southerly auto service building. 3) For the purpose of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Development Review Board estimates the 4050 sq. ft. addition will generate an additional 14.33 vte's during the P.M. peak hour. 4) Prior to issuance of a zoning permit, the applicant shall post a $6,000 landscape bond. The bond shall remain in effect for three (3) years to assure the landscaping takes root and has a good chance of surviving. 5) Pursuant to Section 12.406 (b) of the zoning regulations, the Board modifies the side yard setback requirement and allows two (2) storage containers to encroach five (5) feet into the 15 foot side yard setback requirement. 6) Any change to the final plat plan shall require approval by the South Burlington Development Review Board. 7) The final plat plan shall be recorded in the land records within 90 days or this approval is null and void. The plan shall be signed by the Board Chair or Clerk prior to recording. P-j TO IS- SANITARY SEWER _ ` - ---- •� / 'E 6sh:.. ` - LEGEND EasnNc cB // / / I ExsrnNG- _ �,,."'. p169T 1r ON EAST SIDE OF .r. .r ,,.{1I.• `�,-."�..' ..-.^-.- 4TQ4M YN --.Y-- WV. IN W52 RAILROAD f� 500' i•' j /'/ / �/ QEAN STfl i''' CA{(Y1 BASIN-"' /'� �� ' „ l .•�'RQ1.2J_I.90 . ..i--'.�``..•�' `\\ NV. Wi - 2057 • DOWN HGAES ROAD t -••^' ... ^^''�._. i / ,.. / RfIV. _224.80 It E.YISTM PROPO$Ea i _ /8 - r� .Du k'' � BENCHMARK '^':r^^ f�--^.�"�^ "" �� __ �.•�•�ir TOP NUS HYDRANT H i ..^""`."- ^.-� --__. ._ ��' ------ ------------ ---- -_--- ---_ -_-- ------ --- ---- -_--- __ ___-------_•___-______ • ' / ±397.04' N,18 ;I0'215" E ..'' .."` --""' ...^^' ~..,•^'...-"' �- �.� � Mo�sERMNces salnH SIDE HawEs / ------ ----- -------- - --- /------ ------ ---- ' -- ----------- ---------- ROAD, EL - 100.00 / '• / -' STpLY'8RA8Y"--""•� ^.•^'"`` '_� _-`_- r'. J� f ,,---yam- __ �/ ___ ____ __ - ^-C �` S 7233 WATER MAINS __ /C / � "'� •c� '' - '� s-s'=j^ /_ / �} !��'I ,MAKE OMMON Mo SERVICES . --r 7� 7� r 7` i3 =----- j - -- -_ -T`_ f / 1 ( BURNE ROAD LIQUID ROPAAGE C 8 ` ,.,�____ • �__ I' /• / _L�7 _-,a _. ri - .;- °-'i!` Y"-'"- J-_-_-�_ _ -_ Tt_�_ ! 3 f 1 ! I . __ c_ .__ _ 5. 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ROUTE,? j ! i * B'�IED m BED RIGHT-OF-WAY LINE I , I .� EXTsnec CATCH -^'" �-- / 1' (M.,r' / / '-------- ------- ra BASIN i /f"{ f / % // / �up - I -- _uv - // i ' I f •-RBy E1. WEER GPM�'� UNDEROICATIO _ __ EXISTING , --a 1, '( ! I r-22aS i I Iygj. I f •' / �--.� .. �! / - _�._ / ��„ i quo TICS / CAS VALVE t pl , 1 • 1_224.0 ----.+'7 1 1 / / ! ,." v.' / / - 1 i. �..,,. - i t - _ fi.tlw T I-213.J I� i-imwaRARr "-T tRTP svRUE smRncE i /J'-~ I ITEM ro 9E REMovEO/ --- _ ._.......... ......... EXISTING Ge _ 1 I RIM - 214.a1 - T -1 r / i l I I / w a.oa. • REGRAOE NV. W - 21as , •- / I ! SEWER MANHOLE O O ' ' ' t t \ \ ! •-' 4 BUSHES spt /` lREw01¢ '/0 BE / J••��G BfnAOKXIS E]651wG LWRINRE C ! / 1 / y i I ' -- STORM DRAINAGELMwmm O ExsTWc Ce S II+ t I i \ 170� 0' 9 1830' 5- W 776r TauWP f // / / �8so• l P,twOtvlT: ro BE R6aa,En !,/! { f //.. --• i t _ f RIM - 21468 I , S ( 11 / UP TIP ! / i i> / \ SEWER CLEANOUT NV. - I1Q8 RU'P -{ �t MAPLE TREE .) _C ��.'P! '� } CATCH BASIN ❑ rvpsnrlc , -- .L IRErAww wAu / . T-- r- , - -- - - - - i� 1 i ., II �•�- vALLE`w .4 dP ' '1 --.a>' ,h t WEAR AGGAR fWr9f F114.D0 W l/� >---- fd I ! t L0.w !• 717.0 1-224JO OUT[1 eRELO�CAIiDf1I1Q'� 1 .. •Tu. tl ( I i `` r I �r , 1. i ' i ' ii( I \ \ CURB STOP �•' • • / !!! , : RASH IN&LTSINeI By O ! t a ' j! i ! /� I /I 7 / .., } i J r I f flp ; " �1if"s.9J'i 1 f UTILITY POLE } II00 _ r Mm OR �,---al✓'' i i - ^~ / i I /PRaP•ogD s' )N.Hm , '` QaKRE1E QMB • NEFER 7D Ali 4 j / I yy t LUMINAME •Ci V • 9W V/ _ 'e'r / D"!'� �' / WHEEL SIG• ENCLO9�RE ll4Yle� 1 ' 1 ' I OIMPSTER k' / •� I I ' ENaosuREl i WALL MOUNTED 4 t / / / PAD (2;�•+HJ7 \ 1 I , I i t I I s / / ( •Eil '.`- �i 1 SECURITY UGHT FENCE EHa.., / -- {. -,f / v'.. MANLBbx TO e1 RELOCATED / / t I _ l". / / m w a1As+ LINK FENCE I ? I BE REMOMDL,.,._ ! ! _ _Aim I2ft, B OARY Op' % t �L .•.. • !O i + I t j PROPOSED UGHTIIVG KEY p �} ByARP71£TT BAY ::' SH i I GERLAY DISTRIC 1' 1 I \ 1 _ { y t t' 400 W SUPER METAL HALIDE MODEL 1 F12 FT --rw'' II :,. Q '-RancyTED MAtroK fl / / I , I , \ PJ m-• SINGLE Ls cussc-a.z FoewARo nlRaw i t { 1 I ! wT I/Sr OrSR48 SIGN . ) wIJ I I i t / V \ 4005UW FART PHOTO ELECTRIC CONTIROL WIN tIA t i 7 I SERVICE t - h t i I )-�-T TIMER OLERWW, 20' FOOT MOUNTING HEIGHT �`-.-Br" �1, l l l RLOGI OftARN PR j I 1 s 1 I;ic >~t'l` t 11 TIC�t 4 111! OUTLET ADDITION / 1 i PA �� 'NI' �Tw i I I -SECURITY 0 ; `` BLDG { of^ I LIGHTS ; 1 ! �I SEWER EXISIINC \` I _A( I b ( TYPICAL , ' i ^'��ratt'(� \Z P4 Bl-1 SINGLE METAL HALIDE MODEL CTM FT 4005MH FMTPER 1 1 t4 1 ///REMOVE me-amd, CILLINATER a t - L \ I fIB' (TIP.)I ' Rk10G41ED 57FII S hZ PHOTO ELECTRIC CONTROL WTN TIMER PAVOdi/TRAM1 ro --�`~ t t -.-.L � w �'. L ARA I I I 1 j UGirAIERe (1) 8Yi0' OVERRIDE: Jo' MOUNTING ME1G111' / EXISTING GTC)1 BASIN i Q REMOVED LOAN • 5® ` I t;'Sp' WP / _y. . 231.71 y I ! IS gr ' EXISTING BATCH BASH \ DW RWD AREA AS t' N.C. 9 ! Q IV_'i AFIDED (TYPJ 1 Ig1,1 /',>� t / T i",1 i \ I _31.53 \ + . pr' _ I PROPOSm iCH BASIN TYPE D t Q 1 _ h13A9J .. ` \ P42i • �O1B0' LA O7AnW 11 HALIDEFORWARD THROW FT W "�✓V' j G !' I' M aJ I ') I 1 y I \ V \ SUPER METAL HALIDE Ma0E7. CM Fr IOOSLH )�B.t q ( 1 // i-MATCHJOsnMc t i 1 1 SERVICE '• O ' i\ •♦ i \ \ FART e I -WATCH EXISTING �� 18 MVP. r-129 r.jj I (. > / / . ! DOOR � ; 1 OMIEORTON MWELECTRIC OUMNnHc HEIGHT EXIST" ,h U1t I ( )- -, Z25.3'y1W I 4' HIGH I 1 \ ; \ t, SITE DATA CATCH BASIN it 1; 70 I s SETS -. w q 1-u5.vl r _ 5 �W� n i EXIS77NG AUTO CONCRETE I I i 1 • �. --- 21aJ7 F B'" i \i \ 1. OWNER : LEWIS FAYIY WIFD PMRIFR9F h22zn 1 O �t i ,F- AM,..._w..., BEREMI::•D SERMC£BUILDING _rib-' OCK / RETANRNG WALL j , Po BOT u,l 54 BURUNCIQV, VT i i F.F.&-23827 TOP - 241t I 1 I z zwwc asmcr couumou GI -AUTO' EXISTING AUTO n � � / � \ REMOVE EXISTING - V \h t I I L/I, fQ I?e I \ t`\ SPRUCE 'III 1 -- SERVICE BUILDING V Ta 1 '� 1 \ �� `��-- 'V'' t I • VVV YreACN REWRIEMwiS : SIDE SETBACK 3(1• (40' HOLLIES ROAD) rla I F.F.E.�230.Ot �,.� IN s10RAGE f -, b 1 \ �� , RE sSETBA 13' RELOCATE EM051NG---__-_ I � i ORS DRCP PA I P Vi REM SEIBAIX JO' ' } � ,r-PREV{OLLA.Yi MITWYWER N. Culdsf 4 (17P.) I wW FAa ` i :i t RETAIL BLM.DBJO \ 1 9iE IS SERVED BY: MUNICIPAL W-A770 CURB CUT 46 LF ' t / I / _ I i u APPROVED - \_-"- 1 11 \ Y r 9 I I i 1 jl y� O �) --}� GREEN MOmruN POWER CORPaeAnON �•-JN' 15' EASEIA.E FOR -CRO IROAO' i �'`•� ! I i II '(,� f I V9WOIr Gs sn1EY5 Rlc PAVEIENT/YRAVfl. ro EE REMOVED 1° t Y6 9• ' j I C --I i , i I 'I. EnSn G it 1 PROPOSED COVERAGE CALCUL477ONS OATH (TYP.) U�nA?BED AREA AS @II t y 1 �I SEF laTE 4 / n WiOE'IE `��.(- GMOPr 11 y\t G1J9 6 BASIN t I , FORMER R-O-W I 1 I CALVAN2FD sTEa CorauT ABOVE t i r Grm BWIOI �, _ - _ I � wzu-J t I 1 I I FROIRD m EEEC7IK-A PAK1 W SERNCF 1 ' i 1 I t / (r TOTAL AREA OF 215,429 IF. - A94 ACRES AREA PROVIDE ELECTRICAL EQUIPMENT ' ITYP-) 1 j SEO PoWEB FOR LIGHTS Ny �B.S� _ -� N XJr/ I I �\ I i < AND COMMUNICA -S FOR -- I EXISTING SALES / iQ I---j-_-----_-j.-� I, NECESSARY ro TE TIME FOR LIGHTS LIGHTS 1 y >Q 11 / SEPARATE ?WEER FOR L1O1115 �. 1$• t. EXISTING SALES rBUNIDINCS S BUILDING I IL`' / \ L07 COVERAGE: PAVCM1GS: J0.076 SF. OR 14.OR p t FOR OE SLH T PVC GONDW7 � > t / } +/ F.FE�238.03 I I � / I t PAMME7Nr.• fza499 sF OR szJx P_Rp11N�E \ FOR POWER TIT NEW LIGHTS - I I 4' IXT¢10 GCNCIfETE CURB 1 �� ^- / Y 1 [ A'- a¢ xeal 8, ji Tss t NUMBER OF CONDUITS FUTURE MIAL COVERAGE--71.3X w , H iOys,, / • 1 3, t I a BY DIMMER GAS RNCE� I t �� TO^--, \ \ I Fnmr YARD COVGAGE: VV,, �( AtTE185r ejf" -f ---I I ` \ \ At" SF. - Q8 ACRES yyy ) I 7 (E REMOVED, R¢ I.i :IPRaPosEn cOIKTEft LOADING 'o • GNdPY- j I ! t n1E•J• t L1AI9IARTES (PJ) Vl .-r BuxnNcs 4,018 S.F. OR II.2x iDaac will LEVELER r L - - - - - ALL IN%as-.k - I 17fp. - ` ' I $ \ \ ♦.-� iT PAWMENT. JI.M SF. OR 31.4x SIGN �..C\!_\1 \ Y 1 t } • ; \ i - - I ) BY " ';I 6O � ( i EXR]Wc 51tN \ _ 1 TOTAL COYMACE: 4ze; ateD iN 1111' /�1 < I f 1 BE steam wsa m i 7 i M 1 o p>g } REE° ioM`tNGASE n t EXL MM R-O-W i' e 1-221. 1 OWUf r, t1 (� I •l • • • • • • •' ' t i i ' r �g I S \�M TOTAL MG aF 1 \ PE ` MOO" SF. - w83 AGES t i \ l • t « • _ METER CAbItET ON OOlG SLOB_- LOT COVERAGE : BUrDI1a£ ]Q076 IF. Of I4.Jx PAVEMENT• 121.4 SF. OR 37.7i i SIGN • R¢OG ft • I , \ \ �� _ TOTAL COVERAGE' 720x __ _ JEW- _____ ___ _ --- _ ____ _- I __-___ti- ___I_ __ _- }_----- ---- _ __ ____ __-_______ _ -- _�-� _ _ 4t_ -__N r _ -_-___ ____ - ___ _ Q A .__- ___�._ __ _____-•,�.__-_ _ _ ___ _ _ _______- __ - - d _ _ "� 4"' =�- _ _ + _ __-_ SHELBURNE ROAD 2>.780 IF. - 3 GLE" ------'*'--,---1 ------ ---fi- = _- -t :--� - \ \ daw`IT====_.�_.�� - � -�io:ai�in, y atANIsftAllWcvr'� del \ t ¢ ?miiF arXVR mex �____ ��..-- .�--.rr_ _ .�.. ______ 1_-_ PAVEMENT. 1. 40.1E _________ _ -3s SV __-____t___-� - -s----- - --_ 4 -�_ _--ISTING -- ` t EVSTWG _ _ _ YARD GUKRA : FJ05IIR' 'i EI05TINc } Ji , 4 _ _�___ } SIGN MM TOTAL COVERAGE': 37.3T 1 j IPoWER POLE N.L ' , NSTALL (2 2 1 SFAI 4D PVC ENISnNG GiCli EXIS C i i NCUT i EbS1NGI5EWER MH r-IJ8.8 4 I \ ,t ,I RIGMr-Dr-wrt t CATCH BASIN LM YxI t zJe.71 _) \' ,90 QY.P. 34 i II t FORMER CO.aATS Haws t `.. y r-2n4 } SAWN I�IJts I yAlx I 1 0 1 LINE er o y zJ4.J ODsnTNc 1 EXISTING I RICNT- -WAY 1 `V i 1-217.1 1 I-2J0.I I SftAQM I IS 1 i FUTURE NIDEI•NC t i11 CATCH BASINttt}'�1 Br omla I NE as cR.wTE WEm 1 i, 5 ' REFER ro VERYO17 t 1 -221.08 S `� 1 } 'j 11EMOlE EIOSiNC MEMER ( fbS7WO 9GMGE� I �A PRLPOgD TREES PRSTAUiD R �i , FU11Ri LX7NQE7E SDflE41C I iR0NH0ulE9 ROAD 0OVERAGE : II.931 IF. - QJ ACRES AGENCY OF t 1 I \ I II CABINET. RNLI WMaNG 1 m N REYON':D - `\ i , ) BY OWNER AFTER tVA07 '' j t BY o m t BUILDINGS:' 1.245 IF. OR IQ4R I 1RANSPOtTAl10N t i 1! I REMOVE OOSIWG wlwR' LKSIT CpORONIA wTH 9iF1B,X8K RGOJ ,3 t PAVEMENT. 2308 SF QN /aSi I I PEWS ) 1 1 S POLE 8 BASESA(T1P-) , OWNER FOR - ` \ St 18URNE ROAD - US ROUTE tr% Y°/IOEMENN7S ME DUPLEIED! 1 1 . _ f / ! TOTAL COVERAGE 2a9S -- --- ti;%' -- `.. --- ---- ' --- _= CITY Of SO. BURLINGTON FBtE DEPT PARCEL INSTALL HOPE WHO �STINC SEWER MANHOLE� OR SW® 229.17 TOTAL AREA OF 21,869 IF - 0.50 ACRES TIN h72A1 11� (y \�� / , WFfER 1010 bBLGNT AOEwCY OF i !t PLANING SCHEDrn F 41 LOT COVERAGE : PAVSW CS 7522 SF. OR 16.JX R1AIIlaerARON RAMS a rs$ \ r /� PAYEMTO A 7.622 IF. M J4.6[ o S�IRWWC MANE COMAE NAME QUAM7TI' COIB)fI70N " 1 y in• 1/) �� TOTAL GVllRA2 SINS ' flT'i ii 7 �F RV4r7 'I a SUMMER SNOW SPRING RETIWUTA 7 2-2 1/2• CALIPER Ij II Q it JAPANESE TREE LILAC FORMER R COMBINED PARCELS li %( ii 1%i n TOTAL AREA Olr �- i 2J7,2M IF, - 5.4 AGES X i n W G ACW X FREEUANx .6ER5RE0 AUTUMN B ,,L 1/ 1 1/1" - Y BAB 1 LOT COMRADE : PAVDINGS J3120 SF. QR 14.3W FlIEdM YAPI£ GENICRAL NO HO PAVEMENT. IJI,I20 IF. OR 312.T 1. IMP BE CONSIDERED N-OL,VES ROADNGINEE ED ROAD IN1ER3fCnON SHOWN ON iH15 WAN, ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE TOTAL COVERAGE' 69.7x NOT IT BE CONSIDERED AS ACTUAL ENGINEERED DESIGN PUNS -S wGRA AU3TRIM PINE ID Y-9' 9A9 2. REMOVE EXISTING BITUMINOUS PAVEMENT REGRADE AND INSTALL CRUSHER RUN GRAVEL AS NEEDED TO SET nNISHED CRAOE. IF UNSUITABLE MATERIAL IS ENCOUNTERED REMOVE 12' MIN. DEPTH INSTALL MIRAFI SOOX FABRIC, AND RELAY WIN 12' CRUSHER RUN OR PUNT MIX GRAVEL EXISTING R-O,W COMBRaD PAR�CI C Cr phlc Scale • TAXUS MEDIA DENS— DENSE YEW' If ID•-24' 94,8 J. GRIND OFF EXISTING STRIPING IN AREAS WHERE NEW STRIPING IS PROPOSED. TOTAL AREA O 2Jz418 SF. - aJ ACRES 4. EXPOSE BACKSIDE OF CURB 8- TO I' TO FACILITATE 1 1/MI SLOPE AT EITHER END OF MILE. �- Feet Ib J'"39� yREA J.IPWICA LIRE PRIN¢A' tIT11F PRx'GER S CA 42 J WL LOT CO,ERACE : BURpNCS A471 IF. OR IASx / M3.13 y'I 3. DAW1M IS ASSUMED. SUBTRACT SJ.1'i/- ro OBTAIN USGS ELEVATION. PAVEMENT: IAA" IF. OR Safi . 30 0 30 60 90 120 IOTA COVERAGE 7QOR S. LO/TFALT(M SHALL COORDINATE NTH OWNER FOR SCHEDUUNG/PNASINC OF WORK AND MAINTAIN ACCESS i0 HOLMES ROAD AT ALL TARES TRUDELL CONSULTING ENGINEERS, INC. 4M w6k Pwk Rod P.O. BIW30B lBG2) w79-t13311pa,wj wmw*d, V-...t Osos g74� VYt lh oe 0he Wdh re I.sw. Tn.En•r• �) Yt•w NA1. w •rrAu hor Ira h.•rew a _____ tXXN�n1AL ATPWovAL s•MImmw FrIIIAr y ALTWOVAL .w!•AUSy AGT L' 0 AlMII90N ISMAL APPROVAL SI•AI®ON CoHSTKuCnOH O WINGS pnw�� ' � -'rrM r �a dy w � r a-'a�m e,•."..wwa � wrrr�nmr.e-rr r� .ram er Rr m:rrr a. B U N T O N � 1 S O U T H B U L I G T O N �• T / `-Project Location 1- �,J_C14,i ® Add Irode Doe rod; 107D4/:DOT Jwu QAdd od itl - cdc. LI9'rfh9 8 Rm1Vi9 M116120M JMY Revbed Area Cda/olbns 1M71]/M07 ,NM [ia R-Med Sfar Po kq Area OI/W/XX JMM RevHoe Cowragsa Lmdecaph9, Add C8, UDhte R Mow DralnOq• 06/VI/X#Y1 JMY I•lo. DiYOafploTh �� WeNWon y``'�Rta 7I8MJINw * G1t 7 # /''/ "rN11G1 IIIII�NVVVV LEWIS MOTORS, INC. 9 1301-1325 Shelburne Road South Burlington, VT sheet 71Ue Final Site Plan . DtawkhB l•rY,bC: 95068-5EA FaWetYGG: 1 i I PT01eG mwMlger: JYM LTwwn: RW I Dwe l 07/29/2002 F.B. 223 ,. Sine; 1- - 30' P P)w edGvlDe: XXX X41WF: r Bendl if•: XXX App -d SPI INV, IN 4- 205.2 INV. OUT - Z05.t BENCH NARK TOP HUT HYDRANT SOUTH L HOLMES ROAD, El.. - 100.00 v+ ll POWER POLE q N.E.T. 2 ; G M.P. J i GAS VG CAS VALVE 1 lil EMSnNC G8 1 j1 RIM - 21461 1 INV. IN - 21 G8 ; INV, OUT - 210.5 1 RIM .66 IN - 214.88 INV. - 2109 PAVOdENF`CRAlE1 TO BE 1 REMOVED LOAM d SEED DCSTURRED AREA AS NEEDED (T/P.) EXISTING - CATCH BASIN 226.J7 I-222.27 REMOVE EXISTING RELOCATE EJOSi1NO CUM CUT 45 LF -- PAVEIENT/bLA N1 TO BE ROpVED- LOAM A SEED DSTURBED AREA AS NEEDED (TYP.) TS' TAFOE EAST / OF JROAO .- 501 - - - - , IN HOLMES ROAD C EA OUT ii aw am -22LO 1-2229 H214A4 OUT O L7asm 1 LE SIDRA# MN a RIM-234.90 I, WV./8--224.80 N EXZT1NG PROPOSED INV./15'-224.40 jj SEWER MANS NO SERVICES _______________ -------------------------------------------- MAIN-----�-----------------------y'__-`---`- CLEAN OUT d REG RACE INSTALL ` . NEW BEEMIE SrHE CRATE ----------------------- ------ -- w a.DTx RETAINING WLAu tar THE UN of soRE " ` --- _---------�--------------------------------------- a WALL - 2xid------------ - BURUNCTON FlRE STORM C'7-\ �'--'-'-"""" "' --' DEPARTMENT +' STORM _ .�_ __-�: __---_____ FlRE STATION 41 n �� - A- f k 1 SLAB EL vIEMOTORS:tDURNE RPLC a 218.J+/- • 130/-1325 ,4¢OAD EXISTING CATCH -' a (np,) LLS ROUTE 7 BASIN e- M -__- 2280 __ftE-UP -._UP m 1 �UP_._- h21SJ m i;ll mlvinwY T �6 - a 4m HS7Ru 9 ' I II ALL 2' RETAINMO �P MEIN VEHICLE STORAGE --- L• IN SIGH ' w■[r♦ 2 ----.I--- fiJ (TIP.) 4 BUSNEs PROPOSED AGN 6atRDDI LUMWNIE To BE PRG-OSED 170.00' S 1831'25' W baT TO udlr' " / REMOVED BITUMINOUS e EaasTlNc ��•� i SRO / B50' P.AVOIENT MOVED LIRE MAPLE TREE (TrP.) OQ ; ■ Tw. ro BE REMOVED UP -- 1mviceuatx -- RETAINNCWALL N� wTH "ONE E FN91 h224.S0 IN --- - -- - 1 T.QW - 22L0 /-22w50 OUT ==1=A �.r 1 I I v i - - - - - - ' IN ENCLOSURE BY OWIIEN ............. °_ etao gTO eE R¢OCATED -- -- -- ---------- iI+i III ` oWNERs OWECTTdv FRaPOSED 4• wI1E �� GAS „ 41RFfWG (TIP. WIIEFL siGP FNCLOSINE (21.1.8i REFER ro No1� 4 '- fETKF EN0. RE y'Q MA■BOX TO BE RELOCATED CHAIN LIMN FENCE sE REMOVED) T ' . -- -- To SFPARA � � � �APPROXIMri'F DARY OF WITH SAL • 1 o I 71 _1 OVERLAY BAY C -RF10U1ED YAiapTI OVERLAY DISTRICT -INSTALL NEW SIGH IWx _POST, MOUNT EXISfIIG 1I L\ n"GRAIN PR -mr � II SERVICE • .JVy DooR -dDG � •�� PA1E]p/l �.) of SEdIRIIY SEIIEn EXISTING _ LIGNM REMO E 1 ELaSIwYJ �� dL/lYA1FF '~ -T le' (TW.) TYPICAL 1Y LIPPARA J' 0 4'MP 7 EXISTING CATCII 9A9N C I f � H G •-- �^2J1.7J �L yl • i. I w 1 �-_12 i-IX..T f PRO -PI ■ EN>5 G I Ii 1 PRO CA.117i BASIN TIPS 0 9' (TYP) 1TSJ M OH "..� hMATCH ETe5iR4G BASIN - I-YATCII EXITING ; 18' (TIP.)-� ,-zz 5. ' ..' - +iDOOR I SETOA .-_. , h122s3J IN i1Fi: -- - --- wnH 1EnM. FIAAORAL I O1 '� � -�Es ro� � - EXI$71NC AUTO caNm�TE BE REMI➢.:D , SERVICE BUILDING RRorzr EXIS71NG AUTO I (`-mJ�I F.F.E.-238.27 RETAINING SERVICE BUILDING F.F.E.-230.01 SERVICE DFKF_ ' W� LE,- E STORAGE ---- AREA 169b:.. S PA I \__TALE CURB WIN I• REVEAL 4-221A7 - 18'24' vA - ^ 15' EASEMEn7 FOR CROWN ROAD' 9' CALYANIID COOLIT ABOVEI', 'I E TE 4 CONCRETE ~.� CANOPY STEEL 1 n .� 11 ; GROUND TO ELECTRICAL PANEL IN SERVICE ORB WRITE aLGH I ` ----- AREA PROVIDE ELECTRICAL EXTERIOR OUT (rYP,) =P80Pp5fD POKER fOft LIGHTS 0.5'` ____ NECESSARY ro EIERd2E EXTERKIR LIGHTS, SING LCMMUNKATIONs FOR - EXISTING SALES I SEPARATE RYER f0R� i f5 T EXISTING SALES BUILDINGS BUILDING / -PR071DE SON 40 PVC CONDUIT 5' FF. E.=23R.Of 1 A.0 �` FOR POWER ro NEW LIGHTS - l �, te' III N 1 8, N M R OF CONDUITS FUVAE CONCRETE • 'NED Y C SDEWALK '�1 1 GAs 1 RNCE_ I 5' �� a / ' �" BY OWNER R .ea[��BBAA ro- lr ,;111, �• LCANpaY_ I � a f0' ; �� sE REMOYFD. Rf1bCA�'L�ST *":` -.- ALL Ia'A24 LUWNANES (P3) V, • a STORM I VIAL �1'RC1a. SIG/ 1'1 • LaAIN Y L er onERs �a I ,, g • s.aa III iIT 1 11►ar �g P � • v _ Q ' 1 1 j91 CLIP. J4 •�-� ` } RNINT� NNY 1 '7' 1 1 fORYER j I ; EDITING 1 RIGHT-OF-WAY _ 1 I CATGH BASIN i `` 1 1 I REFIIR TO 1E wCN 1 r-225.7E WIDENING1 y AGENCY a ; h12f.08 1 \ I T • I STRANSPORTATION ; •1 PLANS 1 I 1 /V11` I 1 1 •�� ---------------- _ _______-_ ,- 1 . I 1 j I I I ++ T I I TNL (2) 2 S SGH 10 PVC-1 �--EXISTING L CONDUITS FOR LUIBRAY[.'A ROVS ``. CATCH BASK LI.E BY OTHERS `.` 237.1 . 1-.227.I THE SEEWAIX ` REMOVE 00STBIG CABINET. AND VW, EXISTING AfJUQ wlbM LIGHT ro Ii RELOIED - POLE & BASTING OOCNDMATE wTN `. POLE d BA4$ (TW.) OIM1Ell FOR BGEDLRRNI�V NEW ri INSTALL P ED B ON SWEEP SEWER MANHOLE r-229.129.17 FUTI.RE GABS WOOINGG L-22A1 REFER TO VETMONT AGENCr Of TRANSPORTATION FUNS II II PLANTING SCHEDUU iII it t a i I O II SfJLVTWK /4,SAtE SUMMER SNOW u- LXT-VIypN MA pUAFRRY Sam: comoRa0N 5/RINGA RETICVUTA ] 2-1 1/1" CALIPER � ....\ . -- .._.... li x it II Q 'j JAPANESE TREE UUC ° ACTR X FiKEMAHN AFFERSRED A.- lLU2E 14 2 1-- - ]• aM FREEMAN uAPLL PNUS WRFA AUSTRIAN PNE 10 ]'-B' am crapfik scam • TAAUS MEDIA OEH9FGRMI1 DENS£ YEW 11 la*-24' BRIO Feet l�b"1f'al L -LEA "ON" '- PRINCESS' LFTRE -CESS SPIREA s2 J GAL 90 uo �,�a.�Q) Jo o Jo Asa 397.04' N 18 J0'25' E Nate BARN `EXISTING B' CMP IJf.S 1-2J0.1 a LF. auralE GI® EXISTING STORM PROPOSED TREES INSTALLED Or OWNER AFTER VAOT SFfELBURNE ROAD - US ROUTE 7 S'E1BURE R°AD SOW EIONTS ARE COUPLE, i AND SERVICES -- ---_________ L I, LAKEWOOD COMMONS 12JJ I ---- --� SHELBURNE ROAD STORM DRAINAGE -----------a--------- o URUNGTON, VT. NATURAL 8L $.IBSTORM M" 5403 O R-233.2 IND POWER------ ____I•--- --� y___Y 1-229.0 -l- e• RED PINE (TYP.) I 1 + PRORNTY1UNE -- j 1 e' RED PINE TO BE RIGHT-OF-WAY LINE RELOCATEDATREESPADE UNDERGROXWO---------- n ________ I er oWI4ER cGAMuwrr TIRES/ 1 1 FIBER OPTICS 1 �a-aW ITEM TO BE REMOVED/ RELOCATED 1 __-•__- •I SEINER MANHOLE O STORM ORAINAGE r� MANHOLE O ' I SEWER CLEANWT I 31 N CATCH BASIN (] ❑ II CURB STOP uTTurr POLE � } Y i •1 I EA711 NTC OR 5TING ` J 1 I/ENQD ', TRANSFORMER 'l ❑ iENCLOSURE,, LUMINAIRE a{i •-• «3, ,� li WALL MOUNTED __- SECURITY urXHr I I I PROPOSED LIGHTING KEY 1 ; II it PJ " SINGLE L9 CLASSIC-0.2 FORWARD THROW 400 W SUPER METAL HALIDE, MODEL a G1 FT 1 1 400SMHR FMT PHOTO ELECTRIC CONTROL MTN 1 IN" OVERRIDE, 26' FOOT MOUNTING HEIGHT 4 0 i ' `• 2R` I I ; I �Waa¢� ``L P4 ■-• SINGE LS CITATION R FORWARD THROW 400 W SUPER METAL HALIDE MODEL CTM FT I00SMH FMT Q I 1 I•LOCAM SIFE. SIM40C PHOTO ELECTRIC CONTROL WITH TIMER 1 1 GaedlQa (2) sidw OVERRIDE, JO' MOUNTING HEIGHT I Q K31 D051YI0 CATCH BASIN 137.53 O 1 11-2JA93 _ P421B-"oIBO' L9 CITATION a FORWARD THROW 400 W SUPER METAL HALIDE MODEL. CTM FT 400sMH MT O ; \\ ' PHOTO ELECTRIC CONTROL WITH TIMER I SITE DATA OVERRIDE, Jo' MOUNTING HEIGHT `II 1. OWNER : LEWIS FAMAY LIMITED PARTNew9a• m BOW ,slf m alIW9IG10R, VT 2 ZONING DISTRICT: COMMERCIAL el -AUTO' SETBAOR REGIMEIENTS : FRONT SL79AOB 50' (40' HOLMES ROAD) SCE SETBACK I5' i j II PREVIOUSLY REAR SETBACK M. 1 APPROVED.. 1 SITE IS SERVED BY: NUNIOPAL SEWER •{;I II RETAIL BUMDMG \ YU/NCPAL WATER GREEN MOUNTAIN POWER CORPORATION (7728 $F) j NTMONT CAS SYSTEMS HNC L . CATCH HG PROPOSED COVERAGE CALCULATIONS -� GTCN eF1AH j • a I-2J9.6 I . FORMER RAW 1-2lAJ r K] I 1 TOTAL AREA O T GLARE ' : 21s42■ IF. - 4.94 ACRES ' N A� : b,078 SF OR I40x b I I 1244" IF. OR 51.Jx J ' FROM YAM COVERAGE : ]5,969 SF. - Ga ACRES eo2a SF. OR 11.2X 1.4 O I I1,2B2 SF. OR 0 w aASED397INGTO 90N 4Lex or REMO iI �XL�G R O W ETOTAL AREA �I OF EXISTING SEWER MH it 2145319 SF. - 4.05 AGES RIM - 239.83 ; INV, - 2=05 b LOT COVERAGE : 30.071 SF. OR Mix w METER CABINET ON CONC SLAB 121,452 SF OR 57.7x 72Ge i I 4 FRONT YARD COVERAGE : 24750 S.F.- 05 AGES _______--sue' SHEUILrE �D -- _ _ '"I F \ zss7 S.F. a /nex `EXISTING MGM SF. OR 40.ux a. EXISTING SEWER M H STORM NH I 57.Jx M 239.7 1J9.0 1-231.4 �SIDEWALK EWAL ✓ f FUTURE CONOE7E 9OEWWR FRONT YARD COVER : I1,9J1 SF. - GJ A - By LTY OTHERS ROAD I L20 SF. OR Ia4x / zzoe IF. OR 1B5x ------ 28.9X r -- CiTY OF SO. BUALNGTON ARE DEFT. PARCEL TOTAL AREA OF 21,869 IF. - 0.50 ACRES LOT COVERAGE : 156E SF OR 16.Jx 7.6U IF. a J4.8x /� A A 51.1x - wW ^ FORMEF. R-O-W COMBINED TOTAL AREA OF 2S], 298 SF. - 14 ACRES GENERAL NOTES: LOT COVEi?AFF : J],6H IF, QR 1l5X 1. IMPROVEMENTS FOR HOLMES ROAD-AIELBURNE ROAN INTERSECTION SHORN ONTHIS PLAN. ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE IJ1,120 SF ON 55.2Y NOT TO BE CONSIDERED AS ACTUAL ENGINEERED DESIGN PLANS GILT% 2. REMOVE EXISTING BITUMINOUS PAVEMENT REGRAOE AND INSTALL CRUSHER RUN GRAVEL AS NEEDED TO SET FINISHED GRADE. W UNSUITABLE MATERIAL IS ENCOUNTERED REMOVE 12' MIN. DEPTH INSTALL WRAF` SWX FABRIC, ANO RELAY MTN 12' CRUSHER RUN OR PUNT MIX GRAVEL E'X'T'�A_�� W COMVJN D PARCELS 1 GRIND OFF EXISTING STRIPING IN AREAS WHERE NEW STRIPING IS PROPOSED. TOTAL AREA OF 232,414 IF. - SJ ACRES 4. EXPOSE BACKSIDE OF CURB 8' TO I' TO FACILITATE 1 1/2:1 SLOPE AT EITHER ENO OF AISLE. S DATUM IS ASSUMED. SUBTRACT SIT'+/- TO OBTAIN USCS ELEVAnGM LOT COVERAGE : 33.644 IF. OR 14.5x f30.471 SF OR XJX S. CONTRACTOR SHALL COORDINATE WITH OWNER FOR SCEDUUNG /PFIAANC OF MORN AND MAINTAIN ACCESS 70 HOLMES ROAD AT ALL TIMES 70OX 77 TRUDELL CONSULTING ENGINEERS, INC. 478NWhALbed P.O.B-" (8W 879-6J3I(pllule) WISMat VI ct OS495 0071 87%40600a1d VHt Lk m the Web W, WWw.T111 .0W caRN�TUAL .vraovAL 9wNt6t4 11RLT11 RpaANAIY AR■OVAL MwM690N wcr 25o al!♦llp90t1 ANAL ARWOVAL 9•ARR9aM CL11QiL1LTO4 D■AWNCd �.�, ,. a- we�rF.� w .w aww Dom.: �•..� C\ B U \R `& \( N It T/0 N S 0 U T H B U L I G T 7 Project Locadon ©Ado a Vd / ana Odm LI9htYp d Pf-tN9 O/Ie/RDR JMM ® R•N-d Ana Cdar1.9DI/IJ/200 JMM 0 R-N-d St.." ParNh9 Area W/001- LAW R•N•- LmdNwwapF9, Add C8. Llpht■ YRV• paFaps Oe/D11/Lm2 JMY N0. Oae■ By R•VYIOw NOdY w BN4MB �� A,711111110�\`\\\ 1 _ 0*FfM0T0RS, INC. 1301-132-5 Shelbume Road South Burlington, YI' Final Site Plan 3 Ov-k g MBW-: 9506E-56A EXaarM. I 1l Adect re-1w; .INN DLWINB, R1O � Daft , D]Jz 29�ooz PJ4.Z25 Scale 1' - JD' a P,n)eR lY0.. , xxx X4W. ( Bald\Fle: XXX }� Appwed A R SPIp • Consulting Hydrogeologists • Engineers Heindel and Noyes • Environmental Scientists VN PO Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 LEWIS MOTORS EXPANSION South Burlington, Vermont NORTH BROOK WATERSHED ANALYSIS Prepared for: Lewis Motors, Inc Prepared by: Heindel & Noyes September 4, 2002 I • Consulting Hydrogeologists • Engineers Heindel and Noyes • Environmental Scientists H N PO Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 LEWIS MOTORS EXPANSION South Burlington, Vermont NORTH BROOK WATERSHED ANALYSIS EXECUTIVE SUMMARY The Lewis Motors site is located at 1325 Shelburne Road in South Burlington. The proposed changes include expansion of an existing building, expansion of vehicle parking and storage areas, and the revegetation of currently paved areas along both Holmes Road and Route 7. There will be a minor net increase in impervious surface at the site of approximately 3%. Stormwater runoff from the site resulting from the 25-year storm event was evaluated I using the North Brook Stormwater Model. The proposed changes at the site will have no measurable impact on predicted peak flow rates from either the subwatershed in which the site is located or further downstream in the North Brook watershed. We therefore find that the proposed changes at the site are consistent with the Bartlett Brook stormwater zoning overlay, and we recommend that the City approve the stormwater aspects of this project. I • Consulting Hydrogeologists • Engineers 1\1N Heindel and Noyes • Environmental Scientists PO Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 LEWIS MOTORS EXPANSION South Burlington, Vermont NORTH BROOK WATERSHED ANALYSIS SUMMARY OF FINDINGS September 4, 3002 1. Heindel & Noyes (H&N) has completed a stormwater runoff analysis of the proposed Lewis Motors expansion at 1325 Shelburne Road in South Burlington Vermont. A Site Plan prepared by Trudell Consulting Engineers, Inc (dated July 29, 2002) was used in the analysis. 2. The Lewis Motors site is located in the North Brook watershed. A site location map is included in Appendix 1, page 1. 3. The site plan details the expansion of the existing auto service building, construction of a paved vehicle parking and storage area, and revegetation of currently paved areas along both Holmes Road and Route 7. Overall, there will be a net increase in impervious surface of approximately 3%. Regrading at the site will slightly lessen the overall land surface slope. 4. Stormwater runoff was analyzed using the North Brook Stormwater Model, modified to reflect the proposed Lewis Motors Expansion. The North Brook Model was first developed by H&N in 1984 using the USDA Soil Conservation Service TR-20 model. The model has been maintained and updated since then, and is now executed using the HydroCad software package. The Model includes existing development as well as approved but unbuilt development within the entire North Brook watershed. 5. The design storm used in this analysis was the 25-year, 24- hour storm event, which in the North Brook Watershed is 4.0 inches of rainfall over a 24-hour period. This storm event is the design standard used for all North Brook runoff evaluations performed in the past by H&N, and is the design storm specified in South Burlington's stormwater zoning ordinance for the watershed. LEWIS MOTORS EXPANSION - NORTH BROOK WATERSHED ANALYSIS 2 6. The proposed development is located in an area represented in the North Brook Model as a 17-acre subwatershed. For this analysis, the runoff characteristics of the subwatershed were modified to represent the proposed Lewis Motors expansion. Peak runoff rates were determined for pre- and post -development conditions at the outlet of the subwatershed and at downstream locations in the stream channel network. 7. The drainage area and curve numbers (CN) used in the analysis are tabulated in Appendix 1, page 2. In general, buildings and roads were considered to be almost entirely impervious (CN=98), and open, grassed areas were considered to be quite pervious (CN=74). These values are consistent with numerous published references and with past North Brook stormwater analyses. Drainage areas were determined from the Site Plan. 8. The peak runoff rates resulting from the 25-year storm event at the outlet of the subwatershed and at the outlet to Shelburne Bay are tabulated in Table 1. North Brook Model outputs for pre- and post -development conditions are included in Appendices 2 and 3, respectively. 9. As shown in Table 1, the proposed changes at the site result in no measurable changes in the predicted peak runoff rate from either the subwatershed in which Lewis Motors in located or further downstream in the North Brook watershed. Table 1. Peak Flow Rates (cfs) for Pre- and Post -Development Conditions. Location Pre -Expansion Post -Expansion Change Base of Subwatershed 38.71 38.71 0.0% Lake Champlain Watershed Outlet 213.0 213.0 0.0% 10. Based on the analysis presented here, we find that the proposed changes at the Lewis Motors site are consistent with the Bartlett Brook stormwater zoning overlay, and we recommend that the South Burlington Planning Commission approve the stormwater aspect of the proposed project. IU:\PROJECTS\LEWIS MOTORS STORMWATER\REPORTS\LEWIS MOTORS NB REPORT(AUGUST 2002).DOC Oak L8d If i •o tl_g r.-� � Li.• �` 1 y�l, �.�i /,Y �y• frt 3 If 06 Ab .. 1 j' .• ,l 1 .t M ,r _ ;,n •. 3 Sig � l � � r r t �.J SITE �`" 1Twin Orchards so r�- r 1 4!� J 'i Lewis Motors, Inc. South Burlington, Vermont USGS Site Location Map Heindel and No Nwoe•awr Ew�ogy 2000 0 2000 4000 Feet Emtrmma 4. En9 ee n, ----. - _. CONSULiMG SCIEMISTS AND ENGirvEEHS R•yr.E by: INP O A U A TI ON• VISUALIZATION Apm 5, 2002 1&SES VicES c V.'AsWt—p.eP, iAreas and Curve Numbers for Lewis Motors Cover Area (ac) CN Weighted CN PRE POST PRE POST Pavement 1 3.04 2.98 98 Building _ 0.59 0.76_ 98 Open _ 1.21 _ _ 1.10 74 Total 1 I 4.83 4.83 92.0 92.5 U:\projects\lewismotorsstormwater\CN Calcs.xls Data for NBrook (Lewis Motors PRE 2002 Expansion) Page 1 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems WATERSHED ROUTING OSUBCATCHMENT ❑ REACH APOND Q] LINK SUBCATCHMENT 1 = (N-IX) RO#1 -> REACH 6 SUBCATCHMENT 2 = (N-IX) Goss Dodge -> REACH 6 SUBCATCHMENT 3 = (N-IX) Magic Hatl -> REACH 6 SUBCATCHMENT 9 = (N-IX) Magic Hat2 -> POND 35 SUBCATCHMENT 11 = (N-V) Upslope of IDX -> POND 17 SUBCATCHMENT 12 = (N-V) IDX/Old Dev -> POND 17 SUBCATCHMENT 14 = (N-V) IDX New -> POND 17 SUBCATCHMENT 17 = (N-IV) -> REACH 32 SUBCATCHMENT 18 = (N-I) -> REACH 32 SUBCATCHMENT 20 = (N-III) -> REACH 32 SUBCATCHMENT 22 = (N-VII) Heritage -> REACH 32 Data for NBrook (Lewi- Motors PRE 2002 Expansion) Page 2 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer I Systems SUBCATCHMENT 23 = (N-VII) Heritage-B -> REACH 32 I SUBCATCHMENT 25 = (N-VII) Heritage-C -> REACH 32 SUBCATCHMENT 30 = (N-VII) Jeep -> REACH 32 SUBCATCHMENT 31 = (N-II) -> REACH 8 ISUBCATCHMENT 32 = (N-X) -> REACH 40 SUBCATCHMENT 33 = (N-VII) above Heritage Ford -> REACH 32 ISUBCATCHMENT 34 = (N-VI) -> REACH 33 REACH 6 = NJ: Wetlands -> POND 7 REACH 8 = Reach NE -> POND 35 IREACH 26 = Rt. 7 -> REACH 32 REACH 32 = NK -> REACH 33 REACH 33 = NG -> POND 35 REACH 40 = Reach NA -> POND 7 = Pond 24/NJ -> REACH 8 POND 17 = Upper IDX Pond -> POND 18 POND 18 = Lower IDX Pond -> REACH 26 POND 35 = RR Tracks -> POND 36 POND 36 = NE -> POND 37 POND 37 = ND -> POND 38 POND 38 = NC -> POND 39 POND 39 = NB -> REACH 40 Data for NBrook (Lev ) Motors PRE 2002 Expansion) Page 3 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 (N-IX) RO#1 PEAK= 19.41 CFS @ 12.02 HRS, VOLUME= 1.10 AF ACRES CN SCS TR-20 METHOD 6.00 83 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 12.2 L=675' s=.03 '/' SUBCATCHMENT 2 (N-IX) Goss Dodge PEAK= 54.27 CFS @ 11.95 HRS, VOLUME= 2.57 AF ACRES CN SCS TR-20 METHOD 11.00 90 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 5.9 L=375' s=.03 '/' SUBCATCHMENT 3 (N-IX) Magic Hatl PEAK= 24.61 CFS @ 11.97 HRS, VOLUME= 1.24 AF ACRES CN SCS TR-20 METHOD 5.00 92 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 7.4 L=560' s=.03 '/' SUBCATCHMENT 9 (N-IX) Magic Hatt PEAK= 10.95 CFS @ 11.93 HRS, VOLUME= .50 AF ACRES CN 2.00 92 Method Comment CURVE NUMBER (LAG) METHOD All one L=250' s=.03 /' SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Tc (min 3.9 IData for NBrook (Lewis Motors PRE 2002 Expansion) ' TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems Page 4 27 Aug 02 ISUBCATCHMENT 11 (N-V) Upslope of IDX PEAK= 1.81 CFS @ 12.38 HRS, VOLUME= .33 AF IACRES CN SCS TR-20 METHOD 10.83 52 TYPE II 24-HOUR RAINFALL= 4.00 IN I SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD I 32.5 L=620' s=.02 '/' SUBCATCHMENT 12 (N-V) IDX/Old Dev PEAK= 23.25 CFS @ 12.01 HRS, VOLUME= 1.22 AF ACRES CN SCS TR-20 METHOD 7.79 79 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 10.3 L=720' s=.06 '/' SUBCATCHMENT 14 (N-V) IDX New IPEAK= 46.78 CFS @ 11.96 HRS, VOLUME= 2.34 AF ACRES CN SCS TR-20 METHOD 8.89 94 TYPE II 24-HOUR I RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS IMethod Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 6.5 L=820' s=.06 I SUBCATCHMENT 17 (N-IV) IPEAK= 6.89 CFS @ 12.09 HRS, VOLUME= .46 AF ACRES CN SCS TR-20 METHOD 3.20 77 I TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 17.5 1 L=840' s=.03 '/' IData for NBrook (Lewis Motors PRE 2002 Expansion) ' Page 5 TYPE II 24-HOUR RAINFALL= 4.00 IN I Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 18 (N-I) PEAK= 22.81 CFS @ 12.26 HRS, VOLUME= 2.25 AF ACRES CN SCS TR-20 METHOD 20.50 71 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 11 one 31.2 L=1400' s=.03 '/' SUBCATCHMENT 20 (N-III) IPEAK= 9.01 CFS @ 11.94 HRS, VOLUME= .40 AF ACRES CN SCS TR-20 METHOD I 2.00 85 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS I Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 4.5 L=210' s=.03 '/' SUBCATCHMENT 22 (N-VII) Heritage PEAK= 24.39 CFS @ 11.98 HRS, VOLUME= 1.31 AF ACRES CN SCS TR-20 METHOD 5.00 94 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 8.9 L=790' s=.03 '/' SUBCATCHMENT 23 (N-VII) Heritage-B PEAK= 24.39 CFS @ 11.98 HRS, VOLUME= 1.31 AF ACRES CN SCS TR-20 METHOD 5.00 94 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS IMethod Comment Tc (min) CURVE NUMBER (LAG) METHOD 8.9 L=790' s=.03 '/' Data for NBrook (Lewis `Motors PRE 2002 Expansion) Page 6 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 25 (N-VII) Heritage-C PEAK= 24.39 CFS @ 11.98 HRS, VOLUME= 1.31 AF ACRES CN SCS TR-20 METHOD 5.00 94 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 8.9 L=790' s=.03 '/' SUBCATCHMENT 30 (N-VII) Jeep PEAK= 30.22 CFS @ 12.04 HRS, VOLUME= 1.76 AF ACRES CN 10.00 82 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 13.2 L=720' s=.03 '/' SUBCATCHMENT 31 (N-II) PEAK= 38.71 CFS @ 12.19 HRS, VOLUME= 3.34 AF ACRES CN SCS TR-20 METHOD I 12.17 82 N-II composite minus Lewis Motor TYPE II 24-HOUR ` 4.83 92 Lewis Motors Composite RAINFALL= 4.00 IN 17.00 85 SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 27.1 L=2000' s=.03 '/' SUBCATCHMENT 32 (N-X) PEAK= 55.16 CFS @ 12.32 HRS, VOLUME= 5.96 AF ACRES CN SCS TR-20 METHOD 45.30 75 Composite for entire subwatershe TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 37.1 L=2000' s=.03 '/' Data for NBrook (Lew:Li'Motors PRE 2002 Expansion) Page 7 TYPE II 24-HOUR RAINFALL= 4.00 IN I Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 II HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 33 (N-VII) above Heritage Ford PEAK= 32.61 CFS @ 12.09 HRS, VOLUME= 2.23 AF ACRES CN SCS TR-20 METHOD 13.70 80 Composite CN TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 18.3 L=1000' s=.03 '/' SUBCATCHMENT 34 (N-VI) PEAK= 37.44 CFS @ 12.18 HRS, VOLUME= 3.11 AF ACRES CN SCS TR-20 METHOD 19.10 80 Composite CN TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 25.4 L=1500' s=.03 '/' Data for NBrook (Lewis)Motors PRE 2002 Expansion) Page 8 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 6 NJ: Wetlands Qin = 94.57 CFS @ 11.96 HRS, VOLUME= 4.92 AF Qout= 83.48 CFS @ 12.08 HRS, VOLUME= 4.89 AF, ATTEN= 12%, LAG= 7.1 MIN DEPTH END AREA DISCH (FT) (SO -FT) (CFS) 50' x .5' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .03 '/' PEAK DEPTH= .33 FT .05 2.58 3.40 n= .026 PEAK VELOCITY= 4.2 FPS .10 5.33 10.92 LENGTH= 1180 FT TRAVEL TIME = 4.6 MIN .15 8.25 21.76 SLOPE= .03 FT/FT SPAN= 7-22 HRS, dt=.03 HRS .22 12.29 40.36 .30 18.00 72.05 .40 25.33 119.85 .50 33.33 179.12 REACH 8 Reach NE Qin = 115.6 CFS @ 12.12 HRS, VOLUME= 8.23 AF Qout= 115.1 CFS @ 12.13 HRS, VOLUME= 8.23 AF, ATTEN= 0%, LAG= .6 MIN DEPTH END AREA DISCH (FT) (SO -FT) (CFS) 10' x 4' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .33 '/' PEAK DEPTH= 1.21 FT .40 4.48 16.61 n= .035 PEAK VELOCITY= 7.0 FPS .80 9.94 55.29 LENGTH= 150 FT TRAVEL TIME _ .4 MIN 1.20 16.36 114.38 SLOPE= .03 FT/FT SPAN= 7-22 HRS, dt=.03 HRS 1.72 26.16 222.95 2.40 41.45 423.50 3.20 63.03 753.29 4.00 88.48 1195.57 REACH 26 Rt. 7 Qin = 26.17 CFS @ 12.13 HRS, VOLUME= 4.88 AF Qout= 26.01 CFS @ 12.21 HRS, VOLUME= 4.87 AF, ATTEN= 1%, LAG= 4.8 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 2' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 PEAK DEPTH= .73 FT .20 1.00 3.34 n= .025 PEAK VELOCITY= 7.1 FPS .40 2.00 10.13 LENGTH= 1125 FT TRAVEL TIME = 2.6 MIN .60 3.00 19.04 SLOPE= .03 FT/FT SPAN= 7-22 HRS, dt=.03 HRS .86 4.30 32.87 1.20 6.00 53.71 1.60 8.00 81.02 2.00 10.00 110.44 Data for NBrook (Lewis Motors PRE 2002 Expansion) TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems Page 9 27 Aug 02 REACH 32 NK Qin = 165.5 CFS @ 12.02 HRS, VOLUME= 15.92 AF Qout= 163.5 CFS @ 12.05 HRS, VOLUME= 15.90 AF, ATTEN= 1%, LAG= 1.8 MIN DEPTH END AREA DISCH (FT) (SO -FT) (CFS) 5' x 2.5' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 I 0.00 PEAK DEPTH= 2.52 FT .25 1.25 5.21 n= .023 PEAK VELOCITY= 13.0 FPS .50 2.50 15.61 LENGTH= 750 FT TRAVEL TIME = 1.0 MIN .75 3.75 29.08 SLOPE= .03 FT/FT SPAN= 7-22 HRS, dt=.03 HRS 1.08 5.38 49.73 1.50 7.50 80.39 2.00 10.00 120.05 2.50 12.50 162.32 IREACH 33 NG Qin = 191.6 CFS @ 12.06 HRS, VOLUME= 19.01 AF Qout= 187.3 CFS @ 12.13 HRS, VOLUME= 18.96 AF, ATTEN= 2%, LAG= 4.3 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 5' x 3' CHANNEL STOR-IND+TRANS METHOD 0.00 0.00 0.00 SIDE SLOPE= .33 '/' PEAK DEPTH= 1.68 FT .30 1.77 7.37 n= .025 PEAK VELOCITY= 11.0 FPS .60 4.09 .90 6.95 25.22 53.58 LENGTH= 1500 FT SLOPE= .03 FT/FT TRAVEL TIME = SPAN= 7-22 HRS, 2.3 MIN dt=.03 HRS 1.29 11.49 107.71 1.80 18.82 211.59 2.40 29.45 388.44 3.00 42.27 632.18 REACH 40 Reach NA Qin = 213.2 CFS @ 12.49 HRS, VOLUME= 33.52 AF Qout= 213.0 CFS @ 12.52 HRS, VOLUME= 33.48 AF, ATTEN= 0%, LAG= 2.0 MIN DEPTH END AREA DISCH I (FT) (SQ-FT) (CFS) 10' x 4' CHANNEL STOR-IND+TRANS METHOD ` 0.00 0.00 0.00 SIDE SLOPE= .33 '/' PEAK DEPTH= 1.54 FT .40 4.48 18.98 n= .025 PEAK VELOCITY= 9.3 FPS ` .80 9.94 63.21 LENGTH= 625 FT TRAVEL TIME = 1.1 MIN Ij 1.20 16.36 130.74 SLOPE= .02 FT/FT SPAN= 7-22 HRS, dt=.03 HRS 1.72 26.16 254.85 2.40 41.45 484.10 3.20 63.03 861.08 4.00 88.48 1366.65 Data for NBrook (Lewis Motors PRE 2002 Expansion) Page 10 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 7 Pond 24/NJ Qin = 83.48 CFS @ 12.08 HRS, VOLUME= 4.89 AF III Qout= 79.96 I CFS @ 12.11 HRS, VOLUME= 4.89 AF, ATTEN= 4%, LAG= 1.8 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 6068 CF ' 127.0 120 0 0 PEAK ELEVATION= 135.9 FT 127.5 210 83 83 FLOOD ELEVATION= 131.5 FT 128.0 300 128 210 START ELEVATION= 127.0 FT 128.5 390 173 383 SPAN= 7-22 HRS, dt=.03 HRS 129.0 480 218 600 Tdet= .8 MIN (4.89 AF) 129.5 570 263 863 130.0 630 300 1163 130.5 720 338 1500 131.0 810 383 1883 131.5 900 428 2310 # ROUTE INVERT OUTLET DEVICES 1 P 127.0' 30" CULVERT n=.023 L=40' S=.031/' Ke=.1 Cc=.9 Cd=.82 1 POND 17 Upper IDX Pond 11 Qin = 67.96 CFS @ 11.97 HRS, VOLUME= 3.89 AF Qout= 26.23 CFS @ 12.11 HRS, VOLUME= 4.92 AF, ATTEN= 61%, LAG= 8.4 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 73325 CF 155.0 5000 0 0 PEAK ELEVATION= 160.8 FT 167.0 20366 152196 152196 FLOOD ELEVATION= 167.0 FT START ELEVATION= 161.0 FT j SPAN= 7-22 HRS, dt=.03 HRS I Tdet= 122.4 MIN (3.17 AF) # ROUTE INVERT OUTLET DEVICES 1 P 157.0' 241, CULVERT n=.023 L=50' 5=.031/' Ke=.1 Cc=.9 Cd=.82 iData for NBrook (Lewis Motors PRE 2002 Expansion) Page 11 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 18 Lower IDX Pond Qin = 26.23 CFS @ 12.11 HRS, VOLUME= 4.92 AF Qout= 26.17 CFS @ 12.13 HRS, VOLUME= 4.88 AF, ATTEN= 0%, LAG= 1.3 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 3493 CF 145.0 192 0 0 PEAK ELEVATION= 149.3 FT 145.6 298 147 147 FLOOD ELEVATION= 150.7 FT 146.1 428 182 328 START ELEVATION= 145.5 FT 146.7 582 303 631 SPAN= 7-22 HRS, dt=.03 HRS 147.2 758 335 966 Tdet= 7.3 MIN (4.87 AF) 147.8 958 515 1481 148.3 1182 535 2016 148.9 1429 783 2800 149.5 1699 938 3738 150.1 1992 1107 4845 150.7 2309 1290 6136 # ROUTE INVERT OUTLET DEVICES 1 P 147.5' 42" CULVERT n=.013 L=20' 5=.031/' Ke=.1 Cc=.9 Cd=.82 POND 35 RR Tracks Qin = 303.8 CFS @ 12.13 HRS, VOLUME= 27.68 AF Qout= 302.4 CFS @ 12.15 HRS, VOLUME= 27.67 AF, ATTEN= 0%, LAG= .7 MIN ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) 120.0 600 0 0 120.4 723 265 265 120.8 858 316 581 121.2 1005 373 953 121.6 1162 433 1387 122.0 1332 499 1886 122.4 1513 569 2455 STOR-IND METHOD PEAK STORAGE = 13566 CF PEAK ELEVATION= 130.2 FT FLOOD ELEVATION= 122.4 FT START ELEVATION= 120.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 1 MIN (27.62 AF) # ROUTE INVERT OUTLET DEVICES 1 P 120.0' 48" CULVERT n=.023 L=60' 5=.031/' Ke=.1 Cc=.9 Cd=.82 y 1 Data for NBrook (Lew-s Motors PRE 2002 Expansion) Page 12 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 36 NE Qin = 302.4 CFS @ 12.15 HRS, VOLUME= 27.67 AF Qout= 302.2 CFS @ 12.15 HRS, VOLUME= 27.67 AF, ATTEN= 0%, LAG= .5 MIN ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) 122.0 300 0 0 122.3 366 100 100 122.6 438 121 220 122.9 516 143 364 123.2 601 168 531 123.5 693 194 725 123.8 791 223 948 124.1 895 253 1201 125.0 1248 964 2165 125.6 1498 824 2989 128.0 3000 5398 8387 STOR-IND METHOD PEAK STORAGE = 6015 CF PEAK ELEVATION= 126.9 FT FLOOD ELEVATION= 128.0 FT START ELEVATION= 122.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= .3 MIN (27.67 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 122.0' 8' x 4' CULVERT n=.013 L=8' S=.071/' Ke=.1 Cc=.9 Cd=.82 POND 37 Qin = 302.2 CFS @ 12.15 HRS, VOLUME= 27.67 AF Qout= 256.0 CFS @ 12.26 HRS, VOLUME= 27.64 AF, ATTEN= 15%, LAG= 6.1 MIN ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) 120.0 1125 0 0 120.3 1249 356 356 120.6 1379 394 750 120.9 1516 434 1185 121.2 1660 476 1661 121.5 1810 520 2181 123.0 2656 3350 5531 124.5 4000 4992 10523 126.0 6000 7500 18023 127.5 8000 10500 28523 129.0 10000 13500 42023 STOR-IND METHOD PEAK STORAGE = 68285 CF PEAK ELEVATION= 131.9 FT FLOOD ELEVATION= 129.0 FT START ELEVATION= 120.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 2.6 MIN (27.59 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 120.0' 48" CULVERT n=.013 L=65' S=.0131/' Ke=.l Cc=.9 Cd=.82 iData for NBrook (Lew.Ls Motors PRE 2002 Expansion) Page 13 TYPE II 24-HOUR RAINFALL= 4.00 IN I Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 27 Aug 02 fl HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 38 NC Qin = 256.0 CFS @ 12.26 HRS, VOLUME= 27.64 AF Qout= 244.5 CFS @ 12.33 HRS, VOLUME= 27.64 AF, ATTEN= 4%, LAG= 4.6 MIN ELEVATION (FT) AREA (SF) INC.STOR (CF) CUM.STOR (CF) 115.0 150 0 0 115.3 197 52 52 115.6 251 67 119 116.5 I 915 525 644 118.0 2000 2186 2830 119.5 4000 4500 7330 121.0 6000 7500 14830 122.5 8000 10500 25330 STOR-IND METHOD PEAK STORAGE = 43280 CF PEAK ELEVATION= 125.1 FT FLOOD ELEVATION= 122.5 FT START ELEVATION= 115.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 1.5 MIN (27.58 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 115.0' 48" CULVERT n=.013 L=8' 5=.021/' Ke=.1 Cc=.9 Cd=.82 POND 39 WT- Qin = 244.5 CFS @ 12.33 HRS, VOLUME= 27.64 AF Qout= 170.8 CFS @ 12.59 HRS, VOLUME= 27.56 AF, ATTEN= 30%, LAG= 15.6 MIN ELEVATION (FT) AREA (SF) INC.STOR (CF) CUM.STOR (CF) 117.0 3750 0 0 118.0 4521 4136 4136 119.0 5364 4943 9078 120.0 6279 5822 14900 121.0 8324 7302 22201 I 122.0 10000 9162 31363 (` 123.0 12000 11000 42363 124.0 14000 13000 55363 125.0 16000 15000 70363 I 126.0 18000 17000 87363 STOR-IND METHOD PEAK STORAGE = 178424 CF PEAK ELEVATION= 131.4 FT FLOOD ELEVATION= 126.0 FT START ELEVATION= 117.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 10.5 MIN (27.56 AF) # ROUTE INVERT OUTLET DEVICES 1 P 117.0' 36" CULVERT n=.013 L=50' S=.0161/' Ke=.1 Cc=.9 Cd=.82 Data for NBrook (Le,.,-2 Motors POST AUG2002 Expansion) Page 1 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems WATERSHED ROUTING OSUBCATCHMENT ❑ REACH /\ POND a LINK SUBCATCHMENT 1 = (N-IX) RO#1 -> REACH 6 SUBCATCHMENT 2 = (N-IX) Goss Dodge -> REACH 6 SUBCATCHMENT 3 = (N-IX) Magic Hatl -> REACH 6 SUBCATCHMENT 9 = (N-IX) Magic Hat2 -> POND 35 SUBCATCHMENT 11 = (N-V) Upslope of IDX -> POND 17 SUBCATCHMENT 12 = (N-V) IDX/Old Dev -> POND 17 SUBCATCHMENT 14 = (N-V) IDX New -> POND 17 SUBCATCHMENT 17 = (N-IV) -> REACH 32 SUBCATCHMENT 18 = (N-I) -> REACH 32 SUBCATCHMENT 20 = (N-III) -> REACH 32 SUBCATCHMENT 22 = (N-VII) Heritage -> REACH 32 I Data for NBrook (Le.. ) Motors POST AUG2002 Expansion) Page 2 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 23 = (N-VII) Heritage-B -> REACH 32 SUBCATCHMENT 25 = (N-VII) Heritage-C -> REACH 32 SUBCATCHMENT 30 = (N-VII) Jeep -> REACH 32 SUBCATCHMENT 31 = (N-II) -> REACH 8 SUBCATCHMENT 32 = (N-X) -> REACH 40 SUBCATCHMENT 33 = (N-VII) above Heritage Ford -> REACH 32 SUBCATCHMENT 34 = (N-VI) -> REACH 33 REACH 6 = NJ: Wetlands -> POND 7 REACH 8 = Reach NE -> POND 35 REACH 26 = Rt. 7 -> REACH 32 REACH 32 = NK -> REACH 33 REACH 33 = NG -> POND 35 REACH 40 = Reach NA -> POND 7 = Pond 24/NJ -> REACH 8 POND 17 = Upper IDX POnd -> POND 18 POND 18 = Lower IDX Pond -> REACH 26 POND 35 = RR Tracks -> POND 36 POND 36 = NE -> POND 37 POND 37 = ND -> POND 38 POND 38 = NC -> POND 39 POND 39 = NB -> REACH 40 Data for NBrook (Lew) Motors POST AUG2002 Expansion) Page 3 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 1 (N-IX) RO#1 PEAK= 19.41 CFS @ 12.02 HRS, VOLUME= 1.10 AF ACRES CN 6.00 83 Method Comment CURVE NUMBER (LAG) METHOD All one L=675' s=.03 '/' SUBCATCHMENT 2 (N-IX) Goss Dodge PEAK= 54.27 CFS @ 11.95 HRS, VOLUME= 2.57 AF ACRES CN 11.00 90 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Tc (min 12.2 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 5.9 L=375' s=.03 '/' SUBCATCHMENT 3 (N-IX) Magic Hatl PEAK= 24.61 CFS @ 11.97 HRS, VOLUME= 1.24 AF ACRES CN SCS TR-20 METHOD 5.00 92 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 7.4 L=560' s=.03 '/' SUBCATCHMENT 9 (N-IX) Magic Hat2 PEAK= 10.95 CFS @ 11.93 HRS, VOLUME= 50 AF ACRES CN SCS TR-20 METHOD 2.00 92 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 3.9 L=250' s=.03 '/' Data for NBrook (Lei. ) Motors POST AUG2002 Expansion) Page 4 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 11 (N-V) Upslope of IDX PEAK= 1.81 CFS @ 12.38 HRS, VOLUME= .33 AF ACRES CN SCS TR-20 METHOD 10.83 52 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 32.5 L=620' s=.02 '/' SUBCATCHMENT 12 (N-V) IDX/Old Dev PEAK= 23.25 CFS @ 12.01 HRS, VOLUME= 1.22 AF ACRES CN SCS TR-20 METHOD 7.79 79 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 10.3 L=720' s=.06 '/' SUBCATCHMENT 14 (N-V) IDX New PEAK= 46.78 CFS @ 11.96 HRS, VOLUME= 2.34 AF ACRES CN SCS TR-20 METHOD 8_89 94 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 6.5 L=820' s=.06 '/' SUBCATCHMENT 17 (N-IV) PEAK= 6.89 CFS @ 12.09 HRS, VOLUME= .46 AF ACRES CN 3.20 77 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 17.5 L=840' s=.03 '/' Data for NBrook (Le. ) Motors POST AUG2002 Expansion) / Page 5 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 18 (N-I) PEAK= 22.81 CFS @ 12.26 HRS, VOLUME= 2.25 AF ACRES CN 20.50 71 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 11 one 31.2 L=1400' s=.03 '/' SUBCATCHMENT 20 (N-III) PEAK= 9.01 CFS @ 11.94 HRS, VOLUME= .40 AF ACRES CN 2.00 85 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 4.5 L=210' s=.03 '/' SUBCATCHMENT 22 (N-VII) Heritage PEAK= 24.39 CFS @ 11.98 HRS, VOLUME= 1.31 AF ACRES CN SCS TR-20 METHOD 5.00 94 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 8.9 L=790' s=.03 '/' SUBCATCHMENT 23 (N-VII) Heritage-B PEAK= 24.39 CFS @ 11.98 HRS, VOLUME= 1.31 AF ACRES CN SCS TR-20 METHOD 5.00 94 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 8.9 L=790' s=.03 '/' Data for NBrook (Lew_)Motors POST AUG2002 Expansion) Page 6 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 25 (N-VII) Heritage-C PEAK= 24.39 CFS @ 11.98 HRS, VOLUME= 1.31 AF ACRES CN SCS TR-20 METHOD 5.00 94 TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD All one 8.9 L=790' s=.03 '/' SUBCATCHMENT 30 (N-VII) Jeep PEAK= 30.22 CFS @ 12.04 HRS, VOLUME= 1.76 AF ACRES CN 10.00 82 SCS TR-20 METHOD TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD 13.2 L=720' s=.03 '/' SUBCATCHMENT 31 (N-II) PEAK= 38.71 CFS @ 12.19 HRS, VOLUME= 3.34 AF ACRES CN SCS TR-20 METHOD 12.17 82 N-II composite minus Lewis Motor TYPE II 24-HOUR 4.83 I 93 Lewis Motors Composite RAINFALL= 4.00 IN 17.00 85 SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 27.1 L=2000' s=.03 '/' SUBCATCHMENT 32 (N-X) PEAK= 55.16 CFS @ 12.32 HRS, VOLUME= 5.96 AF ACRES CN SCS TR-20 METHOD 45.30 75 Composite for entire subwatershe TYPE II 24-HOUR ` RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 37.1 L=2000' s=.03 '/' Data for NBrook (Lew.Ls Motors POST AUG2002 Expansion) Page 7 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems SUBCATCHMENT 33 (N-VII) above Heritage Ford PEAK= 32.61 CFS @ 12.09 HRS, VOLUME= 2.23 AF ACRES CN SCS TR-20 METHOD 13.70 80 Composite CN TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min CURVE NUMBER (LAG) METHOD Segment ID: 18.3 L=1000' s=.03 '/' SUBCATCHMENT 34 (N-VI) PEAK= 37.44 CFS @ 12.18 HRS, VOLUME= 3.11 AF ACRES CN SCS TR-20 METHOD 19.10 80 Composite CN TYPE II 24-HOUR RAINFALL= 4.00 IN SPAN= 7-22 HRS, dt=.03 HRS Method Comment Tc (min) CURVE NUMBER (LAG) METHOD Segment ID: 25.4 L=1500' s=.03 '/' Data for NBrook (Lew_.) Motors POST AUG2002 Expansion) Page 8 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 6 NJ: Wetlands Qin = 94.57 CFS @ 11.96 HRS, VOLUME= 4.92 AF Qout= 83.48 CFS @ 12.08 HRS, VOLUME= 4.89 AF, ATTEN= 12%, LAG= 7.1 MIN DEPTH END AREA DISCH (FT) (SO -FT) (CFS) 0.00 I 0.00 0.00 .05 2.58 3.40 .10 5.33 10.92 .15 I 8.25 21.76 .22 12.29 40.36 .30 18.00 72.05 .40 25.33 119.85 .50 33.33 179.12 REACH 8 50' x .5' CHANNEL SIDE SLOPE= .03 n= .026 LENGTH= 1180 FT SLOPE= .03 FT/FT Reach NE STOR-IND+TRANS METHOD PEAK DEPTH= .33 FT PEAK VELOCITY= 4.2 FPS TRAVEL TIME = 4.6 MIN SPAN= 7-22 HRS, dt=.03 HRS Qin = 115.6 CFS @ 12.12 HRS, VOLUME= 8.23 AF Qout= 115.1 CFS @ 12.13 HRS, VOLUME= 8.23 AF, ATTEN= 0%, LAG= .6 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .40 4.48 16.61 .80 9.94 55.29 1.20 16.36 114.38 1.72 26.16 222.95 2.40 41.45 423.50 3.20 63.03 753.29 4.00 88.48 1195.57 REACH 26 10' x 4' CHANNEL SIDE SLOPE= .33 n= .035 LENGTH= 150 FT SLOPE= .03 FT/FT Rt. 7 STOR-IND+TRANS METHOD PEAK DEPTH= 1.21 FT PEAK VELOCITY= 7.0 FPS TRAVEL TIME = .4 MIN SPAN= 7-22 HRS, dt=.03 HRS Qin = 26.17 CFS @ 12.13 HRS, VOLUME= 4.88 AF Qout= 26.01 CFS @ 12.21 HRS, VOLUME= 4.87 AF, ATTEN= 1%, LAG= 4.8 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .20 1.00 3.34 .40 2.00 10.13 .60 3.00 19.04 .86 4.30 32.87 1.20 6.00 53.71 1.60 8.00 81.02 2.00 10.00 110.44 5' x 2' CHANNEL n= .025 LENGTH= 1125 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= .73 FT PEAK VELOCITY= 7.1 FPS TRAVEL TIME = 2.6 MIN SPAN= 7-22 HRS, dt=.03 HRS 1 Data for NBrook (Lew-. Motors POST AUG2002 Expansion) Page 9 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5.11 001547 (c) 1986-1999 Applied Microcomputer Systems REACH 32 RD Qin = 165.5 CFS @ 12.02 HRS, VOLUME= 15.92 AF Qout= 163.5 CFS @ 12.05 HRS, VOLUME= 15.90 AF, ATTEN= 1%, LAG= 1.8 MIN DEPTH END AREA DISCH { (FT) (SO -FT) (CFS) If 0.00 0.00 0.00 .25 1.25 5.21 .50 2.50 15.61 .75 I 3.75 29.08 1.08 5.38 49.73 1.50 7.50 80.39 I 2.00 10.00 120.05 2.50 12.50 162.32 REACH 33 5' x 2.5' CHANNEL n= .023 LENGTH= 750 FT SLOPE= .03 FT/FT NG STOR-IND+TRANS METHOD PEAK DEPTH= 2.52 FT PEAK VELOCITY= 13.0 FPS TRAVEL TIME = 1.0 MIN SPAN= 7-22 HRS, dt=.03 HRS Qin = 191.6 CFS @ 12.06 HRS, VOLUME= 19.01 AF Qout= 187.3 CFS @ 12.13 HRS, VOLUME= 18.96 AF, ATTEN= 2%, LAG= 4.3 MIN DEPTH END AREA DISCH (FT) (SQ-FT) (CFS) 0.00 0.00 0.00 .30 1.77 7.37 .60 4.09 25.22 .90 6.95 53.58 1.29 11.49 107.71 1.80 18.82 211.59 2.40 29.45 388.44 3.00 42.27 632.18 5' x 3' CHANNEL SIDE SLOPE= .33 n= .025 LENGTH= 1500 FT SLOPE= .03 FT/FT STOR-IND+TRANS METHOD PEAK DEPTH= 1.68 FT PEAK VELOCITY= 11.0 FPS TRAVEL TIME = 2.3 MIN SPAN= 7-22 HRS, dt=.03 HRS REACH 40 Reach NA Qin = 213.2 CFS @ 12.49 HRS, VOLUME= 33.52 AF Qout= 213.0 CFS @ 12.52 HRS, VOLUME= 33.48 AF, ATTEN= 0%, LAG= DEPTH END AREA DISCH (FT) (SO -FT) (CFS) 0.00 0.00 0.00 .40 4.48 18.98 .80 9.94 63.21 1.20 16.36 130.74 1.72 26.16 254.85 2.40 41.45 484.10 3.20 63.03 861.08 4.00 88.48 1366.65 10' x 4' CHANNEL SIDE SLOPE= .33 n= .025 LENGTH= 625 FT SLOPE= .02 FT/FT 2.0 MIN STOR-IND+TRANS METHOD PEAK DEPTH= 1.54 FT PEAK VELOCITY= 9.3 FPS TRAVEL TIME = 1.1 MIN SPAN= 7-22 HRS, dt=.03 HRS Data for NBrook (Lew�a)Motors POST AUG2002 Expansion) Page 10 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems I POND 7 Pond 24/NJ Qin = 83.48 CFS @ 12.08 HRS, VOLUME= 4.89 AF Qout= 79.96 CFS @ 12.11 HRS, VOLUME= 4.89 AF, ATTEN= 4%, LAG= 1.8 MIN ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD (FT) (SF) (CF) (CF) PEAK STORAGE = 6068 CF 127.0 120 0 0 PEAK ELEVATION= 135.9 FT 127.5 210 83 83 FLOOD ELEVATION= 131.5 FT 128.0 300 128 210 START ELEVATION= 127.0 FT 128.5 390 173 383 SPAN= 7-22 HRS, dt=.03 HRS 129.0 480 218 600 Tdet= .8 MIN (4.89 AF) 129.5 570 263 863 130.0 630 300 1163 130.5 720 338 1500 131.0 810 383 1883 131.5 900 428 2310 # ROUTE INVERT OUTLET DEVICES 1 P 127.0' 30" CULVERT n=.023 L=40' S=.031/' Ke=.1 Cc=.9 Cd=.82 POND 17 Upper IDX POnd Qin = 67.96 CFS @ 11.97 HRS, VOLUME= 3.89 AF Qout= 26.23 CFS @ 12.11 HRS, VOLUME= 4.92 AF, ATTEN= 61%, LAG= 8.4 MIN ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) I 155.0 5000 0 0 167.0 20366 152196 152196 STOR-IND METHOD PEAK STORAGE = 73325 CF PEAK ELEVATION= 160.8 FT FLOOD ELEVATION= 167.0 FT START ELEVATION= 161.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 122.4 MIN (3.17 AF) # ROUTE INVERT OUTLET DEVICES 1 P 157.0' 24" CULVERT n=.023 L=50' S=.031/' Ke=.1 Cc=.9 Cd=.82 Data for NBrook (Lew-Ls)Motors POST AUG2002 Expansion) Page 11 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 I HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 18 Lower IDX Pond Qin = 26.23 CFS @ 12.11 HRS, VOLUME= 4.92 AF Qout= 26.17 CFS @ 12.13 HRS, VOLUME= 4.88 AF, ATTEN= 0%, LAG= 1.3 MIN ELEVATION j (FT) AREA (SF) INC.STOR (CF) CUM.STOR (CF) I 145.0 192 0 0 145.6 298 147 147 146.1 428 182 328 146.7 582 303 631 147.2 758 335 966 147.8 958 515 1481 148.3 1182 535 2016 M 148.9 1429 783 2800 149.5 1699 938 3738 150.1 1992 1107 4845 I 150.7 2309 1290 6136 STOR-IND METHOD PEAK STORAGE = 3493 CF PEAK ELEVATION= 149.3 FT FLOOD ELEVATION= 150.7 FT START ELEVATION= 145.5 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 7.3 MIN (4.87 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 147.5' 42" CULVERT n=.013 L=20' S=.031/' Ke=.l Cc=.9 Cd=.82 POND 35 RR Tracks Qin = 303.8 CFS @ 12.13 HRS, VOLUME= 27.68 AF Qout= 302.4 CFS @ 12.15 HRS, VOLUME= 27.67 AF, ATTEN= 0%, LAG= .7 MIN ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) 120.0 600 0 0 120.4 723 265 265 120.8 858 316 581 121.2 1005 373 953 121.6 1162 433 1387 122.0 1332 499 1886 122.4 1513 569 2455 STOR-IND METHOD PEAK STORAGE = 13566 CF PEAK ELEVATION= 130.2 FT FLOOD ELEVATION= 122.4 FT START ELEVATION= 120.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 1 MIN (27.62 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 120.0' 48" CULVERT n=.023 L=60' 5=.031/' Ke=.l Cc=.9 Cd=.82 I Data for NBrook (Lewis Motors POST AUG2002 Expansion) Page 12 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 36 IMP Qin = 302.4 CFS @ 12.15 HRS, VOLUME= 27.67 AF Qout= 302.2 CFS @ 12.15 HRS, VOLUME= 27.67 AF, ATTEN= 0%, LAG= .5 MIN ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) I 122.0 300 0 0 122.3 366 100 100 122.6 438 121 220 122.9 516 143 364 123.2 601 168 531 123.5 693 194 725 123.8 791 223 948 124.1 895 253 1201 125.0 1248 964 2165 125.6 1498 824 2989 128.0 3000 5398 8387 STOR-IND METHOD PEAK STORAGE = 6015 CF PEAK ELEVATION= 126.9 FT FLOOD ELEVATION= 128.0 FT START ELEVATION= 122.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= .3 MIN (27.67 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 122.0' 8' x 4' CULVERT n=.013 L=8' 5=.071/' Ke=.1 Cc=.9 Cd=.82 POND 37 I0k Qin = 302.2 CFS @ 12.15 HRS, VOLUME= 27.67 AF Qout= 256.0 CFS @ 12.26 HRS, VOLUME= 27.64 AF, ATTEN= 15%, LAG= 6.1 MIN ELEVATION (FT) AREA (SF) INC.STOR (CF) CUM.STOR (CF) 120.0 1125 0 0 120.3 1249 356 356 120.6 1379 394 750 120.9 1516 434 1185 121.2 1660 476 1661 121.5 1810 520 2181 123.0 I 2656 3350 5531 124.5 4000 4992 10523 126.0 6000 7500 18023 ` 127.5 8000 10500 28523 f 129.0 10000 13500 42023 STOR-IND METHOD PEAK STORAGE = 68285 CF PEAK ELEVATION= 131.9 FT FLOOD ELEVATION= 129.0 FT START ELEVATION= 120.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 2.6 MIN (27.59 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 120.0' 48" CULVERT n=.013 L=65' S=.0131/' Ke=.1 Cc=.9 Cd=.82 Data for NBrook (LeWio'Motors POST AUG2002 Expansion) / Page 13 TYPE II 24-HOUR RAINFALL= 4.00 IN Prepared by Heindel and Noyes, LLC -- Burlington, Vermont 28 Aug 02 HydroCAD 5 11 001547 (c) 1986-1999 Applied Microcomputer Systems POND 38 NC Qin = 256.0 CFS @ 12.26 HRS, VOLUME= 27.64 AF Qout= 244.5 CFS @ 12.33 HRS, VOLUME= 27.64 AF, ATTEN= 4%, LAG= 4.6 MIN ELEVATION I (FT) AREA (SF) INC.STOR (CF) CUM.STOR (CF) II 115.0 150 0 0 115.3 197 52 52 ` 115.6 251 67 119 116.5 915 525 644 !I 118.0 2000 2186 2830 119.5 4000 4500 7330 I 121.0 6000 7500 14830 122.5 8000 10500 25330 STOR-IND METHOD PEAK STORAGE = 43280 CF PEAK ELEVATION= 125.1 FT FLOOD ELEVATION= 122.5 FT START ELEVATION= 115.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 1.5 MIN (27.58 AF) ## ROUTE INVERT OUTLET DEVICES 1 P 115.0' 48" CULVERT n=.013 L=8' S=.021/' Ke=.1 Cc=.9 Cd=.82 POND 39 R Qin = 244.5 CFS @ 12.33 HRS, VOLUME= 27.64 AF Qout= 170.8 CFS @ 12.59 HRS, VOLUME= 27.56 AF, ATTEN= 30%, LAG= 15.6 MIN ELEVATION AREA INC.STOR CUM.STOR (FT) (SF) (CF) (CF) 117.0 3750 0 0 118.0 4521 4136 4136 119.0 5364 4943 9078 120.0 6279 5822 14900 121.0 8324 7302 22201 122.0 10000 9162 31363 123.0 12000 11000 42363 124.0 14000 13000 55363 125.0 16000 15000 70363 126.0 18000 17000 87363 STOR-IND METHOD PEAK STORAGE = 178424 CF PEAK ELEVATION= 131.4 FT FLOOD ELEVATION= 126.0 FT START ELEVATION= 117.0 FT SPAN= 7-22 HRS, dt=.03 HRS Tdet= 10.5 MIN (27.56 AF) $# ROUTE INVERT OUTLET DEVICES 1 P 117.0' 36" CULVERT n=.013 L=50' S=.0161/' Ke=.1 Cc=.9 Cd=.82 • Consulting Hydrogeologists • Engineers VN Heindel and Noyes • Environmental Scientists PO Box 64709 Burlington, Vermont 05406-4709 802-658-0820 Fax 802-860-1014 September 4, 2002 Mr. Ray Belair City of South Burlington Planning and Zoning 575 Dorset Street South Burlington, Vermont 05403 RE: North Brook Hydrologic Modeling for Proposed Lewis Motors Expansion Dear Mr. Belair: The attached report presents the results of our hydrologic evaluation of the proposed Lewis Motors expansion at 1325 Shelburne Road in South Burlington. Our analysis shows that the proposed changes to the site result in a minor increase in the impervious surface at the site. The increase, however, has no measurable effect on peak runoff rates from the subwatershed in which the site is located or at downstream locations. We therefore find that the proposed changes at the site are consistent with the Bartlett Brook stormwater zoning overlay, and we recommend that the City approve the stormwater aspects of this project. Please contact me at 802-655-4222 or matt _q-city.com if you have any questions. Sincerely, tJ Matthew Murawski Hydrologist Attachments cc: Mr. Dave Lewis, Lewis Motors Inc U:\PROJECTS\Lewis Motors Stormwater\REPORTSIewis Motors NB Report(August 2002).doe EXISTING Co I TO 13' SANIrMY SEWER I ON EAST SIDE GF NY. IN - 2051 RAILROAD ♦/- 600' wV. OUi - 2011 M DOWN NAMES ROAD BENCI MARK M TOP NUT HYDRANT w SOUTH SIDE HOLMES " ROAD. 0. - 10000 i-»----• ---t° -------------- It � IA -"- c i II 2'I-I '1�,I 1 4' PVC SEW POWER POLE II 4i1 "ATER- N.E.T. 2 � SEPARATOR SEPA 11 GAS VALVE EXISTING CS _ - - •-- RIM. 21 Ce1 ` AV. A - 21Q1 I VJ NV. CUT - IlDS j ICI EA571NG AY. - 310.9 THE CITY OF SOUTH tx BURLINGTON FIRE ST DEPARTMENT '.re FIRE STATION 7V " - SLAB EL _ �' n �' I BASINEXISTING CATCHBASIN h • 2213 1-224.0 ,p 1 � L�m//D/�TRAMCE \ (TIP .) "-' 4 BUSHES PRaPORD y(/N 170.00' S 1830'25' W t7oT TO uwr' MAPLE TREE (TIP.) O - OO RETANNG WALL 7111 .IO�EG7E 'SH N22/.70 w • RED PINE 10 BE N 1 raK - II7.0 X-23wS0 IN a OI1T (1ri.) I ...� TOM BASIN I G2 1-2iSJt 397.04' N 18'30'25- E EIIST&C LCYCENEF _ sTDRM YN N RW-234.90 jj wV./B'-2N.D0 II EXI$TwG PROPOSED wV./I3'-224.M -11 SEWER YARNS • t AND SERWCES -_---_----• - i WATER MAINS __-_____-r__-------- -_--______v_�-________ _ =--------- ------------------------------ ----- �---------7 ------------------------------- I_ -CLEAN OUT • RgRADE INSTALL - NEW •RNA[ SrV E GRATE prom 4' NIG1 0014OIE/E 9x BLOC! RETAA`AG WELL Me OF MALL 23aT3 o 0010==-ROAD (TIP) EL-S. ROUTE 7 NSTµ1T�TA111 JY New WHOC E ST Ium L.00, NLALI. a R[�FADF TO BE P1ePO4D /J LETUYN0115 EXITING LNINALRE PAVEMENT TO BE REMOVED ---\ } '• GRID► aw•,;:;7I DIRECTION PETX - • ' • � =O'4• MR P'AOP'O.MED hIR'G'AST' PR'OPOSIEDaek, bill d5T[ld 1,221 • s • ?TRPIIG t•m. 57f1P EWK109RE (24'I2e9 LIE fn2IA1 ; 1 CM _-. Doyd GARB RETER TD CIE 4 , . 1 m • PAD (24".47) 1t I FENCE ENCL RE ` YALBOT TO Be RELOCATED /• CLAN U•K FENCE ' I1` BE REMOVED) -' � � � � �_ �_ APPROXIMn'F B(%kJDARY OF SAL _ SEDARA _ _-BARTLETT BAY --." ADERSHED O rt+ ') aT -RELOCATED Y. ,QX OVERLAY DISTRICT - -&STALL NEW 90V _ A II I -POST, SIGN EXOSiIIG 1 PR ' w 1 A1 i A '4'\'IiI •Q WI�;II - • ._ fF1LUOIOlET Aa- 9TR.MWI ADDRYe SECURITY RBDE - _ 185m0 I R - LIGHTS SEWED R6 LSDD TIGER _•IN� 6 1/' (TYP.)T1114�' - PAVF]O/T/fXA1E1 TO E II I� T WW M7jrPARA REMOVED LOAM A S® V M _ I - ..REII �A I ?JI.O GTG/ BASINDIS_ NEEDED (/�yApREA AS S I;,III I'll k 4- P I !1 N.0 - - _ 2JI.7J - II®m,•r..) 1 ai1 I � � 7" "-12 P _ 1-21..E - I G I GTCH BA3w S. 1 I I NtilAid/ EJESINO m BASIN m I-YA101 EXISTING I SERMCE i w EX15nNc - 1 w (TYP.) r-219.1 ,y BOOR GTCH BASIN I .I LmA k -\ �' N r-228.J) PROPOSEDf hI231J r • •' :•ERFIEAO POWER LINE CLHCRE' ,-z26.3 I ''I ��......__._ Wi - � EXIS77NG AUTOTE - �� AKIN ROILS ro m I II , I w - K �,;•,.p SERNCE BUILDING WTM1 o b' i m r el F.F.E.-23d27 RE rAlNINO 1 REMOVE EwSTAC EXISTING AUTO A TO' - 2451- 9•RII� �`�•A ai R- SERVICE BUILDING RELOCATE EXISTING - EI F.F.E -2JO.Od: 5ERM4 DRY N>.'•SE STORAQ n -AREA IW.;" ClR® CUT N if A ODOR PA7CI F S^ _ _-V4OI7 I' I " - ffi4P�SeSIA12�91�EE_D4 �__ J' L yw�PA t EAR. (7TP.) F-,Aa PAIEAETIT/btAVE1 TO BE REMOVED ,N a'' ' lh124N `J _. 4I TB• IC,•. IS EASEMF •FOR 'CROWN ROAD' ` LOANNEED ! SEID arsTLRaeED AREA AS I , 9• ffCT " NFmm (T�) 1 TII I i SEE TE 4 OQNQE'lE `'••.� ____ ____ I GALYAN2ED SiFEl CEMENT ABOVf CURB NN1E BIRGI �L + GiO1RD TO EIEELECRI PAI[T. N ENT I SED POWER F(A UGH IS AREA PRIME ELECTRICAL E01/P1l71i (TYP.) NECESSARY 1O ENERGIZE EXTERIOR l/G/li AND .c SALK.A110N5 fOR ;-;3t - EXISTING SALES PRpV�E SEPARATE 1Hpf FOR LIGHTS /y ExIsnMO SALES OUNDNGS II µ � BUILDING i 1-PRDHOE SCH 40 PVC CONDUIT •JVL. L EXTEND OONowew CAB 5' FOR POWER TO NEW LIGHTS - F.F.E.=238.Of T e- _ Al A.G 1 0 R OICONDUITS 'SIDEWALK EfE ; 5 BY OWNER DOO( PROPOSED WITH CONCRETE T � [c III' • ~ 1 I .`l..i'� REMo RaoGTTE]75T P --f I - L-GNQ°Y- -I I I ALL ICLaP PRLDWNAA6 (PJ) [r ---ITT "RAVER j - WAIL -GP. ' TTII1I SIC•1 MAN - T . T BY I 8 �21I r I H211T M I III& I sham Ewa • o-21i 4 GIFT j y 1iI i • • • • • • • • -- - r FOnAVE WIDENING - REFER ro VERFOIT I IAGNOP t IRAMSP OtiA 7IDN PLAra INSTALL (2) 11/Y SCI 10 PVCJ CONDUITS FOR 7KNS LINE BY Oi1ER5 I� -w `A G27d�1 �� T- ISTNO CAT__ `- EX13nN0 B' CARP zJ4.JFU71KECONCRETE SIDEIIW.KI7.1 2J0.1 �ASA STORK BY O1/1ER5 �TO"E E105TMI0 KTEIL _-. •� CURB - Re LF GN.IF•lE CI,Ti- -- G1BlET, AND WIIRNG EFSTNO 510/AOE TO BE REMOVED - �� - PROPOSED TREES INSTALLED BY OWNER AFTER VAOT POE & BASES.0 V.) LIGIr POLE • BASES. (TV.) DINNERCOORDOR ONE ` CONED FOR sCEDLERNc ,. Si'ffL URNE ROAD - US ROUTE 7 SHELISLAZHE IMPROVEMENTS ARE MAPLE &STALL HOPE BDID MSnNC SEWER MANHOLE R S11E]T T 2"A7 11 FUTURE GAB WIDENING h2241 ROM? TO VERMONT AGENCY OF �I PLANT94G SCHEDULE TRMSPOtTATIOI PLANS jj u 9flMtK NAM[ UAMITY COlIDfTIOl/ 11 � SLIMIER SNOW SWING RETCUUTA 1 JAPANESE TREE UUC 2-2 1/2• GUPER \\\\\ a II I, A- X FREEMAN, .ETFFRSRFD AUTUMN BLAZE 14 2 1/2• - J• BAB FREEi1AN YAPIL &MIS -A AUSnNAN PINE 10 Y-e' BAd Graphic Scale • TAXUS UFDIA O-ORMIS DENSE YEW It 18•-24' BAs Tatar /C�"1'7l SPWEA LTD£ PMN[.LA• PRINCESS -A 12 J GAL EO 0 SO 60 90 120 �,p� .IAP�YxG IITTE 1 CAKEMQO COMMONS 1233 AND SERNcES I' SHELBURNE ROAD STORM DRAINAGE ---_----•-------• P III S BURLINGTON. VT. 05403 LIwro PROPANE • _, OR NAGASTURAL S 14 EISTNG OVERHEAD POWER--------M------ ---__ ,..v _-__ STORM MN - -- r 1-229.0 UNDERGROUND PoMFF y 0' RED PINE (TYP.) II I PROPERTY LINE i I RIGHT-O-WAY LINE ? e• RED POPE TO BE 4 j REL0=/1REESPAOE UNDERGROUND __________ I --------- 1 I BY OWNEA COMMUNIGIMNS/ j FIBER OPTICS Ia-.R.II ITEM ro BE REMOVED/ RELOG E -- W-__ VIIER MANH NE O I ---- STORM DRAINAGE 0 I , MANHOLE SERER QEANW7 GiCI BASIN RC, ❑ VAL If M M i I CURB srcP • • UTILITY POLE } ?- I I HI , I MTC OR TRANSFORMER 1 ! I EN0.09/REIWYPSTER II LUNINAIRE •'(i •-� I 11t � 'j WALL MOUNTED '•I r SECURITY LIGHT t O i j j PROPOSED LiGHTING KEY I' I I PJ w1 SINGLE L9 CLASSIC-Q2 FORWARD THROW " 100 W SUPER METAL NMIDE MODEL / G2 FT r ' I 400SWAR FART MOM ELECTRIC CONTROL WITH Ij E R TARR OVERRIDE 26' FOOT MOUNTING HEIGHT O I "HAA4 12h`�"=_cQ'��VZ PC, SINGE L9 CITATION 11 FORWARD THROW 400 W SUPER I I METAL HALIDE MODEL CM FT 400516H FART RELOGITm STEEL STORAGE PHOTO ELECTRIC CONTROL WITH TIER 0 1 I CON iA/ERs (2) 5,20' OVERRIDE. M, MOUNTING HEIGHT 0 1 I EXISTING CATCH BASIN 0 •01 2J7,1T 0 -IJ4 u P42 *-"oiao, L9 CITATION N FORWARD THROW 400 W r•�\ SUPER METAL MAUDE MODEL CAM FT 100914 Fur •\ MGM ELECTRIC CONTROL WITH TIER OVERRIDE, 30' MOUNTING NO SITE DATA • 1i • •\� `� 1. OWFR : LEWIS FAMILY LIGHTED PM111FR9AP • I j L F� "V Po COX AS" So. eUNRIGTOK N . j 11Y4y1 j •\ �� 2 ZONING DISTRICT: COMMENDµ Ci-AUTO' SETRAGT REOIROW.TS : FRONT SERACf 30' (40' HOMES ROAD) 1 j ' II ' \ • SIX SETEAC' 11. • I I I - PRE VIOILSh.Y \i REM SETBACT JO' 1 APPROVED 1 S,, IS $ERWD BY: MAMCPµ SEWER . iEJj ! RETAY. DTIDDPM \ MUNICIPMIN AL WATER POWER COWORATQ4 (7728 ST) ----( IVWONT GAS SnRMI INC ! EAsONO ! MOM= COVERAGE CALCULATIONS �' --� CATDf BASIN M',` • _I 1-2396 I PORMP.B R-O-W h2J4 J r-- ,,, I 1 iIITK AREA OF 21;.2p S.F. - 4.p. ACES N LOT COWER 1199 IF OR 51.15 In I I Jf.JI •T{•'ITr I ( IIRGIT YARD COVERAGE : J3.96p IF, - Q8 ACES 4,02a SF. OR 11.2E 11.282 sF OR 11.4R SIG3 ^ 42.Nx 7C BASE TO BE , LY,frTu� a uF REMOVED D � I A��+_�-IQ R--0-.TE RIM - 2 SEWER MH TOTAL AREA O 210.549 IF. - 483 ACES R& TI 2J9.B5 ul INV. - 2J105 LOT COIERAFE : J0.07e IF, OR I.J.METER CABINET ON CGHC SLAB '21.452 IF. OR 67.7E II MOOT ! 4 --�:'' fR(Nr YARD COVERAGE : 21730 S.F. - Q5 ACRES 9` NLBURNE ROAD 1557 SF. Be IQa 'W A `Elasnnc 11.0SF. W 4e.SS EXISTING SEWER MH STTMN MH 57.JR ---• 239.8 T h2Jf.s31.4 Ex15nNG - SIDEWALK FUTURE CCXICEIE SIDEWALK BY OTHERS FRONT YARD COVERAIE : 11.01 IF. - QJ ACRES - HOPES R'AD ------ -__ CITY OF SO. SURUNGTON FIRE DEPT. PARCEL N TOTAL AREA OF 21,889 SF - 0.50 AOPES LOT WWRAE : 156e IF. OR IS.JR 1 ), 61I SF OR R B� 31.1E MA am aFORMER R-O-W COMBINED PARCELS Q TOTµ AREA OF 237.298 IF. - &4 ACRES II II LOT COVERAGE: J1e44 IF. OR 14SR GENERAL NO ES; 131,120 sr. W 612E 1. IMPROVEMENTS FOR HOLMES ROAD-SHELBURNE ROAD INTERSECTION SHOW ON MIS PLAN. ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE •a7x NOT TO BE CONSIDERED AS ACTUAL ENGINEERED DESIGN PLAN& 2. REMOVE EVST G BITUMINOUS PAVEMENT REGRADE AND INSTALL CRUSHER RUN GRAVEL AS NEEDED TO SET FINISHED GRADE. IF UNSUITABLE MATMAL IS ENCOUNTERED REMOVE 12' MIN. DEPTH INSTALL MRRAFI 5DOX FABRIC, AND RELAY WITH 12' CRUSHER RUN ON PLANT WX GRAVEL. MTMi R-O-W COMBINED PARCFI..S' 1 GRING OFF EXISTING STRIPING A AREAS WHERE NEW STRIPING IS PROPOSED. IO Tµ AREA O 231418 IF. - 13 ACRES 4. EWOSE BACKSIDE OF CURB 6' TO V TO FACILITATE 1 1/1I SLOPE AT EITHER ENO OF AISLE LOT COKRAq : J16M SF. OR 146E 1 DATUM IS ASSUMED. SUBTRACT 31t'+/- TO OBTAIN USGS ELEVATOK 130.471 IF. OR 68.IR 8. CONTRACTOR SHALL COORDINATE WITH OWNER FOR SCHEDUUNGIMASNO OF WORK AND MAINTAIN ACCESS TO HOLMES ROAD AT ALL TIMES 10.0E �10 TRUDELL CONSULTING ENGINEERS, INC. 47e Blt• r,tk Rod P.Q. b0A 50e xz m) wl(ph.* wlw _ V®mE 0"" {BET) 8T9O0600•G VMa U,. ft Nth m WNIN,.TLuddCnW **vL- wrt�tMAt IIFeWwAI 3tJ•A05WR1 F•21)ANAAY Al"awAL 1A•M690N ACT 2!0 p1M6•RN 1•NAL AFFAOVAL SI•M®ON f06TAlICT,ON DAAM'NTd �•�i I� ,M w�iw� s rrv�,., �W �� Ms u.M-. habithardi Add addRbn/ ..a Nc� Q LlphtM9 : Wanfla9 G/te/aaT .TAM ® R,WNd N,a C k k;fbru 05/13/AD2 UMM Q R-i-d SH9rap, PoAM9 Area OD/Lt/- ,AEI QR,Ns, CaIAw9pWIt I.md,c ft Add Cs. L is A u I O ITIZt , WAY/= ,AIM Hn D-441on D••• Bj TIRNIA_ "11 IWFF, • NO. 75S7 * __ ;4 awL If 11111il N. LEWIS MOTORS, INC. a` 0(1` , if 2elbume Road u L*ston, VT Fing$ Pl] i ` 3 DEMh1S 1: 95068-56A FaBeMlm: 1 INgat nlWIYgaal' •..ARM D-: RYF Dole. 01/29/2002 Fk 213 SOIL: 1" S F1T)lGt flit-: XXX X-RWE: _ I Ball Fae : X. 9) App -d A i SPIE 1 LitePro 1.05 Point -By -Point Results Sep 13, 2002 PROJECT: Lewis Motors/95068-04 AREA: Entire Property GRID: New Grid PREPARED BY: DAB VALUES ARE FC, SCALE: I IN= 60.OFI, HORZ GRID (U), HORZ CALL, Z= 0.0 Computed in accordance with IES recommendations Ctatictirc I GROUP MIN I MAX I AVE I AVE/MIN I MAXIMIN I + 1 0.001 12.5 1 1.88 1 N/A I N/A Y-AXI 484.85 469.85 454.85 439.85 424.85 409.85 394.85 379.85 364.85 349.85 334.85 319.85 304.85 289.85 274.85 259.85 244.85 229.85 214.85 199.85 184.85 169.85 154.85 139.85 124.85 109.85 94.85 79.85 64.85 49.85 34.85 19.85 4.85 ....... .... ........................... ..................................... - ............................ ............... 0.01 0.01 0.01 'J01.0, 0.01 + 0.01 0.01 4: ............... 0.01 0.01 0.01 0.01 0.01 OV 0.01 0.01 0.01 + ().()1 0.01 0.01 0.01 0.01 0.01 0.00 0-00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0,010.01 0.01 0 Q.1 "I 0,01_.0.01---0,01 0.01 om am 0.01 0,01 M01 0.01 0,01--0.00---A 00 .... .......... + + + + + + + + + + + + + + + + + + + + + + + + + + OL 0.01 0.01 0.01 0.01 0.01 0.02 0.(Y2 0.02 0.02 0.02 0.03 0.05 0.06 0.14- 0.14 0.06 0.05 0.06 0.08 0A6- 0.11 OM 0.02 0.01 0.01 + + + + 4 0 0 H401 0.01 0.0� 0.01 0.02 0.02 0,03 0.03 0.04 0.05 3 0.7, 74 4.22 3.69 1. 21\ 0.28 0.05 0.03 .07 , 1 \\O.A67 2.'39 4.119 3.26 P3 .. . ......... - ........ .... .... P3 . . . . . + + + 0.02F 0.02 0.02 0.02 0.02 0.03 0.04 0.05 0.06 0.0 0.10 0.27 0.916 .89 8.06 i.u5 2. 4 10% >lGi 4.54 8.80 z-.79 V 0 0.13 0.04 34 18 4+91 3+7 1 0.03 0.0-1 Ob3 0.03 0.04 0.05 0.08 0.12 0.16 0.15 .22 .40 .8 4.69 4.37 U .0.5¢ 0.23 0.09 0 0 0 0 1 7 . ......... ........... ............ - - - - - - + + .......... :: , . j + + + + + + + + .4- + + + 11 1+7 1�0 1,.'02 '1.)4 1.73 1.89 1.72 0.50" 0.26 0.11 0.65 0.05 0.06 0.07 0.09 0.17 20 1.79 1. �0'54 0.73 135 .87 .8 ..... ..... . 4 + + + + + + + + + +--.- + .......... ............. . .. ... .......................... P3 +' .21r, 1'.04 AIL, 2.51 2.93 2.97 2.481 1.73 1.64 2.86 6 2+69 iO.83 0.36 0.22 0.09 0.08 6.11 0.12 0.18 0.50 .8 581 10, 5.91 ?.9 + + + + + + + + + + + + + + + + + + + + + + + + + + Il 9 -112 1.2-3r - 1-12- -1. 127 -3;93- 0.7i 00 0.00 0.00 0.00 0.01 0.02 0.04 0.09 0.12 0.15 0.15 0.14 0.15 0.20 0,24 0.35 0.00 51 4,2.3 6.62 .4.37 1. 7,Z 0.9 1,01 t.26 + 0,97,A 12: 0. ............ 4 + __t ......... . ... .. . ............... ..... + + + -04 35- 72 .0.78 O./z (X) 0.00 O.W 0.01 0.01 0.03 0.07 U.14 0.21 0.22 0.28 0.37 ',(�19 045 0.63' 0.62 Q.80. IL 2.25 2 2.35 7 X55 f 032 Mg /+ + + + + + + + + M� + + + + + -MI - I I + + (��o0 0 (364 .0 '1' '1.35 2.11 2.67 3.32 -21 1. 2.77 2.7 45 1.01 0.83 .22 .17 0.68 0.26 0 .00 W 0.01 0.02 OL04 0.10 0. 4 0.56 045 (Y.39 0.76 .03 Lt + + + + + + + + + + Sol" I 0.14 0.89 1.96 1.1 2.83 1.82,. 1.92 2 14"-, 21,44 2.99 7.27 7,27 2.99 .1.92 134. 3 14 +619 6.+22 0.13 O.Op 0.00 0.00 0.01 0.02 d.0i 0.38 1.0 ...... .... j + 0 2 ........... 0.00 .00 0.01 0.01 0+04 0.12 +82 n-4.+( .13 .25 6.44 9.74 156 2. 222 1.2i 1.43 10 8 5 4.35 11.8 4.95 2. 046W 0.26 0.26 OZ. 0-10 ............ 0.01 0.0 89 7.72 12 92 2 2.50 t 24 :42.,: .69 .8.96 A) 4 3 0,70 0.29 .................. W1 .00 .00 + + + + 'i-.28 416t 2.25 4 2.93 2.29, 10 2.2 5.22 7.72 4.53 2.22 2,28/ 1.20 1.1-5 + + + + � "I. - - : '+ +P424 + + 0 0 1 S 5 1-17 1 �4 5 + .413 0.96 0.35 0.00 0.01 0.01 0.0 9 2.05 t�30 1.30, 4-21 4.218 2.69- 1 56 0.80 0.62 0.35 6�01 0.01 0.()l 4.28 + + -2: 0.3,2 2,67 1� -f.43- MiL .3.39 1.87 2.37 1.�J 1.27 16, 77 3.72 8.50 8.41 4.19 0 .03 0.03 0.04 2.+3 1.2 0.77 14 1.22 1,37 '1.24 1 72 Wil, 1 5 0.08 10,7 5.70 2.1, 2) '4.61 1.9 07 0.30 ().'40 21+ 8.+50 + + 4 + P42 -.0.16 0.59 11-, 3 7+ 3 2 f7 0.61 0,49--0.26 02 8.68 11 .34 2.13 1.23, 1.3 1.17, 27 .68.. 7 II . ........... 0. '30 2.24 494 6.42 2.07 2.-Iq 1.19 t:26,, 1.23 3.5.1 i 77 8 - XV 1 7 1�4. .83 1.* 0.10 0+11 0.06 ............ .... ..... . ......... . ..... + 0.40 0.01 0.05 0.03 1.72 1.6S 1.26 1.29 1.24 �17� .3.061 2.9 36, --.0 I 4VO7 ............ - 0.08, W I 7-1 t ........... + + + + + + 12.4 2. 4.33 -5,27 3 1.95 2.. 0.20 28 1.52',,,1.21 186 2.03 3.06 6.37 6.39 2.7 1.92 2 (132 0. 16 0.08 0.04 0.01 0,02 0.02 .............. ................ . .......... 10.00 0.00 0.01 0.01 -3.27 9+69 10i3 5-64 -2. 2,31.. I.A5 1.66,' -1 49 .64 4.71 10.7. P42 (1�. 4 W I . W4))' :33 8' 7 3.37 f-4'� 2. r(Af 32 481 3. .8 o.1 f 3.3., 21i , 0.00 0.00 0.00 O.W �0 'C , I k 11.1 ..... .......... + + ... ....... 0.00 0.00 0.00 0.00 0 j i + -44 .63 0.00 A I �+o 1 7' 1 �A'V 4.70 4.11, .84 1+ 4-.Or .2 I.W 3+ - + . ....... + + + 0.08 0.01 0.53 .63 2.77, 3.33 2. "<i 39 .2 3.+30 3.13 2.2 2.5 2.87 2.79 32 - 1.68 -1 -k. 16" + 1 2'.26 82 096 000 .+00 .00 .00 0M \ . ........ 5 4.*261 6.+76 5.+14 �.+5A 3 10 5175 A: 2. + ,4 I. 126 t 6 4.91 5.47 2.9 1 .0.00 0.00 0.00 0-00 0.(X) 5.10 6.87 3.82 7.14 ................... + + + + + X15 5.17 10 'P3.74 '..0)( 09 8.60 p IB� 1Q' 0 0\ 6 7.16 0.01 0.02 0.04 0.11 0. ('�9 2, 7.15 9.P 4.2 1�. 3 1 .0 0,00 0.00 o.00 0.00 ................... 3 0\ Z�.. + + 61 1-�6, Lft. �56, '0:62 0.01 G.00 O.UD + + + i -- I I -- - -- - T, 47) 1.04 1 2* O�49 o M o'� 1 0104 0,09 0,22 "S� I-2S 000 0.54 o -551 2��55 2 0 1 441 0 70' 0,15 . .. . ........ Page I �T TRUDELL CONSULTING ENGINEERS, INC. September 16, 2002 tel: 802-879-6331fax: 802-879-0060 www.trudeliconsulting.com Mr. Raymond J. Belair, Administrative Officer City of South Burlington — Dept. of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 F Selo RE: Lewis Motors Inc. -1325 Shelburne Road, South Burlington Revised FXerior Lighting Analysis Dear Ray: Enclosed please find a revised point -by -point lighting analysis for the Lewis Motors site for your review and approval. The changes consist primarily of adding a double head to the previous lighting design for four of the six new central poles and relocating two poles and adding one to the west of the Acura Service Building as reflected on the Site Plan, SPl, last revised September 16, 2002. The proposed lighting design levels have not changed significantly over the previous design. The exterior lighting in the display area is being replaced to improve the overall lighting distribution on the site. The point -by -point analysis indicated the overall average illumination is 1.88, which is below the 3.0-foot candle threshold required by the City of South Burlington. No changes are proposed to the existing lighting along the rear access road to Lakewood Commons and therefore these fixtures were not included in our analysis. Should you have any questions, or require any additional information, please do not hesitate to contact me. Very truly yours, 7IUDELL CONSULTING ENGINEERS, INC. Jemmy M. Matosky Project Manager Encl. Lighting Analysis for Lewis Motors cc. Dave Lewis S:\ TUE PROJEC I995\95068195068IA2 RayB.doc P.O. Box 308 478 Blair Park Road Williston, Vermont 05495 Civil Engineering, Surveying, Land Planning, Water and Wastewater, Landscape Architecture. Roadway Design, Permitting f DEVEL013MEINT REVIEW BOARD MEMO October 1, 2002 MEETING BURLINGTON, PRELIMINARY AND FINAL PLAT APPLICATION, 1301-1325 SHELBURNE ROAD AND 3 HOLMES ROAD. This project consists of amending a 29,160 square foot auto sales and service commercial complex and fire station. The amendment consists of establishing a planned unit development for the properties owned by the applicants, and: 1) construct a 4050 square foot addition to an existing auto sales and service building, and 2) expansion of the parking area. The sketch plan was reviewed at the August 20, 2002 meeting (minutes are enclosed for your review). This property located at 1301-1325 Shelburne Road and 3 Holmes Road lies within the C 1 and Bartlett Brook Watershed Projection Overlay Districts. It is bounded on the north by the Lakewood Commons commercial complex, and the west by a distribution/warehouse, on the east by Shelburne Road, and on the south by Holmes Road Access/Circulation: Access is provided via three (3) curb cuts, two (2) 26 foot wide curb cuts on Holmes Road, one of these curb cuts accesses a loading dock, and a 35 foot wide curb cut on Shelburne Road with a left hand turn only exit lane. Circulation on the site is adequate, with the addition of signage as recommended at the last meeting. Coverage/setbacks: The proposed building coverage is 14.9% (maximum allowed is 30%). The proposed overall coverage is 70.0% (maximum allowed is 70%). The proposed front yard coverage along Shelburne Road is going down from 76.4% to 57.3% (maximum allowed is 30%). These calculations take into account the widening of Shelburne Road. Front yard coverage along Holmes Road is 28.9% (maximum allowed is 30%). The applicant's proposal includes two (2) storage containers in the northwest corner of the lot, which would encroach five (5) feet into the side yard setback. The Board can approve a modification of the side yard setback under Section 12.406 (b) of the zoning regulations if the modifications are in accordance with the conditions and objectives of Commercial 1 District. Parking: The parking requirement is 62 spaces, not including vehicle storage. The plans should clearly show which spaces are for customer and employee use. Three accessible parking spaces are shown on the plan. A bike rack for each building should be shown on the plan. Landscaping: The landscaping requirement based on construction cost is $6,000, which is being met. Landscape materials include Japanese Lilac Tree, Freeman Maple and Dense Yew. 13 i�1 r , $�11 « JM \I%1: UNIVER )L, UNDERWRITERS INSURANCE )JMPANY 7045 College Boulevard • Overland Park, Kansas 66211-1523 Account # 02780-00 Bond # 210500 PERFORMANCE BOND Premium $ 50,00 KNOW ALL MEN BY THESE PRESENTS, that we LEWIS MOTORS, INC. 1325 SHELBl1RNE RD. SO. BURLI%7M VT 05403 as Principal, hereinafter called the Principal, and UNIVERSAL UNDERWRITERS INSURANCE COMPANY, a corporation organized and existing under the laws of the State of Kansas, having its principal place of business at Overland Park, Kansas, as Surety, hereinafter called the Surety, are held and firmly bound unto TM OF SOUTH "LUgGTON, iVT as Obligee, in the penal sum of $ 6,000 (SIX -THOUSAND) Dollars, lawful money of the United States of America, for the payment of which, well and truly to be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the above named Principal has entered into a certain written contract with the above named Obligee dated the 15T" day ofOCTOBER 2002. which contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein for the purpose of explaining but not of varying or enlarging the obligation. � �'� � 1► "1 'Q"1 /1 � 1 1' THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, that if the above named Principal shall keep, do and perform, each and every, all and singular, the matters and things in said contract set forth and specified to be by the said Principal kept, done and performed at the time and in the manner in said contract specified, and shall pay over, make good and reimburse to the above named Obligee, all loss and damage which said Obligee may sustain by reason of failure or default on the part of said Principal, then this obligation shall be void; otherwise, to be and remain in full force and effect. PROVIDED, HOWEVER, this bond is executed by the Surety, upon the express condition that no right of action shall accrue upon or by reason hereof, to or for the use or benefit of any one other than the Obligee named herein; and the obligation of the Surety is and shall be construed strictly as one of the suretyship only. Signed and sealed this 9TH day of OCTOBER 2002. (Principal) (Seal) �¢- '4- (Witness) (Title) UNIVERSAL UNDERWRITERS INSURANCE COMPANY i� (Witness) (Surety) (Title) ROBERT M. PETRONE (Seal) P10940EX F19 UNiVERS' IL. 41NDERWRiTtEktI INSl',^•..ONCE COMPANY CERTIFIED COPY 704c, .:;oliege Boulevard -Overland Pa.k, Kansas 66211-1523 POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, that the UNIVERSAL UNDERWRITERS INSURANCE COMPANY, a corporation existing under the laws of the State of Kansas with its Executive Offices located in Overland Park, Kansas, does hereby nominate, constitute and appoint Dennis Anderson Tandy Rtts Gary Jolly Robert M. Petrone Peter M. Astapchik Keith Funk Jameel Kalimah Roy Prast Mike Barge Bob Hadley Thomas C. Kussurelis Ron Pulliam Brenda A. Bass Gregory S. Hardwick Shirley L. Lusher Chris Reeves James T. Brown Mark E. Hawthome Robert Maeyama Richard J. Rezes Michael F. Bymes Charles Hair Susie McMillin Todd F. Rusniak Judith Cashman Lowell O. Hauswald Greg McKean J. Boone Scroggins Francis W. Collins William D. Henry M. Edward Miller William K. Springer, Jr. William W. Cooper Nancy Howard Thomas Mita Russell A. Wernsman David E. Daniels M. B. Hutman Larry J. Nedved Sara Wick Craig S. Davidson Clinton Jamison Leslie Pearson David B. Willett James M. Doyle Adam Johnson J. E. Peckenpaugh Gregory T. sell Brenda S. Dunst Ronnell L. Johnson Brian Peterson Steve Willoughby Duke Zleglmeler its true and lawful Attomeys-in-Fact with power and authority hereby conferred to sign, seal and execute on Its behalf, effective with the date of Issuance of this power until revoked, bonds, undertakings or obligations limited In name and amount as follows: Agent Inspector Bond (New Mexico) ............... $ 150.000 Bid Bonds ........................................................ $ 250,000 Performance (Pennsylvania Includes labor and material).......................................$1,000,000 Official Inspection Station ................................ $ 25,000 Designated Agent ........................................... $ 100,000 'Motor Vehicle Dealer ......................................$ 100,000 *Motor Vehicle Salesperson ............................ $ 0.000 Sales Tax .........................................................$ 200.000 Sales Tax (Califomia)...................................... $ 50.000 Notary Bond .....................................................$ 10,000 Requestor Account Bond (California) .............. $ 50.000 Defective or Foreign Motor Vehicle Title......... S 100,000 'In some states also known as a License & Permit Bond Occupational Tax ............................................. $ 10,000 Construction (only in connection with Named Insured's premises, maintenance and alterations)................................................... $300.000 Fuel Tax Bonds ................................................ $ 25,000 Employers Bonds(WashfrtgEott)...................... $ 10,000 Vehicle Registration Bands (Cafibartia)........... $ 5,000 Lost Securities Bond ........................................ $ 50,000 Adjuster's Bond ................................................ $ 5,000 Sales Finance Camparty Bond (Wisconsin)..... $ 25,000 Utility Payment ................................................. S 25.000 Association Bonds, ........................................... S300.000 Public Official Bond (Tars) ...................... _..... $150,000 and all of the acts of said Attomeys-in-Fact pursuant to these presents are hereby ratified and confirmed. This Power of Attomey is signed and sealed under and by the authority of the following resolution adopted by the Board of Directors of the UNIVERSAL UNDERWRITERS INSURANCE COMPANY at a meeting duty called and held on the 31st of July, 2002: RESOLVED, that the Corporation hereby extends to six of Its Senior Officers, namely C. J. GROSS, J. P. MCANDREWS, M. J. RYAN, P. M. STROHFUS, R. E. TSCHIPPERT, and D. G. KANE authority to execute written Instruments conferring power of attorney to named individuals to execute Surety bonds on behalf of the Corporation subject to Iimitatbn as to amount set forth In the Instrument. RESOLVED FURTHER, that the signature of any one of the foregoing Senior Officers of the Corporation and the attesting signature of the Secretary, or an Assistant Secretary of the Corporation and the Seal of the Corporation may be affixed by facsimile on any power of attorney granted pursuant to the foregoing resolution and the signature of the Secretary, or an Assistant Secretary and the Seal of the Corporation may be affixed by facsimile to any Certificate of such Power. Any such Power or any Certificate thereof bearing any such facsimile signature and the Seal shall be valid and binding on the Corporation. Furthermore, any such Power so executed and sealed and certified by Certificate so executed and sealed with respect to any bond or undertaking to which It is attached, continue to be valid and binding on the Corporation. IN WITNESS WHEREOF, UNIVERSAL UNDERWRITERS INSURANCE COMPANY has caused these presents gti to b led In its a and its behalf and its Corporate Seal to be hereto AM*ed,aattested to by its officers thereunto duly authorized, this jW day of 4 20,CAP, Alters ...`� PPO �Pm = UNIVER UNDERWRITERS INSURANCE COMPANY Attest _ >_ : �vr, * • 3 iN Senior Vice President r STATE OF KANSAS ) ss: COUNTYOF,JgHNSON ) On this day of __, 201�ja before the subscriber, a Notary Public of the State and County aforesaid, duly commissioned and qualified, came the above -named Senior Officer and Secretary of UNIVERSAL UNDERWRITERS INSURANCE COMPANY, to me personally known to be the individuals and officers described in and who executed the preceding instrument; and they each acknowledged the execution of the same; and being by me duly swom they severalty and each for himself deposed and said that they respectively hold the offices in said Corporation as indicated, that the Seal affixed to the preceding instrument is the Corporate Seal of said Corporation, and that the said Corporate Seal, and their signatures as such officers, were duly affixed and subscribed to the said instrument pursuant to all due corporate authorization_ IN NESS WH REOF, I h ve hereunto set J�10 k official Seal the day and year first above written. ° TA Notary otary Public _ Q _ Cc mission Expires This Power of Attomey limits the ads of those named therei t s anCpd s specifically named therein, and they have no authority to bind the Company except in the manner and to the extent he r a 1, the undersigned, a secretary of the UNIVERSAL UNDERWRITERS INSURANCE COMPANY, do hereby certify that the Power of Attorney hereinabove set forth is still in full force x}nd'bYf6dt*,,Wd further certity that the Resolutlon o e Board of Directors, set in said Power of Attomey Is still in fo". In testln only whereof I have'11e�i.0 �tbJs*ed my name and affixed y Se the said Company this ' y 1 day of L;C -Jrr, ja- _.. .20 � GOt^PQa P10400KY �.�: ��4:t=��••:�� Is St a etary DEVELOPMENT REVIEW BOARD MEMO October 1, 2002 MEETING Traffic: This property is located in Traffic Overlay District Zone 2 which allows this property to generate a maximum of 107.7 vehicle trip ends (vte's) during the P.M. peak hour. The applicant is proposing a 4,050 square foot addition. ITE estimates that the current facility generates 75.8 We's during the PM peak hour. The addition will increase the vte's to 90.13, representing an increase of 14.33 vte's. The applicant should be prepared to pay the anticipated road impact fee based on these calculations. Bartlett Brook Watershed Protection Overlay District: A portion of the property is located within the Bartlett Brook Watershed Protection Overlay District. The applicant provided a report addressing the effects of the increased impervious surface (enclosed for your review). Lighting: lting: The applicant proposes pole mounted fixtures for the auto sales lot. The mounting heights vary but do not exceed 30 feet. Enclosed are cut sheets and a letter from Jeremy Matosky concerning the proposed light fixtures for your review. Dumpsters: A screened dumpster storage area is provided. 12) AND 13) JOE AND CHARLES HANDY, CONDITIONAL USE AND SITE PLAN, 974 SHELBURNE ROAD This project consists of amending a previously approved plan for a 3075 square foot convenience store, with gas sales. The amendment consists of the permission to construct an 80 square foot accessory structure for storage for the convenience store. The property located at 974 Shelburne Road lies within the Commercial 1 District. It is bounded on the north by a commercial property and Brewer Parkway, to the west by Shelburne Road, to the south by another commercial property, and to the east by residential properties. CONDITIONAL USE CRITERIA: The proposed project complies with the stated purpose of the Commercial 1 District "to encourage the location of general retail and office uses in a manner that serves as or enhances a compact central business area..." and does not adversely affect: a) the capacity of existing or planned community facilities - no effect expected b) the character of the area affected - no adverse effect is expected c) traffic on roads or highways in the vicinity —the proposed use is not expected to affect traffic. d) bylaws in effect- the proposal is in conformance with the zoning regulations e) utilization of renewable energy resources- there is no utilization of renewable energy resources to be affected. 0 general public health and welfare - no adverse effect expected. SITE PLAN CRITERIA: 14 Date Project Name Project Number Project File Group Name Power Density Luminaires Used Group Schedule Sep 13, 2002 Lewis Motors 95068-04 Site 03.PLZ Auto Display 01 0.03 Watts/Sq. Ft TYPE OTY TEST# DESCRIPTION CT4T 12 LSIO0517 LSI, CTM-FT-400-SMH-F, [TEST] LSI00517 IES; LSI LAB R, EPORT CTM-24 IES [DATE] 9-9-98 LAMPS. 1 40W14 26400 LUMENS BLST. WATTS= 365 P400 7 LSI00619 LSI, CL2-FT-400MH-FT, [TEST] LSI00619 IES; CL2-3 IES, [DATE] 7/2/99 [MANUFAC] LSI I LAMPS: 1 400MH 32000 LUMENS BLST. WATTS= 454 WP76 8 ITL31756 HYDREL, HP470MH, c• <!DOCTYPE HTML PUBLIC "-//W3C/, /DTD HTML 4 0 Transitional OP LAMPS: 1 70WMH 5000 LUMENS BLST. WATTS= 70 Assemblies Used ASSY QTY DESCRIPTION TYPE MHT ORI TILT ROLL BRKLEN BRKROT P3 7 P400 P400 26.00 0 0 0 0.00 0 24ft Pole 2ft Base P42 6 CT4T CT4T 30.00 0 0 0 0.00 0 28ft Pole CT4T 30.00 180 0 0 0.00 180 2ft Base W 1 8 WP76 WP76 15.00 0 0 0 0.00 0 Wall Unit op � ® DEVELOPMENT REVIEW BOARD 20 AUGUST 2002 PAGE 4 Mr. Belair said there were no issues. Ms. Quimby moved to approve Conditional Use application #CU-02-18 and Site Plan application #SP-02-35 of Rice Memorial High School subject to the stipulations in the draft motion of 20 August 2002. Mr. Farley seconded. Motion passed unanimously. 8. Public Hearing: Preliminary Plat Application #SD-02-47 and Final Plat Application #SD-02-51 of A & M Construction Corporation, Inc., to amend a planned unit development consisting of: 1) converting a single family dwelling to general office use at 1035 Hinesburg Road, and 2) construction of a 10,500 sq. ft. general office building at 1045 Hinesburg Road. The amendment consists of increasing the size of the general office building at 1035 Hinesburg Road by 1,830 sq. ft. for a total of 13,880 sq. ft. of general office space, 1035 & 1045 Hinesburg Rd: Mr. McClellan said this is the same application as at sketch plan. Mr. Belair said the only issue is the waiver of 2 parking spaces. Mr. McClellan said they can live with 53. Mr. McClellan said they will relocate one of the existing houses. There is no intention of connecting the two buildings. Ms. Quimby moved to approve Preliminary Plat Application #SD-02-47 and Final Plat Application #SD-02-51 of A & M Construction subject to the stipulations in the draft motion of 20 August 2002. Mr. Bolton seconded. Motion passed unanimously. CPu9blic Hearing: Preliminary Plat Application #SD-02-46 and Final Plat cation #SD-02-45 of the Lewis Family Partnership to amend a 29,160 sq. ft. auto sales and service commercial complex. The amendment consists of: 1) construction of a 1,670 sq. ft. addition to an auto sales & service facility, and 2) site modification, 1301-1325 Shelburne Road: David Lewis explained a change in their thinking that has occurred since the last hearing. They have been under construction on the lot. When that work was 80% complete, they found that in the area where they were going to square off the building, they would not be allowing enough pedestrian access. They felt this was important, so they decided to do the expansion in the rear instead of in front. They would maintain DEVELOPMENT REVIEW BOARD 20 AUGUST 2002 PAGE 5 the front setback and accomplish the same goals. They could also relocate some parking to the rear and provide more green space on the Holmes Road side. Mr. Belair noted this eliminates the need for a setback waiver. He said tonight' s presentation should be seen as a sketch plan and that the originally warned plan should be withdrawn and a new Preliminary and Final Plat submitted. A question was raised about the odd -angled intersection. Mr. Lewis said it will be lined and well delineated. It will also be signed. Mr. Lewis also agreed to work with staff regarding tree species. Mr. Belair said other issues include establishing a number of handicapped spaces, redoing the lighting plan, and a request for a waiver for metal storage boxes that project into the setback area. Mr. Lewis agreed to withdraw the current application. Members were OK with hearing the new Preliminary and Final plats on the same night. 10. Public Hearing: Final Plat Application #SD-02-49 of Acadia Realty Trust to amend a previously approved planned unit development consisting of 100,784 sq. ft. shopping center in two buildings. The amendment consists of increasing the size of the main building by 6470 sq. ft. for a total of 107,254 sq. ft. for both buildings, 516 Shelburne Road: Mr. O' Leary said the footprint of Shaws supermarket has changed by 1680 sq. ft. Shaws has a mezzanine (4800 sq. ft.) which was not included in the original calculation. Because this is a PUD, the mezzanine counts toward the parking requirement. They are asking for a parking waiver of a total of 50 spaces (24 more than previously granted). It was noted that Shaw' s has never built a store like this, so they are learning as they go along. The north elevation will also change. They are trying to give it more of a pedestrian feel. Mr. O'Leary showed representation of what it will look like. There will be a glass structure at the corner, some overhang, and columns with planters in between. The area just below the roof will be a stained wood finish. �o , c u p6l� _ ; s �4q (,x) -t-- Q s - <4 rLIELiC HEARING' SOUTH BURLINGTON DEVELOPMENT REVIEW BOARD The South Burlington De^eloament. Review Board will hold a public hearirg at the -South Bur- lington City Hail, Confer- ence. room,; 575 Dorset Street. South Burlington, Vermont on Tuesday, October 1,. 2002. at 7`:30 P.M. to consider the fol- lowing: is Final plat appli- cation #SD-02.62 of Chase Properties & De- velopment, LTD to cons- truct "a 20,300 sq. ft. ge- neral office building, 46 Bowdoin Street. `2. Final plat appli- cation #SD-02-59 of Farwater, LTD to amend a. previously approved planned ` unit develop- :. ment consisting of 85 residential units An four (4) buildings and 88 units of congregate housing in two (2) buildings, The ! amendment consists of: 1) relocating and reduc- ing in 'size the pool- struc- ture at 325 Lime Kiln Read, and 2). deleting; the breezeway pool connec- tion at 327 Lime Kiln Road. 3. Application #CU-02-21 of Pat & Te- rese Maslack Ayer use conditional.. use ap- proval under • Section 26,05, Conditional: -Uses, of the, South 'Burlington Zoning Re?ulations. Request is for, permis- sion to amend a previ- ously approved plan for a 9868 sq_ ft. mixed use building consisting of auto repair and service - uad N and automobile ren- tal, The amendment consists of expanding the building by 1712 sq. ft. for a total of 11,580 sq, ft, 4 Berard Drive. 4: Preliminary plat application #SD-02-63 and final plat .application #SD- 02-63 and: final plat application #SD-02-64 of Lewis Family Limited Partnership and City of I South Burtinggton to amend 'a 29,160 sq. ft. auto sales and service commercial complex. The amendment cons- I ists of establishing a planned unit develop- ment for the 'properties owned rby the applicants and: 1) construct a ;4050 sq.ft. additiontoan existing auto sales and service building, and 2) expansion of the parking area, 1301-1325 Shel- burne 'Road and -3 Holmes Road. 5. Application #CU-02-19 of Joe &_ Charles Handy seeking conditional use approval under Section 26.W _ Conditional Uses, of the South Burlington Zoning: Regulations. Request is for permission. to. cons- truct at 80 sq. ft. acces- sory structure for sto- rage at a convenience store located at 974 Shelburne Road. 6. Final plat app - `- cation #SD-02-61 f�of s Ironwood Real Estate,' LLC to amend a previ- ously approved 'planned residential deveiopment. consisting of 295 real- dential units and an 18 hole golf course. The amendment consists of revising the building :Joca tions of the 18 two (2) family dwellings located-,: on Fairview Derive Copies of the applies ti+ons are available for. public inspection at the South Burlington City Hall. John Dinklage, ` Chairman South Burlington Deve- fo,pment Review Board September 14, 2002 LANDSCAPE REVIEW 9/20/02 Lewis Motors 1301-1325 Shelburne Rd Trudell Consulting Engineers 1. Tree Lilac is a good selection for the front of the building. Moving the trees a couple of feet from the building will help prevent limbs from growing into the building as the trees mature. The cultivars `Ivory Silk', and `Regent' tend to be a little narrower than `Summer Snow' 2. A substitute for Green Ash is recommended because this tree is overplanted in South Burlington. Some possible substitutions include: • `Heritage' River Birch • Silver Linden • Turkish Filbert • English Oak • Lacebark Elm a �IETI� ;vVEP ' OF iT, ' 1 M-',TU\JOT .c:� 575 DORSET STREET 3CUT11--1 �F-L2\TGTON, `IERNfOI,71 05403 (802) 846-4106 EA3-1 (302) 846-4101 ✓1 Peniiit Number SD- APPLITCA 'ION FOR Fri AL S DPIl'SION PLAT REVIEW GY A l information requested oil this application must lie 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 Oeyelopment Review Board. For amendments, please provide pertinent information only. 1) OW-t, ER 1yQfWWl M� nailing ac PO Box 4_511 2) LOCATION OF LAST RECORDED DEED (Book and page #) 3) APPLICANT (Name, mailing address, phone and /fax #} A/,V.,ar714Cr,r 1 f_n_ufi� CYn,nCLeAl PRIry'6f-hr,T 4) CONTACT PERSON (�Iame, mailing address, phone and fax -4 � S) PRt�.IECT 4TREET ADDRESS: phone and fax #) f 8 02 r - - C� � j3©/ S�ia�lbu rnw tsci. �54�02 040 6) TA 7 PARCEL 3D # (can be obtained at Assessor's Ofice)i3153hm .r no, o y O'30C)6_ 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) t-i I % I . , nr3 it _ r.0 A r- -. is s A / / - ,L. ' . )(-_ r-3 - b)Proposed Uses on remain) 1'l i d a zi cam, (include description and size of each new use and existing uses to ;} Total building square footage. on property (proposed. buildings and existing buildings to remain) 3920l ° d} Height of building & number ofiaoors if basement and mezzanine) ig I it,, buildings and existing buildings try remain, specific �r L A_rl s />&-;-- e)1Vumrmber of residential units (if applicable, never units and existing units to remain) N�sI -1130 ,, c �1 !l aver �f e plc'jems --O p�an�j Iviticies (exi �g and pavyit'ised, acte, v ice versus ucY -o-fficc enlplo-tees): ro Tela ucf i' /VMW b lsa-� V"i a- ZnV1710 0'r , V airno.5 a''Y' em g) OtueI7list any other infviina. on pertinent (a3 ��s lication not srecff Tease note if Overlay Districts are applicable). � � �' "a ga, ,S'q/� %c PrPPd-'y4y -for PtAMN;u9 AV kDlAfr//& f6/IIV06SJ:5 oNG% 3) LOT C0VEIRAGE a) Euiiding Existing l2 , 3 % P.Opo.ed b) Overall (building, parking, outside storage, etc) Existing 72,g % Proposed 7z, a c) Front yard (along each. street) Existing Proposed 6, 8 % 4 -9) COST ESTIMATES 6 0, `i %a a) Building (including interior reno�-ations): � 2©©, b)Laudscapilig: S T(7�0- 10) ESTIIVIA'IED TI.A.�H IC a) Average daily ra c for entirepro-perry (in and out): b) A TAIL Peale hour Lor ntire propel (in Ord DLit): c) P.11A. Peale hour fair entire property (In and ua):- 11) PEAK TRIO RS OF OPERATION. 12) PEAK OAFS OF OPEF-kTIOI T: 13) ESTIIVVIA= PROJECT COWIETION IAA TE: A a a'�f -, 2' 20 03 vC ►ested above, S17Q-1k4r170 WQJr #o/,rla-p 04, 14) PLANS AND FEE Plat plans shall be submitted which shoves the information listed on Exhibit A attached. Five (S) regular size copies ,and one reduced copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to tle City at the time cf submitting the final plat application (see E:rinbit'A). i4 Y l°!?. b)cl- 01, i.''i,41107 --S t?" C'vii:'a:ai� % I�LCICS (.`si waig and ��iopdiS�.`�i, i±a�t� �: enzpiovees): 0 ,j �p �. I Id u c l," K 1YTW4 y, Of 4''m �) i��siser (list any other m , f ormai ion erti�'ient to 1h a pEcation not meciS piease note it Gveriay District are appiicabie): r qw > s -�dr ,oLANNTNG ANP XONINO RIPPaSM ONLY 8) LOT COVERAGE a) Building- E2isting / c, 3 % Pra-,,osed / . 3 % Ve was acn o i e - re u ested above, a o !a r �74Y b) Cv ii (b-.aiiiail_ng, parldm& outside storage, etc) Eidsting Z29 �°/m Proposed ,�?� , 2 % c) Front yard (along each street) Emsting_°'a Proposed .5S S alb 9) COSH' EESTIINIATES a) Building (including interior renovations): $ ;9 00, as 0. S 17P4drna, ylclmc�.5 lVd , b) Landscapir . (; 000 C) Othersite linuroveme (/IIeas(e( fist with C*St): _ I c M�7 o y — t-.' 1 rf7a, fA r Dam 10) ESTI\4A= IRAFIC a) Average daily -talc for entire property (in and out): 27,5- b) A .I Peak hour for entire property (in and out): 6,100,g.N, c) P.M. Peak hoar for erg property (In d aut), F. N) r . 5,"COP, 11) PEAK HQURS OF ®PSZATION: 8: ©o 6, 5oa�1r1. 12) PEl4LX EDAYS OF CPEPUTICN: K 1-3) ESTIMATED PROJECT CON LEUONDATE: Aaal-mot 1 4) PLAtiS AND FEE ?lat plans shall be submitted which shows the infcrmatien listed on Exhibit A attached. Five (5) regdar size copies snd ors 'educed copy (11" x 17") of the plans must be submitted. A subdivision application fee shall be paid to the City at the time :f submitting the final plat a.�ppfication (see'>✓ihibit A). I he reby cPrtiff the all the information reqjested as part of this application has been submitted and is accurate to the bestof my knowledge. a SIGNATURE OF PROPERTY I �Clj C., � I A a, Do not write below this line DATE OF SUBNHSSION: I have reviewed this final plat application and find it to be: 0 Complete El Incomplete Director of Planning & Zoning or Designee Date Permit Number SD- E1 9 - 6' CITY OF SOUTH BURLINOTON 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 U4gSw#aoMn de L"im ilia adressphone ho e anfax � �) v 2) LOCATION OF LAST RECORDED DEED (Book and page #) Vof 177, `f,GZ P�Q, C13 3) APPT !CANT (Naive, maili-- address, »hone and fax #) ,)A rU 0, a.,j &h i2 ; .�— Al rr ' c ._ _ �. .;nrLS-� 7~� I �F+�G 4) CONTACT PERSON (Name, mailing address, phone and fax #) _030 5) PROJECT STREET ADDRESS: c rz I . -f- _ . 6-' Ii3o/ Shclbuynn: Rd, 16oite000d 6) TAX PARCEL ID # (can be obtained at Assessor's Office) i325'sg &U2.jr .r, (� , /Vso3ado 7) PROJECT DESCRIPTION a) Existing Uses on Property (including desi ?Oil. �n.t� c• %.i ,, T 8 H (` r!1 V o 51 ra b) Proposed Uses on r7erty (include remain) d Ii ,D pio�i to _'�7Ei ► pL5 and size of each separate use) andsizeofeachnew use and existing uses to 2Cr_CJ(1iQ15 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) �R �'% Li a d e) Number of residential units (if applicable, new units and existing units to remain)f�, ��Ey f) Number of employees _4 copvehiclesA ting and proposed, note office versus non -office employees): ��g o y&,�� 5�V /,?- 42007, any %LL& f Zfz lj�a r /tiel; n 1 � �/sc, (��`i«lam 10VWf6-ry, p(&r»os b-r E,r>p y&4j g) Other (list any other information pertinent to this application not specifically requested above, h) List any 8) LOT COVERAGE a) Building: Existing__,2,,% Proposed j% b) Overall (building, parking, outside storage, etc) Existing 7 0/0 Proposed 7 % c) Front yard (along each street) Existing_% Proposed 5,G, $ % 9) COST ESTIMATES 6U" of 2 $` 9 J° a) Building (including interior renovations): $ 2 4 00 eD a., b) Landscaping: $ (9,060, 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 7L:5- Pto Sbp,lLarrvl W. ydmes 17a► b) A.M. Peak hour for entire property (in and out): 8, d 0 ,a1* - 9, e6 02 _ _- c) P.M. Peak hour for entire property (In and out): Y� 19M. •- �'00PN, 11) PEAK HOURS OF OPERATION: 8 `40 A V f69 S•oa M 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: 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 (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). 9 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. i SI $4A ANT SIGNXTURE PROPERTY WNER Do not write below this line DATE OF SUBMISSION: �S a �- I have reviewed this preliminary plat application and find it to be: D Complete ❑ Incomplete '002 Director of Planning & Zoning or Designee Lewis Family Limited Partnership PO Box 4511 South Burlington, Vermont 05406 City of South Burlington Mr. Ray Belair, Administrator 575 Dorset Street South Burlington, VT. 05403 Re: Application for Showroom Expansion Dear Ray Based upon the recent developments in our lot renovations we have decided for withdraw our application for the expansion of our showroom at 1325 Shelburne Road South Burlington, Vermont. As discussed we will begin moving forward with a new application for other renovations and changes as per city regulations. Thank you for your understanding and help in this matter. Sincerely v David A. Lewis 1 ANY. IN - 2052 •p INY. OUT - 2011 ,11 M BENCH T HYDRANT 1 TOP NUT NYO OLM } M ROAD. SOUTH L HDLMEi ROAD. EL 100.00 1� 2 POWER POl£ H.E.T. 2 GM.P. J EX15T NG CAS VALVE II EASYINC CB RIM INY. - 2,4.ET1 INV, OUT - 2 I10* - 0.5 � E)GS2NG CV 6 RIM RIM 211 NV. - I10. 9 1 TO 15' SANITARY SEWER ON EAST SIDE OF RAILROAD +/- BOG' _ ._^ _ - _. -_ _--lam _ �A_�^�'•'� -- THE CITY OF SW TN /7J ;Ai t J I BURUNCTON FIRE / .7. Ty T, 11 �P s I I DEPARTMENT j r1 A I ( j FIRE STATION (ill 14\T fDIt/wATER + ) SLAB EL. - EXISTING CATCH BASIN 'uT S J ri 228. w )1- r� r'E'E•°R'.,TY�°N� ( A TRUC 1 1 BB P RD'O NTAdFA1E1 ro BE RGTO WE AAWW l YID t OIfRR1EEG .) AS I;`f11 NemEO (r».) EXISTING ' CATCH BASIN V y 1 226.37 V 1-22127 f1 I IN REMOVE EXISTING sTxrMlf A � RELOCATE E&STNG CURB CUT 45 LF A V A 11 PAIEAONT/LRAWL TO BE REMOVED ' `T LOAM • SEEDOSn/BY)D AREA AS 'A MULLED (TYP.) 11,It IX1E/0 C0110lEIERB 'I �W/ROYCONtlETE IDAIXNC OOOf N/H LEVELER I �12Q0 II h2211 h221.3 OUT l IpOWEp POLE N. l '90 G.M.P. 34 VOSTINc - FVTU7E WIDENING CATL•J4 BA TO SIN REFER VE•NONr 1 T-22178 AGENCY OF 1 �h221.08 PLASPORTATIOI I i W 'a• RED PINE TO PROf0.4D V 187t9q' /. ! Fflr¢!(E0,/ EnsrNa }Y / A I r P-' N.G JMATON EIQSTIMG " w (TYP.) EXISTING AUTO - SERVCE BUILDING FEE-230.0t SERNCE L" PROVIDE GALVWZED SlE COMMIT ABOVE GROUND TO ELECTRM_1L PAM! N SERF AREA PROVMf ElEC1R1CAL EOIIESEDIT IEcffswr ro Exxaa ExrETrlar uwTs kRawE SEPARATE 1YETt iVt I10115 map, CA ASN 2*43 hzz4 u krl1 • GAS SLRO4 • LcwDPr_ -i - LIE BY DINERS , T CLINCRET SIDEWALK FU DINERS REMOVE EXISTING METER. - CABINET AND WRING REMOVE DOSTNG YR/RM UG POLE • BASES.R".) --_ - r/�.�evsnNc LEGEND i^'' ^ i j RIN-2J4.90 - ��/ - \ , P-ztg.e / avv/al-224.80 !� TX6TINC IAROPOSED J97.W N,f8:70'2�5• E ��•� �•- r ; 'COIN-/r6.12�a4o .-� � SERVICES . 1IVl1DELL -- --- -1- ---->•'�^�'�= '! i CAKE COMMONS 12JJANDSERVICES ------wTER MAINS -------- w CONSULTING 1 T_________7 7 7t / / r - r`I' 1 URINE ROAD SiaRM DRAINAGE --I--___-__ a A , 7j y S. BURUNCTON, ENGINEERS INC. CLEW OUT h REGR.VOE NBTAIL• 5! - p I I \�J OR NATURAL GAS %NEW BEDn£ SME CRATE .7 D2 4 ________ a yp - ) �OOE IE'fAI•IG WALL 7� / SANG OVERHEAD POWER __-_____-___ --�- f----- -- w,W. ro4.ft -__ -- _-- ----�- . ' i STORM MH _ _ __ __ ___ _ _ 878 NEB PNX RDId P.O. BmL JOB plOA 879-6i31 -L----- L- - �s_ _ ^ ^^i �-.. i --- -ice - jX--� _-_ _ __ __ y__ r 1JS UNDERGROUND POWER w - - SLY®� I.Y29_0 (Atln R'T9-0060QWq Y'.' lL�'f i". 1 _�^' _. ^ -• i ' / M1\`Y /. I TOPOGRAPHIC Ic VIA 11 m tl1t Web .0 W W W.TStI�Eawl .m. 6EWLS MOTORS r 'I � 1 a-ge6 TINE (rm)~� coNTouns BE TO BE RELOCATED f B xTEO MAABOx 9 11. NEIF SIGN / MOUNT EXIST►4c SIGN i ADPRopom EXISTING CATCO BASIN IJI.7J y h117.J d TOI M�PTO LINE BE REMONIED 1EN C E SrOROM, AREA la••Iti / DROP ams -� I . REVEAL / I 15' EASEMENT FOR •CROWw.`ROAO- 1 TE 4 r( 1 I / L10/T5 PoCA71 hIS AM OQ IOOINII11aCAI1Wi FOR 1 � E705711G SA1F918lIRJ1NG5" 1 n _ ss - �c�,W -+�6TA11 IB•Yl1• \ \LUWNAEES I INSTALL HOPE BEND EX STING SEWER MANHOLE OR SWEEP 229.17 fil h 22M Eun.4E CURB WIDENINGII REFER TO VERMO/NT AGENCY OF iI Gil ' PLAN7WG SCHEDULE TRANSPORTATION PLANS II 5CIE3NES NAME SRE COKIrTION i� �QllAlfTffY SUMMER SNOW SYRINCA REDCULATA 7 2-2 1/2- CAUPER " JAPANESE TREE UUC V y N C) A- ERED -I EFTER9iE0 AUTUMN BLAZE FREEMAN MAPLE I{ \\� S I-- .•/JJ PWIIS NOtA AU51RIAll PINE 19 7'-S' aA2 Graphic S-It • IAXGS MEDIA OEN9FL7tMS DOUSE X. II le'-1, BIB F••A /C�J"B-Ol SPIREA JAPDMG V TnE PRINCESS- LITTLE PRINCESS . -WA {2 �,Qj�� J - 30 0 30 60 90 120 �_•^ � DOA- 5 $FBT.BURA E Aft•/ / /'I!`S I .-'� PROPERTY LINE -- Tl•a WA1e Au •rtAu a 11a luela m // Jf / / I _ 1 "'- / ,rINETOBE``NOWA IT-OF-Y LINE NE CONAPPROVAL A•Ae90N , E9 RUINSIMA6AON IIELOCA7ED%lREESPADE\ UNDERGROUND -"'------ eo --------- - A•UILY APPKOVAL `BY OWB-,BLa PNER coMMUN/u ngvs/ ACT I50 llawnvOM '// / r/� '� // ✓'/ / // �,i✓ 1 FIBER OPTICS ANAL A Ovu A1mmsom •,, 1 - IL .-^- '�/Y i I 'lam' ITEM TO BE REMOVED/ ..-_._-.-_............... __ CON.Sr4K710N ptAWWK6 /•i• -- i /I / ^Y ; __•__�.y' `III RELOCA EEO O O Is Aw rmnvA,d o>K ybWRpW PAVEMENT �'fE IV SEWER MANHOLE / i P n°r'°.ia .N��ourrclY -. He.m rr /� OBBTNG� / % ) / y •' i i/ ri MANHOLE�AINAGE W. ,J 0 SEWER Cl£ANWT • • z�Y aw m o- m•'�4� �/m^ ' "A w VOEOLF SfORAQE / f•� I / / r 1 -� \ CATCH BASIN - //' I / ' VAL1f w N��i.ao_y� w Y�a..�i (T./�n) rr �•+..4 m..a i .-�_-r_.?_ 1 i • I // d/ /♦ CURB STOP • • N.n...er "..p. UM" POLE ui.�. E7BSTNC OTC OR r� w u✓.:.so.ewr H .�.. w w. �Iw. °.. /F'R�D Ib'IN�IE I / I I / I !�•1, i' _� i �D TRANSFORMER 11 o^•� / ro NMIW 4 / 1•ME7. rim ENQt)S�pE' (24•tQD7 1 DUIWSTER C • / LUMINAIRE •[: �N U PNmosm caNaeTE ) I I B N T O N PAD (21 -.<Y) 1 WALL MOUNTED '.( % S DRAIN LOW fQ10E (�:':• I.11 i,1 SECURITY �,_`i+-�r-�1 i f LIGHT WA VARY DP' / w ! SAL )• i � � I PROPOSED L)GHnM KEY T-� N RIC T I F T- ) ' !; I I� { 1\ \ PJ H SINGLE L9 CLASSIC-CL2 FORWARD THROW I I 1 I I I ! 400 W SUPER METAL HAUDE MODEL f CL2 FT 400SMHR FMT PHOTO ELECTRIC CONTROL NTH "sVTI I1 SERVICE I I 1 ' y ;1 TIMER OVERRIDE. 2B• FOOT MOUNTING HEIGHT il( n I I 1 \Jy'I IIII I I DocR `s I � SEWRI7Y Q I ` I I I LIGHTS i 1 I ¢ Z P4 H SINGLE LSl CITATION a FORWARD THROW 400 W SUPER IJ 0 () T N is' (TYP.)I J METAL HALIDE MODEL CTM FT 4OISUH WT G� EELOFD SREB. =RAW PHOTO ELECTRIC CONTROL NTH TIMER B U L I G T 0 N I O yI I !t CON- Q, /ABM' 1, OVERRIDE, 30- MOUNTING HEIGHT I I _ Q a!)I ' EXSTING 6ATCH BASIN \ I Or�uiu \\ P42••aDteD RW / P42 I I SERVICE DOOR 0 1\i \\ I•`I I \ C"G E C R;C CG\,RL • :�a _.Y \/ % 1 I 4' wdN 1 7j 1 \ Y 11 SUE DATA / f EXISTING AUTO CONCREn: Location ER - 2 / I SERVICE BUILDING RETAININ1 '� , • •\i `�\ 1. OWN : 1EWI5 FA1aY LWIED PARTNEA9W -/ F.FE-2J8.27 G WALL I \ ro Box 4s11 sa BMRINcmv, yr 7D� - 2411 f i I� 1 i . A\'ll)j [I11'] / 17,, j i M 1 I \ 1• 2 zaHlHc wslmcr: cOMI.N7tOAL -cr-AUTO• SETBAIX WOLNEOE71T5 . ERONT SETBAIX A' (40' HOLMES ROAD) 5. PA ij \ PREVXXISLY1 REAR SE7BACI( :SETBACK130' APPROVED -i 1__.. ,T 91 Is SERVED BY: MLNICWAL SEWER REZAH 8ER[D0110 \ MUNICPAL WATER 1 ( rm P • I 111 I 8 SF) �-I i MOUNTAIN GAS s TN POWER CORPORATION Y CATOC rf EXLSTIN4i PROPOSED L S �mLH9�CO O/T6%A%U JAM I CANOP; � aTCH BA -IJ9.ET \ BRa4 LI _--- --_--- _ I 1,•� j 1 1-234.J 1 i I • FORMER R © RaNsed Area CalwlatT°W. QET/1JjM07 AIM ¢W Q R-N d Sf-, Pakln, Area M 9/RWI AIM EXISTING SALES --+ N `' 1_____---- TOTAL AREA OF 21s.429 sF - 4.w ACRES i b I I -- ) - w a9aa andarnpF9, t BUILDING ( Wv 5 i \ Add aB, Ll9hb A M°w IAvifags ro7bl/zwx JAM FFE -238.Ot q fT LOT COVERAGE : BUBDINGS : 24M SF OR TZOIF JaF 07B SOR 14.SIDEWALKa• 1 1 FEIn I I tl I // PANAIENT:IXM IF. OR WAX 124.897 IF. dt 57.9i �� DWeB 1'{jt( } 9'• BY OW1flF , "%(` ` j i j TOTAL GOWRAGE 72ETi n.9i R• bi- ��__��AA�� TELCAT�6�Sr -- I \ I FRONT YANG COWRACE : J3, 9ET9 SF - MIT ACRES T) 1 O 112P• I \ \ \ BUILDINGS: 11a0 IF OR &M 4.OZET IF. OR 11.221 ��V C OF VE TAB -PROP. 9•F 0 \} �'' \S \\ • ^ PAVEMENT :2.T.914 SF MIX SX 11.28F W 4R MJ4 2 SJr. BY O- ' O EB,An$sE(NO SWAN �_._ TOTAL COVERAGE 71JR 420R EXLS7P4G R-O•W (/�� n * NOGVR� * - Y TOTAL AREA OF 210.349 IF. - 4W ACRES C E' D � \ - v • INV. _\2110s \ n R E A I TER T ON CON0. �' LOT !'OVERAGE : PAVEMENT: : 27.010 S.F.R dA3i 2zsw SF OR 3Eu ,A7j/L11111111\V\V\\\\` RELOCATE ` I-� \ \ MIE \ STAB_-J AVp/p/T:l ,010 1 S. - \ TOTAL COVERAGE 72-M (� - ,. E B --_---=-------- •-.r (Uku_ _ VITAEETE. Tom:_=_f T USSR- COWRAIE : 2J,750 IF - a5 ACRES I i . 1 ` ____ `-1-- F SHEURJRNE ROAD •/IDINGS: Z557 SF. OR fad! 23s7 f Lae _ --- LEVELS MOTORS, INC. '-_ _'' ---------- -=-ti-- - -_-- PAVEMENT: 17M1 SF. OR ]S • r F .J _ ,rl N 1 A' 1--t�------� - T� , -�---- 00� 9.7 yg ; sloRu MH VOCAL cowuaE ea s73x U 1 • - yp -IJ9.B I STTORA1 vSTwC1 h1Ji.4 PROPOSED TILES INST. WIk � FL/11,IIE L'eGNaETe BCEN4X 1 FRONT YARD COVERAGE: 11,931 IF. _ aJ ACRES l 301-1325 Shelburne Road I BY ONIER AFTER IVAOT /r BY OEmps - HOMES Rao 9ELNIBR; ROAD/ '3 + ) BUROMGS : 1.245 IF. OR Ia4i I.245 IF. OR Ia4R ROAD - US .GOITRE r`1 ILW°ROW31 N15 APE COIFEETEDI 1) 11 1I I PAWMENT: a975 IF. OR 50.0i 2208 SF OR 1a5s ) South BudIngton, YI' ___ .,. ______a__x_,_. I ,-sue______ TOTAL COVERAGE 661i 169i \ CITY OF 50. BC►RLINGTON FIRE DEPT. PARCEL'` yI TOTAL AREA OF : 21.W9 IF. - a50 ACRES Final SIte Plan LOT COVERAGE : BUILDINGS : ASSET SF. Of 1&3% 1.5B8 SF'. ON IS.JX J ^ D1. PAVEMENT: 7.822 SF OR J4.BI /ORAL COVERAGE Sl.li 7.022 Sr. CR J- Sl.ti V as FORMER R-O-W COMBA/ED PARCELS MIA AREA O 237.29ET SF - S4 ACRES GENERAL NOTES: LOT COWRAGE : ':1Jg50J 'M 1. PROVEMENTS FOR HOLVES ROAD-SHELBURNE ROAD INTERSECTION SHOWN ON THIS PLAN. ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE PAVEMENT: IF. OR 58Ai 132s D SF. W SS.BR NOT TO BE CM90EKO AS ACTUAL ENGINEERED DESIGN PUNS /ORAL COVERAGE Mai 70.3i 2. REMOVE EXISTING BITUMINOUS PAVEMENT REGRADE AND INSTALL CRUSHER RUN GRAVEL AS NEEDED TO SET FINISHED GRACE. IF UNSUITABLE MATERIAL IS ENCOUNTERED REMOVE 12' MIN. OEPTH INSTALL CORM SOOX FABRICC, AND RELAY WITH 12- CRUSHER RUN OR PUNT MIX GRAVEL FWTWO R4W COMB04ED PARMS TOTAL AREA OF 2J2418 SF. - SJ ACRES 3 11 �.. LOT COVERAGE : BURDINGS : 29,41J SF. OR LEM J3,SN if. OR 14.= _ PAWMENT :IJ4.632 IF. aE 579i /30.471 IF. OR Safi B. CONTRACTOR SHALL COORDINATE WITH OWNER FOR SC EDUUNG/PHASNG OF WORK AND MAINTAIN ACCESS TO HOLIIES ROAD AT ALL TIMES. TOTAL COVERAGE m5x mm e F RawYg Nllnlbv: 9508E-56A EAfleWon: 1 2 AgNG[ rtV�1Wge+: JIN DfaK'11: RYP Dee; 07/291-2 F.B. 22J Scale: I•-.70' e Plgect I.A.. : zxx X-RId: j B4Xd1 TBe : XxX Appwed SPI f' SOU.. Burlington Fire Dep"�tment 575 Dorset Street South Burlington, VT 05403 (802) 846-4110 Douglas S. Brent, Fire Chief To: Charles Hafter, City Manager From: Douglas Brent, Fire Chief 0-1)�, Date: August 21, 2002 Re: Lewis Motors/Station 2 Per our earlier conversation, on Tuesday August 24, 2002 I made a site visit to Lewis Motors and Station 2. During my visit I met with Mr. David Lewis, President. Prior to my site visit I also spoke with Lt. Craig Rounds and Captain Gary Rounds. As you are aware, the request of Lewis Motors is to enter into an agreement with the City of South Burlington that would allow them to include our property with theirs to give them additional green space for planning purposes. This would then allow them to expand their new car storage/parking lot while still maintaining the proper ratio of green space vs. black space. Both Gary and Craig have spent an appreciable amount of time on duty at Station 2. I knew that they would both have good input relative to this project and the impact it may have on fire department operations. Craig and I walked the entire property line and he explained how drainage problems from the parking areas above empty into our back yard. There have actually been times when the run off water was so deep that it would come underneath the rear bay door. Our personnel have dug a make shift drainage ditch to help channel some of this water over the bank. Through the use of the blueprints provided by Mr. Lewis, Craig and I were able to locate a catch basin on the corner above our driveway which was blocked and plugged. Both Craig and I thought that these drainage problems could be easily overcome. I then met with Mr. Lewis. I explained that the City's position was to be as good of a neighbor as we could possibly be while at the same time protecting the future operational needs of the fire department. He was in complete agreement. He walked me through his planned changes for his property and his dealership. These improvements are definitely ones which will greatly improve his property as well as the entire area. I told him that I really saw no problem with his request. I also explained the drainage problems we have had in the past and part of his improvements include new drainage patterns and catch basins. He was more than willing to make whatever improvements were necessary to correct the problem. t \ r Page — 2 My recommendation is as follows, as long as he makes the drainage improvements that he agreed to, as fire chief I find no problem with his proposed request. Should you need any further assistance on this project let me know what I can do. Xc: Ms. Juli Beth Hoover, Director of Planning and Zoning DEVELOPMENT REVIEW BOARD MEMO August 20, 2002 MEETING FAMILY PARTNERSHIP, PRELIMINARY AND FINAL PLAT SHELB This project consists of amending a 29,160 square foot auto sales and service commercial complex. The amendment consists of 1) construction of a 1,670 square foot addition to an auto sales & service facility, and 2) site modifications, 1301-1325 Shelburne Road. The sketch plan was reviewed at the 6/4/02 DRB meeting (minutes enclosed). This property located at 1301-1325 Shelburne Road lies within the Cl and Bartlett Brook Watershed Projection Overlay Districts. It is bounded on the north by the Lakewood Commons commercial complex, and the west by a distribution/warehouse and fire station, on the east by Shelburne Road, and on the south by Holmes Road . The applicant had a discussion with staff concerning changing the proposal. The applicant proposes eliminating the 1,670 square foot showroom addition and proposes instead an addition to the rear of the building (4050 square feet), to include more service bays. Staff requests the applicant withdrawn the current application and use the time allotted at the meeting to discuss the new proposal with the Board. Staff also requests the applicant re -apply for preliminary and final plat approval, due to the significant changes in the proposal. Access/Circulation: Access is provided via three (3) curb cuts, two (2) 26 foot wide curb cuts on Holmes Road, one of these curb cuts accesses a loading dock, and a 35 foot wide curb cut on Shelburne Road with a left hand turn only exit lane. Circulation on the site is adequate except for the southwest corner of the lot, at the "temporary construction entrance." The circulation pattern at this corner appears to be unsafe. It is unclear which vehicle has the right of way at this entrance/exist. Staff advocates for signage at this internal intersection. Coverage/setbacks: The building coverage is 14.6% (maximum allowed is 30%) The proposed overall coverage is 67.3% (maximum allowed is 70%). The proposed front yard coverage along Shelburne Road is going down from 76.4% to 59.3% (maximum allowed is 30%). These calculations take into account the widening of Shelburne Road. Staff requested the applicant provide front yard coverage information for Holmes Road. The applicant has not supplied this information to staff. The applicant's proposal includes two (2) storage containers in the northwest corner of the lot, which would encroach three (3) feet into the side yard, and a 1,670 square foot addition to the showroom, which would encroach into the 40 foot front yard. The Board can approve a modification of front yard and side yard setback under Section 12.406 (b) of the zoning regulations if the modifications are in accordance with the conditions and objectives of Commercial 1 District. Parking: The parking requirement is 62 spaces, not including vehicle storage. The applicant is proposing 163 parking spaces. It is unclear whether the parking located 0 DEVELOPMENT REVIEW BOARD MEMO August 20, 2002 MEETING along Shelburne Road is for new car display or customer parking. If the area is for new car display it should shown as such on the plan. The applicant should be aware one handicap accessible space is required for each 25 customer parking spaces. The plans should be revised to show the required number of accessible spaces based on number of customer parking spaces. A bike rack is shown on the plan. Landscaping_ The minimum landscaping requirement based on construction cost is $4,500. The landscaping requirement is met for the proposed 1,670 square foot showroom addition. The landscape plan includes green ash, which is an over -planted species in South Burlington. Staff suggests the applicant use an alternative species of canopy tree that is salt tolerant. Traffic: This property is located in Traffic Overlay District Zone 2 which allows this property to generate a maximum of 107.7 vehicle trip ends (vte's) during the P.M. peak hour. The applicant is proposing a 1,760 square foot addition. ITE estimates the current facility generates 75.8 vte's. The addition will increase the vte's to 85.3, representing an increase of 9.5 vte's. The applicant should be prepared to pay the anticipated road impact fee based on these calculations. Bartlett Brook Watershed Protection Overlay District: A portion of the property is located within the Bartlett Brook Watershed Protection Overlay District. The applicant is not proposing a change of 15,000 square feet or more of undeveloped land to be developed. Therefore this proposal does not necessitate review under the provisions of the Bartlett Brook Watershed Protection Overlay District. Lighting_ The applicant proposes pole mounted fixtures for the auto sales lot. The mounting heights vary but do not exceed 30 feet. Enclosed are cut sheets and a letter from Jeremy Matosky concerning the proposed light fixtures for your review. Dumpsters: A screened dumpster storage area is provided. 10) ACADIA REALTY TRUST, LTD. FINAL PLAT, 516 SHELBURNE ROAD This project consists of amending a previously approved planned unit development consisting of 100,784 square foot shopping center in two buildings. The amendment consists of increasing the size of the main building by 6,470 square feet for a total of 107,254 square feet for both buildings. This is a redevelopment of Mall 189 with a new Shaw's Supermarket. This property is located at 516 Shelburne Road, and lies within the C 1 and CO Districts. It is bounded on the north by a retail building (Ben Franklin) and Farrell Street, on the east by the O'Dell Parkway project, on the south by the 1-189 off ramp, and on the west by Shelburne Road. The only issues affecting this application are coverage and parking. 7 I C EXISTING CO /rr // % / F `�`_�`�_ !�_ ._�� •�-----._-_-� �" _r.. ` _ i r '/.''r/ r �OYTO 15' SANITARY SEWER - - 2EASE SIDE OP / / I' - ' rEDSIN W .. M - 2052 •+L RAIIROAD � WV. our 03.1 DOW F •I Hairs ROAD _ // _ •- -; r.---' .aur l' R'1Y '�! /� / ,,, rrr ' /5' BENCH WARK 'o -._ -- ____-_ ITS i :-i/ h21S71 �� 1397.04' N,1E3025 E �T^ "'��'^•``.....'� i�� rH /1' _- TOP wr Htt1RANT SWiN SIDE NOL.IIES-�L ROAD. EL - f0400 x / // r ,ir r •- -sD+TES b---/:tw.. / 4-`r-_-_-��.• ,, `f,/• / / // // /ram- �.�_.�-- / / /_ / ., --'--1 -------�-- -----j -- --7---------7 7 �----�-ram----- '- i----------------- - JfJ -+;----'---- - - 7• '`-_.`'--�`_ � -� - � --_'-><-- - v f -- aura NsrALL } I •_ p NE*i,, .N: ATE 1 m - '• f�-t` i _•--___ f ` I eLaCK Rt7A-A , 1DP -----__------I--Gi -/-----f •- . j /I J / ! 1 / u- WALL _ 9s.1: aTY-- ___ _-__ __-___J-____ _ ___ r - � -' -• DEPARTMENT �� r r -- LEWIS MOTORS'. ING / )T.T band AAq I / HM (. !�:. ! ,max �` '�' - �uRRMARE POjE.�L301-L32S SHELBURJNE ROAD/ / FOrIER POLE _-ne' , ) ) I 1 1 flRE STA 17ON Il11 u .(� ,r r �r - ro jRFJMIN-ADD ,NISI. ROUTE"7 M.E.T. 2 1 4'�yyt 1pL/MAIER ! SLAB EL = / In �..''-�'r r'+rE'W P.z NEAo ¢Yl. J V % A 1 SEPARA70)f _7 21&3+/- JJ I J -%-" ' V ;�_�.• EXSTAMG CATCH -- -� //� j / /^�' / / • ! BASH CAS VALVE r-22B.3 t ExIs o Nv w our - 221n1ae 4- I I • T , E7ITRiMa ✓ / / m eLog. . RE v-GRADE / N. - s ` 4 I d _ rny.) --- k / PWAM EXISnNG CBRAW V ,�L- ,i ( 1 1 `\ 1i0.'QO' _$ 1B JO) 5- W �•4M1 I, WSMES-mob" j �" j �/ _x�5o' I 1 / 1 NK - a69N a `{ j!_ ' YAP{- 111EE --- / .( _ _O 00 = r� I { (li l •� --i ---ti--- -1t tw t i _ i / NEW � ST10V 422440 CUT. eo�iWl�� 1 `- � \ '` _e:. - �� I I / r -L i : /I } i : / t _ I . )• ( r �e:�� /F71T64D 4' IBe1E - ',: ;, ' oILL1ETes LTIEDMN aAm SIRPIIG (TOP) / Telco. BIaP ENOLmLRi (24S2e7PAD t v� / $S YA11i TD Bi RELDCARD i ,/ / P r aLw LLAW FENCE ( 8 i ( ---_= ' - BE Im101EDjJ� - 1 APPROXIMA DARY Of/ / N 1, sr - - �,ti1 I I ! T-- -f-1 --r'-` I j 11 o I !, .T/ �. _TED YAaeaE OLrRur asrRlc j 1 11-•� •I�� t I i 1 1 J I ,/•( _POSC MOUNT E7051N0 I rw 1 1 i I 14t A111 ) r i 1SERVICE PRQrQ.W ADOrt101N V / I t � /onwaA ri _ 1 - \ i ,h aC p,O.W. 1 l4 1 AHD'=�' I \ ' I I LTooR SECURITY _ 1 i LIGHTS 1• �D�� i �j, OR./OVA TER I n 1 G l6' (TmJf ° A REMOVED LOAN & s� ,1r--_>•^'� ` 1 1 r / tr,�trAnA 1 - 11 1 Ex �TwC CATW BASIN NEEDED (rw.) �� r I�l 1 f ; // i' 7t N-c- i -p t 73 I:2E2.a � I 1 1 �. w` ��,.Ay� 1 / G 1 1 ii UCH M a 9• (TyP)FFO/I( I 1 t a21 07 )BASIN � ,1. � r � I 1 1 sERwlz 11j `` hYATCH E7�TNG le' (MJ- 219.f ) Dow CATCH BASIN ; x A ,� s r j RIBA --- PBBP rN A(f - 1-Z ; w1 OY[M1FAo POWER CANE i - 1 I EXIS17NG Auro N«ET6 22137 _ - � NTN YETN. xANOMAL I p .P'O ES To / hi77.27 „ -N" n,t1 ` -�) - IE REMOVED q I F.F.SERVIE. 23&27 BUILDING m 2411� R[YOK ETosTwc R}i EXIS77NG AUTO \i n + . /_ I SPRUCE`•b^` HI1 SERVICE BUILDING �h I FF.E-230.Ot /1lRN VE79C2E 570/MGE - 6 r RELOCATE OGS7MHG - , SERNFl Y-•AREA Ise111Y/- CLAW CUT 45 LF ; DOOR \ I ! °-PACfiCOIT� l Sa I PRONE GALVANIZED STEEL COOUT ABOVE M V GROUND TO ETECiRM.LL PANEL N SOtNIF I BNRI 1- REVEAL / 1 n.r •Aa r ,1 \ AREA PRONE E1FCT6CAL ET71/PYETIi I I _� ETEc kYTE1ew lXilTi -42' !H' -24' ! 1 PAVEIERT/ORAVfL TO BE REMOVED N t PROV�E�RSfPARATE TIMMR POR LIGITs I r6 j 1 .1 rs' EAST]IENr FOR •CROIWj ROAD- 1 LOAM a SEED D6RRRM AREA AS N I I l } I e' I I - / 4 _ FRmED (7TP.) 1 ' i . ; 1 a[LE 4 lr n � %,} -_ 1 , ,' I l i �O► 1 1 , I I I , -_c rua� 1 rn�� •D EXISTING SALES �r- �p I E1051NG SUES BLALWOS i BUILDING 1 PAD .1 1 i , i /-7ROaOE sCH 40 PVc CGfT1.Yr 1 F.F.E.=23&0t A.CI s 1} zlns 1 t , frx POWEi1 TO Tsi B FUTIAE OGN'alE eY SIDEWALK . 1. IPROF'OSED CONCRETE LOADING !DooE NTH LEVELER M 1 • LCANG•r_ -•� �- - - I - I "' µ1 TC.24• \1 LUMNAR¢S (PJ) -_ l _ - V\O \ I • !, PULL -PROPSIGN 1 C w( r IORM MIN }� 7 mf AM *IT $ " B•5 B • • • :.'. } I II "1- Y ! I ill . I iIt uM� 11 � `�'� C+��I�/i��ti��hR�■i:,i��i■,l�,i��+�l■r..�■ l�i�►` _ - �:�1��'�1E�� • `� ... A si�.TR� ••. ^•PLL11WLLeT91S.1'.'.i�rS rr!ri-m \ ROARER PGE M.CT�J/; ',A V REOEr-rt -y I I CO JS(2)) S}I SCAN AO PS J } 1 M I 1 } FORMER 1 J L FOR ``\ 1 T-2J } 1i DG2S7CH BA9i ` `11 ! I ALL RI wA Ii FUTURE OiTIN07EfE mEWw,L �f h22 1(1 er oTNTRs I r row5E7BMwr i 11=!!2?i1 LITOs 1;j,,�V J iN BE PROVIDED BY °N•EF MIT! CABNET. IMIDT MINING j To BE REM0�1" TR,VfsPOtrAriOl ; 1 1 �. FIA16 t ! BiI I REMOVE E70ST1MfWR.ING U04T - COORDINATE NTH X A POE a sAsEMA") OWNER FOR $DIED Ij A INSrALL HOPE B0� CH 3WEEP STING SEWER NANHOL£ n22B.17 4 ll I-224.1 FUTL`E CLFB WEVEWING --- ii PLANTING SC MILE REFER 70 V RSDINT AGENCY OFSCKNIAVIC I, 11 IRANSP'a4MnLN PLANS I; N,RIYE S� COImRIdr O SLIMIER SNOW &A"ANESE TREE LILAC SYRINCA REVCIIIATA 9 2-2 1/2- CALIPER e �/\J11 `,\/\/YFR -S PENR-c" '41YIAIr 51IYWr ASH IA T-J.1/2• BAB �..e' S{Ei RrN1s HI -A AUA.- POPE if Y-e' 9AR Graphk SCaie • ' TAAVS umrA DEN9F S DEIIeC YEw 11 fe -24' e4H Feet l�b'S-B1 SpwACA .MPCwu -IJ- MNGEs' 1-1 L PRw¢SS -R. 42 J UL 30 0 30 60 90 vD LEGEND -N -- - .•+-.- `\\ EX S7 Mi PROP06ED / ---- ,^.--- AN WER MAWS AND SERVICES • 9 WATER VANS I-___-�__--•_ _____� p� �, IJIKEN117O0 COMMONS 12J3 AND SERNCLS - -- --, $HEf.BLARNE ROAD STORY DRAINAGE -----^---- I -------- VS. BURLINGTON, . 05403 AID= PROPANE � •-�� OR NATURAL GAS I STORM TORM0 IN OVERHEAD POND: 1 1 __- y__T / 2=2 UNDERGROUND PONpt ______ _ w 1 h229.0 7wOGFARNIC 6' Md mme irYPJ`� CpITWRS-._---_w-----. lu PROPERTY UNE RIGIT-Of-WAY LINE 1 1 j -RELOCATED/IIIl�AO�� UNIAMCROUND ---- A L rr liY OWNER ------ __- ro FABER OPTICS S/ FRIER was ' IrEY TO BE REYnVm/ •: \p RELOCATED-__------- j �t-y SEWER MANHOLE Q O P 51wY GtANAG ` MI NNOIF �% 0 SEVER CEANDUl • \ CATCH BASH ,^� ❑ 1 'rr R VALVE N M CURB 51w 1 I 1{N-'_',--qy.' �r UTILITY POLE ti MTC OR L� TRANSFORMER 1 I EWNaoaREp1 1/ LUMNAIRE •C; •� WALL MOUNTED Q sEA iRrr uGHr v I ? 1 NI 1 PROPOSED LAC TM KEY 1 \ Pi 0.6 MANGLE AS! CLASSIC-C2 FORWARD THROW • 1 1= \ 400 W SUPER METAL MAUDE YODEL If (A-2 FT 4OOSMHR FYT PHOTO ELECTRIC CONTROL WITH TIMER OVERRIDE M' FOOT MOUNTING HEIGHT PI D-• 9NCI.E LSI CITATION 9 FOt. HIND. 100 W SUPER 1 METAL HALIDE MODEL CM FT 4009IN FIT O RF1OC1rED BIF71 SIDINI�¢ PHOTO ELECTRIC CONTROL NTH TIMER O ,,rff I (DO?� (2) /1�' ; OIVMIDE W. MOUNTING HEiwr Q ]i EDSTTNG 6AT2H BASIN \ Q \ h22J-4.•W \\ P42*9-D0160- ISM CITATION a FORWARD THROW 400 W RIPER \ \ METAL HALIDE YODEL CIY FT 40CSIM FYT PHOTO C ECIRIC CONIN0. NTH IEMER OVERRIDE JO• MOUNTING HEIGHT SITE *7A { 1 t` • '\i \L 1. OWNR : LBWS fA1RLY LAITAG PARTIAD9•P KPO pOX 45,1 90. NYLNGTOI, VT • 2 ZONING GSTFACT : caNlEnau n-Auro• FTBAIX IICIW WAIeniS : FRONT 71AACK 50' (40' HCMEs ROAD) I \ \ \ 1 VV` SIDE SIS' ]� EAR SERI AIX SF-iBJO' PREV� 1. R �Q�'-; �-, 1 mrr IS sgxwb BY: WRRO^AL SETTER . I R�AR. XZDM \ _- -ACPAL WINTER GREEN YOIRITAN POWER CORPORA"ON Exrsnrlcv 1 } 1 1 G 6/J- i- I VEBIMT GAS SYSIEMS NC I� 1 1 1 - CATCH 9A91N } I �x�yF EXISTING PROPOSED-- ' 2J9 6 I-2Js.J \ FORMER I( ram. • � �� . TOTAL AREA OF 21412P SF - I.e4 ACRES r , �:"`: \..�.�V'••�:1 LOT COVERAGE : PGS : 211145 S.F. OR 120E - m SF GR f1. Gi Y. �4` ., "�.� \` .'\ •\3�\ PA AVIDIEVEMpli:fJQeN S.F. OR NiA...290 aF. IX 5].1x n H� I � EXISTING } } 1 pyT iA `EDSTINGISEWER MH I i e• Gm to / 1 IJe.7 V J / 1EzsILMc p snEwALx E e3 IT QtANI7E GARB --I Qp} ( $ >� TOTµ COVERAGE 7Z= 7,.7Z FRONT YARD COVERµS : 3111e9 IF. - a6 ACRES BUIVWWAS : AND IF, OR 60111 4.026 IF. w 'I. - PAVEMENT :24014 IF. OR 90.3E 11.1m SF, OR JI.DX RITAL COVERAGE 714 422R EXSSTING R-O-W TOTAL AREA O' 21MMO IF. - A63 ACRES LOT COMEAM" : BUROR/GS : 25.4145 Sf. OR I2JR 3Qon IF. OR 14.JZ PAVEIENr :127.00 SF. OR 9a3i 1222N IF. OR MIX TOTµ COVERAGE mm 724E FRONT YARD COVQAGE : 9HCBURNE ROAD 23.750 SF.. Q5 ACRES - - Bu1LDIOS : 2557 SF ar law 2557 SF. CIA law PAVEMENT; 17,H1 SF. w 71411 IQP32 IF. OR 46.= Ti COWMAE 94201 mm I PROPOSED TREES INSTALLED WihL., i NNRE CoNli 59IEuALo, I FRONT YARD CO.ERACE : 11,93, IF. - a3 ACRES 1 BY OWNER AFTER NAOT I SHELBURNE ROADX&D -MIS ROUTE r7 RqN N�LNTS ARE CdFlETED ; BY OTHERS HttARS ADO IA di �B7u3 � a xi� 2M6 SF.OIXR tB�i TOTAL COVERAGE saw Tags - �•``�, / CITY OF :n BURLINGTON ME DEPT PARCEL / rotµ AREA (X' 21,e69 IF. - aW ACRES �I /(' N / LOT COVERAGE flu IIL.NGS : 1S66 If. OR ULM 4366 SF. [R 16.= PAVEMENT : 7.622 SF..OR N.6Z 7,622 IF. OR J w i � rotµ COVERAGE 51.1R Sl.li V FORMER 1�-?-W COMBINED PARCELS a'a �O TOTµ AREA Of : IJ7.M Sr. - 14 ACRES „ II GENERAL NOTrES' LOT COIERACE ; N LIMIGS ; 29.413 IF. CAR124X JLA:Sr. OR 14.SR r 1. IMPROVEMENTS FOR HOLMES ROAD-SHELBURNE ROAD INTERSECTION SOWN ON THIS PLAN, ARE FOR CONCEPTUAL OI PURPOSES LY AND ARE PAVEMENT :1J6,SO) SF OR SIL i 131,11 IF. O1 516Z NOT TO BE CONSIDERED AS ACTUAL ENGINEERED DESIGN PLANS TOTAL COVERAGE max Tali 2. REYOVC EXISTING BITUMINOUS PAVEMENT REG ADE AND INSTALL CRUSHER RUN GRAVEL AS NEEDED TD sEr FINISHED GRADE. IF UNSUITABLE MATERIAL IS ENCOUNTERED REMOVE 12' YIN. DEPTH INSTALL MARAR 50OX FABRIC. AND RELIT NTH 12' CRUSHER RUN OR PLANT MIX GRAVEL EXISTING R_4W COMBBVED PARCELS 1 GRINDOrF COSTING STEHPRIG N AREAS WHERE NEW STRIPING IS PROPOSED. TOTAL AREA O 232119 SF. - SJ ACRES 4. EXPOSE BACKSOE OF CURB 6' TO I' TO FACILITATE 1 1/2.'1 SLOPE AT DEARER END OF AISLE. DATUM USOS ELEVATOR. LOr COVER-: BUILDwrS : 29,4I3 Sr. OR 12.7Z XLS6 Sr. OR 14.SX 1 IS ASSUMED. SUBTRACT 511'1/- TO 09TAIN PAVEMENT :134,832 SF. OR57.9Z 129.IY4 SF OR 55.9X 9. CONTRACTOR SHALL COORDNA7E NON OWNER FOR SCHEOILING/PHAMNG OF WORK AND MAINTAIN ACCESS TO HOMES ROAe AT ALL TIMES. TOTAL COVERAGE 70.0 70.4X TRUDELL CONSiILTII�IG ENGINEERS, INC. IM11I.RPWklo•d P.0.Ib=30B 0=ffn-67)IW-* MIY.L V4mol asm RDA 979.0060o-O V1•t LY - dW Nob •!-.T,-*er .#Jn&®n CANAL A„RWAL sttua•DN IWDRA9MlT ARWDYµ ■lY0.OH ACT 2!0 AlAM69Dli 1•NL A2ROVK SI•AII39ON U c0•ISTWLRc1TGn LWtnwNFs -ram r-M -s •,I w.w.. s�,bn =.4 r B U N T O N V S O U T H B U L I G T O N R+ 7 _ 13MN.imr+ / 4u�HAvx © R•N••0 Ana Cd-tbru D%AJ/M JAM 0 R•rY4R StaroP• Po#L,9 Area 0E/11III/M ,MY R•N•• Co,saG•A Lar,d•roRNly Ode CT, LI9Nt. a Ya OrRYloe• �/�%� JNY NQ Dwvy6a., N•e9 fy 11"k - O� gr<�V'PH W lY1 A�,'i PF•I•LI TE06 LEWIS MOTORS, INC. 9 1301-132-5 Shelbume Road South Burlington, VT Preliminary Site Plan 3 O R E Df6NYle NINIbV: 95068-56A EIAIWAINAAAAAA: i g FIDOW WDA C: M. Dmw11: SYT 1 Ole, 07,12912002 Fd 223 SCAR 1' - 30' E PTOjeG demGe: XXX X.BMI: "LBvdLme: xxx € APpo4ad SPIA W. IN - 2 2 NV. OUT - 205E I. EXSnMC CB RIM - 214,66 NV.- Da9 1 1 PAVOFIIT/1RAVD. TO BE RFLOIED 1 LOAM a SEED DISTURBED AREA AS /SIDED (T)P.) APR 5 FUTURE WIDENING -4 REFER TO vuwwr { AGENCY OF TRANSPORTA TWO 1 PLANS FUTURE CURB WIDENING - REFER TO VO•RNT AGENCY OF TRANSPORTATION PLANS __W-_________________----- ,----- _r__ THE CITY 3F SOUTH ! 7 ,� ! BURLINGTON FIRE / STORM FIRE DEPARTMENTI STORM STATION r . 17& ' .9 /83D.T725' W // 4 L I i6i 1_ RED Aw To _---- 7RA94eE BE f DIED .m6 i Y RAISE FRAME TO FISH GRADE, w7N - MINiP �I COVER 1B' (TYP.)- WITH METAL�Ai_�TAIF;z 40 SEA { EXISTING AUTO SERVICE BUILDING F.F.E.-230.5E SERVICE ' DOOR SAIDUT 'I PROVIDE GALVANIZED STEEL CONDUIT ABOVE GROUND TO ELECTRICAL PANEL N SEANCE ` AREA FRIVOL EIICTPoCAL ETX/PMENT !1MEcEssARr ro ENEAba EXTEmaa owls. Y �O SEPARATE /VIER FGI IIGITs I -{ �_CATW BASH TIDE D{e.� , Ii I 9iTTALL TEMPORARY { MOPE SEAL N GRATE II / GAS SERVICE_ iP I 1 • S70RM ORN191 fW 1 P • POWER POLE NEaT -N 90 GM.P. 34 'XSTwo CATCH BASIN I226.41 -22a9 - EXISTING RIGHT-CF-WAR - FORMER 5 RIGHT-D�-WAY L RADIANT !EATING - 1 N SLAB = EQUIPM PROVIDED BY OWNED Graphic Scale Feet 30 0 30 60 90 Izo 11111m 1397.04' N,18J0'225' �,� _ �.-�-^`,,,,-„ram •„+• ��` YLf MtliIORS x: CATCH 9CAPE SLQt PER ITS DIRECTION OSED CONCRETE C f TO Of RELOCATED _ _A, ! B :Aym MALOOX 9 f1 NEW SIGN / MOUNT EXISTING Slw 7 WENT (TTP.) '\ D STING GTCII, 2Jf.7J 1 r 09 Z-1 4 `IPA i II! IA II i"o' II 15' EASEMENT FOR II - DROP CLAW 'CROWN 'SEE NOTE 4 .. PROPOSED POWER FOR LKNI ©CURB .ONCRETE AIL iai � �OF CCNWTS illliilr• a,•ll. . Y6 ►l��orr� �q Ni �Il iti �i' ,.s�N�ai'�l' f'I��Qi1�t1 ,i•�1>l�®i"i `' �IiI �{I-_ IIWIIYYYYYYYYYI\YYNtIYYYY��uSmm�mYwYYm��•� ��' ,/!• RED PINE RELOCATED/ BY OWNER / RELOCATED STE SERVICE DOOR '- SECURITY UGNTS TYPICAL i SERVICE DOOR 4' HIGI- EXISTING AUTO CONCRETE Btoac SERVICE BUILDING F.F.E.-238.27 NG OP - 24 TOP I I I , < t EXISTING SALES a5' BUILDING FEE-238.05 FUTLNIE CONCRETE MC � jmr 1 i I : GENA .ii_-..•`�i•''+ ~� EXISTWO PROPOSED - SEWER MAIMS �?_-AND SEEVICES ••aY WATER MANS �___�-•---_--_ rrLAK COMMONS 123J ' M SERVICES _ URNE ROAD "S. BURLINGTON. IQ. 05403 STORM DRAINAGE uouo PROPANE -----------s•-»----- 6 yb /'• \ OR NATURAL GA •_ TT /r OKRNEAO POWER ---•l--------- ------- wn / .-, r .__j.-�1_r UNDERGROUND POWER ---------- I►--------- �o L TOPOGRAPHIC ------ly-----• izi r= - STORM ON \ CONTOURS 2JS2 i ..r iz29.D PROPERTY lNE -- +'^ r- RIGHT--OF-WAY LINE ------�--� r+ UNDERGROUND COMMUNICATIONS/ __________ p _________ Fp r� irry�_,�M1 FIBER OPTICS ITEM TO BE REMOVED/ _.._...._..._._ ...... _.......... \�I RELOGTEO 1 Ili SEWER MANHOE 0 O STORM ORNNAGE C-0 , � +/ ,I \ „� MANHOLE SEWER C1FANq/T CATCH BASIN as VALVE M N IIi r\ CURB STOP • • i ! \ UTILITY POLEEXIS } j�OG XX MTC OR TRANSFORMER I WMPSTER "' I / pg 1 LUMINNRE •C: •--� ENaowRE f I I A) I WALL MOUNTED SECURITY LIGHT Q 1`+fII i i +. - t k PROPOSED LWJfrWG KEY i I \ PJ H SINGLE LSI CUSSC-CL2 FORWARD THROW W SUPER METAL HALIDE, MODEL / CL2 FT' j 400SIAHR FMT PHOTO ELECTRIC CONTROL wM TIMER OVERRIDE, 29' FOOT MOUNTING HEIGHT \� t I PI -• SINGLE CITATION M FORWARD 4m W SUPER CATCH BA9N I ME Fr 4 METAL HALIDE MODEL 009AR FYr PHOTO ELECTRIC CONING.ROL FT WITH TIMEROVERRIDE /-EXISTNGt 2J7 SJI i OVEtR10[ JO' MOUNTING HEIGHT \ P42N-MDI80' LSIME CITATION II FORWARD THROW 0SW W SUPER METAL HALIDE MODEL FT 4005MH FM7 N 1 CCUMONTROL TIMER PHOTO ELECTRIC CwI OVERRIDE, JO' MOUNTING HEIGHT G UGH NEW PLANTING SCHEDUE j 1 ` COMMON NAME ,SCLENTh9C N"E OUAN717Y Sm SUMMER SNOW SYRINCA NETIGIULATA 14 2-2 1/2• C.WPER ` ----�------- .APANESE TREE LILAC \ 1 1 It \ , CATCH BIA SITE DATA / I. OWNER LFWS FAYKY LIMITED PARTNFR9 ___�---__---- \� \ CO BALK USO BURUMGT(N, K 2 ZONING asTlcr : COMMERCIALCOMMERCIALALAL •c1-Auro' SETBACK REQUIREMENTS: FRONT SETBAIX 50' (40' HOMES ROAD) { SIDE SETBACK 13- 1 REAR SETBAIX .1O' , STE IS SERVED BY: MUNICPAL SEWER \ \ IVGREEN WNIOPAL WATER MOUNTAIN POWER CORPORATION ` \� NAI(INT GAS SYSTEMS MG �\ `\ EXLSTING PROPOSED FORMER R-O-w TOTAL AREA OF 215,429 £F. - 4.94 ACRES EASTIM, SEWER i(1 RIM .'2J9.IS :�" NV. -�J.T.05 •., jLl LOT COVERAGE : BUILDINGS : 2S6N S.F. OR 110X 32710 IF. OR IAJX PANMENT:i .661 S.F. DR w.m lIZ973 SF OR 524X METER CA�E7 ONCWG ST.AB.�.-J TOTAL COVERAGE 72.BX N.7X ill_ FROH7 YARD COVERAGE : 35,969 SF. - DO ACRES .__ -S� !tuii�-__- -�__-_ BUILDINGS : 4160 SF. OR PBX 4.026 SF OR 11.2. PAWMET:2.%914 SF. OR N.Sl 15.122 SF OR 42UX a;_ , \\-Fl TOTAL COVERAGE 7SJR SJ.2X -EXISDNG { STORM MM EX/STiYG R4W N57ALL 21 2�1 SOI 10 PVCJ a``` EXSTINC Gipl� ` `EVSTIM I i 11S1MWE�i t VEXISTINGISEWER MIN t r.2J9.B DODIATS FGR TKN9 1 t Giw BASIN t BASH t 6, cup t 2J9.7 1 TDTAL AREA G' Lac acM OTHERS C I SLTEIWIX `\,{h224.97 i I-229.f7 tf i-EXISSTSTORMNG 1 { J I h1Ji.4 t 597EWALX 2f0.34B SF. - AB.! ACRES Br O1/1ER5 1 ja ( hz24.9 � m 1i GRAN9TE uNRB- Fiat y .P1 I LOT fAVfltAGE : BUILDINGS : 27,643 IF. OR IZM JG710 sJ. OR max ff I PAVEMENT :127,010 IF. OR 60.3% I10.92a S.F. w 527X �AND .DOSINGWING I E7RS19/0 SIOWGE , I j PROPOSED TREES MSTALLm w�PL" FUnW DOI/G1E1E 9DE11WX 1 roiAL COVERAGE rz6X 97.]X LICIT I ID EI REFIOVED - I 1 By OWNER AfTFF VA07 ( + BY on" 1 POLE e ) o EaRTE w IEDUEic.� SfEL&fl NE ROAD - US ROl Y ��TS�IAfIE ouncho; It If I! ;± FRONT YARO COVERAGE: J5,6B1 IF _ (16 ACRES BUI DINGS : 1804 S.F. OR 1a7X Slm IF. OR 14.JX � PAVEMENT: 2J,4{B £F. OR 6IZIF 16,0.52 IF. OR 450X EXISTING SEWER MANHOLE V1 „ TOTAL COVERAGE 76.4X 59.= 229.17 \\"4 GENERAL NOTES 1. IMPROVEMENTS FOR HOLIES ROAD-SHELBURNE PI it ROAD INTERSECTION SHORN ONTHIS PLAN, ARE FOR Ni u it CONCEPTUAL PURPOSES ONLY AND ARE NOT TO BE 9 II I CONSIDERED AS ACTUAL ENGINEERED DESCH PLANS n it 2 REMOVE EASING BITUMINOUS PAVEMENT 1, a RECRADE AND INSTALL CRUSHER RUN GRAVEL AS NEEDED TO SET FINISHED GRADE. IF UNSUITABLE MATERIAL IS ENCOUNTERED REMOVE 12• MIN. DEPTH INSTALL MIRAFI 500X FABRIC, AND RELAY MTN 11- CRUSHER RUN OR PUNT MIX GRAVEL J. GRIND OF EXISRNG STRIPING IN AREAS WHERE NEW STRIPING IS PROPOSED. Tq V 4 EXPOSE BOF CURB 6• TO 1' TO V � FACILITATE SLOPE AT OTHER ENO OF AISLE. S DATUM IS ASSUMED. SUBTRACT 511'+/- TO OBTAIN USGS ELEVATION. 6. CONTRACTOR 91ALL COORDINATE MTN OWNER FOR SCHEDUUNG/PHASNG OF WORK AND MAINTAIN ACCESS TO HOLMES ROAD AT ALL TIMES TRLIDELL CONSULTING ENGINEERS, INC. 47891rM1'•kh.of P.O.0oc308 M879633IV-) wom.l, Ve.Xmt 05495 0=9794060*4 VWt Lk m the Web eb W Ttw*AcO sMY_oo.e CQO�OIAL ARRIVAL ABAE51011 RWDMANAIY ArROVAL JUNKISPOM ACT 250 AIM1a9Q1 IWUL APROVAL SIBMSS D7H COf6TWlICl10N DOLAWNCS Area Calsogaa N/12/O2 JM Eia. De9vym [NNLe sy WNYIwIW �ItE 1� I VE 7637 N1Clltlam '///IIIG IIIIII�I```\ Tme F, LEWLS MOTORS, INC. 9 1301-1325 Shelbume Road South Burlington, Yf Sheetiltle Site Plan 1 Drawing Nallbc: 95068-57 Exomodalt: 1 i Pr0{eu IDWIHaM: LIM DtMN11 Ali DMe: N D9 2002 F.B. 223 SCelet_ 1• - 3(Y _. 1 Plgai reference: XXX MI..(: I%6Btic BONY Me : XNX Appwed SPl I le-)q • n-tpo vs Au-c MR!"I V Ll" ski �aa ��"-� `��"��. I I�--��5� I►-�-'� -SPY c�� i ke-,� LAA1� zx a ez zj. It h�� CHITTENOEN, 65. `, ' 0rutel F�Garage Sales — ara__—ye Sa eS LegalNotices LOST CAT and purchasing. One Dueic IN RE THE # STA7 Small neutered male w! Year of business edmi- 9c h E GARAGE SALE- BURLINGTON Moving GEORt a Farttiligdr" nistration experience ofpc EL!2ABETH B UR long black fur. Name is WANT SOMEONE Sale! Everything must Routs t Hom aad August 3, 4, 5, 2002 with BA or BS is desired. skilled 'OME TAKE IT ALL!:! ggo! Sat.& Sun., lam- Camp Ground, S 8J17, --- WATCHORN Whisper, may or may not Computer literacy is a niaan 393-2602 3pm.85Green Acres Dr, 10 am • 3 . Extra PUBLIC HEARING respond. Near Dorset plus. Please call (802) indiva venders welco SOUTH BURLINGTON PRr1BA7E COURT Farms area around Tues. 769-4284 for an apphca- strong END TABLE BURLINGTON 204 Park DEVELOPMENT REVIEW DOCKET NO. 29903 7123. Please call (802) tion or fax resume to 769- a cr White and birch St. Multifamily. Sat. GEORGIA Saturday 8/3 BOARD 652.1144 4548. EDE/ Drug Free pn�e Only! 8-2pm. Antiques, onl'yl am - 4pm. aneer.18021872-2666 LOST CAT - Vicinity of Workplace. Ism. t _ futon, mannequins, Somethi for everyone! NOTICE TO Hollow Rd in Monkton, entht FLUORESCENT tools, sewing & Christ- 227 F The South Burlington Answers to Junior. Black taine Drive, off CREDITORS ARCHITECT or Designer - compe LIGHTS mos stuff. Ballard oad. P & white shorthair, de- signer opportunity for a ex- hday Development Review roximately 20). 4 BURLINGTON Sat. only, ORA ISLE 115 Allen Board will hold a public clawed. Please Call Kay signer with Auto Gad ex- health 12 noon to 5 m Furni- Rd err Rd Sat. -Sun. To the creditors of the perience to work in our You pick up. (802) P ( Y 1 hearing at the South Bur- to (802) 425.4747 insun 406 ture, household items, 8-3. Something for eve- lington City Hall, Confer- estate of Elizabeth Bal- Burlington office. Fax re- plan. books, kidds stuff, and ryon Follow signs. ence Room, 575 Dorset four Watchorn late of LOST 000 Boxer, tan, sume to J. Graham make ! KITTENS, For adop- more. 22 Fairmount St. South Burlington, Ver- female. Teal & multi- Goldsmith, Architects at your tiger kittens. Vari- OR D ISLE West Shore Street, South Burlington- mont. colored collar, near Mil- (802)864.8267 colors. 7.12 weeks. BURLINGTON, Saturday Rd., by ferry. Multi-fami- Vermont on Tuesday, time, e 3 ton -Colchester line. t and Females. Call 8/3 from 9 a.m. to 1 sale. Microwave, August 20, 2002, at 7:30 ASSISTANT MANAGER• aeon y I have been appointed a REWARD! /CASHIER- FT position cone 585-7271 or (518) P.m. 25 Lopes Ave., off so a furniture, glas• f •M. to consider the fol- personal representative Call(802)363.5974 Apply at Simon's Milton 660-8C 718. Ethan Allen Pkwy. sw e, collectibles, and lowing: of the above named es- PP y Si er Featherweight fate. All creditors havingLOST JEWELRY Store orcall8934906. ter(ab FREE STUFF! BURLINGTON 160 Tracy Si Ingg machine. Mist. 1. Preliminary P]at In Richmond area on Fri. Sell our stuff FREE! HAIRS ODDS AND Sat/Sun., 8/2 & 3, Sat. Sun.8am-4 m application #SD-02-47 claims against the estate 7/26. Very, very senti- y Burli NDS, MAGAZINES. 8a m. Furniture, kit- P and final plat application must present their mental jewelry pieces in Find out how it. 9am-noon. Bul- chen sup kids stuff. HI ESBURG Roommate P PP claims in writing within 4 travel jewelry bag. Large Free Press 3331 ;rnutRoad, Williston. _ BURLINGT YARD mo n sale! Fri -Sat -Sun. #SD-02.51 of A & M months of the date of monetaryreward if Burfir g Construction Corporation, the first publication Of Classifieds _ GOAT SALEI Some for Car \on motorcy• P found. Please call (201) 658.3321 cle bd uters, Inc. to amend a planned this notice. The claim 960-9366 cell Make yo year old, Alpine Cross everyone! Set. 8/ rain P unit development con- must be resented to meto male. CL + CAE nega- 9 am to 3 pm only. han Shotpliances, p Assistant ary School AV an miaple Tree stating of : 1) converting at the address listed be- LOST TAIL GATE Woo- Elementary School tive. (802) 623-6324 early birds. 65 Morse t up Pond a single family dwelling low with a copy filed with den, Off Utility trailer on STERS (8) To a good Pace.Rd, to general office use at the register of the Pro- Williston Rd. Between ruE !. Light bei e. Call COLCHESTER, HUGE 1035 Hinesburg Road, bate Court. The claim Williston dump and Wind- Individual needed to per- optic gg MOVING SALE! Must JE C Mov g sale! and 2) construction of a will be forever barred if it jammer. Set. 7/20, form l wide range of ---- 5pm. (802) 863 clerical and pare support ' sell ever thin Sale Kid ask, d adult 10,500 sq. ft. general of- is not presented as des- Call(802)985=3468 Y �! atonal/technical support starts Satur ay, Aug, cloth s, car mist. }ice building at 1045 Hi- cribed above within the tasks in the Summit 6, (10) Rhode Island Y hous hold item Baby nesburg Road. The four month deadline. LOST TOOL BOX tasks tin School Ltb- 3rd, runs until Tuesda , y 1 yr old, healthy. Aug. 131h! Electronics, swing toys. Sat. 8- Between 4:45 and 5:3 ran in Essex Junction. 2 amendment consists of take all. Call (80) Dressers, Fans, Air Con- 4pm. 1BrownsT increasing the size of the Dated Jul 3,2002 am between Orwell Y 819 Y Qualified candidates ditioners, Car eta, Kit• JERt H0, 8/3, 9am• eneral office buildin at 22A and West Port, No Wei Carpets, g g NY. Tools are initialed must have a good ge- the bi HOUSE TRAILER chen Table and Chairs 4pm, un. 814, 9am• 1035 Hinesburg Road by Date of First Publication: with B.S. Black tool hero/ knowledge of lib- iveable condition, you $50, Kitchen Storage 1p HUGE 2 family 1830 sq.ft., for a total of July 26,2002 box with Red lid. Box rary organization and sy- W. move! Call to take a Cabinets $20-$30 Queen a Entertainment 13,880 sq. ft. general of. Date of Second Publics• stems with previous ex- Ser Aok. 802 388-2028. Bed Complete 50, center water skis, chil- tion: has metal cover. ( ) P fice space, 1035 8 1045 Reward involved! perience and/or training Dispa' r * * * * * * * $50 Bedroom F ure dren' toys & clothes, Hinesburg Road. August 3, using computerized lib- $5-$50, Bunkb ds $50, adult clothes, kitchen 9 802 948-2421. 9, P Certilit INTORY OF SMALL 2. A p p l i c a t i o n rary information systems encr SAL BUSINESS (802) Plus Size Clothing $1-$5, a p p I i n c e s, + much #CU-02.17 of Chittenden Address of Probate Court a. desired. Good general of. farina, 336. Woman's Shoe and more! S Snowflake Dr., Solid Waste District Probate Court Personas fice/clerical and argent- Anti r3, *****x* Boots size 10, miscella- offRt off Griswold St. seeking conditional use District of Chittenden z-bonal skill are also de- - neous books and tapes. MILTO Fri, 12.5, Sat 9 approval under Section PO Box511 DSENE NEATER Ke• Angel collectibles, Mir- Burlington. VT 05402- n. Smaller model. ions, Desks and Book- 3 Kid clothes & toys 26.05, Conditional Uses, 0511 Is a wick. In good cases. Over 700 videos Many o er odds & ends. of the South Burlington 12Lena urt. Zoning Reg ulations. a_(802)872.2668: $2.50 each. Jewelry and f Signed: Elizabeth W. — accessories. Cash and MILTON�6181 /Sat. $12 & 3, Request is or permis- Ferguson KITTENS carry. 9 a.m. to 9 p.m. 9.4pm. Rollin Irish Sion to amenda previ- 7048Indian Peaks Tri. black short hei. 8 Call for an appointment Rd. Bohelves, dres- ously approved plan for a Boulder, GO80301 (s old. (802) 744- or just stop by. 2088 ser,washryer,etc. hazardous waste collet- Telephone(303)530.4364 Malletts Bay Ave. APL MILT 0 M 0 V I N G tion facility to add addi- r * * * * * >c * D. Ring doorbell. Hurry i tional pavement within AZINES i5 ears of !n for best selection- SALE at., Aug. 3, the Conservation & Open July 26,2002 and Y from n o n Pm. Space District, 1011 Air- Illustrated. (802) ••Great Prices. Priced August3,2002 II C II 802 ace Sleeper s fe, dresser, port Parkway.m sired. Position pays I $9.40/hour and is avail- Vermt able for 7 hours/day for of Fr 183 days/year. Full bene- fits package. For more 16s01 details, visit our website at at www.ccsu.k12.vt us a (click on Emplo ment V.1 a Opportunities). ap- ply, send letter, resume and three names of re- ference to the address below. EOE RM 336 to se . a ( ) clothes, ikes, to s, e 5667orjuststopby. Y 3. Final plat appli- Lost Found ******* Chittenden Central AR, free to good Hakka s ow tires & cation #SD-02-48 of Ba- Jee a! One very large COLCHESTER Sat. 8/3, much more 63 Bradley nanas University, Ltd to FOUND CAGE BIRD OARAGE SPACE WANT• Supervisory Union 2-) Oscar. These Sun. 814. 9.4. Multi-fami- Street too for signs amend a planned unit ED Near 38M. Call Attn:1Human Resources P In Colchester. Please (203) 938 0680 21 New England Drive SlieAxb :al fish are ideal for fy. Large appliances, golf from Rt.7. development consisting call and identify 9 tanks. This s a balls, children's stuff. MILTON Multi -family of 210 residential units, a (802)878-8663 Need to rent your EssexJcL,VT05452 I -so not dinner, please. Much, much more. Off Lawnsale!Lotsof 61 room hotel, a 20,000 apartment? Give us a Automotive 802) 899-4088. 2A, 102 Canyon Estates. SELL 'IDLE ITEMS' 011 A call at 668.3321. _ items.Glassware, toys, sq. ft. movie theater CLASSIFIED AD. CALL656.3321, RESTORATION ,TO COPIER Floor Let Classifieds work clothes, coffee table, (1000 seats), a 22,500 GOLF FOR TWO TECHNICIAN Makeyr al. Does Everything. for you. Call658.3321 end table, etc. sgAt. restaurant/retail/- FOUND CAT Adult Gold Plus cart at Basin Har• A NON-PROFIT OR- 14CardinalDr,Milton. indoor recreation/day colored Tiger cat. Not borClub.$75,Call Our Vermont Rod & Cus- COLCHESTER Saturday Y tom department at Heri- IZATION ONLY! You August 3,8.3. Selling Sat. 9.4& Sunday114. care building, a 3500 sure if male or female. (802)862.6354 toe Ford needs a resto- ip.(802)893.6207. toys, books, kitchen- MILTON, Saturday 8/3 sgAt. restaurant with No collar, short haired illard TICKETS 5 for The Who ration technician inte- /Ht>L VER PIANO, Doesn't ware, living and dining and Sunday 8/4. 9 am to drive through service and cat on�7/28nd �CaISiOtoWiden- at Madison) Square Gar- rested in servicing clas- OI needs repair. You room furniture. 5pm. A little bit of eve- a bank with drive through of 802 658-0733. den on 814/02. Special sic & late model high up! Please call (802) 7Dunlop Way (across rything; some antiques. service. The amend- Y ( ) quest with Robert Plant. performance vehicles. 1605 from Airport Park off 124 Maplewood Drive. ment consists of con• FOUND CAT Domestic, $63 each (Sec. 425, Must have experience in Wit WHEELCHAIRS Buckingham Drive.) SHELBURN Saturday, venting 2150 sq. ft. of shorthair, gray tiger w/a Row El. Call (802) 864- body repair painting, rr,• 19 € Y, 11000 sq. ft. used for little bit of orange, In 5264, leave message, kootenYNospifal ENOSBURG FALLS were August 3, 9am - 3pm. indoor recreation/day Countryside in Essex Jct We'll call you back. 9 Some inmechanicalrtcknow- Moving Furniture; books, older care to educational facili- on 7/20. Call (802) 878- led a is re uired. Must y ( )' . Beds Could BeAtNu here before, join us again Macintosh CPUs/mon- t martial arts 7 3516toidenti WANTED: 5 ladies to g q Cost To You with pri- for the final sale. Sat - itors/printers/books; wear and demo ladies have own tools and take tar &su supplemental Sun August 3-4 9AM- Fayette Road. y pp 9 some Hi-Fi, appliances, FOUND CAT •Gray, Tan fashion jewelry. Must Pride in a job well done. � urance.Calltolltreeto SPM. furniture, dolls, children's items, house• 4. Preliminary plat g White. Near Creek have car. Call evenings Pa commensurate with ialify.1-866-WHEEL-ME collectibles,, house hold hold. 204 Littlefield Dr. application #SD-02-46 Farm & Bay Rd in Col- only: (518) 846.7418 and ability, outstanding bene- items and more. 6751 and final plat application cheater on 7/29 call 802- ask forlinda. fits, booming business. Chester Arthur Rd. SO. BURINGTON Moving #SD•02-45 of Lewis 985.2248 IBIT, 4 mos. old, Sale. 14 Arbor Rd. Beds, Family Partnership to WANTED: SHARE DRIV- erZtaW able, sweet. To a ESSEX, 603 Dalton Dr., table, chairs, couches, amend a 29,160 sq.ft. FOUND- CELL PHONE ING AND EXPENSES, w/ + 1 home only. Call Fort Ethan Allen, M Sat. electronics & more. Call auto sales and service Verizon phone. Found on teacher, to Los Angeles, 899-2486. No early birds! Lots of 862-4293 or come Sat. commercial complex, Rte. 15 near Old Fort CA. Depart 8/18, arrive r�t� pWd BITS,99(2) small baby tun and useful stuff. Aug. 3rd, 10-2pm. The amendment cons. Ethan Allen. (802) 324- 8/22. Reference ex- South Buftolion y SO BURLINGTON ) 2961 or (802) 453 2637. thane 802 878 6682. its. Ready to go. ESSEX Fri, 8/2, Sat, 8/3, fists of: 1 construction a 9 • ( ) (802) 644-2566 any- Sun, 8/4, 9.3. Huge mov- 9 am-2 pm Saturday 1670 sq. ft. addition to FOUND DOG Male Gol- if interested, please call ing sale. Great kitsch, 10Deerfield Rd. an auto sales & service den Retriever mix in Bob at (802) 865-8110 1-81 ! 12 x 25, tan, all collectibles, furniture. 6 Furniture, children's facility, and 2) site modi- Shelburne on 7/30. Call for information or apply as bound. Great vintage tropical murals, toys, clothing, fications, 1301.1325 (802)985-2248 in person at the dealer - etc. 204 Sand Hill Rd. bles, books, computer, Shelburne Road. FOUND PHOTOGRAPHS ship on 1600 Shelburne ar fi )e. Readyy to use. andmore!Please,no 5 . A lication Road, or online at 802)655-9311. ESSEX JCT Huge, estate- p p (2) uppe, College St. I -so /garage sale. We have early birdsl #CU-02-18 of Rice Me- Near South Willard. One www.hernagevt.com rA 84 inches, and recently moved a large SO BURLINGTON, morial High School for 4x6' photo of male & r, brown corduroy J3urltngton estate to 7 Ira MULTI-FAMILYI Lots of conditional use approval female couple mid 20's condition. Call (802) Allen Dr. We will be sel- furniture, children's under Section 26.05, age, & one 2x3" of wa 1311ling the contents on Au- items, toddler bed. Conditional Uses, of the man from other photo. Employment * * * * * * ** gust 3rd from 8-2 only. Saturday 8/3 and Sunday South Burlington Zoning Call (802) 865.3921 EVOUTSI ISION Mitsubishi, There are thousands of 8/4, 10 a.m. to 4 p.m. Regulations. Reef nest !s FOUND — PHOTOS in Emmp oment FT floor model. Needs items. Furniture includ 67AirportParkway. for permission to add to road on Sunny View e tweaking. (802) ing, old painted cup- (2) 8'X22' softball du- Drive, Jericho. Cell 802 ACCOUNTANT Captive 4551 boards. tables, chairs, SO BURLINGTON Sat. outs to a secondary ( ) m mt firm seeks exper, If you love sales, Irav, dressers, wicker, book- 8/3 9-2. MOVING/E- gouts facility, 99 Proc 899 9979.. p 9son to be in charge of want to j i n J w i o u i n ;r use than sittin n cases. etc. Also many STATE SALE! Antiques, tar Avenue. FOUND; 6" square Glad our Burlington office. o o r t u n i t i c s are now < yard! Bridgestone antiques, collectibles, newer furniture, oria nt anal 6. Final plat appy- food storage container. Must be a CPA and ma- Ad ve r t i s i n / m a r k e r i n t e n z a R E 9 2 tools, glass, pottery, li- paintings, cation #SD-02-49 of If you can identify jor responsibilities will in• g hens old paper items, copper Indian weather- Acadia Realty Trust to what's inside, it must be elude: preparation of fi- approach. s e I f - n, o r I v a t XGT (4). Michelin vane, ualit carpets + Y . P P �t XGT V, 195/EOR14 books cookware, and quality P amend a previously a -Yours. Call (802) 879- nencial statements and will Fit i n . 11 s e your t Call Modi (802) 655- household items .of all mtsc! 542 Golf Course proved planned unit de• D799 new business day. kinds. Truly a huge Sale! Rd• veiopment consisting of FOUND WEDDING BAND Requires knowledge of rising campaigns i n r 1 Priced to sell. Look for STARKSBORO, Sat. and a 100,784 sq. ft. shop- On July 9th at Coastal captive operations, in- We e k I y base salary fill ►MATO BASKETS signs by Go-go gas on Sun. from 9am - 5pm. ping center in two build- Gas station on Williston eluding regulatory re- based on meeting / e x c i e, funnel shaped. Suzy Wilson Rd. Baby, kids, toys, kit- ings. The amendment Rd. Call to identity. (802) quirements. We are a 1899.2052 _ ESSEX JCT MOVING chen, and much morel consists of increasing 425-2592. subsidiary of American Send car ADMILL, Sears Lifes- SALE! Washing machine, 161 Mason Hill North. the size of the • main FOUND white dove, Re and offer a comp. sa= 10 MPH Step Con- futon, Sat, 8/3, 8-4, 1005 UNDERHILL MOVING building by 6470 sq, ft, found in Village of Col- fart' and excellent bene• Human t 2 hp DC motor, Ethan Allen Ave, (802) SALEM Sat. 8/3, 9.3. for a total of 107,254 sq. cheater on 8/1. Call to tits. Please send 1'hr tit. e ear clip. Good 655-2668. Baby items, dishes, !t for both buildings, 516 identify(802)864.3719. resume and salary re- 191 Cullegc Sri (ing condition. Call tools, electronics, etc. Shelburne Road. quirements` to: Becher 8 j434-2481 ESSEX JCT 218 Rive 2 0 Lower E n g I i s h LOST BOX OF TOOLS Carlson, 21700 Oxnard YL SIDING About 2.5 Rd. Fri & Sat. B•4pm Settlement Rd. File 15 to Copies of the application Fell off trailer around St., #1800, Woodland 1 or 26 panels, 8% oods ki7 or dsclothesBooks gahol River Rd. 1.8 miles on are available for public 7/31 ru SREWARD! nCall pbroosk n�labcht, Hills, CA &comp tl Cif'bf am color. Call 802 left. inspection at the South ( ► (802) 652-0877. anies.com 5499. ESSEX JUNCTION, Aug. WILLISTON, 7 Chelsea Burlington City Hall. Burling WATERBEDS.2 3 and Aug. 4, 9am•5pm. PI., Sat 9-4 & Sun 9-1 I queen, and I super At (2) locations: 30 Please no early birds) A L sirife.Call (802)434- Prescott and 31 Jackson Furnishings, clothing,F Route 294after 4 m,lvms. Heights. Gas grill, furni- household items, and all The Burlington F,,e, r,r., r 1 CITY OF SOUTH BURLINGTON DEPARTMENT OF PLANNING & ZONING 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 (802) 846-4106 FAX (802) 846-4101 August 14, 2002 Alexander Lewis General Partner 114 Mt. Philo Road Charlotte, Vermont 05445 Re: 130I-1325 Shelburne Road Dear Mr. Lewis: Enclosed is the agenda for next Tuesday's Development Review Board meeting a my comments to the Board. Please be sure that someone is at the meeting on Tuesday, August zo, zooz at 7:30 p.m. at the City Hall Conference Room, 575 Dot Street. Sincerely, J Raymond J. Belair Administrative Officer Encl./td To: Applicants From: Stephanie Smith, City of South Burlington RE: Project Staff Notes Date: July 26, 2002 Re: Preliminary and final plat application of Lewis Motors, 1325 Shelburne Road Overview: This project consists of stormwater improvements and a showroom expansion. Issues: ■ The applicant should provide existing and proposed front yard coverage along Holmes Road. ■ The applicant is proposing green ash in the landscape plan. South Burlington is over -planted with green ash. The applicant should use an alternate species. English oak and honey locust are two species of trees that are salt tolerant. ■ The site plan shows 163 parking spaces, 62 spaces are the minimum parking requirement per the zoning regulations. Are these all these spaces for customer parking? If not the plan should show the designated areas for display and vehicle repair/storage. The applicant should be aware that South Burlington requires 1 handicap accessible space /25 customer parking spaces. ■ In the western corner of the lot where the plan indicates "temporary construction entrance", will this drive remain after construction. If so, the circulation at this point appears to be unsafe as two way traffic from two different points may try to use this access, which has no clear circulation pattern. A 900 angle intersection or stop signs maybe wise to prevent accidents in this location. ■ The two (2) storage containers proposed for the northwest corner of the lot should be moved to the south to comply with the 15 foot side yard setback requirement. Completeness of Plan: The applicant has submitted sufficient information for Development Review Board to consider the application with the above exceptions noted. Please provide additional information by August 13, 2002. Recommendation: Staff recommends this application be authorized to proceed for preliminary and final plat consideration at the August 20, 2002 DRB meeting. 575 Dorset Street Phone: 846-4106 Fax: 846-4101 Fax To: Alex Lewis From: Stephanie A. Smith Fax: 862-0544 Date: July 29, 2002 Phone: Re: Pages: 2 CC: Re: Preliminary and final plat application of the Lewis Family Partnership Dear Mr. Lewis : Please find attached the preliminary comments on the above referenced application. The project is currently scheduled to be considered by the Development Review Board on August 20, 2002. If you wish to respond to these comments or submit additional information, please do so no later than August 13, 2002. Please be sure that someone is at this meeting to represent your application. If you have any questions, please feel free to give me a call. Sincerely, �f �S:i� �_� Stephanie A. Smith Associate Planner City of South Burlington, Planning & Zoning LitePro 1.05 Point -By -Point Results PROJECT: Lewis Motors/95068-04 AREA: Display 03 GRID: 400 Citat PREPARED BY: DAB VALUES ARE FC, SCALE: 1 IN= 60.OFT, HORZ GRID (U), HORZ CALL, Z= 0.0 Aug 12, 2002 Computed in accordance with IES recommendations Statistics GROUP MIN MAX AVEI AVE/MIN MAX/MIN + 0.291 13.9 1 3.21 1 11.20 48.27 ,---Z-AXIS 098.90 683.90 668.90 653.90 638.90 623.90 608.90 593.90 578.90 563.90 548.90 ,33.90 518.90 503.90 488.90 473.90 458.90 443.90 428.90 413.90 398.90 383.90 368.90 353.90 338.90 323.90 308.90 293.90 278.90 263.90 248.90 233.90 --,218.90 203.90 188.90 173.90 158.90 143.90 128.90 113.90 98.90 83.90 68.90 53.90 38.90 23.90 8.90 RECEIVED Aub 1 . IWU Clfiy of So. Burlington 0.85 0.88 1.01 ;' 0.76 '0.38 ' + + + + + + 1.74 1.63 2.15 285 C56-. 0.63 0.76 0.55 + 2.20 + 3.08 + `+ 9.16 7:22 -.1:21 + 1.21 + 1.41 + 0.70 + 1.72 + 469 +Ot.........+ 10.7 P42 3.67 :-.. + 1.82 ......... 1.75 ' ..r .....0. WI ---... + ].32 + 1.10 + 3.64 + + + 7.96,. 6.3b' 2.84 + 2.88 +...... 3.62„ ' ,.. ,a W 1,,..... - + 0.72 + 0.69 + 1.91 +-' + + 2.82 -159 1.94 + ` 2.5, 6_,, ..-�+�..a 6.30r W2 + 0.29 + 0.45 + 1.01 +..........+ 130..,,1.22 1.43 1,80 .. f 58 , t„ + 0.31 + 0.55-..1.12 +_. + + 1.95 2.10 + 1 ;0, +; ... 0.88 O' W 1 ;......... ....0• awl Q:42• + 8 1.60 2.03 + + + 3.18 + 3.47 + 2.74 .`1.13 + + 082 +' 2.10 4.05 4.75 3.31 2.57 2.01 1.70 3.20 3 35 1 '. - a: 14 " -- ,0.51 + 1.20 3.40 8.64 8 + + r 7.81 2+ 2.78; 1.69 -1.59 2.49 3.04 3.14 2.11 1.43 1.84 L39 1.46 ` 1.34 1.25 ; 1.03 641. 1.00 3.01 8.31 10.6 6.53 3.01 2,94 + 4.97 5.28 ; 3.00 1.81 1.56 2.05 2.87 3.19 335 2.22 3.35 2.6"' 1.24 ;..0.77 1.15 186 :2.97`" 4.1Q., 3.16 1.95 2.16 4.88 4.tOlf R 5 85, 2.71 2.57 3 61 :3:43. 3.67 4.54 3.28 676 ,,''�i4 1 1.7 ^ + + + ' + + +, + + P42 +; ' ' + + ' r + +. + ' ,P3 6.54- 1.44 1.92` 2.81 1+97 1.20 0.93 " 1.49 3.82 9.23 9.95 6.21 4:d0 _6A4 10. Y 7.80 537 2.44 3.49 "'6.441; 8.05 b.4T' + 067 + 0.80 + + IOD 1.39 1.81 + 1.53 + 1.53 + 1.50 .+ 2.22 •. + 3.29 -4,�4 3.00 2.83 + 6.14 +'P42 11.2 -.._ '+ 6.17 + 2.24 + + P:73....239 2.02 .. '^ +' "W + 0.78 + 0.97 : + + + :'1.18 1.12 1.10 + 1.00 + 1.06 + 1.80 + 2.37 + 2.98 + 2.26 +` ---.+ 1.71 1.9i + 3.20 + + 6.07 6.27 + 3.60 + 1.94 \ ""+-,,,' j+ 1.07 '0.92 / 1.26 1.05 1.24' 1.45 1.28 1.21 1.10 1.12 1.09 1.27 1.59 2.08 1.82 2.40 3.17 2.68 3.1Q 1.91 1.31 0.82 0.38 2.90 1.80 2;?2 1.74 1.27 1.14 1.22 1.20 1.25 1.36 1.21 1a9 1.23 1.43 2.01 3.11 4147 2.12 1.83 1.66 0.65 OP '0�� 4.14.12 9 1.27 1.30 1.28 1.29 1.46 1 66 320 %3.23 K37 -• 4.-751�1050--31. - a + + + + + + + +' ..+ + + + + + + + + + 4.87 3.05 3.93 - 4'43 3.3.0 2.26 2.22 1.98 2.26-•..1.66 1.34 1.16 1.28 1.34 1.58 2.18 3.64' 2.77 4.53 81% 7. 3 2.48 5.78 &W._ 7.65 ' 470 2.13 1.58 2.27 2.51 2.46 2:27-.,1.41 1.45 1.65 2.45 3,31 2.32 3:63 5;W 3.99 ; 1.92 5.87 9.99 I'P42104 3 91,,, 7 86 5;W ;` 3.60 "S 1.68 2.39 2.50 2.?1.... 4.02 j 2.73 2 46 � 65 100 1.07 2:86..5.58 6.42 3.73 419 7:41.,,. ]06 1" 'K91 2.21 2.42; 2.89 3.42 4.93 3.55 401 56T 2.50 135 2.42 2.02, 2.61 5.87 12.1 8.85 4:68 3.71 + 640 + 7.43' t 6�1 + 4iS9 + 3.15 66_ + 9:�P394 + + + 2.23 . 1$0 : t 84 + 1* 1 + :° 3.92 + 4.06 + 2.84 +' 4.02 + 8 68 Q + 1" P42 r + 4.75 + + 3.14' " 4.�4 _' '+ 7.19 + 0 $3 + 27.2 a 2.10 + 177 + "1.50' + 2,66 + 5.83 + 9.33 + 8.25 + 3.68 + 2.24 _2.13 + 2.11 2:"_ 2.05 2''96 :' 4.50 4'63 2.63 -2.16 05 00,;_f ' O`}'...i.+ _`�row1 2.91 `'4:46_�3.35 3.72 4.51", 2.96 K, 2.59 5.22 8.6i( ' 2.75 32.75 62.75 92.75 122.75 152.75 182.75 212.75 242.75 272.75 302.75 332.75 362.75 392.75 422.75 452.75 482.75 512.75 542.75 572.75 17.75 47.75 77.75 107.75 137.75 167.75 197.75 227.75 257.75 287.75 317.75 347.75 377.75 407.75 437.75 467.75 497.75 527.75 557.75 X-AXIS Page I Permit Number SD- 62. - qL CITY OF SOUTH BURL INGTON APPLICATION FOR PRELIly FNARY 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 r; _ r _r . , 2) LOCATION OF LAST RECORDED DEED (Book and page #) , n 3) APPLICANT (Name, mailing address, phone and fax # 4) CONTACT PERSON (Name, mailing address, phone and fax #) �AL,�c , 1' S) PROJECT STREET ADDRESS: /3 �p 4-IT, 6) TAX PARCEL ID # (can be obtained at Assessor's Office) /,1�O - 6 / ; C f , C & / (S V 0 -1325. C 7) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) ,, Q 4mja�j b) Proposed Uses on property (include description and size of each new use and existing uses to remain) llorT Ai-10. c) Total building square footage on property (proposed buildings and existing buildings to remain) 3o.7/C9 LI d) Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and mezzanine) /Q' e) Number of residential units (if applicable, new units and existing units to remain). f) Number of employees & company vehicles (existing and proposed, note office versus non -office employees): ' , GQ g) Other (list any other information pertinent to this application not specifically requested above, please note if Overlay Districts are applicable): h) List any changes to the subdivision, such as property lines, number of units, lot mergers, etc.: 8) LOT COVERAGE a) Building: Existing Lt,_. i % Proposed -t % b) Overall (building, parking, outside storage, etc) Existing % Proposed c) Front yard (along each street) Existing / 2 ,-� % Proposed / 0 (J % 5/'ZA G-r'hyj kd - 9) COST ESTIMATES a) Building (including interior renovations): $ /,� ,o C1 T b) Landscaping: $ c) Other site improvements (please list with cost): ( r>�� , L t l M 10) ESTIMATED TRAFFIC a) Average daily traffic for entire property (in and out): 9 6;' b) A.M. Peak hour for entire property (in and out): qR -) `' c) P.M. Peak hour for entire property (In and out): 149 11) PEAK HOURS OF OPERATION: 8'z> 0 A n s2;- JP i[�% 12) PEAK DAYS OF OPERATION: 13) ESTIMATED PROJECT COMPLETION DATE: a.. f , :a 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 (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). 9 I hereby certify that all the information requested as part of this application has been submitted and is accurate to the best of my knowledge. Do not write below this line DATE OF SUBMISSION: I have reviewed this preliminary plat application and find it to be: ❑ Complete ❑ Incomplete Director of Planning & Zoning or Designee Date Exhibit A - Property Description :Main piece, parcel or tract of land, with improvements, located in the City of South Burlington, 1prised of the following: parcel l has a frontage on the westerly side of Shelburne Road of 162 feet, a northerly sideline of 244.82 feet, a southerly sideline of 250 feet, more or less, and a westerly or rear line of 203.55 feet. 5 feet, a northerly Parcel 21:as a fi•ontage on the westerly side of Shelburne Road r1 less, andl3 southerly sideline of 250 feet, a westerly sideline of 123 feet , more of 250 feet. Parcel 3 has a frontage on the westerly side of Shelburne Road, in two segments, of 200 feet, a northerly sideline of 250 feet, a southerly sideline of 250 feat, more or less, and a westerly or rear line of 200 feet. Parcel 4 is bowided on the east by the westerly sideline of Parcel 3, the westerly sideline of Parcel 2, an intersecting right of way 00 f � �wCstcClyrown R deline of 325 73 feetoad and the westerly . EXCEPT eline of Parcel l; a northerly sideline of 200. approximately 22,100 square feet thereof as was conveyed to the City of South Burlington pursuant to a warranty deed, dated OctoberRecords of the City of South Burlington �S, recorded in Volume 214, Page 346 of the Land ands heels l and 2 are separated by Crown Road, so-c o oh A, H�sori recorded in Volume are all and the e211, inveyed to Alexander S. Lewis by warranty deed of ige 22 of the Land Records of the City of South Burlington. exander S. Lewis trcels 3 and 4 are all and the same lands 3 from John A Harrison, Teand premises conveyed to lco ded in Volutne199 Pagc a warranty deed dated December 7, 1983, N of the land Records of the Ciiy of South Burlington. arc els 1, 2, 3 and 4 are depicted on a plan entitled: "Property Plan, Joseph A. &Lorraine A. T, Scale 1" = 100", prepared by Warren Robenstien, dated December 30, nnavan, Shelburne, V 968, revised August 15, 1969, and recorded in Volume 80, Page 121 of the South Burlington .and Records. og4thcr with a 30-foot non-exclusive right of way and easement gm edin pursuant t to an Pale ment Iced, dated December 17, 1986, from Lakewood Associates, 271 of he Land Records of the City of South Burlington. warran 3XCF.PT so much thereof as was conveyed to the State V 1>un °409, Pagett to a 86 of the o tU hdccd lated May 28, 1997 by Alexander S. Lewis, recorde 3urlington Land Records. sh ip by Being all and the s:unc lands and prcrnises conveyed L1999 and recorded Vorluma 467, Page warrani deed of Alexander S. Lewis, dated October 25 613 of the South Burlington Land Records. CITY ENGINEER'S COMMENTS FOR 6/4/2002 DEVELOPMENT REVIEW BOARD MEETING LEWIS MOTORS INC.-SHELBURNE ROAD 1. SHELBURNE ROAD IS A STATE MAINTAINED ROAD. WORK WITHIN IT REQUIRES A STATE PERMIT. THE STATE IS PLANNING IMPROVEMENTS IN THIS AREA. WORK SHOULD BE COORDINATED WITH THEM TO AVOID CONFLICT. SAS REALTY CO. 1. A PLAN SHOWING SEWER PIPE SLEEVE DETAIL SHALL BE FOR REVIEW AND APPROVAL. DEVELOPMENT REVIEW BOARD 4 JUNE 2002 PAGE 5 Mr. Dinklage asked if there is anything that can be done to further improve front yard coverage. Mr. McClellan said very little. He felt a lot of the "eyesore" nature of the property is due to the adjoining property. He also noted that tenants are using that adjoining property which makes things look worse than they are. Mr. Belair noted there have been some use changes in the building that are not allowed. He said he wanted to get this straightened out before a permit is issued. Mr. Dinklage asked the applicant if they would be receptive to redoing the property if a zoning change resulted in higher density. Mr. McClellan said absolutely. They would just have to work out the numbers. Ms. Quimby moved to approve Final plat application #SD-02-31 of Williston Road Management Co., subject to the stipulations in the draft motion of 4 June 2002. Mr. Farley seconded. Motion passed unanimously. 9. Sketch plan application #SD-02-29 of Lewis Family Partnership to amend a previously approved 29,160 sq. ft. commercial complex with auto sales and service. The amendment consists of a 1670 sq. ft. showroom expansion and stormwater improvements, 1301-1325 Shelburne Road: David Lewis said a lot of what is proposed has to do with the Shelburne Road project. They have been waiting to do some already approved work until that project is completed. With the new work, additional showroom space now makes sense. Mr. Belair said the stormwater and drainage plans are OK with the city. Mr. Lewis felt the lot will look much better. There will be more trees and curb cuts will be closed or combined providing additional green space. Members agreed to hear preliminary and final plat together 10.Public Hearing: Conditional Use Application #CU-02-10 of Lawrence Caron for conditional use approval under Section 26.05, Conditional Uses of the South Burlington Zoning Regulations. Request is for permission to expand parking area for an auto repair and service use including auto sales, 4095 Williston Road: and 11.Site plan application #SP-02-29 of Lawrence Caron to amend a previously approved site plan for a 12,000 sq. ft. auto repair and service facility including auto sales. The amendment consists of expanding the parking area, 4095 Williston Road: DEVELOPMENT REVIEW BOARD MEMO June 4, 2002 MEETING Building 1, 1996 Building 1, 2002 parking Building 2, 1996 Building 2,2002 parking J and P Electric J and P Electric I Frank Cota (Ight Frank Cota (Ight (repair) (repair) manfctering) mnfctrng) 2 1060 sq. ft. 3736 sq ft 12.45 900 sq ft 900 sq ft Bob Beauchemin Williston RD Prprty Williston RD Prprty (retail) Mngmnt (office) Frank Cota (storage) Mngmnt (office) 3736 sq ft 1600 sq ft 6.4 900 sq ft 900 sq ft 3.6 Creative Touch Williston RD Prprty Williston RD Prprty (repair) Mngmnt (office) Black Tie (storage) Mngmnt (office) 1600 sq ft 1060 sq ft 4.24 450 sq ft 450 sq ft 1.8 Patchen RD TV Loomis Property Repair Mngmnt (office) 450 sq ft 450 sq ft 1.8 Banners Unlimited (retail) Loomis (storage) 900 sq ft 900 sq ft 0 Tae Kwon Do Tee Kwon Do (school) (school) 1,800 sq ft 1,800 sq ft shared Building 3,1996 Building 3, 2002 Building 4,1996 Building 4,2002 Ground Control Lndscp (storage) Lemieux Security Vt. Hemporium 2 apartments 1,020 sq ft 1,020 sq ft 9 1,200 sq ft 600 sq ft /ea 4 Franks Garage Rich Barrett (storage) (Storage) 2 apartments 2 apartments 864 sq ft 864 sq ft 0 600 sq ft /ea 600 sq ft /ea 5 32.09 9) LEWIS FAMILY PARTNERSHIP —SKETCH PLAN,1301-1325 SHELBURNE ROAD This project consists of an amendment to 29, ] 60 square foot auto sales and service commercial complex. The amendment consists of a 1,670 square foot showroom expansion and stormwater improvements. This property located at 1301-1325 Shelburne Road lies within the C1 and Bartlett Brook Watershed Projection Overlay Districts. It is bounded on the north by the Lakewood Commons commercial complex, and the west by a distribution/warehouse and fire station, on the east by Shelburne Road, and on the south by Holmes Road. Coverage/setbacks: The building coverage is 14.6% ( maximum allowed is 30%) The proposed overall coverage is 67.3% ( maximum allowed is 70%). The proposed front yard coverage is going down from 76.4% to 59.3% (maximum allowed is 30%). These calculations take into account the widening of Shelburne Road. 18.2 50 7 DEVELOPMENT REVIEW BOARD MEMO .tune 4, 2002 MEETING The applicant is proposing an addition to the showroom, which would encroach into the 40 foot front yard setback. The Board can approve a modification of front yard setback (Section 25 of the zoning regulations) under Section 12.406 (b) of the zoning regulations if the modifications are in accordance with the conditions and objectives of Commercial 1 District. Parking: The parking requirement is 62 spaces, not including vehicle storage. The applicant is proposing 163 parking spaces. Only three (3) are marked accessible, the requirement is six (6) accessible spaces. The plans should revised to show the additional accessible spaces. A bike rack is shown on the plan. Landscaping: The applicant should provide a landscape plan with the preliminary plat application. Traffic: This property is located in Traffic Overlay Zone 2 which allows this property to generate 107.7 vehicle trip ends (vte's) during the P.M. peak hour. The applicant is proposing a 1,760 square foot addition. 1TE estimates the current facility generates 75.773 vte's. The addition will increase the vte's to 85.255, representing an increase of 9.48 vte's. The applicant should be prepared to pay the anticipated road impact fee based. on these calculations. Bartlett Brook Watershed Protection Overlay District: A portion of the property is located within the Bartlett Brook Watershed Protection Overlay District. For any development occurring within the district, information should be submitted to Heindel and Noyes for inclusion into the City's stormwater hydrology computer model for preliminary plat submittal. Lighting: The applicant proposes 30 foot, pole mounted fixtures for the auto sales lot. . Cut sheets are provided for review by the Director of Planning and Zoning. Dumpsters: A screened dumpster storage area is provided. 10) AND 11) LAWRENCE CARON—SITE PLAN AND CONDITIONAL USE — PARKING LOT EXPANSION. 4095 WILLISTON ROAD. This project consists of an amendment to a previously approved site plan for a 12,000 square foot auto repair and service facility including auto sales. The amendment consists of expanding the parking area, 4095 Williston Road. This property is in violation of the South Burlington Zoning Regulations. This property located within the Mixed Commercial Industrial, C.O., and Traffic Overlay Districts is bounded on the north by Williston Road, on the east by land owned by Charles Davidson and the Muddy Brook, on the south by the Muddy Brook, and on the west by commercial development. 9 DIE rART1vi' 4,T-' O]F li �!IaT `1�T c ©I�T1r1'T 375 DOFt,SET ST13�;J^1 SOUTH B URL,ENGTOl T, `JEF,.Ie1foO 71 _ 05a03 (802) 846-4106 +I�:7 (802) 346-4101 Per3iiit );lumber SI;- APPLICATION FOR LPN_. SUBDIVISION PLAT REVIEW All information requested on this application must i:,e completed in foil. 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 ward. For amendments, please provide pertinent information only. 1) NI /OWER OF RECORD (Naane as sh/o�mi on deed. mailing address, phone and,"a-.,- #) L+ 0WAf S hrY iAj 1`rLi-tn U,r 1 n 132� �7� uraa ICci..:7n, 17,,7�1� 4fJ, �%y (�ijfC7� 2) I.,OCA1TION OF LAST RECORDED DEED (Book and page #) Va I Ll m(ri 446 j, F'��¢1 G�3 3) APPLTCA1`TT,(M nie, mailing address, phone and fax #) Al Y1'41 jz'wjS f a-r-tr, vf� 4} COt-TTACT PEISOK (i ia,ne, mailing addres56 s, hone a d fax #) 5) PROJECT STREET ADDRESS: 13a/- !3:15 �%��i/�rlrn � l��r�. .�f. � �,m 1rU(�fofli JV 6) TAX PARCEL ID # (can be obtained at Assessor's Office') ILA YO O/3d1- C & - 3' 2,,�, C 7) PROJECT DESCRIPTION / a) E,d.stin.g Uses on Property (including description and size of each separate use)��,� 4l �d> b) Proposed Uses on property (include description and size of each new use and existing uses to remain) rj 1 n '—T c) Total -wilding square footage on property (proposed buildings and existing b Idings to remain) d, Height of building & number of floors (proposed buildings and existing buildings to remain, specify if basement and amezzanine)j b' e) Number of residential units (if applicable, new units and existing limits to remain) 11 i) I -am a c"- Ter ?r �.' chi ` -6stmg sand p opo cd, rcte o_'�a�ti rJas acn7oiilice �I v.��`io S i:..::)�s:c'3.i�. • �I�, c��S u � �� pioyees):_a G) fi ,o�r� �r 2 G'�� rn h� �� r . " ) i c �v h orgy_ 0�4 /'n w �1 suer (ii" any other. inform "on �'ert'iinent — 3 his apph anon nor specificaiSy requested ,wove, lease note if Overiay Districts are applicable): ) LOT COYERAGE a) BL,fl ling E2 s g %'f ; 3 % 1 To-cosed + :�. d,Jla7ePnilCoon ng, peg, outside storage, etc) Existing G 6. 7 % Propos ed Lj2 , ,7 c) Front yard (along each 3Ureet) Eidson L LI fi *% Propose / 0 �'% % S h a l b u - r,• COST ESTIMATES �) EaxRlr Ag (lnil�ld � iTit rlor re3?�?�r L!:S /b 0, O bO �� LaYICi p ,vy 0 0, Other site i pro-veets (lease list with post): 2( sz, ) ESTB4ATEI ��TC Avrerage daily oaf Fic for entire property `in and out): 9r, �) Alvi Peals hour for enure property (mi and out):-- - -/g } .M Peak how for =dm propertyy (In and aut): �4 PEAK DAYS QE OPEL4TION: ESTLK/LA TES PRO,IECT CO NJTLETION DATE: , to rL,r D (,3 PLAINS AND .PEE plans shall be submittedwhicli shows the information listed on E;dubit A attached. Five (5) regular size copies and 011m, iced. crpy (11" A 17") of the plans must be submitted. A subdivision application fee shall be paisi to the pity at the time ibmitting the final plat applicadon (see E-dnbit' A). T hereby cerbff� that all the -' rmation requested as part of this application has been submitted and i I info ic is accurate to the best of my knowledge. Do not write below this line DATE OF SUBMSSION: [ have reviewed this final plat application and find it to be: CrComplete ❑ Incomplete Director of Planning & Zoning or Designee Date I Cal/VA ��- '�cw ytiar ccwj�4�.. K�3 zsati No Text CITY OF SOUTH BURLINGTON DEPARTMENT OF Pl AT"I ZI TG & ZONING 575 DORSET STREET SOUTH BURLINGTO , VERMO T 05403 (802) S46-4106 FAX (802) 846-4101 Permit Number SD- V Z,, - 2 ` q 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 #) Evil ►S VAoA % `� ARTNE1Z51� 1 P �1 .o. box 4511 5- b\1T. 0S40(o 2) LOCATION OF LAST RECORDED DEED (Book and page #)_ 3) APPLICANT (Naive, mailing address, phone and fax #) 'i>A.J 11') & . L1PvJ l! I L.Ew 15 M6TaRS. 163C-- . �(- b-sq t>3 'CcS 8-- 113 0 4) APPLICANT'S LEGAL INTEREST R T THE PROPERTY (fee simple. option, etc.) ,,�4c;m� 5) CONTACT PERSON (Name, mailing address, phone and fax #) A ZcW45 a 6ox q5l( BL)ec.,-JGTok), i. boa - -413C7 b) PROJECT STREET ADDRESS: 1325 f� �U,D fi i3o 7) TAX PARCEL ID # (can be obtained at Assessor's Office 8) PROJECT DESCRIPTION a) Existing Uses on Property (including description and size of each separate use) .c2..17� lYI n Ti i/ir' RE-Ta4iL /467PX1 R-- b) Proposed Uses on property (include description and size of each new use and existing uses to remain) c) Total building square footage on property (proposed buildings and existing buildings to remain) Q 0oO d) Proposed height of building (if applicable)-5�i')')� e) Number of residential units (if applicable, new units and existing units to remain) f) Other (list any other information -pertinent to this application not specificaliv requested above, please note if Overlay Districts are applicable) - 9) LOT COVERAGE a) Building: Existing && % Proposed Z, b) Overall (building, parking, outside storage, etc) E xisting-&&L-1—% Proposed 0-25 % c) Front yard (along each street) Existing So 1% Proposed °/® 10) TYPE OF EXISTE\TG OR PROPOSED ENCUMBRAij\TCES ON PROPERTY (easements, covenants, leases, rights of way, etc.) JjT/ ( 7-/�V E161-17- d-r WAV 11) PROPOSED EXTENSION, RELOCATION, OR MODIFICATION OF MUNICIPAL FACILITIES (sanitary sewer, water supply, streets, storm drainage, etc.) n//Y Co E` / -S rr, s.� , „ i .1 r-c,W i . ,4 /Ji/ - , i .-:_' 4-- c' 12) OWNERS OFRECORD OF ALL CONTIGUOUS PROPERTIES & MAILING ADDRESSES (this may be provided on a separate attached sheet) " —p—Ir , x c 1 �7 13) ESTIMATED PROJECT COMPLETIOIoT DATE n- Q✓a ✓ goo 2 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 free. I hereby certify that all the information requested as accurate to the best of my knowledge. Do not write below this line DATE OF SUBMISSION: I have reviewed this sketch plan application and find it to be: Complete ❑ Incomplete Director of Planning & Zoning or Designee has been submitted and is LSi C.1,1kSSiL —GL_Z ro2wc.i[.fl �Qvt,a 0o W S,gag- Hcl t.. R4tS�a, toc>0L cL-l. FT LJm-sm%kV r-MT' �Na-%-t> 6\-CZ 1t\e Gf->►—s-�2 L— SEE LUMINAIRE FOOTING DETAIL TYPICAL LUMINA1RE � P 1993 TRUDELL C,N,ULT,N(,,4,D,,IMTAIL '1I L-LTOOIS =owo.2o � ►-42ow iDJ W S,>p..� y�-tvt nL NAu� SEE LUMINAIRE FOOTING DETAIL TYPICAL LUMINAIRE ( 1` 14 1993 TRUDELL CONSULTING S,ETAIL Y L-LT001S LitePro 1.05 Point -By -Point Results PROJECT: Lewis Motors/95068-04 AREA: Display 03 GRID: 400 Citat PREPARED BY: DAB VALUES ARE FC, SCALE: 1 IN= 60.0FT, HORZ GRID (U), HORZ CALC, Z= 0.0 Mar 26, 2002 Computed in accordance with IES recommendations Statistics GROUP I MIN I MAX I AVE I AVE/MIN I MAX/MIN + 1 0.151 13.8 1 2.72 1 17.94 1 91.35 Y-AXIS 698.90 683.90 668.90 653.90 638.90 623.90 608.90 593.90 578.90 563.90 548.90 533.90 518.90 503.90 488.90 473.90 458.90 443.90 428.90 413.90 398.90 383.90 368.90 353.90 338.90 323.90 308.90 293.90 278.90 263.90 248.90 233.90 218.90 203.90 188.90 173.90 158.90 143.90 128.90 98.90 83.90 68.90 53.90 38.90 23.90 8.90 P3 wl..._.. a W 1....... '0w2 :- 040.,,_0.61 .: . + + + + +`- WI 0 20 0.35 0.62 1 45. 0 39 w1 ...... 1 0.29 0.51 1.27 4.48 4,71 1.02 0.26: Q +........ 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S:49.., _�kR ` 2.9'_ :1.49 1.28 1.70 2.10 2.96 2:32-..,1.71 1.53 1.69 2.49 3,52 2.33 3.63 .. 5:60 3.99 0 ._-... 1.21 3.07 4.51 "5P 351 '207.,,__163 2.42 3.16 47 2.13 2.48 2.77 2.74..,4.05 2.75 2.47-,..2.66 3.01 L¢7 ."'+ + 0.94- + 2.10 + 2.40 + 2.05 1.35 -10 --'+ , 4.72 W ;` + 3.99 : +( 2.30 + 2.45: + + 2.96 3.46 + 4.93 + 3.56 +'......+ 4.{,l ,' 5.0X + 2 SO . 0:34 + 0.29 + 0.51, + 0.79 + 1.57 + 3.78 ...P4' + 4.77 '4 61 +. ; 3 78 ' + 645 + + + 7.43 6 33 '4;61 3.15 6.63 + %Q - 94 + 0.24 + ,0.;! :+ i 0.16 + 0,24 + -0.69 + 2.11 + 2.36 + 3.69 -k 86�"'15,P424.75 + l, + + 3.14''"4S9„'7.19 0.f£'i - + Q.27 + ,+ `OSI ,0.8$ + 2,41 + 5.75 + + 9.29 8.23 + 3.67 ++ 2.24..,_2.13 + + 2.11 142 . 1.8¢ 2 RS ,' 4.45 4.60 2.62 2 15 f 75 0.67, :+ °w1 + 2.82 + 4:41,f 3.32 + 3.70 t' 43+0 + 2.96 2.56 5.20 8.600 - 2.25 1.91 3.83 6.81 3 22 071Y 1.04 •. + 1.47 : + 2.24 0.54 oW3 z. 10 2.75 32.75 62.75 92.75 122.75 152.75 182.75 212.75 242.75 272.75 302.75 332.75 362.75 392.75 422.75 452.75 482.75 512.75 542.75 572.75 17.75 47.75 77.75 107.75 137.75 167.75 197.75 227.75 257.75 287.75 317.75 347.75 377.75 407.75 437.75 467.75 497.75 527.75 557.75 X-AXIS Page I A WIDE VARIETY OF OPTICAL CHOICES HIGH-PERFORMANCE VERTICAL BURN OR HORIZONTAL BURN '. Vertical Burn Utilizing a sag lens, Vertical Burn fixtures control light output and distribute light more evenly over a larger area. High-performance reflectors surround the vertically oriented lamp to deliver brilliant light and provide maximum lighting distribution and uniformity. This creates better "see -ability" and efficiency using fewer fixtures, thus lowering your total cost of ownership, ■ Greater lighting effectiveness and efficiency with fewer fixtures ■ Lower energy costs ■ Lower installation costs ■ Lower total cost of ownership Horizontal Burn When your lighting requirements include sharp cut-off luminaires with a high degree of light control, specify Horizontal Burn. Utilizing a flat lens, horizontal lamp orientation and high-performance reflectors, Horizontal Burn fixtures allow you to place more direct emphasis on ground elements without sacrificing uniformity. ■ Powerful, sharp cut-off illumination — meets IES Full Cut -Off Classification ■ Excellent for areas with strict zoning requirements HousiNG One-piece aluminum housing is available in small, medium 7 ' and large sizes, Welded and ' finished corners provide a clean, sharp appearance, increased housing strength and weather -tight construction. LENSIGASKEI Clear, flat tempered glass lens SOCKETS or sag tempered glass lens is Porcelain, mogul -base sockets feature sealed to the housing with an spring -reinforced contacts for long life. EDPM gasket to prevent entry EASY ACCESS of moisture and insects. Standard doors feature two captive, L1GH7 SOURCES stainless steel door fasteners, which Designed to operate with either provide secure closure and easy a High Pressure Sodium; Super access. Optional, on Citation II fixtures, Metal Halide Reduced Envelope; is a new spring -loaded quarter-tum 01 Super Metal Halide; Pulse -Start fastener which allows for "toolless Metal Halide; or Metal Halide lamp entry" by hand, or "ground re-lamping" with mogul -base sockets. A clear FixTURE SHown: with_a special re-lamping tool. Ground lamp is supplied as standard. CT2111 crranoN n re-lamping is only available on vertical burn Citation II fixtures. BALLAST High -power factor type ballast is designed for -200 F operation. Ballast is mounted to the housing reinforcing plate. BRACKETS Aluminum bolt -on bracket is shipped standard (21/2" x 6" x 6" on small models, 21/2" x 6" x 8" on medium models, 21/2" x 6" x 12" on large models). Optional 6" bracket is available for single and D1800 configurations. INTERNAL FITTERS Upgrading to the Citation Series is easy and cost-efficient with one of LSI's patented Internal Fitters (U.S. Patent No. 5,599,094). For existing 4" or 5" square poles, insert an Internal Fitter in the pole, and turn to tighten. REFLECTOR OPnow The Citation Series offers a wide variety of reflector choices to meet your needs, including these high-performance options: CITATION 11 (CT2H) HORIZONTAL LAMP/FLAT LENS OPTIONS TYPE 3 TYPE 5 CITATION 11 (CT2V) VERTICAL LAMP/SAG LENS OPTIONS FORWARD THROW TYPE 5 Optional Ground Re-Lamping A ground re-lamping option is available for vertical burn Citation II fixtures with lower pole heights. A special ground re -tamping tool opens and closes the unit, in addition to removing and replacing the lamp, making re-lamping remarkably easy. ■ No bucket truck or ladders necessary ■ No need for the added expense of hiring an outside contractor ■ Maximum tool length of 15' Pulse -Start Metal Halide Lamps CITATION MEDIUM (CTM) TYPE 5 With Pulse -Start Metal Halide lamps (available on Citation II vertical burn fixtures only), you can enjoy the white light of Metal Halide, along with the energy efficiency and lumen maintenance of High -Pressure Sodium. PULSE -START CASE E0 cw �Y320 Super CWA Consider the benefits: COMPARE (Standard M.H.) (Pulse -Start) ■ Longer lamp life (up to 30,000 hours) w ', Pulse -Start 365 Watts `a t, Metal Halide ■ More lumens per watt ,," . Whiter 26,400 ■ Better lumen maintenance for more light output over time L "" 90-110 ++ + 20 ■ Improved color stability and less color shift s0-E5% 35-7so + + ++ 8116.00 ■ Faster warm-up + + + 15-30 Total Savings = $30 X 20 = $600 Per Year, Forever! 1121 - Small A - Asymmetrical (Hodzontal lamp) 3 -Type III FT -Forward Throw 5-Type V CT2V - Small FP - Forward Perimeter (Vertical lamp) I 5 - Type V CTM - Medium I A - Asymmetrical (Horizontal lamp) 3 - Type III FT -Forward Throw 5-Type V CTL - Large A - Asymmetrical (Horizontal lamp) 3 - Type III FT - Forward Throwl 100 HIPS - Hi h Pressure Sodium F - Clear Flat 150 1,150, 250, 400 Watt Tempered 175 SMH - Super Metal Halide Glass 250 175, 250 Watt 400 MH - Metal Halide 175, 250 Watt SMHR - Super Metal Halide Reduced Envelope 400 Watt MHR - Metal Halide 150 PSMV - Pulse -Start Metal Halide CT - Clear 175, 250, 320 Watt Tempered 175 SMVR - Super Metal Halide Sag Glass Reduced Envelope 400 Watt 250 MH - Metal Halide 175, 250 Watt 320 HPS - Higgh Pressure Sodium 150 Watt 400 MHR - Metal Halide 250 HIPS - 400 SMH - MH- 1000 I HIPS - MH - Hi In Pressure Sodium 250, 400 Watt Super Metal Halide 250, 400 Watt Metal Halide Higgh Pressure Sodium 1000 Watt Metal Halide 1000 Watt F - Clear Flat Tempered Glass 480 V BRZ - Bronze 6BK - 6" Bracket MT - Multi-Ta5p3 BLK - Black (CTL and CTM)4 TT - Tri-Tap FLIP - Platinum Plus PCR - Photoelectric Control BUF - Buff Receptacle WHT - White LL - Less Lamp GRIN - Green C - Coated Lamp NO - No Options TE/GR - Toolless Entry/ Ground Re-Lamp6 Example o/ Typical Order 1) CTL-FT - Forward Throw reflectors are field rotatable. 5) Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V, 277V and 347V. CSUS 2) For international voltages, consult factory. Tri-Tap is pre -wired for 347V. Alternate voltages will require field re -wiring. LISTED 3) MT -Multi-Tap is shipped standard unless otherwise specified. Multi -Tap consists of 120V 208V, 240V 6) Ground re -lamp option available on CT2V onlyy. Listed for wet locations. and 277V Multi -Tap is prewired for 277V. Alternate voltages will require field re -wiring. Toolless entry option available on CT2V and CT2H only. 4) A 6" bracket can only be ordered with single and D180 configurations on CTL and CTM. Note: PCR factory installed and pre -wired for 277V. Alternate voltages will require field re -wiring. Note: Various reflector models are protected by U.S. Patent 6,152.579. JE + Includes Bracket. D90o D1800 T90o TN1200 t190o Parallel _Small Citation (CT2V) 6" Bracket 1.5 2.4 3.0 3.9 3.9 4.7 — Small Citation (CT2H) 6" Bracket 14 2.2 2.8 3.6 3.6 4.4 — Medium Citation (CTM) 8" Bracket 2.2 3.9 4.0 6.1 6.2 7.8 — Larne Citation II 0012" Bracket 3.2 5.1 6.4 8.3 8.5 10.2 5.1 ICCESSORY ORDERING INFORMATION (ACCCSsorfes are Descri Order Number PC120V - Photocell 122514 PC208V - Photocell 122515 PC240V - Photoce9 122516 K277V - Photocell 122517 PC480V - Photocell 122518 FK120V - Single Fusing FK120V FK277V - Single Fusing FK277V DFK208 240V - Double Fusing DFK208, 240V DFK480V - Double Fusing DFK480V FK347V - Single fusing FK347V Polyester -powder coat finish is guaranteed not to crack, peel or oxidize for five years BUFF GREEN WHITE BRONZE m. ". is C.tATi;0 ,yg TC?Lk4'M` BLACK PLATINUM PLUS LSI LIGHTING SYSTEMS 10000 Alliance Road Cincinnati, Ohio 45242 (513)793-3200 Fax (513)984-1335 www.Isi-industries.com Description Order Number CT2V HISS - House Side Shield 122519" CT2H HISS - House Side Shield 12251911 _ CTM HISS - House Side Shield 122520" CTL HISS - House Side Shield 122521" CT2H PLS - Polycarbonate Shield 122522 CTM PLS - Polycarbonate Shield 122523 CTL PLS - Polycarbonate Shield 122524 _ RPP2 - Round Pole Plate 162914" _ BKS-BO-WM-'-CLRWall-Mount Plate 123111CLR Ground Lamo Changer 132678A "Black only AF D—A— I c :]] Bl \T/ jE J SAG LENS BRACKET — CT211 (Small) 20-118" 8" 14.5/8" 6" 11-1/4" CT2111 (Small) 20-1/8" 8" 14-5/8" 6" — CTM (Medium) 25" 8" 18-3/8" 8" — CTL (Large) 29" 10" 21" 12" — 2-BoLT PATTERN Note: A six-inch bolt -on bracket is shipped standard with a small Citation. An eight -inch bolt -on bracket is shipped standard with a medium Citation. A twelve -inch bolt -on bracket is shipped standard with a large Citation, unless otherwise noted. ii-ii=PCWER(-DF1r4iE © 2001, LSI INDUSTRIES INC. 1850 Rev. 5/01-10M LlghAgSystems"' e DIMENSIONS �0T-A-� CL2 9 c CLL Bracket - 8 2-bolt Pattern A B C D CL2 (Small) 19-7/16" 1 10" 14-5/8" 6" CLL (Large) 1 29" 1 10" 1 21" 1 12" Note: A six-inch bolt -on bracket is shipped standard with the CL2 Small Classic. A twelve -inch bolt -on bracket is shipped standard with CLL Large Classic, unless otherwise specified. CL2 CLASSIC LUMINAIRE EPA CHART Includes bracket. 1W %wom 01* + Single D90° D180° T90° TN12D° Q90° Parallel (uses no arms) Small Classic (CL2) 6" Bracket 1.5 2.4 1 3.0 1 3.7 3.8 4.7 2.4 Large Classic (CLL) 12" Bracket 3.0 4.9 1 6.0 1 7.9 8.1 9.8 4.9 LUMINAIRE ORDERING INFORMATION Select appropriate choice from each column to formulate order code. Refer to example below. Luminaire Prefix Distribution Lamp Wattage Light Source Lens Line Voltage, Luminaire Finish Options Horizontal Burn FT — Forward Throw 150 SMH — Super Metal Halide F—Flat Clear 480V BRZ — Bronze 6BK — 6' Bracket (CLL only)° CL2 — Small 175 175, 250 Watt One -Piece MT — Multi Tape BLK — Black PCR — Photoelectric Control 250 SMHR — Super Metal Halide Tempered TT - Tri-Tap PLP — Platinum Plus Receptacles 400 Reduced Envelope Glass BUF— Buff LL — Less Lamp 400 Watt WHIT — White MH — Metal Halide GRN — Green 175, 250 Watt MHR — Metal Halide Reduced Envelope 400Watt HPS — High Pressure Sodium 150, 250,400 Watt Horizontal Burn FT — Forward Throw 1000 MH — Metal Halide F — Flat Clear CLL — Large 1000 Watt Two -Piece HPS — High Pressure Sodium Tempered 1000 Watt Glass EXAMPLE OF A TYPICAL ORDER I CL2 FT 400 SMHR F MT BRZ PCR 1- For international voltages, consult factory. 2- MT- Multi Tap is shipped standard unless otherwise specified. Multi Tap consists of 120V, 208V, 240V, and 277V. Multi Tap is pre -wired for highest voltage. Alternate voltages will require field re -wiring. 3- Tri-Tap is shipped standard for C-UL applications. Tri-Tap consists of 120V, 277V, and 347V. Tri-Tap is pre -wired for highest voltage. Alternate voltages will require field re -wiring. 4- A 6" bracket can only be ordered with single and D180° configurations. 5- PCR factory installed and prewired for highest voltage. Alternate voltages will require field rewiring. ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description Order Number Description Order Number PC120V — Photocell 122514 DFK208, 240V - Double Fusing DKF208, 240V PC208V — Photocell 122515 DFK480V - Double Fusing DFK480V PC240V— Photocell 122516 FK347V - Single Fusing FK347V PC277V— Photocell 122517 CLL HSS — House Side Shield 122521 BLK PC480V — Photocell 122518 RPP2 — Round Pole Plate 162914BLK' FK120V - Single Fusing FK120V BKS-BO-WM-"-CLR Wall Mount Plate 123111 CLR FK277V - Single Fusing FK277V +Black only. 1177 CLASSIC CLL CL2 THE CLASSIC SERIES The Classic Series is LSI's most distinguishable standard fixture, noted for crisp, contemporary lines and elegant styling. The Classic's unique forward throw, achieved through a 17-degree above -horizontal angled lens aperture, produces a high oblique light pattern. The Classic is offered in a variety of lamp types and wattage combinations and achieves a variety of outdoor lighting design effects. SPECIFICATIONS HOUSING One-piece aluminum housing is available in two sizes: small and large. The corners are welded and finished to produce a clean, sharp appearance while increasing housing strength and ensuring weather -tight construction. LENS/GASKET The Classic large (CLL) flat clear two-piece tempered glass lens and Classic Small (CL2) one-piece lens provide a horizontal section which controls back spill and enables a sharp cutoff. A 17-degree above - horizontal angled aperture produces a high oblique light pattern. The lens is sealed to the lens frame with an EDPM gasket. The lens frame is sealed to the housing with a continuous one-piece EPDM gasket. DOOR FASTENERS Aluminum, with two stainless steel captive door fasteners to provide secure closure and easy access with no loose hardware. SOCKETS Porcelain mogul -base sockets. All sockets are pulse -rated. LIGHT SOURCES Super Metal Halide, Super Metal Halide Reduced Envelope, Metal Halide, Metal Halide Reduced Envelope, or High Pressure Sodium. Clear lamp is supplied as standard. REFLECTORS/DISTRIBUTION PATTERNS All Classic fixtures are available with a Forward Throw (FT) reflector system for perimeter lighting applications to eliminate stray light and produce a sharp backside cutoff. The Classic (CLL) reflector assembly combines hammer toned and specular aluminum, while the Classic (CL2) is constructed of semi specular aluminum. Photometric data is tested in accordance with IESNA guidelines. FINISHES Each fixture is finished with LSI's DuraGripa polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling, and is guaranteed for five full years. Standard colors include bronze, black, platinum plus, buff, white and green. BALLAST High -power factor type ballast is mounted to the housing reinforcing plate. The ballast is designed for -20' F operation. BRACKETS A 2-1/2" x 5-3/8" x 6" aluminum bolt -on bracket is shipped standard with a small Classic (CL2). A 2-1/2" x 5-3/8" x 12" aluminum bolt -on bracket is shipped with a large Classic (CLL). A 6" bracket is available for CLL in single and D180° configurations. It must be ordered from the Options column of the ordering chart. Refer to Poles/Brackets section of catalog for other mounting options, which must be ordered separately. A round pole plate (RPP2) is required for mounting to 3"-Y round poles (see Accessory Ordering Information chart). POLES Refer to Poles/Brackets section of catalog for pole information. C @uS LISTED listed for wet locations. PHOTOMETRICS For detailed photometric data, please visit our web site at www.Isi-industries.com CL2 Type FT - Horizontal CLL Type FT - Horizontal Lighting Systems"' 10000 Alliance Road ♦ Cincinnati, Ohio 45242 ♦ (513)793-3200 FAX (513)984-1 335 ♦ www.Isi-industries.com LSI Lighting Photometric Index 8/24/2001 ;-,LASSIC SERIF CL2-FT-400-H PS-F CL2-FT-400-MHR-F CLL-FT-1000-HPS-F CLL-FT-1000-MH-F LS100620.IES LS100619.IES LS 100001 A. I ES LS 100002A. I ES HYDREL. IP65 QQ HYPAK 4000 SERIES CONTROLLED CUT OFF AREA LIGHT DESCRIPTION: The Hypak 4000 is a versatile high performance sharp vertical cutoff luminaire capable of meeting all the needs of area lighting. The unit can be surface mounted, recessed, pole, post, pendant, and base mounted to allow for maximum versatility. To insure long maintenance -free service, Hydrel uses a single die cast aluminum housing and a vandal resistant polycarbonate projecting lens. All hardware is stainless steel. Silicone gaskets assure weather and bug tight seals. 100% Q.C. inspection and pretesting of ballasts are standard. SPECIFICATIONS: HOUSING: The housing shall consist of a one piece aluminum die casting having integrally cast knockouts for 4-0 box entry and for independent mounting on surfaces. The housing shall measure 16 3/8" x 15 5/8" x 6 7/8". The housing shall be provided with a cast aluminum splice box for recessed or surface mounting with exposed conduit. It shall also be provided with cast aluminum accessories making the unit suitable for pole, post, pendant, or base mounted applications. PROJECTING LENS/DOOR: Unit may be provided with either: (1) a vandal resistant prismatic lens providing 180° lateral spread, or (2) a flat polycarbonate lens with 145' lateral spread. The door and lens shall consist of clear, UV stabilized polycarbonate. The lens shall be a minimum thickness of 3/16" (5mm) for maximum impact resistance. The door shall seal with silicone gaskets providing water and bug tightness. The door shall open with two stainless steel tamper -proof fasteners and shall hinge on stainless steel hardware. The door shall be removable for easy maintenance and installation. LAMPS/SOCKET: Most lamp types (E-23 1/2, E-28, E-40) are pulse -rated mogul base except low wattage Metal Halide types (E-17 or E-27) using pulse rated medium base. VOLTAGE: See ordering guide. BALLASTS: All ballasts shall be high power factor type, capable of providing reliable lamp starting for -20' F. MOUNTING CODES: RSB-175 watt max. The unit shall be suitable for wet locations and be able to be mounted over recessed 4-0 box, surface mounted with exposed conduit, recess mounted in concrete, pole, base, and pendant mounted. OPTICAL SYSTEM: The system shall consist of a three element reflector. The main reflector element shall be a 3-piece highly polished aluminum extrusion assembly. Top and side reflector elements shall be specular Alzak® finished aluminum. The reflector system shall be adjustable in the vertical axis and provide Type III and IV sharp cutoff through a range of 70' to 85°. The reflector provides uniform lateral distributions through 180°. The reflector shall have a internal aiming scale for easy, accurate adjustment. The reflector mounting system shall be of 304 stainless steel. To access the ballast box compartment, the reflector shall pivot when released by two quarter turn fasteners and be counter balanced in the open position. FINISH: The housing shall be finished in texture powder coat. Colors shall be black, medium bronze, gray, terra verde green, green, or white. Other colors available - Contact factory. trademark of Lithonia TYPE MODEL NUMBER: NOTE: HYDREL RESERVESTHE RIGHTTO CHANGE ANY SPECIFICATION WITHOUT NOTICE. Any dimension on this sheet is to be assumed as a reference dimension: "Used for information purposes only. It does not govern manufacturing or inspection requirements"(ANSI Y14.5-1973) U.L. LISTED FOR WET LOCATIONS C.S.A. LISTED IP RATING: 65 DIMENSIONS: 16 3/8" (416) ' __7 15 5/8" (397) HYGR111111L 11 3/8" (289) 4 1/2" 6 7/8" (115) I`—I1751 12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342 • PHONE: 818/362-9465 • FAX: 818/362-6548 HYDREL STANDARD DATA SHEETS\LTG-60-1 4/2000 HYDREL IP65 QQ FIXTURE OPTIONS Ordering and Specification Guide HPP44 150S 120 BMS BZ FLG Model: I I T T T T TNHP4 Lamps: (Lamps by others) Incandescent (A-21, Med. Base - Clear Traffic signal Lamp) us European 1161 A-21, med. base N/A Clear traffic signal lamp HID (Fixture is standard with Mogul Base. Med. Base fixtures available as special order) 50S(HPS) ED-23 1/2 mogul N/A 70S(HPS) ED-23 1/2 mogul N/A 100S(HPS) ED-23 1/2 mogul N/A 150S(HPS) ED-23 1/2, ED-28 mogul E-40 mogul 250S(HPS) Ed-28 mogul E-40 mogul Not for recessed applications 175M(MH) ED-23 1/2 mogul E-40 mogul 250M(MH) ED28 mogul E-40 mogul Not for recessed applications 250H(MV) ED28 mogul E40 mogul Not for recessed applications Voltage: (Specify both voltage and frequency) 60HZ 50HZ 120 22050HZ 208 23050HZ 220 24050HZ 240 277 347 Note: Not all voltage/lamp combinations available. Consult factory for more information. Mounting: BMS Base mount, single BMT Base mount, tandem PMS Pole, single PTM Pole, tandem RSB Recessed, splice box SNB Surface, no box SPM Pendant, single SSB Surface, splice box TPM Pendant, tandem Finish: BL Black BZ Bronze WH White GN Green GR Gray TVG Terra Verde Green CF Custom Finish Options: FLG Flat lens tempered glass (175W Max.) FLP Flat lens polycarbonate (150W Max.) SF Single fuse (120, 277) DF Double fuse (208, 240, 480) PER Photo control receptable (photo cell by others) (not available in RSB mounting) QRS Quartz emergency restrike (T-4, mini -can, 150W) (Lamp by Others) TCP Temporary cover plate (Recessed Models only) HYDREL is a registered trademark of Lithonia Lighting For Replacement Parts Consult Factory AlzakT1 is a trademark of Alcoa PHOTOMETRICS: The optical system shall provide sharp cutoff over a range of 70' to 85° above nadir. Peak candle power shall be less than 10' below the cutoff angle with a gradual lowering of intensity to give uniform illumination without hot spots or streaks. The system shall also provide lateral distribution to 1800. 12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342 • PHONE: 818/362-9465 - FAX: 818/362-6548 HYDREL STANDARD DATA SHEETS\LTG-60-1 7/2000 HYDREL HYPAK 4000 PHOTOMETRIC/ORDERING DATA METAL HALIDE 760 CUTOFF SETTING 0 1 W O W 0 0 U) w w ry � 1 cf) 2 3 4 5 5 2 1 .05 5 .2 .1 0 1 2 3 4 DISTANCE IN UNITS OF MOUNTING HEIGHT ISO FOOTCANDLE CHART HYDREL Is a registered trademark of Lithonia Lighting I.T.L. TEST NUMBER: ITL 31756 LAMP: Clear] 75 Watt Metal Halide, rated 14000Lumens CUTOFF SETTING: 76 degrees MOUNTING HEIGHT: 15 feet LENS TYPE: Clear projecting IES CLASSIFICATION: Type IV, very short, cutoff CONVERSION FACTORS Forother Metal Halide wattages and mounting heights, multiplyfootcandle levels by factors listed below. MOUNTING HEIGHT LAMP & WATTAGE 175W 25OW 3' (9m) 25.0 10'(3.1m) 2.3 3.2 15'(4.6m) 1.0 1.4 20' (6.1 m) 56 .77 25'(7.6m) — .49 12BB1 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342 • PHONE: 818/362-9465 • FAX: 818/362-6548 HYDREL STANDARD DATA SHEETS\PDS-HP4-76 M 5/2000 HYDREL CANDELA TABULATION - HYPAK 4000 METAL HALIDE 760 CUTOFF SETTING STREET SIDE LATERAL ANGLE 0.0 5.0 15.0 25.0 35.0 45.0 55.0 65.0 75.0 85.0 90.0 180.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0, 0. 175.0 0. 0. 0. 0. 0. 0. 0. 0, 0. 0. 0, 165.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 155.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 145.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 135.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. V 125.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. E 115.0 0. 0. 0. 0. 0. 0. 0. 0. 0, 0. 0. R 105.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. T 95.0 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 0. 1 90.0 296. 292. 308. 222. 167. 207. 88. 59. 37. 31. 23, C 87.5 397, 405. 376, 264. 195. 446. 117. 72. 47. 36. 25. A 85.0 533. 590. 465. 318. 230. 292. 211. 95. 56. 41. 28. L 82.5 679. 741. 569. 477. 380. 564. 417. 207. 69. 56, 41. 80.0 946. 910, 743. 831. 642. 985. 1022. 532. 79. 76, 68. A 77.5 1378. 1238. 1172. 1520. 981. 1411. 1428. 703. 96, 101. 91. N 75.0 2726. 2218. 2390. 3208. 1956, 1737. 1632. 777. 133. 112. 97. G 72.5 6821. 5289. 5925. 6539. 6668. 5478. 1564. 873. 209. 163. 103. L 70.0 8708. 8548. 8621. 7938. 3708. 2413. 1653. 954, 444. 445. 124. E 67.5- 8940. 8797. 8621. 6580. 3491. 2410. 1777. 1062. 637. 793. 168. 65.0 6909. 7212. 6123. 5021. 3487. 2537. 1789. 1190. 699. 927. 241. 62.5 5196. 5841. 5125. 4354. 3413. 2606. 1807. 1282, 703. 1128, 238. 60.0 4847. 4848, 4710. 3716. 3499. 2643. 1915. 1435. 685. 1252. 260. 55.0 3413, 3557. 3353. 3269. 3421. 2894. 2433. 1629. 644. 1263. 473. 45.0 2403. 2390. 2366. 2802. 2710. 2377. 1653. 1318. 552. 1343. 1114. 35.0 1985. 1990. 1989. 1900. 1909. 1668. 1375. 1192. 414. 478. 409. 25.0 1913. 1913. 1873. 1813. 1664. 1643. 9/22. 184. 151. 152. 105. 15.0 373. 767. 634. 342. 208. 179. 144. 116. 95. 83. 80. 5.0 75. 81. 81. 81. 80. 75. 73, 73. 76, 79, 83. 0.0 72. 72. 72. 72. 72. 72. 72. 72. 72. 72. 72. 1 PLANE OF MAXIMUM CANDELA CONE OF MAXIMUM CANDELA 5800 8700 300 0° VERTICAL PLANE THROUGH MAXIMUM CANDELA MAXIMUM CANDELAAT 67.5° VERTICAL 0° HORIZONTAL: 8940 CONVERSION FACTORS 175W: 1.0 FOR MH LAMPS I 25OW: 1.37 12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342 • PHONE: 818/362-9465 • FAX: 818/362-6548 HYDREL STANDARD DATA SHEETS\PDS-HP4-76-M 5/2000 Hydrel - Products: - Page I of I Photometric File Details The file you selected, ITL31756, has the following attributes: File Name: ITL31756 Base Catalog Number:* HP4 175M (76 Degrees) File Path: ..1Protools\Software\IESFiles\LLPhotom\Outdoor\Hydrel\HP41 HEAVY DUTY METAL HOUSING. SPECULAR ALUMINUM Description: REFLECTOR ASSEMBLY OF EXTRUSIONS AND FABRICATED SHEET. PLASTIC ENCLOSURE. BEAM ELEVATION IS ADJUSTABLE. BEAM SET AT 76 DEGREES. Product Type: Number of Lamps: Lumens per Lamp: Efficiency (Total): Efficiency (Up): Efficiency (Down): Max Candela: 8940 Wall-pak 1 14000 (as tested) 39.7 0 39.7 At H = 0 At V = 67.5 This product belongs to a family that includes products that are available in the following source types and mounting types Source Types (for family): Mounting Types (for family): High Pressure Sodium Recessed Metal Halide Wall Mounted Consult specification sheet for full ordering information. Close 4-MajifyBrands- Cc 2002 Acuity Lighting Group, Inc. I Contact Us I Last modified 07106101 http://www.hydrel.com/les—detail.asp?Filename=ITL31756 3/18/02 Date Project Name Project Number Project File Group Name Power Density Luminaires Used Project Schedule Mar 26, 2002 Lewis Motors 95068-04 Site OLPLZ <All Groups> 0.02 Watts/Sq. Ft TYPE OTY TEST# DESCRIPTION CT4T 8 LSI00517 LSI, CTM-FT-400-SMH-F, [TEST] LSI00517 IES; LSI LAB R, EPORT CTM-24 IES [DATE] 9-9-98 LAMPS: 1 400MH 26400 LUMENS BLST.• , WATTS= 365 P400 6 LSI00619 LSI, CL2-FT-400MH-FT, [TEST] LSI00619 IES; CL2-3 IES, [DATE] 7/2/99 [MANUFAC] LSI I LAMPS: 1400MH, 32000 LUMENS, BLST. WATTS= 454 WP25 3 GE8835 GE, W25C-07-M-1-MED-DB, WALLIGHTER 250 CUTOFF [TEST] GE 178835 [MANUFAC] GE, Lighting Systems - Hendersonvi LAMPS: 1 70 MH 5000 LUMENS BLST: WATTS= 85 WP76 6 ITL31756 HYDREL, HP4175MH, <!DOCTYPE HTML PUBLIC "-//W3C/, /DTD HTML 4 0 Transitional//EN LAMPS:(]) 175MH 14000 LUMENS BLST.• , WATTS= 175 Assemblies Used ASSY OTY DESCRIPTION TYPE MHT ORI TILT ROLL BRKLEN BRKROT P3 6 P400 P400 26.00 0 0 0 0.00 0 24ft Pole 2ft Base P4 4 CT4T CT4T 30.00 0 0 0 0.00 0 28FT Pole 2ft Base P42 2 CT4T CT4T 30.00 0 0 0 0.00 0 28ft Pole CT4T 30.00 180 0 0 0.00 180 2ft Base W 1 6 WP76 WP76 15.00 0 0 0 0.00 0 Wall Unit W2 1 GE WP 70 WP25 10.00 0 0 0 0.00 0 Wall Unit W3 2 GE WP25 WP25 12.00 0 0 0 0.00 0 Wall Unit f TRUDELL CONSULTING ENGINEERS, INC. P.O.Box 308 478 Blair Park Road Williston, VT 05495 802-879-6331 fax: 802-879-0060 www.trudeliconsulting.com To: City of South Burlington Dept. of Planning & Zoning 575 Dorset Street South Burlington, VT 05403 LETTER OF TRANSMITTAL Date: 4/8/02 1 Proj. No.: 95068 Attention: Mr. Raymond J. Belair _ Re: Lewis Motors, Inc. Copies Date No. Description 5 4/12/02 SP1 Lewis Motors — Site Plan 5 4/12/02 SP1 Lewis Motors — Site Plan 11 x17 Reduced THESE ARE TRANSMITTED as checked below: .... ........................................ ............................................... .......... _..................... ,........................................................... ......................................... _... __..__..... __..... --..... __---- .....,_............................... ................ _----................. ............................................................................. _....... _ .................X..................For aPprova................................................................................................._............_............_............_Approved as submitted..... Resubmit copies for approval �............ For your information Approved as noted Submit copies for distribution ................................. .. .......................................... As requested j Returned for corrections Return corrected prints �. .. ..... . ......................... ...... ...... ............................ For review and comment I ! .............. .. ......... ........_....................... _.... ............. .................. .... _....... _._.......................... _._.... _.................. ............................ ......._.......__......._................................................. _................. _.............................................._.__....................................-__..............._ . .. ._- For bids due Printed returned after loan to us —._............:...................................................._..............�.._...........__......---..._..._..._....................__._.............—_.______..._..._..__................_.__...._.......---................................................................................................................_.......... _... _............................ ... _.......... J REMARKS: Enclosed please find the revised site plan for the Lewis Motors site on Shelburne Road. The area coverage's have been updated per your request. Please call me if you have any questions. COPY TO: Dave Lewis, File SIGNED: Jeremv M. Matoskv. P.E. 95068t01 Ray6-01.doc If enclosures are not as noted, kindly notify us at once. M E M O R A N D U M To: Chuck Hafte , City Manager From: RayBelairRonin and Planning Assistant 9 9 Re: Land Swap at Station #2 with Alexander Lewis Date: April 16, 1997 The Planning Commission on 12/10/96, in conjunction with approval of a planned unit development at 1301-1325 Shelburne Road, approved a boundary line adjustment involving land owned by the City of South Burlington and Alexander Lewis (see attached map). The City would convey to Mr. Lewis a strip of land (shown in green) consisting of 1447 square feet. Mr. Lewis would convey to the City a triangular parcel (shown in yellow) consisting of 1674 square feet. The purpose of the land swap is to place a portion of a retaining wall constructed as part of the Station #2 project on to City owned property. Apparently, it was recently discovered that a portion of the retaining wall was built on land owned by Alexander Lewis. Fire Department personnel brought this error to Mr. Lewis' attention when it was discovered. Mr. Lewis is willing to proceed with the land swap if the City takes care of the paper work. •4 , . �' S .4, y,. , �►.t : , A -- - EMTING PROPERTY UNE D 1 ISM' 6 6$'44'41 " E D 0-fY Lw EASEWNT FOR %W iv3o25l 7-7 +� EXISTNR•r PAS • `� - - - 30' EASMIENT N & "f0'290 W E.fAIMNG I PARCEL 1 ) ALE. 128.16' _----- i ( PARCEL 2 ) 15.86' N Od'1� 8q 2-e W I �I z ALEXANDER IEWS I V• 211, P. 22 W 1.80 ACRES o �f6 ��.� �m� S� 0, Vev (�- Sir �$l �/L) (-r- G /0 (�) =. 0. 7e7 L- 1v (X) -, 4 7/ 'Tre 6 (1 (" ew FORM NR-1 COMPUTATION OF TOTAL NON-RESIDENTIAL IMPACT FEES PROJECT DATA: (1) "EFFECTIVE DATE" FOR TAX CREDITS: (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS vph (3) ESTIMATED PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (From current tax assessment) �� units (4) TOTAL FLOOR AREA AFTER �j/� CONSTRUCTION / v s.f. ( 5 ) TYPE OF USE (6) TYPE OF CONSTRUCTION IMPACT FEES: ( 7 ) TOTAL ROAD IMPACT FEE (From Form NR-2) FORM NR-2 COMPUTATION OF ROAD IMPACT FEES (1) BASE ROAD IMPACT FEE RATE PER PEAK HOUR VEHICLE TRIP END (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (From form NR-1) (3) BASE ROAD IMPACT FEE (1) x (2) $ 226.00 / vte / �. 3 vte WqV 5D (4) PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (from line (3) of Form NR-1) �. di units (5) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE - 1991 BOND (From Table ST-9) $ - (6) CREDIT FOR PAST TAX PAYMENTS - 1991 BOND (4) x (5) (7) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE - 1998 BOND (From Table ST-10) $ (8) CREDIT FOR PAST TAX PAYMENTS - 1998 BOND (4) x (7) (9) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE - 1999 BOND (From Table ST-11) $ (10) CREDIT FOR PAST TAX PAYMENTS - 1999 BOND (4) x (9) (11) CREDIT PER $1,000 OF PRE -CONSTRUCTION VALUE - ANNUAL TAX ALLOCATION _- (From Table ST-12) $ (12) CREDIT FOR PAST TAX PAYMENTS (4) x (11) (13) POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (From line (8) on Form NR-3) (14) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE - 1991 BOND (From Table ST-13) / unit / unit / unit ',units $ 2) / unit FORM NR-2 (continued) (15) CREDIT FOR FUTURE TAX PAYMENTS - 1991 BOND (13) X (14) $ (16) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE - 1998 BOND (From Table ST-14) $ / unit (17) CREDIT FOR FUTURE TAX PAYMENTS - 1998 BOND (13) x (16) $ S (18) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE - 1999 BOND (From Table ST-15) $ >� / unit (19) CREDIT FOR FUTURE TAX PAYMENTS - 1999 BOND <0, (13) x (18) $ (20) CREDIT PER $1,000 OF POST -CONSTRUCTION VALUE - ANNUAL TAX ALLOCATION (From Table ST-16) $ / unit (21) CREDIT FOR FUTURE TAX PAYMENTS (13) x (20) $ (� (22) TOTAL ROAD IMPACT FEE (3) - (6) - (8) - (10) - (12) - (15) - (17) - (19) - (21)5' db FORM NR-3 ESTIMATION OF POST CONSTRUCTION VALUE (1) TYPE OF USE (From line (5) on form NR-1) (2) TYPE OF CONSTRUCTION (from line (6) on Form NR-1 (3) TOTAL FLOOR AREA (From line (4) on Form NR-1) (4) ESTIMATED IMPROVEMENT VALUE PER SQUARE FOOT (From Table ST-17) (5) ESTIMATED VALUE OF IMPROVEMENTS (3) x (4) (6) LAND VALUE (From current tax records) (7) ESTIMATED POST -CONSTRUCTION VALUE (5) + (6) (8) ESTIMATED POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (7) / $1,000 s.f. $ 96_7 / s.f. FORM NR-1 13,-%� COMPUTATION OF TOTAL NON-RESIDENTIAL IMPACT FEES PROJECT DATA: (1) "EFFECTIVE DATE" FOR TAX CREDITS: (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS /"5 vph (3) ESTIMATED PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (From current tax r% assessment) 190 units (4) TOTAL FLOOR AREA AFTER CONSTRUCTION �OS%v s.f. ( 5 ) TYPE OF USE ( 6 ) TYPE OF CONSTRUCTION IMPACT FEES: (7) TOTAL ROAD IMPACT FEE (From Form NR-2) FORM NR-2 COMPUTATION OF ROAD IMPACT FEES (1) BASE ROAD IMPACT FEE RATE PER PEAK HOUR VEHICLE TRIP END (2) ESTIMATED PEAK HOUR VEHICLE TRIP ENDS (From form NR-1) (3) BASE ROAD IMPACT FEE (1) x (2) (4) PRE -CONSTRUCTION VALUE IN UNITS OF $1,000 (from line (3) of Form NR-1) _ (5) CREDIT PER $1,000 OF PRE - CONSTRUCTION VALUE (From Table ST-3) $ (6) CREDIT FOR PAST TAX PAYMENTS (4) x (5) $ 221.72 / vte If, 9 vte $ y3�0, 06 units / unit (7) POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (From line (8) on Form NR-3) a units (8) CREDIT PER $1,000 OF POST - CONSTRUCTION VALUE (From Table ST-4) $ / unit (9) CREDIT FOR FUTURE TAX PAYMENTS $ (7) X (8) (10) TOTAL ROAD IMPACT FEE e,- yb�� (3) - (6) - (9) $ FORM NR-3 ESTIMATION OF POST CONSTRUCTION VALUE (1) TYPE OF USE (From line (5) on form NR-1) (2) TYPE OF CONSTRUCTION (from line (6) on Form NR-1 (3) TOTAL FLOOR AREA (From line (4) on Form NR-1) (4) ESTIMATED IMPROVEMENT VALUE PER SQUARE FOOT (From Table ST-5) (5) ESTIMATED VALUE OF IMPROVEMENTS (3) x (4) (6) LAND VALUE (From current tax records) (7) ESTIMATED POST -CONSTRUCTION VALUE (5) + (6) (8) ESTIMATED POST -CONSTRUCTION VALUE IN UNITS OF $1,000 (7) / $1,000 s.f. $ W / s.f. $ or,.�C)�v /dC''- units State of Vermont �1 "' �• WATER SUPPLY AND WASTEWATER DISPOSAL PERMIT Case #: WW-4-1037 PIN: EJ96-0728 Applicant: Alexander S. Lewis Address: 200-G Lake Street Burlington, VT 05401 LAWS/REGULATIONS INVOLVED Environmental Protection Rules Effective August 8, 1996 This project, consisting of constructing an automobile service/maintenance shop with a maximum of four employees on an existing lot which presently contains an auto service building and a sales building located off Shelburne Road (Route 7) and Holmes Road 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 Act 250 District Environmental Commission, the Department of Labor and Industry (phone 828-2106 or 658-2199) and local officials PRIOR to proceeding with this project. 2. The project shall be completed as shown on the plans Sheet SP1 "1998 Final Site Plan" dated 05-13-96 revised 11-13-96 prepared by Trudell Consulting Engineers, Inc. and which have been stamped "approved" by the Wastewater Management Division. The project shall not deviate from the approved plans without prior written approval from the Wastewater Management Division. 3. 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 Vermont environmental/health statutes and regulations, with this permit. 4. The Wastewater Management Division now reviews the sewage and water systems for public buildings under 10 V.S.A., Chapter 61 - Water Supply and Wastewater Disposal Permit. 5. No alterations to the existing buildings other than those indicated on the approved plan or Water Supply and Wastewater Disposal Permit, which would change or affect their exterior water supply or wastewater disposal or the existing use of each building shall be allowed without prior review and approval from the Agency of Natural Resources. Water Supply and Wastewater Disposal Permit WW-4-1037 Page 2 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. 7. In the event of a transfer of ownership (partial or whole) of this project, the transferee shall become permittee and be subject to compliance with the terms and conditions of this permit. WATER SUPPLY 8. The project is approved for water supply by construction and utilization of the municipal water service depicted on the approved plans. No other means of obtaining potable water shall be allowed without prior review and approval by the Wastewater Management Division. WASTEWATER DISPOSAL 9. The project is approved for wastewater disposal by connection to the South Burlington municipal sewer system. No other method of wastewater disposal shall be allowed without prior review and approval by the Wastewater Management Division, and such approval will not be granted unless the proposal conforms to the applicable laws and regulations. 10. The project is approved for connection to the Bartlett Bay wastewater treatment facility for a maximum of 60 gallons of sewage per day. Dated at Essex Junction, Vermont this 27TH day of January, 1997. Canute E. Dalmasse, Commissioner Department of Environmental Conservation By Ernest P. Christianson Regional Engineer c For the Record South Burlington Planning Commission & Selectboard Water Supply Division Department of Labor and Industry Trudell Consulting Engineers, Inc. a State of Vermont ♦ i'v � !r r Department of Fis`. and Wildlife Department of For_-sts, Parks and Recreation Department of Environmental Conservation State Geologist Januan 24, 1997 AGENCY OF NATURAL RESOURCES Department of Environmental Conservation Wastewater Management Division Essex Junction Regional Office 111 West Street Essex Junction, VT 05452 (802) 879-6563 Alexander S. Lewis 200-G Lake Street. Burlington VT 05401 Subject: WW-4-1037 -- New maintenance shop 4 emp. mun w/s 60 gpd 4.94 acres located on Shelburne Road in South Burlington, Vermont Dear Applicant: We have received your application and fee paid by check 48843 on January 16, 1997, which begins the 30 day in-house performance standards for our review. 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 at (802) 879-6563. We have forwarded your application to the Information Specialist, who will send you a Project Review Sheet indicating other state departments you should contact about additional permits you may need. If you have not already done so, you should also check with toxin officials about any necessary town permits. Sincerely, Irene L. Roberge Administrative Sceretary c City of South Burlington Planning Commission J. Tyler Hart H O M H S T 12 A U 17 1i S I G N I. N C July 14, 1999 Ray Belair South Burlington Zoning 575 Dorset Street South Burlington, VT 05403 Dear Mr. Belair, We have been contacted by our client, Lewis Motors, regarding an old issue addressed and, we thought, taken care of by Dick Ward two years ago, which has recently resurfaced on the Lewis Motors Acura Building, which we performed design/build service to Lewis Motors Inc. Subsequent to completion of the building, Dick Ward called in to question whether the arch canopy surrounding the Acura sign over the entrance constituted an expansion of the building envelope, initially outlined and approved for the building by the engineers representing Lewis Motors in the project The structure in question does nothing to extend the usable area of the building or in fact, to provide even shelter to its users. Its inclusion in design was merely an effort to break up the "big box" look of the building and to provide an attractive base for building signage. After reviewing the condition on site, Mr. Ward concurred that the structure in question did not constitute an expansion of the building footprint and granted the Lewis' occupancy rights to use the building. Apparently, this was never followed up with any paperwork from Mr. Ward, and because the Lewis' are not consistently engaged in the business of designing and building buildings, and since they performed all duties relative to permitting for the project, once they understood from Mr. Ward that they were to receive an occupancy permit, the fact that they were never mailed one did not cause them any concern. They assumed that paperwork had been recorded with the city offices. In fact, Mr. Ward apparently, although granting occupancy, never did any follow-up paperwork to give to the Lewis'. At this point, after two years of occupancy and 183 Talcott Road, Suite 301 • Williston, Vermont 05495 • (802) 878-3303 • FAX (802) 878-3310 Ray Belair South Burlington Zoning July 14, 1999 Page 2 assurance from your predecessor that they did in fact have occupancy rights granted from South Burlington, it seems profoundly unfair to request that Al and David Lewis reappear before the Planning Commission and to subject them to potential unknown requirements. Particularly, in view of the fact that, at this time of transition, vis a vis, the development and approval process, they are put in a very uncomfortable and inconvenient position. It would seem simple enough to make a call to Mr. Ward to establish the truth of the sequence of circumstances as outlined above and to administratively grant them an occupancy permit rather than submit them to one or more hearings and additional expense. We would hope that you would concur that this is the reasonable approach to take in this case. Yohtruly, John HI usner Cc: Jeffrey Feussner Dave and Al Lewis Chuck Hafter, City of South Burlington Joe Wyeth, City Planner City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 16, 1997 David Lewis Lewis Motors 1325 Shelburne Road South Burlington, Vermont 05403 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Planning Commission on December 10, 1996. Please note the conditions of approval. If you have any questions, please give me a call. Si�'1�erely, J e Weith, C ty Planner JW/mcp 1 Encl cc: F.W. Horton City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 16, 1997 David Lewis Lewis Motors 1325 Shelburne Road South Burlington, Vermont 05403 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed is a copy of the December 10, 1996 Planning Commission meeting minutes. Please note the conditions of approval. If you have any questions, please give me a call. Sjherei4ly,Jith, Clanner JW/mcp 1 Encl cc: F.W. Horton City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 January 13, 1997 Irene Roberge Agency of Natural Resources 111 West Street Essex Junction, Vermont 05452 Re: Sewer Allocation, 1301-1325 Shelburne Road Dear Ms. Roberge: ZONING ADMINISTRATOR 658-7958 Please be advised that the South Burlington Planning Commission at their meeting held on November 12, 1996 granted 60 gpd of sewer allocation for an auto service facility at 1301-1325 Shelburne Road owned by Alexander Lewis. This property is served by the Bartlett Bay Wastewater Treatment Facility which has sufficient capacity to handle this additional demand. If you have any questions, JW/mcp cc: Tyler Hart please give me a call. inc; rely J. Weith, ty Planner PLANNING COMMISSION 10 DECEMBER 1996 The South Burlington Planning Commission held a regular meeting on Tuesday, 10 December 1996, at 7:30 p.m., in the Conference Room, City Hall, 575 Dorset Street. Members Present: William Burgess, Chair; John Dinklage, Mac Teeson, Mark Crow, Daniel O'Rourke, Gayle Barone, Marcel Beaudin Also Present: Amy Lindsay, David Lewis, Bill Simendinger, Channel 17 1. Other Business: Mr. Weith updated members on the Wilkins appeal. The Judge denied their application because they had not yet submitted a revised application and because they didn't have a legal access. The Commission might be seeing this again. 2. Review Minutes of 12 November 1996: Ms. Barone moved the Minutes of 12 November be approved as written. Mr. Dinklage seconded. Motion passed 6-0 with Mr. Crow abstaining. 3. Public Hearing: Revised final plat application of Alexander Lewis to construct a 9270 sq. ft. auto service facility on a lot containing a commercial complex of 19,440 sq. ft. for auto sales and service, 1301-25 Shelburne Rd: David Lewis said the building would be toward the rear of the property and would be built this spring. Lot work would be done in conjunction with Shelburne Road widening when that happens. There is an alternative plan if the road widening does not happen. The only change from preliminary plat is an increase in the diameter of the trees. Mr. Dinklage stressed that this will be considered one PUD for all zoning purposes. Mr. Teeson felt a date certain was needed for completion of the alternative plan is the Shelburne Rd. work is not done. Members agreed on 30 July 1999. Mr. Teeson asked if improvements would be bonded for at the outset. Mr. Weith said the only bond would be for landscaping. Mr. Lewis said they have been good citizens and will do the work. Mr. Crow moved the Planning Commission approve the final plat application of Alexander Lewis to construct a 9,720 sq. ft. auto service facility on a lot containing a commercial complex of PLANNING COMMISSION 10 DECEMBER 1996 PAGE 2 19,440 sa. ft. for auto sales and service, 1301-1325 Shelburne Road, as depicted on a three page set of plans, page one entitled "Alexander Lewis Shelburne Road South Burlington, VT. 1996 Final Site Plan," prepared by Trudell Consulting Engineers, Inc, dated 10/1O/96, last revised 11/18/96, with the following stipulations: 1. All previous approvals and stipulations which are not super- seded by this approval shall remain in effect. 2. The plans shall be revised to show the changes listed below and shall require approval of the City Planner. Three copies of the approved revised plans shall be submitted to the City Planner prior to recording. a) The 111998" plan shall be revised to note the correct coverage information. 3. The Planning Commission approves an additional sewer alloca- tion of 60 gpd. The applicant shall pay the per gallon fee prior to permit issuance. 4. Prior to start of construction of the applicant's improve- ments along the Shelburne Road frontage, the applicant shall post a $7500 landscaping_ bond. The bond shall remain in effect for three years to assure that the landscaping takes root and has a good chance of surviving. 5. The Planning Commission grants the applicant a $1100 landscaping credit for existing trees on the site pursuant to Section 26.105 (a) of the South Burlington Zoning Regulations. 6. Any new exterior lighting shall be downcasting shielded fix- tures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. As expressly represented by the applicant, the pole mounted flood lights along Shelburne Road shall be replaced with downcasting shielded fixtures when they are relocated to ac- commodate the Shelburne Road widening. These flood lights shall be replaced with the downcasting shielded fixtures if the Shelburne Road project has not commenced construction by spring, 1999. 7. The applicant shall implement and complete the 111996" plan by July 30 1999 if the Shelburne Road project has not commenced construction by the spring of 1999. 8. For the purposes of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 19.8 additional vehicle trip ends during the P.M. peak hour. PLANNING COMMISSION 10 DECEMBER 1996 PAGE 3 9. Prior to recording the final plat plans, the applicant shall record in the land records a "Notice of Condition" which clearly identifies this entire development as a commercial complex and which legally ties all lands involved in this development into one lot for all zoning, subdivision, and sign regulation pur- poses. The "Notice of Condition" should be approved by the City Attorney prior to recording. 10. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to use of the new building. 11. Any change to the plans shall require approval from the South Burlington Planning Commission. 12. The final plat plans shall be recorded in the land records within 90 days or this approval is null and void The plans shall be signed by the Planning Cormmission Chair or Clerk prior to recording. Mr. Dinklage seconded. Motion passed unanimously. 4. Site Plan application of G.W. Savage Corporation to convert 252 sq. ft. of vacant basement space to medical office (dental lab) in a building containing 1554 sq. ft. of medical office use, 1683 Williston Road: Mr. Fadden said the building was renovated a few years ago and they are now looking to turn the basement area into a manufac- turing area for dentures. There would be one full time employee. No chemicals would be processed on the site. They have added one parking space and some landscaping. There would be no new lighting. No issues were raised. Mr. Crow moved the Planning Commission approve the site plan application of G. W. Savage Corporation to convert 252 sq. ft. of vacant basement space to medical office (dental lab) in a build- ing containing 1554 sq. ft. of medical office use, 1683 Williston Road, as depicted on a plan entitled "Proposed Parking Chances Rz Williston Rd So. Burlington, Vermont," prepared by G.W. Savage Corporation, dated 9128/91, last revised 12/3/96 with the following stipulations: 1. All previous approvals and stipulations which are not super- seded by this approval shall remain in effect. 2. Prior to issuance of a zoning permit, the applicant shall post y CLERK'S OFFICE tip 01, ch 19_3at { P A� Lap In t// 5 Burtington land Reoo�r;' Attest" titi"u.'gp*e�C'A Tea. aa�►. NOTIC . OF DEVELOPMENT ONDITION iMOrgaret A. Picard, City Clerk THIS NOTICE is made this �+ day of December, 1996, by Alexander S. Lewis, of Burlington, Vermont (the "Declarant"). RECITALS A. The Declarant is the owner of lands and premises on the westerly side of Shelburne Road in the City of South Burlington conveyed to him pursuant to (a) a warranty deed, dated December 20, 1984, from John A. Harrison, recorded in Volume 211, Page 22 of the Land Records of the City of South Burlington, and (b) a warranty deed, dated December 7, 1983, from John A. Harrison, recorded in Volume 199, Page 124 of the Land Records of the City of South Burlington (the "Property"). The Property comprises Parcels 1, 2, 3 and 4 and a portion of Crown Road, so-called. B. Such lands and premises are shown and depicted on a plan entitled Lewis Motors U.S. Route 7 South Burlington, Vermont Survey Plat dated October 25, 1996, prepared by Trudell Consulting Enginerrs, Inc., recorded in Map Volume 3%e, Page !.11a of the Land Records of the City of South Burlington (the "Plan"). C. The Declarant has applied for, and received approval from, the South Burlington Planning Commission to construct a 9,720 square foot auto service facility in the location shown on a plan entitled "Alexander Lewis Shelburne Road South Burlington, VT, 1996 Final Site Plan", prepared by Trudell Consulting Engineers, Inc., dated October 1 0,, last revised December 1 1 , 1996. D. It is a condition to the subdivision approval by the Planning Commission that the Declarant make certain undertakings and promises. AGREEMENT In consideration of Ten Dollars and for other good and valuable consideration, the receipt and sufficiency of which is acknowledged, the Declarant hereby declares and confirms that the Property shall be held, sold and conveyed subject to the following covenant, agreement, and restriction, all of which are for the purpose of protecting the value and desirability of, and which shall run with, the Property and be binding on all parties having any right, title or interest therein or any part thereof, and their heirs, successors and assigns, forever: All of the Property is and shall be, a single commercial complex, constituting one lot for all municipal zoning, subdivision and sign VP4 _q�vo ow regulation purposes as of and arising after the date hereof, it being understood that, absent an amendment to the South Burlington zoning regulations, the current non-compliance regarding setback of buildings and size, location and number of free-standing signs shall not be the basis for requiring compliance. IN WITNESS WHEREOF, the Declarant has executed this Declaration. WI'T,NE/SSES: Print Name: /k_'_j' e3 ENO/ / Alexander S. Lewis STATE OF VERMONT -- CHITTENDEN COUNTY, SS. At South Burlington in said County and State on this �l day of December, 1996, personally appeared Alexander S. Lewis, anTeack1nowledged this instnunent by him signed and sealed to be his free act and deed. �:s Before me ti �p Notary blic a 14'�,ys Print Name: H n, l Q 2 ya►My commission expires: 03\ 17055N009Vepj\n0tcGM.ddp END OF DOCU N"tENT CARL H. LISMAN ALLEN D. WEBSTER C.PA. MARY G. KIRKPATRICK E. WILLIAM LECKERLING DOUGLAS K. RILEY RICHARD W. KOZLOWSKI JUDITH L. DILLON CHRISTINA A. JENSEN Mr. Joseph Weith City Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Dear Joe: LISMAN & LISMAN A PROFESSIONAL CORPORATION ATTORNEYS AT LAW P. 0. BOX 726 BURLINGTON. VERMONT 05402 602-864-5756 December 30, 1996 Lewis TELECOPIER 802-664-3629 OFFICES IN FINANCIAL PLAZA AT 84 PINE STREET BURLINGTON. VERMONT LOUIS LISMAN BERNARD LISMAN MARK D. OETTINGER COUNSEL I am enclosing the Notice of Development Conditions, now signed by Al Lewis. I believe that you have the mylar of the Trudell plan. If so, be sure that the recording data for it is inserted on the first page when the Notice is ec ded. ery Carl H. Lisman CHL/ddp Enclosure 17055\009 FAX NO, "^r88a38�9 LF•�.1J�LJ�.6.'drW{�\+=Riiir" f�~%�T�i�,.�1 �..1d BurlinZoa, • ermont (the "DSrblCiS JtI`II\ RECTTAT.S A. The D--,c11Wai t l.a #Lle u r lanes and c: ; { r ,� �-yy= s p rnis� ,,.� �es� r , ie of Shelb ume Road in the City of Sn'uth Bz l- 'cxl :�ti ,,, y,� r-3 Mr,, ptnu�t to �a a .A'arra�z dery clat�d DCw�mbe 20, 1984, Erom Joirisor ju A i-iax,, raco:��d. i!: Volume 211, Paso 22 of the Land Recor& of ti:e city of South Burlington, aad ;o} a Y•v�rr j r' ue i, dal ted Dumber 7, 1983, from John A. Harrison. recorded in Volumc i99, ?agt 1? cf tat. 1=Mld Records of the City of South Burlington (th^ Property") The kr rne-q com,,,--' :��,�,., , 1, 2, 3 and 4 and aportion ,)1TtTwn Road;, an -called. d B. Such :ands a:;;� 1rL i � :- r sl,t, �ti antis depict d ;gin plan titled Lewis Motors U.S. Route 7 South Burlington, 'Vermont Survey Plat dated October 5, 996, p'�+Y ad. -,t{j : , 1'��{.:R�;'ti5,.i( l.::yi.J UJ.+�g iri gir-CM, Inc., IVTr orded in jYi?3P VU1viyie Page of tia Lar.�: .e: rev l; `�, � Mitt- rof South BuAi or. C. The Dac. a: raa laic oappl"zdt f,, :;:,:.owed approval gym, the So n.. Bur1ingtol, F1aruLiug Comd~nission to consti--,t a , �y�; S �uiirc foca iuto seraife facility ua the location shown on a plar, enti led "Alexander Lsvvi,-i R 3a;' ,ant" kaungton, VT, 1996 F.P.4 Sits P,M, prY rod- by Trudell Consulting Enginears!, Tnr., dat l October 10, 1996, last revised Novamber 16, 1996, D, It is a oct.,di&-n the apprav;�ti U the Pl ing Con=ission that tha Declatant make ctrtain i=idei-takjnj3 and prom' ises. AGREEMENT in e0r..idera_o-a Lf Tyr! Dollars AnJ fer other g®nd =A va.l�Abla c.�nsidy:ation, the receipt and sufficiencyOf '�;r?�� :J 3r.�"t?'ris�:�g�, tip Declannt ber.-by declares and coaorms tat the Property Sala:: be held, Sold end i:kw:��1 3-abject to *l * Following ^�YC;77tr#, &Zroo RRnt_, and testrctinn all ora � �lh j two , 4 ,. a _� uric, �L for ..�.: a�;;c � c,I rnr�t�..ting d'z� ��tim �4d d��i�°4bility Of, s.'!rf which shall run witI4 the Proper y rrd L--. 1,, dingy on a'; PCs havb,,4 any right, n?c or *._rest thQrein or any part th =117, and 6eic?.e A!! of ttte ? �'t is and s �tl be. a single commeTciaz ::ci ,nl�x, i:o :- .s� D 0 lot °oY ail TrauUMpAl Zoning, g, suW vi�lun and sign DEC-16-96 MON 14:111 L 'D r'. Fr)X NCI 80PS0^43620 utZ7 t" --ate herec.r. !,I, bo-*�--Ig absen? ar, setback of bul-c'14s aad sim, Of SiZMI ihall nOt b—T thk,- I-DaS45 f0-7 requiring compliance. IN "WID i7ESS �Ie Doc!%rwnt hw executer' thi,, WITNESSES: Print Name. STATE OF VERMONT CIETTENDEN COUNTY. SS. Alexander S. Lewis At South Burlington in miIJI Cnun¢y and State on thin _ day of Detember, 1996, personcly appeared Alemider S. L iris, And he acknowledged this lm+r-=rmt by him signed and sealed to be his fice act and dead. Bcf0rc = Notary Public Print Name. My commission expires: QXI 7Q53\0M%(*pr\nGWn&d4p f-, V Y 11jj y(f�.� 12/10/96 MOTION OF APPROVAL ALEXANDER LEWIS I move the South Burlington Planning Commission approve the final plat application of Alexander Lewis to construct a 9,720 square foot auto service facility on a lot containing a commercial complex of 19,440 square feet for auto sales and service, 1301-1325 Shelburne Road, as depicted on a three (3) page set of plans, page one (1) entitled, "Alexander Lewis Shelburne Road South Burlington, VT, 1996 Final Site Plan," prepared by Trudell Consulting Engineers, Inc., dated 10/10/96, last revised 11/18/96, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised to show the changes listed below and shall require approval of the City Planner. Three (3) copies of the approved revised plans shall be submitted to the City Planner prior to recording. a) The "1998" plan shall be revised to note the correct coverage information. 3. The Planning Commission approves an additional sewer allocation of 60 gpd. The applicant shall pay the per gallon fee prior to permit issuance. r. 5+a., � r N.,7j��.o,,..4' lm•.,vN/,PG.w•..•� d�"ry y(,�,...�(►.,.ti...,e �, 4. Prior to -�, the applicant shall post a $7500 landscaping bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 5. The Planning Commission grants the applicant a $1100 landscaping credit for existing trees on the site pursuant to Section 26.105(a) of the South Burlington Zoning Regulations. 6. Any new exterior lighting shall be downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. As expressly represented by the applicant, the pole mounted flood lights along Shelburne Road shall be replaced with downcasting shielded fixtures when they are relocated to accommodate the Shelburne Road widening. These flood lights shall be replaced with the downcasting shielded fixtures if the Shelburne Road project has not commenced construction by spring, 1999. 1 7. The applicant shall implement rthe "1996" plan by 4el, PP P 1999 if the Shelburne Road project has not commenced construction by 5 9, 8. For the purposes of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 19.8 additional vehicle trip ends during the P.M. peak hour. 9. Prior to recording the final plat plans, the applicant shall record in the land records a "Notice of Condition" which clearly identifies this entire development as a commercial complex and which legally ties all lands involved in this development into one lot for all zoning, subdivision, and sign regulation purposes. The "Notice of Condition" should be approved by the City Attorney prior to recording. 10. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to use of the new building. 11. Any change to the plans shall require approval from the South Burlington Planning Commission. 12. The final plat plans shall be recorded in the land records within 90 days or this approval is null and void. The plans shall be signed by the Planning Commission or Clerk prior to recording. 2 M E M O R A N D U M To: South Burlington Planning Commission From: Joe Weith, City Planner Re: December 10, 1996, agenda items Date: December 6, 1996 3) ALEXANDER LEWIS - AUTO SERVICE FACILITY - FINAL PLAT This project consists of constructing a 9,270 square foot auto service facility on a lot containing a commercial complex of 19,440 square feet for auto sales and service. The ZBA on August 26, 1996 granted the applicant a use variance for the proposed service facility. The preliminary plat was approved on 11/12/96 (minutes enclosed). The applicant has submitted two (2) plans for the Commission's consideration. The "1996" plan depicts the scenario which the applicant would like to eventually implement if the Shelburne Road reconstruction does not go forward. The "1998" plan depicts the scenario which will be implemented if the Shelburne Road reconstruction goes forward. Until such time as the road construction is complete, or it is decided not to reconstruct the road in the near future, the applicant would like to leave the Shelburne Road portion of the site as it exists today. Staff did not have a problem with this request. A preliminary plat condition,,, was placed on the approval which requires the applicant to implement the "1996" plan if the Shelburne Road project has not commenced construction by spring, 1999. This property located at 1301-1325 Shelburne Road lies within the Cl and Bartlett Brook Watershed Protection Overlay Districts. It is bounded on the north by the Lakewood Commons commercial complex, and the west by a distribution/warehouse and fire station, on the east by Shelburne Road, and on the south by Holmes Road. Access/circulation: Access is provided by the following: 1) a 40 foot curb cut on Shelburne Road at the northerly end of the property, 2) a 24 foot curb cut on Shelburne Road at the south end of the property, 3) a 40 foot curb cut on Holmes Road located 110 feet from Shelburne Road, and 4 ) a 26 foot curb cut and driveway on Holmes Road shared with Lakewood Commons and the fire station. The applicant is proposing to close two (2) curb cuts on Shelburne Road on the "1996" plan and the "1998" plan proposes to close three (3) curb cuts. Circulation on the site is adequate. Memorandum - Planning December 10, 1996 agenda items December 6, 1996 Page 2 Coverage/setbacks: 111996" plan: Building coverage is 12.4% (maximum allowed is 30%). Overall coverage is 68.3% (maximum allowed is 70%). Front yard coverage along Shelburne Road will be reduced to 57.1% (maximum allowed is 30%). Front yard coverage along Holmes Road is 61% (maximum allowed is 30%) which is existing and will not be made worse by this application. 111998" plan: Building coverage is 12.6% (maximum allowed is 30%). Overall coverage is 68.7% (maximum allowed is 70%). Front yard coverage along Shelburne Road would be reduced to 60% (maximum allowed is 30%). Front yard coverage along Holmes Road is 61% (maximum allowed is 30%) which is existing and will not be made worse by this application. The 111998" plan notes should be revised to reflect the above coverages. Both the "1996" and 111998' plans include additional green space along Shelburne Road. The "1996" plan shows a 25 foot green strip and the "1998" plan shows a 15 foot green strip due to the taking. Staff supports both plans. Setback requirements are being met. Parking: A total of 58 parking spaces for customers and employees are required and 83 spaces are provided including four (4) handicapped spaces. A bike rack will be provided as required. Landscaping: The minimum landscaping requirement, based on building costs, is $7500 which is not being met. Applicant is proposing $5766 worth of new landscaping and is seeking a credit for the $17-34 shortfall. The requested credit was granted as part of the preliminary plat approval. Proposed plantings include Maple and Juniper. The Maple trees were increased in size to a minimum of 2j" - 3" caliper as required by the preliminary plat approval. The applicant estimates that the value of the existing landscaping is $17,350. Traffic: This property is located in Traffic Overlay Zone 2 which allows this property to generate a maximum of 107.7 vehicle trip ends (vte's) during the P.M. peak hour. ITE estimates that the current facility generates 54.9 vte's and with the expansion to generate 74.7 vte's. This represents a 19.8 vte increase. The applicant should be aware that the road impact fee is approximately $3500. 2 Memorandum - Planning December 10, 1996 agenda items December 6, 1996 Page 3 Bartlett Brook Watershed Protection Overlay District: The portion of this property to be developed is located in the Bartlett Brook Watershed Protection Overlay District. A total of 30,332 square feet of undeveloped land will be developed. The applicant has submitted the information necessary to Nelson Heindel & Noyes for inclusion into the City's stormwater hydrology computer model. The results of the study have been received. They recommended that a retention basin not be constructed. Sewer: The additional sewer allocation needed is 60 gpd. The applicant will be required to pay the per gallon fee prior to permit issuance. Lighting: This site contains a combination of pole mounted flood lights and pole mounted downcasting shielded fixtures. The flood lights are mounted on poles along Shelburne Road which will be relocated as part of the Shelburne Road reconstruction. The applicant would prefer to wait until the poles are relocated to replace the lights with downcasting shielded fixtures. This was made a requirement of the preliminary plat approval. The,.. preliminary plat approval also required that the flood lights be A replaced with the downcasting shielded fixtures if the Shelburne Road project has not commenced construction by spring, 1999. Proposed lights include four (4) building mounted 175 watt super metal halide lamps with downcasting shielded fixtures. The applicant submitted a point by point lighting plan for the 111998" plan as required by the preliminary plat approval. This plan conforms with the requirement that the maximum illumination at ground level not be in excess of an average of three (3) foot candles. Dumpsters: A screened trash storage area is provided. Notice of Condition: The preliminary plat approval required that prior to recording the final plat plans, the applicant record a "Notice of Condition" which clearly identifies this entire development as a commercial complex and which legally ties all lands involved in this development into one (1) lot for all zoning, subdivision, and sign regulation purposes. Other: --- also included with this request is a minor boundary adjustment',, ., with the adjacent fire station lot as shown on the survey plat. 3 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 16, 1996 Alexander Lewis Lewis Motors 1325 Shelburne Road South Burlington, Vermont 05403 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed is a copy of the Findings of Fact and Decision on the above referenced project approved by the Planning Commission on November 12, 1996. Please note the conditions of approval. If you have any questions, please give me a call. 'i cerely,r Jo Weith, Ci Planner JW/mcp 1 Encl City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 11, 1996 Alexander Lewis Lewis Motors 1325 Shelburne Road South Burlington, Vermont 05403 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed is a copy of the November 12, 1996 Planning Commission meeting minutes. If you have any ques 'ons, please give me a call. Sfiin erel , Jo Weith, City Planner JW/mcp 1 Encl cc: F.W. Horton PLANNING COMMISSION 12 November 1996 page 3 8. The applicant shall obtain a zoning permit within six months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Com- pliance from the Administrative Officer prior to use of the building. 10. Any change to the site plan shall require approval by the South Burlington Planning Commission. Mr. Dinkla e seconded the motion which then passed unanimously. Mr. O'Rourke rejoined the Commission. 4. Review access connection between 350 Dorset St. and 344 Dorset St: Mr. Burgess reminded members that in the original approval, the applicant was required to come back for a review of the connection to be sure it was working adequately. Mr. Fleggenheimer said he and David DeSarno agree that it is working fine. Mr. Weith showed the access on the map. He also agreed that it is working well and recommended it stay open. Mr. Dinkla e moved to keep the access between 350 and 344 Dorset Street open and made a permanent use. Mr. Beaudin seconded. Motion passed unanimously. Mr. Teeson arrived at this point in the meeting. 5. Public Hearing: Preliminary Plat application of Alexander Lewis to construct a 9,270 sq. ft. auto service facility on a lot containing a commercial complex of 19,440 sq. ft. for auto sales and service, 1301-1325 Shelburne Rd: Mr. Horton showed two plans, one which will be implemented in full if the road widening of Shelburne Rd. does not occur and one which will be implemented if the road widening does occur. He indicated that by 1999, one of the plans will be in effect. Mr. Burgess asked what happens between now and 1999. Mr. Weith said the applicant will put the building in and leave the site as it is today. There will be a statement in the Findings of Fact that the property along Shelburne Rd. will stay as it is today. Mr. Dinklage asked what would happen if the road widening is put PLANNING COMMISSION 12 November 1996 page 4 off for 10 years. Mr. Horton said they would put in everything in the fall of 1999. Mr. Horton then showed landscaping on Holmes Road to soften the side of the building and also coniferous trees to provide screening from Lakewood Commons. Regarding lighting, Mr. Horton said they would put in the fixtures in the plan. At some point, they will comply with the city's regulations regarding foot candles. Mr. Lewis said their electrician said the downcast lights they propose would meet the city's standard. Mr. Weith said staff review will be required before a building permit is issued. The applicant agreed to this. M_r. O'Rourke moved the Planning Commission approve the prelimin- ary plat application of Alexander Lewis to construct a 9,720 s . ft. auto service facility on a lot containing a commercial com- plex of 19,440 sq ft for auto sales and service, 1301-1325 Shelburne Road, as depicted on a three page set of plans, page one entitled "Alexander Lewis Shelburne Road South Burlington,_ VT 1996 Preliminary Site Plan," prepared by Trudell Consulting Eng- ineers, Inc, dated 10/10/96, last revised 10/22/96, with the fol- lowing stipulations: 1. All previous approvals and stipulations which are not super- seded by this approval shall remain in effect. 2 The plans shall be revised prior to final plat submittal as follows: a. The "1996 Preliminary Site Plan" and the 111998 Conceptual Site Plan" shall be revised to increase the size of the proposed Maple trees to 2-112 to 3 inch caliper. 3. A point b oint lighting lan shall be submitted for the 111998" plan prior to issuance of a zoning permit. This lan shall conform with the re uirement that the maximum illumination at around level not be in excess of an average of three foot candles. 4. The Planning Commission a22roves an additional sewer alloca- tion of 60 gpd. The applicant shall pay the per gallon fee prior to permit issuance. 5. Prior to issuance of a zoning permit, the applicant shall Lost a $7,500 landscaping bond. The bond shall remain in effect for three ears to assure that the landscaping takes root and has a good chance of surviving. PLANNING COMMISSION 12 November 1996 PAGE 5 6. The Planning Commission grants the applicant a $1734 land- scaping credit for existing trees on the site pursuant to Section 26.105(a) of the South Burlington Zoning Regulations. 7. Any new exterior liahtina shall be downcastina shielded fixtures so as not to cast light beyond the 2roperty line. An change in li2hting shall be approved by the City Planner prior to installation. As expressly represented by the applicant, the pole mounted flood lights along Shelburne Road shall be replaced with downcastin shielded fixtures when they are relocated to accommodate the Shelburne Road widening. These flood _jig, shall be replaced with the downcastin2 shielded fixtures if the Shelburne Road project has not commenced construction by spring, 1999. 8. The applicant shall implement the "1996" plan_by spring, 1999 if the Shelburne Road project has not commenced construction b that date. 9. For the purposes of calculatin2 road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed ex ansion will generate 19.8 additional vehicle trip ends_durin2 the P.M. peak hour. 10. Prior to recording the final 2lat 21ans, the applicant shall record in the land records a "Notice of Condition" which clearly identifies this entire development as a commercial complex and which legally ties all lands involved in this development into one lot for all zoning, subdivision, and sign regulation purposes. The Notice of Condition should beapproved by the City Attorney .prior to recording. 11. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to use of the new building. 12. The final plat application shall be submitted within 12 months or this preliminary plat a2proval is null and void. Ms. Barone seconded. Motion passed unanimously._ 6. Site plan application of Freeman French Freeman, Inc. to expand a parking area for 22 additional cars on a site developed with a 13,090 sq. ft. office (television studio), 30 Joy Drive: The applicant said that no personnel will be added. The space is needed because at certain times more parking is required (political elections, etc.). No issues were raised. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 December 6, 1996 David Lewis Lewis Motors 1325 Shelburne Road South Burlington, Vermont 05403 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and Fire Chief Wally Possich were sent to you at an earlier date. Please be sure someone is present on Tuesday, December 10, 1996 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. Si erely, Jo Weith, Ci y Planner JW/mcp Encls cc: F. W. Horton Mv. prr. alit rNrrro vNvr� painN4 E C BUILDING fARRELL DISTRIBUTING ------ •• THE FARRELL DISTRIBUTING CORPORATION 5 HOMES ROAD / S. BURLINGTON, Vr. 05403 I39704' FIRE S TA TION THE CITY OF SOUTH BURL1 FIRE DEPART v -F -�' I111I 1° t •m �l��arDrC� /��"SW',' / 1 II ) I Ig , , EXISTING ! a AUTO SERVICE BUILDING -' Z 4a,011N OOpr °� 1 pAc rAaw9 Ye � OAS aRYiQ 0 I o I Ke ° ,wr Ore{-1. I 1 I I I I I I I I L , R ( Aorta . M° rr A n�sr¢nm i n�iuK rwc� o sNvol n.w: 0 m ..r -xr ay.rsRr,nr� m arum ' m'°°Wlch1p sccmc. rtov"'s ra Graphic Sale Feet 40 0 40 BO 120 160 ads 0 I PROPOSiD AUTO SERVICE BUILDING ' .\\ �FIJI= �1 I I I I it I I Faro. I w� EF. E.-238.0t1 air t vl �p¢sraa ,atrrm�e li 11 ExALES.'STINc \ \\ A• aoo r Q r.�lrs A S$ BUILDING r \ p .. ° ar°ma \\ Abr• 0 1 Ria - )Ian .---------- -�=_ ------ • 1 1 1 tl II I I 1 I 1 1 I 1 I 1 ; I s LEWIS MOTORS, INC. 1307-1325 SHELBURNE ROAD U.S. ROUTE 7 W - EXISTING PLANTING SCHEDULE COMMON NAME QUANTITY SIZE MAPLES 1 2 - 2 1/2' PINE TREES 9 1G' Was 20 12'-24' O BUSHES 9 2 - 2 1/2' TIGER LILIES N/A JO' ROW V WME 0 -1- BIRCH i to- CALIPER CRABAPPLE 2 2--21/2- eLARGE NAME I It' OALIPER NEW PLANTING SCHEDULF MAPLES I4 2 1/r r A i ^ ( IMSON KING) CALIPER Ol/SNES (SEA GREEN AlN[AER) 3G J. - a' NICK ! LAKEWOOD COMMONS 1233 SHELBURNE ROAD GENERAL, NOTES I I I S. BURLINGTON, VT. 05403 .APP.Vt'r 111AR�' I. Orw(Aa. wR4l. 9r4H4ANC I 'RARnXI BAY �'AI�Jt :OVERLAY Df41R T. \ 1 I e I i mnO�[A \`\ J � �AIIG�frtla,lK I b `1 1r�` i rwmc clralcr canrrrtc).0 tr• \ I 1 ` YT,Pr il[04ri1[.vMrS : IIKMr R7,� :.f0' \ \ \ \ . Mrt 1) v,vro ar a�irec�aaawrrrt". 1 1 a,m°r \ I/l a .Pr rnu,a x.eM sr oe rxa d, .lr..a srRa R� / \ 1arm AACA : t..e» r, xior � \ � cc�a'4DArtruu ro xiilx sr. \ OtafS RO,O rOrt) 4r - )Ire \ \ I I \� `` \�_ ,--•»,� I I LEGEND 1 1� � I � I1 ,t7 —m— cAnmN rruN Pur,m —n— rAurosn sraA � �\-------------- _--�-�-- ---. •__, � � .,ar9P•goAlr,r,rar \ \ \ \ \\ \ • ,woes umr usrx � alrun Na aoavc,sr dlsm,c ..ear • o- coo uI° OO.NOAir I I I I I I I fl I I L I I 1 �o L Ya' ? 110V 1 4 1996 City of So. Burlington TRUDELL CONSULTING ENGINEERS, INC. L4 Watr Park load boa 306 W311aton• Vt 05495 879.6= B U rNN S B U R D.wl�a♦ I w �.eww l4PTRUDELL CONSULTM ENGPIEERS. WC Mal MNI Atl MAW a9l M N•IOaI 011 COIIQPtUA1 APeIOVAI AWQS.90N rIeLMMARY APMOVAL AIDA,La90t1 ACT VKl S1IMLSSION _ _AL APROVAL 9rnartaWN L.I CONSnuCm. wuvmlrs MIAHIA)AAYI II_MIMAl1l61 rnp x vap mw.. ro m.a,.an w nen�a e M W a ro�M�-r..nvM.e r e�i M' �••e.:�wr uerr a�os laq .n� m w pal d � ,pn m w �vmmv rn�e.°�Cw�Lrw�1i Mwrtl es a. M �v.0 vrm A..mA � v �.aP WT atvm C\CLOSED\DSOabS! �,-I! da 1:13: 41 Q wAxa come "AIM all o.at2+vtwN D•h by laNNtona o` OPi �O`IIII��Rry4r4 a * NO. 3a72 2 ��q SSIQNAI 11wwo, \a P-joet title ALEXANDER LEWIS Shelburne Road South Burlington, Vt. Shoat troe 1998 Final Site Plan Project number. 95068-53 Project manager NTH Drawn SMT Data 05.'rJ 98 Sole b'=40' Approved_..— BUILDING FARRELL DISTRIBUTING THE FARRELL DISTRIBUTING CORPORATION 5 HOMES ROAD = - S. BURLINCTON, VT. 0540J ...�'' ''-•----'"� ��"'r ---a' �^ i i' "'-/� ./ � ��-'!�_ - �..��-�_-. "--�- �-�': ice' '- _/'•�.v> - Wvar.mai aa«MRaPMB I I I I I I STAITION / 3 A� -'"a„'"-''.-�'' ';'• --/:,/ '� r Q Mxartxe es xa - I 1 / THE CITY OF /r % / /'/ '/ •/ ./' / i - f/ ' . / \`� ar® l SOUTH BURLI G N --- / l w ime - FIRE DEPART / Mrmrtm ® asM, aa. Ax�R ,xx,xM wv , m Ir o✓ - /Af :A,wnw LAKEWOOD COMMONS --- `'/-•''- �; / �a� r/ r ! I� 1233 SHELBURNE ROAD I S. BURLINGTON, VT. 05403 BWrvD/AR� BAY 4Ar�R , PROPOS,ED IAA+' ` \• I m I Kai I / AUTO SERVICE "s BUILDING I � \ li'' i� 1 a � / / � �Q // � i F.F.E.=238.0;, � •\I � �\ 1 I EXISTING 81 AUTO SERVICE Ao.o. xM+ BUILDING li I Ix.trz elx«a Aa F.F.E.-238.Of po swvra- �. 11 11 1 a \—Mr!(smroL�xn wraaum>—y I ,ISKLs "1°I EXISTING 1 n SALES' I Km :ru / , i u,m ; oImLA` I Mn `o' o (D\ axa BUILDING e"au ' IL : .. pp -•. _ _ __.— II nwv. iA 11 11 1 � \I II 11 11 II 11 i II II ay. - vr.tj II 11 11 1 1 I I I I 1 I I I I i I I I I I I I I I I 11 I I 1 I I I I I j I I / LEWIS MOTORS, INC. v x. ua 1301-1325 SHELBURNE ROAD W' oass«.aw: cruAL wcWrIRMo U.S. ROUTE 7 O X -� ,zrulPo z arias Mox CCMtFrz src<IRCArtai EXISTING PLANTING SCHEDULE COMMON NAME OUANTItt SIZE MAPLES 1 2 -2 11. ' PINE TREES 9 10' YEWS 20 12'-2a' Q BUSHES 9 2 - 2 1/2' TIGER LIVES N/A 30' ROW I' WIDE WHIYE BIRCH I 10' CALIPER CRABAPPLE 2 2- -2 1/2- LARGE MAPLE 1 1A' QALIPER NEW PLANTING S .HEDUI F MAPLES (CRIMSON KING) 14 2 1/2r - 3' CALIPER 0 O BUSHES (SEA GREEN JUNIPER) 30 J'- 4, HIGH GENERAL NOTES 1. aWxxz. ALIrmR«s Mxm coLlAren crACLM. sxoeLaxM z ancsex : uMA 1 IQvma plamlCf � L1xwMRCIAt 'CI• scmA« mouraxexrs : — —A. w: n SIrz Is SGKp Br : __AL TKR w�xicry�wArzR KRx«r CAS Mrdnx aarl«ARax n rorAL AAMA ar mA.ar nr.. ar..oro n wr COWRApM mn0(xae : ze,em 4F. « a= wr«r : i:aaer M. r. «Mo+ AAu : eaau sr. « ar. as n rora PAxxma a:z vAas ra m«r vNm caLRx.rr osz zr. _ sz.�x xaxcs xoAo is+u sr. _ ux LEGEND -. ® WITT�E M —.ATM —IV— rSOrasEa xu Rx ttxM ❑ atsnxe ur« eAstx � ,�K ae �� a xxxrAxr �rsmm x x ! MV— .a»usr � rxmosev x.w,ac EC $0 -A " �L, NOV 1 4 1996 MY of So. Burlington TRUDELL CONSULTING ENGINEERS, INC. 14 Nair Park Road Box 308 W1Wstom Vt 05495 879-6331 B U\R L I V G T\ N 01� \ V — Project Location dFTRUDELL CONSLILTING ENGO4EEit& ING ^Mf MN AY aarAYa lei M Itap{ DA ACT CON[ilMAL AP mO AOML590N raISJMBVAIT APPIOVAL SIIDHLLf90N 3Sr1 slstALsstoN FBJAL APPROVAL SLmM65K3N LJ corarzmm ORAvnNG$ m.Aecarrwaere>SN-ot as aAenra .mn LAST UVLSM[C \CL0SED\35060- 13-95 4:21:1{ ,t oTIxkA,Ax �.x�M Prxt rr�a,e. �,r Description Date I By RavNbna 3 y`Py.S \rlf9� Oy. ry R N0. 38724 �aesStONAL ENG\\0 �urmnmfolmlM `a Prolex:t tttie _.---- ALEXANDER LEWIS Shelburne Road South Burlington, Vt. SAeet title 1996 Final Site Plan Prolect number vsL•�� ;a Protect manager _. .......__ Drawn SMT Data 10, 9c - -. -..,_ - Scale Approved Graphic Scale Feet 40 0 40 80 120 160 SPI PLANNING COMMISSION 12 November 1996 page 3 8. The applicant shall obtain a zoning permit within six months pursuant to Section 27.302 of the zoning regulations or this approval is null and void. 9. The applicant shall obtain a Certificate of Occupancy/Com- pliance from the Administrative Officer prior to use of the building. 1_0_._Any change to the site plan shall require approval by the South Burlington Planning Commission. Mr. Dinklage seconded the motion which then passed unanimously. Mr. O'Rourke rejoined the Commission. 4. Review access connection between 350 Dorset St. and 344 Dorset St: Mr. Burgess reminded members that in the original approval, the applicant was required to come back for a review of the connection to be sure it was working adequately. Mr. Fleggenheimer said he and David DeSarno agree that it is working fine. Mr. Weith showed the access on the map. He also agreed that it is working well and recommended it stay open. Mr. Dinklage moved to keep the access between 350 and 344 Dorset Street open and made a permanent use. Mr. Beaudin seconded. Motion passed unanimously. Mr. Teeson arrived at this point in the meeting. 5. Public Hearing: Preliminary Plat application of Alexander Lewis to construct a 9,270 sq. ft. auto service facility on a lot containing a commercial complex of 19,440 sq. ft. for auto sales and service, 1301-1325 Shelburne Rd: Mr. Horton showed two plans, one which will be implemented in full if the road widening of Shelburne Rd. does not occur and one which will be implemented if the road widening does occur. He indicated that by 1999, one of the plans will be in effect. Mr. Burgess asked what happens between now and 1999. Mr. Weith said the applicant will put the building in and leave the site as it is today. There will be a statement in the Findings of Fact that the property along Shelburne Rd. will stay as it is today. Mr. Dinklage asked what would happen if the road widening is put PLANNING COMMISSION 12 November 1996 page 4 off for 10 years. Mr. Horton said they would put in everything in the fall of 1999. Mr. Horton then showed landscaping on Holmes Road to soften the side of the building and also coniferous trees to provide screenina from Lakewood Commons. Regarding lighting, Mr. Horton said they would put in the fixtures in the plan. At some point, they will comply with the city's regulations regarding foot candles. Mr. Lewis said their electrician said the downcast lights they propose would meet the city's standard. Mr. Weith said staff review will be required before a building permit is issued. The applicant agreed to this. Mr. O'Rourke moved the Planning Commission approve the prelimin- ary plat application of Alexander Lewis to construct a 9,720 sq. ft auto service facility on a lot containing a commercial com- plex of 19,440 sq. ft. for auto sales and service, 1301-1325 Shelburne Road, as depicted on a three page set of plans, page one entitled "Alexander Lewis Shelburne Road South Burlington,_ VT 1996 Preliminary Site Plan," prepared by Trudell Consulting Eng- ineers, Inc, dated 10/10/96, last revised 10/22/96, with the fol- lowing stipulations: 1. All previous approvals and stipulations which are not super- seded by this approval shall remain in effect. 2. The plans shall be revised prior to final plat submittal as follows: a. The "1996 Preliminary Site Plan" and the "1998 Conceptual Site Plan" shall be revised to increase the size of the proposed Maple trees to 2-V 2 to 3 inch caliper. 3. A point by point lightinq plan shall be submitted for the 111998" plan,prior to issuance of a zoninq permit. This pan shall conform with the requirement that the maximum illumination at ground level not be in excess of an avera e of three foot candles. 4. The Planning Commission approves an additional sewer alloca- tion of 60 qpd. The applicant shall pay the per gallon fee prior to permit issuance. good chance of surviving. PLANNING COMMISSION 12 November 1996 PAGE 5 6. The Planning Commission grants the applicant a $1734 land- scaping credit for existing trees on the site pursuant to Section 26.105(a) of the South Burlington Zoning Regulations. 7. Anv new exterior licrhtinq shall be downcastincr shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Plannerprior to installation. As ex ressl re resented by the applicant, the pole mounted flood lights along Shelburne Road shall be replaced with downcasting shielded fixtures when they are relocated to accommodate the Shelburne Road widening. These flood ia'Zts_ shall be replaced with the downcasting shielded fixtures if the Shelburne Road protect has not commenced construction by spring, 1999. 8. The applicant shall im lement the "1996" plan by spring, 1999 if the Shelburne Road project has not commenced constructionby that date. 9. For the ur oses of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 19.8 additional vehicle trigp ends during the P.M. peak hour. 10. Prior to recording the final plat 21ans, the applicant shall record in the land records a "Notice of Condition" which clearly identifies this entire development as a commercial complex and which legally ties all lands involved in this development into one lot for all zoning, subdivision, and sign regulation ur oses. The Notice of Condition should be approved by theCit Attorney prior to recording. 11. The applicant shall obtain a Certificate of Occupancy/Compli- ance from the Administrative Officer prior to use of the new building. 12. The final plat a2Plication shall be submitted within 12 months or this reliminar lat aE212roval is null and void. Ms. Barone seconded. Motion passed unanimously. 6. Site plan application of Freeman French Freeman, Inc. to expand a parking area for 22 additional cars on a site developed with a 13,090 sq. ft. office (television studio), 30 Joy Drive: The applicant said that no personnel will be added. The space is needed because at certain times more parking is required (political elections, etc.). No issues were raised. A MOTION OF APPROVAL ALEXANDER LEWIS 11/12/96 I move the South Burlington Planning Commission approve the preliminary plat application of Alexander Lewis to construct a 9,720 square foot auto service facility on a lot containing a commercial complex of 19,440 square feet for auto sales and service, 1301-1325 Shelburne Road, as depicted on a three (3) page set of plans, page one (1) entitled, "Alexander Lewis Shelburne Road South Burlington, VT, 1996 Preliminary Site Plan," prepared by Trudell Consulting Engineers, Inc., dated 10/10/96, last revised 10/22/96, with the following stipulations: 1. All previous approvals and stipulations which are not superseded by this approval shall remain in effect. 2. The plans shall be revised prior to final plat submittal as follows: a) The 111996 Preliminary Site Plan" and the 111998 Conceptual Site Plan" shall be revised to increase the size of the proposed Maple trees to 21" - 3" caliper. 3. A point by point lighting plan shall be submitted for the "1998" plan prior to issuance of a zoning permit. This plan shall conform with the requirement that the maximum illumination at ground level not be in excess of an average of three (3) foot candles. 4. The Planning Commission approves an additional sewer allocation of 60 gpd. The applicant shall pay the per gallon fee prior to permit issuance. 5. Prior to issuance of a zoning permit, the applicant shall post a $7500 landscaping bond. The bond shall remain in effect for three (3) years to assure that the landscaping takes root and has a good chance of surviving. 6. The Planning Commission grants the applicant a $1734 landscaping credit for existing trees on the site pursuant to Section 26.105(a) of the South Burlington Zoning Regulations. 7. Any new exterior lighting shall be downcasting shielded fixtures so as not to cast light beyond the property line. Any change in lighting shall be approved by the City Planner prior to installation. As expressly represented by the applicant, the pole mounted flood lights along Shelburne Road shall be replaced with downcasting shielded fixtures when they are relocated to accommodate the Shelburne Road widening. These flood lights shall 1 be replaced with the downcasting shielded fixtures if the Shelburne Road project has not commenced construction by spring, 1999. 8. The applicant shall implement the "1996" plan by spring, 1999 if the Shelburne Road project has not commenced construction by that date. 9. For the purposes of calculating road impact fees under the South Burlington Impact Fee Ordinance, the Planning Commission estimates that the proposed expansion will generate 19.8 additional vehicle trip ends during the P.M. peak hour. 10. Prior to recording the final plat plans, the applicant shall record in the land records a "Notice of Condition" which clearly identifies this entire development as a commercial complex and which legally ties all lands involved in this development into one lot for all zoning, subdivision, and sign regulation purposes. The Notice of Condition should be approved by the City Attorney prior to recording. 11. The applicant shall obtain a Certificate of Occupancy/Compliance from the Administrative Officer prior to use of the new building. 12. The final plat application shall be submitted within 12 months or this preliminary plat approval is null and void. `a Memorandum - November 12, November 8, Page 2 Planning 1996 agenda items 1996 the Planning Commission shall decide whether or not the access shall remain open and whether or not a portion of the paved area shall be removed and replaced with lawn/landscaping to improve the appearance of the north side of the property." Staff recommends that the connection remain open. It appears to be working adequately and the City has not received any complaints. Furthermore, the City Center plan and zoning strongly recommends vehicular connections between properties. 5) ALEXANDER LEWIS - AUTO SERVICE FACILITY - PRELIMINARY PLAT This project consists of constructing a 9,270 square foot auto service facility on a lot containing a commercial complex of 19,440 square feet for auto sales and service. The ZBA on August 26, 1996 granted the applicant a use variance for the proposed service facility. The sketch plan was reviewed on 9/24/96 (minutes enclosed). VY The applicant has submitted two (2) plans for the Commission's consideration. The "1996" plan depicts the scenario which the applicant would like to eventually implement if the Shelburne Road e� reconstruction does not go forward. The "1998" plan depicts the v "' scenario which will be implemented if the Shelburne Road reconstruction goes forward. Until such time as the road construction is complete, or it is decided not to reconstruct the road in the near future, the applicant would like to leave the Shelburne Road portion of the site as it exists today. Staff does not have a problem with this request. A condition should be placed on the approval which requires the applicant to implement the "1996" plan if the Shelburne Road project has not commenced:'` 1' construction by spring, 1999. This property located at 1301-1325 Shelburne Road lies within the Cl and Bartlett Brook Watershed Protection Overlay Districts. It is bounded on the north by the Lakewood Commons commercial complex, and the west by a distribution/warehouse and fire station, on the east by Shelburne Road, and on the south by Holmes Road. Access/circulation: Access is provided by the following: 1) a 40 foot curb cut on Shelburne Road at the northerly end of the property, 2) a 24 foot curb cut on Shelburne Road at the south end of the property, 3) a 40 foot curb cut on Holmes Road located 110 2 Memorandum - Planning November 12, 1996 agenda items November 8, 1996 Page 3 feet from Shelburne Road, and 4) a 26 foot curb cut and driveway on Holmes Road shared with Lakewood Commons and the fire station. The applicant is proposing to close two (2) curb cuts on Shelburne Road on the "1996" plan and the "1998" plan proposes to close three (3) curb cuts. Circulation on the site is adequate. Coverage/setbacks: 111996" plan: Building coverage is 12.4% (maximum allowed is 30%). Overall coverage is 68.3% (maximum allowed is 70%). Front yard coverage along Shelburne Road will be reduced to 57.1% (maximum allowed is 30%). Front yard coverage along Holmes Road is 61% (maximum allowed is 30%) which is existing and will not be made worse by this application. "1998" plan: Building coverage is 12.4% (maximum allow is 30%). Overall coverage is 70% (maximum allowed is 70g). Front yard coverage along Shelburne Road would be reduced to (maximum allowed is 30%) . Front yard coverage along Holmes •Road is 61% (maximum allowed is 30%) which is existing and will not be made worse by this application. Both the "1996" and "1998' plans include additional green space along Shelburne Road. The "1996" plan shows a 25 foot green strip and the "1998" plan shows a 15 foot green strip due to the taking. Staff supports both plans. Setback requirements are being met. Parking: A total of 58 parking spaces for customers and employees are required and 83 spaces are provided including four (4) handicapped spaces. A bike rack will be provided as required. Landscaping: The minimum landscaping requirement, based on building costs, is $7500 which is not being met. Applicant is, proposing $5345 worth of new landscaping and is seeking a credit for the $2155 shortfall. Proposed plantings include Maple and Juniper. The Maple trees should be increased in size to a minimum, of 21" - 3" caliper. The applicant estimates that the value of the existing landscaping is $17,350. Traffic: This property is located in Traffic Overlay Zone 2 which allows this property to generate a maximum of 107.7 vehicle trip ends (vte's) during the P.M. peak hour. ITE estimates that the current facility generates 54.9 vte's and with the expansion to 3 Memorandum - Planning November 12, 1996 agenda items November 8, 1996 Page 4 generate 74.7 vte's. This represents a 19.8 vte increase. The applicant should be aware that the road impact fee is approximately $3500. Other: --- for final plat, the survey plat should be revised to eliminate the interior lot lines of the three (3) parcels since these lots have merged. --- also included with this request is a minor boundary adjustment with the adjacent fire station lot as shown on the survey plat. Bartlett Brook Watershed Protection Overlay District: The portion of this property to be developed is located in the Bartlett Brook Watershed Protection Overlay District. A total of 30,332 square feet of undeveloped land will be developed. The applicant has submitted the information necessary to Nelson Heindel & Noyes for inclusion into the City's stormwater hydrology computer model. The results of the study are enclosed. They recommended that a retention basin not be constructed. Sewer: The additional sewer allocation needed is 60 gpd. The �6 Ir applicant will be required to pay the per gallon fee prior to permit issuance. Lighting: This site contains a combination of pole mounted flood lights and pole mounted downcasting shielded fixtures. The flood lights are mounted on poles along Shelburne Road which will be relocated as part of the Shelburne Road reconstruction. The applicant would prefer to wait until the poles are relocated to replace the lights with downcasting shielded fixtures. Proposed lights include four (4) building mounted 400 watt super metal v halide lamps with downcasting shielded fixtures. Staff recommends the applicant submit a point by point lighting plan for the 1998 plan. This plan should conform with the requirement that the maximum illumination at ground level not be in e excess of an average of three (3) foot candles. The applicant has indicated that he does not want to go to the expense of having such a plan prepared. Dumpsters: A screened trash storage area is provided. 4 �rf9 � X � sz metropouta p a y quirements (Title 23, USC 8, 23 CFR, Part 450) 3. Transportation eennggineering Transportation pro -of planning and engi- Aeering management ::5. Extensive intergo- vemmentai coordination lgterested firms should request information for RFO proposal by 11/4/96 from CCMPO, P.O. Box 108, Essex Junction, VT 05453. (802) 658-3004). Attention: A.R. Hogan, Jr., Executive Director. proposal will be received not later than noon on November 18, 1996. October 26, 1996 PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing at the South Burlington City Hall, Conference Room, 575 Dorsest Street, South Burlington, Vermont on Tuesday, November 12, 1996 at 7:30 P.M. to con- sider the following: Preliminary plat applica- tion of Alexander Lewis to construct a 9,270 square foot auto service facility on a lot containing a com- mercial complex of 19,44( square feet for auto saleE and service, 1301-132E Shelburne Road. K Copies of the applicatior are available for public inspection at the Soutl Burlington City Hall. William Burgess Chairman, South Burlington Planning Commission October 26, 1996 . •• SPECIAL CITY MEETING ^NOVEMBER S, 1996 MITICLE ONE: ,in accordance with Se( tlon 2.01 of the Winoosl . City Charter, shall th Continued Next Column board adopted the 8-' 2- 96 final draft of the Public Indecency Ordinance at a public hearing held October 21, 1996. ordinance will become t fective on December 21, 1996 unless petitioned per 24 V.S.A. Chapter 59. The purpose of this ordi- nance is to address public nudity. The Selectboard ordains the following sec- tions of the Public Decen- cy Ordinance: 1) Authority, 2) Purpose, 3) Definitions, 4) Pub- lic Indecency, 5) En- forcement, 6) Waiver Fee, 7) Civil Penalties, and 8) Other Relief. Copies of the ordinance are available at the Town Center Building. For more information, contact the Richmond Town Adminis- trator's Office (802) 434- 2430. Ronald Rodjenski, Jr. Town Administrator Otober 26, 1996 ABSOLUTELY FREE 2 auto, able 7 days/wk Free junk car removal Cash for good ones. Dan A Sons 893-3893 auto A FREE JUNK CAR REMOVAL Some cars worth cash Greater Burlington area. Rathers Salvage Tues Fri 8-5. Sat 8-12 655-0651 Auto FREE PIC OF JUNK VEHICLES We also buy damaged o non -running vehicles. KJs Auto 879-191H BOAT -FREE Needs some work. Good body. 25'. Call 863-6157 FREE KITTENfemale fluffy, tiger, stray found i our Mm. Eves. 434-4050 GAS KITCHEN STOVI 30 inch; 42 gallon electri water heater; double be frame, sppring & mattres! 372-6442. 0627 to identify and claim. LOST CAT 3 yr old fe- male, silvery gray, long - Wired. Missing Gov. Peck . area. 899-5432. OST RING Diamond soli- aire w/attached band. Fri act 18th pm. Essex Ctr, 3rand Union area or Jeri- ,ho Old Mill. Reward. 378-8097 DST WATCH Gold Sei- Ko with approx 8- brace- let. Sentimental value. 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All games available. 888-5557 Convert duffer to cash with a Free Press Classified a Call 658-3321. irthdays, Strip-O-Grams, Bachelor(ette) Parties Ca11862-1377 fSTRUCTION 9 �r VERMONT TRUCK DRIVER TRAINING SCHOOL Classroom Prep for 'DL Permit & Road Train- ng for CDL Licenses. All scheduling done, written & road test dates. Now training 7 days 3 week in Burlington and Rutland. Proven success. When Sur students succeed, Ne succeed. Job placement for qual- ified students. Locally & Long Haul. • One price covers all training & licensing fees. Call: 14800-371-9353 or 775-4242 INANCIAL 10 AAA CREDIT NOT REQUIRED Bad credit/good credit Cash for any reason Homeowners only 800-USA-MONY FULL TIME WORK 12 TO RESPOND TO A FREE PRESS BOX NUMBER Send to: Burlington Free Press P.O. Box 10 Burlington, VT 05402 ATT: Free Press Box #- ARCHITECTURAI WOODWORKING FIRI, seeks finishers and cat inet makers experience w/ high end custom worl Submit resume to: Wa Goldfinger, Inc. 7 Belkna St, Northfield, VT 05663. habits. Opportunity io earn $250 per week. Call 658-2082 EOE ASSISTANT AANAGERS Make opportunity work for you! Immediate posk tions available for individ- uals with previous gas, convenience, restaurant, or grocery experience. We offer earnings over $300/wk., a benefits package that includes health/dental, educational assistance and vacation pay, and plenty of room for advancement. Don't wait! Call Melissa at 1- 800-408-0406. CUMBERLAND FARMS EOE M/F/D/V ASSISTANT MANAGER Energetic, committed per- son for year round out- door sport store in Stowe Experience and Compute, literate a must. Salary anc benefits. Call for details 253-8210 after 6 pm. ASSOCIATE EDITOR - For national trade mag azine. Entry level positiot involves writing, editing copy editing Must be or ganized with good typing /computer skills Knowledge of landscap ingg or golf courses help ful, not necessary. N, phone calls. Resume tc Mr. D. Cassidy, Editoi Turf Magazine, P.O. Bo 391, St. Johnsbury, 05819. ATTENDENT/ CASH -UP MANAGER For a full serve gas outle Mon -Fri, 6am-2pm. Beni fits package. New ur forms. Starting $7.50/hr. Apply at Mot (fronting Midas), 11 Pearl St., Essex Jct. send resume to: Oper tions Mgr., Jolley Asso, PO Box 671, St. Alban VT 05478. tlon on plat,_, ryouorm In In the Realtor -photo Friday^ In the Cls slRed section. tent plan. Come expand our horizons with a com- any that's on the move. Call today for a confidential interview. LEWIS MOTORS LEWIS ACURA Volkswagen -Audi -Acura So. Burlington, VT. 802-658-1130 told the First Day". We Of this every day from tpcessful advertisers. rfe Press Classifieds �k Call us at 653321. �i sc6. an help you make au+ad work. AUTO BODY TECHNICIAN st have extensive ex- ience in all phases of airs. In return, we offer enerous and complete npensation package in- ning medical, dental, d vacations. Apply in son, Mon -Fri, or by appt Goss Dodge 1485 Shelburne Rd So Burlington, VT J 658-0120 AUTOMOBILE are looking for a reli- person to clean & indition new & used Must have valid driv- license. Call Todd !ott at 658-2300. Rd. - 1400. W7227 AUTOMOTIVE TECHNICIAN Handy Chevrolet-Oldsmo- bile,-jJissan has an open- ing c for an A -level technician. Competitive wage & benefit package. Interested parties call Dan Handy at 802-524-9737. AUTOMOTIVE SERVICE TECHINIANS We are seeking reliable, energet- ic, customer service minded, individuals to complete our training pro- gram & grow with us. Please apply in person at your local Jiffy Lube. City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 November 8, 1996 Alexander S. Lewis Lewis Motors 1325 Shelburne Road South Burlington, Vermont 05403 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and Fire Chief Wally Possich were sent to you at an earlier date. Please be sure someone is present on Tuesday, November 12, 1996 at 7:30 P.M. to represent your request. If you have any questions, please JW/mcp Encls cc: F. W. Horton give me a call. i cerel ., Jo Weith, City Planner PLANNING COMMISSION 24 SEPTEMBER 1996 PAGE 5 a bigger use combined with other uses. Mr. Dickinson suggested angling the drive so it is right turn in only. Mr. Dinklage said the whole concept of smooth traffic flow is to minimize the number of points where someone would make an unexpected quick turning movement. Mr. Burgess said he would be more sympathetic to a right turn in only, but he agreed with Mr. Dinklage that any turn is less safe. Mr. Teeson said he would like to see a plan with a right turn in only. It would have to absolutely prevent any other turning movement. Mr. Beaudin noted the right turn in at Grand Union on Shelburne Rd. precludes any other movement, but he would also like to see a plan for this location. Mr. Patrue asked for a motion now with a condition for a right turn in only. Mr. Burgess said that could not happen tonight before the Commission can see such a plan that the Commission may or may not approve. Members agreed to hear the proposed plan on 15 October before the work session. Mr. Beaudin noted that Denny's seems to work very well with no access on Shelburne Rd. He felt that good signage could make it obvious where the entrance is. Mr Burgess asked why there are 30 parking spaces shown when only 19 are required. Mr. Rooney felt that Brueggers falls between a fast food and a quality restaurant and thus needs more parking that a standard restaurant. -Mr. Dinklage noted the applicant would have to meet all the staff concerns. Mr. Rooney said the proposed sidewalk would lead into the neighbor's backyard and they would have to take down a tree line. Mr. Weith said the plan is to have it on the north side of the street. Mr. Dinklage moved to continue the application until 15 October. Mr. Beaudin seconded. Motion passed. Messrs. Crow and O'Rourke rejoined the Commission. 7. Sketch Plan application of Alexander Lewis to construct a 9270 sq. ft. auto service facility on a lot containing a commercial complex of 19,440 sq. ft. for auto sales and service, 1301-1325 Shelburne Rd: Mr. Horton showed the existing auto facilities. The plan is to eliminate 2 Shelburne Road curb cuts. They are not sure what the PLANNING COMMISSION 24 SEPTEMBER 1996 PAGE 6 Shelburne Rd. widening project will require, so the location of the proposed curb cut and lighting is not known. Mr. Horton showed the location for the parking of new cars. He noted that this project would precede the widening by several months. Mr. Weith said they are, in effect, asking for a "before and after" Shelburne Rd. widening plan. Dave Lewis noted the road bed would also be changing. Mr. Horton said that front yard coverage is an improvement on the present condition. 10 ft. of pavement will be removed and turned to grass. Mr. O'Rourke asked whether this is the 10 ft. they are losing to the state. Alexander Lewis said 5 ft. would be sidewalk and 5 ft. would be grassed. More green space would go to the showroom doors. They will also lose parking out front, which is crucial. Mr. Beaudin said it sounds like the parking will abut the sidewalk. Mr. Lewis said there will be a 5 ft. green space. Mr. Beaudin did not want to see the sidewalk abutting parking and wanted to see a buffer of grass. David Lewis said if they can make it work, they would like that too. Mr. Weith noted that this property is significantly deficient in complying with front yard coverages. The allowable coverage is 30%, this lot is at 80%. Since this is a significant expansion, staff felt it would be best to bring it closer to compliance. Alexander Lewis said he could live with another 5 ft. between the sidewalk and the parking lot as a buffer. Mr. Crow expressed frustration at seeing another use variance granted by the Zoning Board. Mr. Beaudin thought a 25 ft. setback would make for a better looking project. David Lewis said that would affect turning movements into overhead doors, etc. Mr. Burgess felt they are trying to cram too much onto this lot. Mr. Crow suggested 10 ft. along the parking line. Alexander Lewis said he is giving up 3 curb cuts and is compromising as much as he could. He asked for a total of 15 ft. Members said they could compromise at 20 ft. On other issues, it was noted that the plan is $5500 short in landscaping. The applicant felt there is adequate landscaping on the site and they are adding $2,000 more. Mr. Dinklage felt the wider buffer offered some room for planting. The applicant said they are considering some landscaping on the border with Lakewood Commons. PLANNING COMMISSION 24 SEPTEMBER 1996 PAGE 7 -Regarding the stormwater retention pond, the applicant said it is being looked at and will be done if it is deemed necessary. Mr. Weith noted there is no more capacity at Bartlett Bay Sewer Plant. There may be about 8,000 gallons made available with some projects taken off the reserve list. Regarding lighting, it was noted that the relocation of poles depends on the AOT. The applicant will need a building security light that meets the downcasting requirement. Existing lighting will be kept until the State has a plan. The applicant will then come back to the Commission with a new plan. Members said they wanted to see a preliminary plat, not just go straight to final plat. Mr. Burgess reviewed the issues: landscaping, lighting, sewer, setbacks, stormwater retention pond. 8. Public hearing: Sketch plan and Final Plat application of Country Park Associates to amend an existing development consisting of a 76 unit elderly housing project, Hinesburg Road. ,The amendment consists of construction of an additional 24 residential units in 3 buildings and 3 carport structures: Mr. Weith noted that this is a new application since the previous approval expired. Sketch plan and Revised Final Plat are required. He noted the number of units has been reduced from the previous plan. Mr. O'Brien said that access will be from the existing curb cut on Rt. 116. He showed the circulation pattern. The Fire Chief has requested there be no parking lanes in the access areas and this has been complied with. The plan meets all coverages and setbacks. There are currently 76 parking spaces for 76 units. Mr. O'Brien said that history tells them that about 700 of residents have one car. 30% have no vehicles. Although the plan shows they will be 91 spaces short of what is normally required, they do not feel these would be needed. There is space for them if experience shows they are needed. Landscaping is $7400 short. They are saving a lot of trees on the site and are asking for a waiver. There is a park -like affect which will be kept in tact as much as possible. Mr. O'Brien showed the existing location of the dumpster. He felt that residents need access to it from all sides. Mr. Burgess suggested finding a way to screen it and still use it. H • Consulting Hydrogeologists • Engineers Nelson, Heindel, and Noyes • Environmental Scientists VNN PO. Box 64709 Burlington, Vermont 05406-4709 802-658-0820 FAX: 802-860-1014 November 5, 1996 Mr. Joe Weith, City Planner City of South Burlington 575 Dorset Street South Burlington, VT 05403 Re: Lewis Motors Expansion Dear Joe: This office has completed its evaluation of stormwater runoff from the Alexander Lewis parcel located at 1325 Shelburne Road in South Burlington, Vermont. This analysis has been performed using the drawing entitled "1996 Preliminary Site Plan" prepared by Trudell Consulting Engineers, and dated October 10, 1996- Principally, this drawing shows the creation of additional green space on the parcel, along the eastern edge, the construction of a proposed auto service building, and the creation of additional impervious area (parking) along the western and northern sides of the property. The parcel is located within the "North Brook" portion of the Bartlett Brook watershed, which discharges to Bartlett Bay just north of the main Bartlett Brook channel. To evaluate impacts from the proposed site development, the TR-20 hydrologic model data file previously prepared for the North Brook watershed was updated to reflect the proposed changes in impervious coverage and stormwater routing on this site. The results of this analysis will be reviewed below. Runoff from the Lewis Motors parcel exits the site via two separate discharge locations. The eastern, or front portion of the parcel, drains to an existing stormwater collection system at Shelburne Road. The western, or rear portion of the parcel, drains to an existing culvert system along Holmes Road and then proceeds northerly in an existing channel. Ultimately, runoff from these two areas coalesces within the main channel of North Brook behind Goss Dodge, prior to passing through an existing stone culvert beneath the railroad tracks (model section 006). All runoff projections have been made for a 25-year, 24-hour storm event, or 4.0 inches of rainfall within a 24-hour period. Peak discharge rates have been evaluated at each discharge point from the site, as well as the location in the brook where runoff from these two areas converges. Mr. Joe Weith November 5, 1996 Page 2 For the front portion of the parcel, the projected peak discharge rate under existing conditions is 11.0 cfs. This value remains unchanged, at 11.0 cfs, for post -development conditions. In essence, the proposed increased green space on this portion of the site counterbalances the runoff effects of the proposed additional impervious area. For the rear subwatershed, the projected peak discharge under current conditions is 9.4 cfs, and this would increase to 10.1 cfs following development of the site as proposed. This represents an increase in the peak discharge rate of approximately 7.5%. Due to the w—ning Owlarences uewc—en runoi-t tronri OWering puiions or tr[Q w- tershea, this magnitude of increase is not observed within the stream at large. In fact, at cross-section 008 (railroad tracks), the projected 25-year peak discharge rate remains unchanged at 167.9 cfs. Given the above, it is our conclusion that the proposed development will not result in a significant increase to peak discharge rates to the North Brook portion of the Bartlett Brook watershed. As a result, we do not recommend the construction of a stormwater retention basin on the parcel. Please feel free to contact me with any additional questions. Ancerely, I'f 4U� 4effey I Nelson Senior Hydrogeologist cc: Dave Lewis Tyler Hart [U: W N ELSON\W PDOCS\W EITH. L 1 ] FIRE j j amr ros•r saE _,--® I I IL ' I STATION FArs.b.G W wl _ / — aoeW¢ i I ; THE CITY OF SOUTH BURLt G N+ mT=nay 1 FIRE DEPAR N A 1 I } l \L ,nrorwi 1 f. //, i s II -� rxrsrPulonma .A] �\ •mr ao PMAPq �i,�mun � lua.. I / 1 1' I EXISTING ' Imisiru B I AUTO SERVICE '0vb1 P"i4 BUILDING I I rNT•no SLLO gLa,naln � A„Pm ail A oA. .,.�. 4• ' , I pvs O s[Rvrr[ Q B :s 9L. ,ruse 1 rs rcn . l . I IDi�M • , P � v vu • i � 4dI .eMR__j - , 1 1 , I I I I I I I 1 I I r r r oate,« n O m anurrss •row aMrs /w. ,as ' =ir mrcrtun«a BUILDING FARRELL DISTRIBUTING THE FARRELL DISTRIBUTING CORPORATION 5 HOMES ROAD _--- _ -- S. BURLINGTON. VT. 05403b. ---� ---' --- — �� j397.04' N,I8•3Di E_- G I� EXISTING PLANTING SCHEDULE _ COMMON NAME QUANTITY SIZE MAPLES 4 2 - 2 t/2- PME IWEES 9 10' • r ws 20 12'-24' Q 6USHE5 9 2 - 2 1/2- TIGER LILIES N/A 30' ROM T' WIDE F -I- BIRCH I ta- CALIPER OTABA-LE 2 2- - 2 1/2- LAIGE MAPLE I IA' QAUPER NEW PLANTING SCHEDULE MAPLES (CRIMSON ISINC) 14 2 - 2-1/2' CALIPER BUSHES (SEA GREEN AINIPER) 30 J - !- NIL)s LAKE*000 COMMONS -�I/ 7233 SHELBURNE ROAD GENERAL NOTES S. BURLINGTON, VT. 05403 / �—A BAR T BDUN AR�' T199AY ',�p i�R I. oMLIt : AILY,xYP 1 ltgf :0 1013Dt 8 I \ s `T r«RW 9arlamr mMrAcru r• Is Y•KP e• wwiryuMiva sv \� w'�iNT.Ns ui snma INc ,nw a af• \ \ I// l lOT -A.. MI uOS : a — \\ I / \ a WO[WLOYD IAM m aG.1M Si. � Z Kr[LOPF9 NM � r F. f. E.=238.Ot 1 s r�oa\ma usarsi maurm—�' I �1 EXISTING\\ ~ \\•\ 1 r O SALES BUILDING 486.36 ��N T853Y3' E----------- ------------- LEWIS MOTORS, INC. 1301-1325 SHELBURNE ROAD W� U. S. ROUTE 7 I f r i SERWICE BUILDINGU .. I LEGEND —m— mrrtxs rrw «uA,rA =^f— /+avvsm rne, lna —ro_ m ra ,om.m « w A. D tar:RAa s.m, .AzrA .,LK « oA•im. 0 Oas.rRs ...gar acm ;ro ao..ai. • arooseo v=«ar a+R i 0 C T 2 1996 City Of SO. Burlington 7 TRUDELL CONSULTING ENGINEERS, INC. 14 SloW Park load Sox 308 WBsaton, VL 05495 jrl . ' I' \ B U \R `A \( N'Q T/ O N B U\R � I I�T G T 0 N 4- 1 U 4--- Project Location (q::TAUMU CONSULTING ENGDJEERS, INC, 7 CAtKPPTIAL APPROVAL TrAM690N rPert —11 APPROVAL LIaAU1510N ACT 1 AIMLS 8 KN_ —ov- 9LMIISgN CON `xLx` pN ORAVANLS __lRl�Q,tx ➢•Am•res Ss1 essu�mxn , � ••�•y �..-rmy a �.�.. eA. ws• �rs�. Ar LAST IEVIYA�::. '.CAG',95J6t1-5a 10-32-98 10: 21:It Om 0.avlsbna �m��,�`•I�aaH�, Tr Efay �" NO. 3872 r= og�� 4crsTc�•O `�� a y�S IOnlAll lips\\ Project title ALEXANDER LEWIS Shelburne Road South Burlington, Vt. st eet 1996 Preliminary Site Plan Project number _-.. _.. 95068-54 Pro)ect manager ITN Drawn SMT Date t0/r0.96 SUN 1'=40' Approved Graphic Scala Feet ll► 40 0 40 so un o o rwwv 4rw E j i' I FIRE STATION / THE CITY OF SOUTH BURLING ON 8 -- �""°` FIRE DEPAR E T N•°Mv. mrr-rnnn / � 1 i ,\ roa. Ae nerP,no l +% IB•Jo'P5' w �� f r r • a,.ar FARRELL DISTRIBUTING BUILDING THE FARRELL DISTRIBUTING CORPORATION 5 HOMES ROAD S. BURLINGTON, VT. 05403 ta _ _ •�� f f f -4 EXISTING EXISTING PLANTING SCHEDULE COMMON NAME QUANTITY SIZE Y Y 'AT_ws PINE TREES 9 10' 20 12'-2.' Q BUSHES 9 2 - 2 1/2- TIGER LIVES N/A 30' ROW I' WIDE MNIiE BIRLN 1 10- CALIPER CRABAPPLE 2 2' -Q 1/2' �� LARGE MAPLE 1 If' oALIPER /- /ten NEW PLANTING SCHEDULE 'n•n / ! /'_/ /r// / t', �I ' •/�� i(yy MAPLES (cmmsoN wNc) 14 2 - 2 1/2- CALIPER BUSHES (SEA GREEN JUNIPER) 30 3' - 4' N1CN / I I 1 I � I LAKEWOOD COMMONS .4-- I I+ 1233 SHELBURNE ROAD M EXISTING 1 6 AUTO SERVICE i BUILDING I x LOWINn nnbt Iq �`�•� � 1 N N 4R I 0 o N,vl 41w I `7 1 fl ! I I GENERAL NOTES S. BURLINGTON, Vi. 05403 r ewo,c/AN,mW r I iAPVARF' 1,1 10WFLAY DfS R T 1 -- ............ - .. - - PROPOSED _ \ 1 xleAu AtalAe4wn - v``n, lII+II1e.a',a ' ,N 9s AUTO 5 4V7CE SULD:NG l .. vrz n sw,m n: w"i4c�4av, v caa.aArra, F.F.E.=23R: U, i 11 \\ \ n mra Aa. n raw sr. _ avA ADW2 v 7 I 1 \ \ 6 Lnr COW. W. waP14a, s'10.10, Ll. a ILR max-o+mrT •, v.T. n. w.ca a L % l cW arse• � aqY } I ; � A� •1\ //'- ro � , � `� 1 a � �ctl•'vtn �ro 2a.s,v sr I I re,l,u nc FF. E.=238.C± firma � �r saouRP�b 1 i EXIS'i rG f tea\ _ `\ \ I 1 \ QlBUILs , SALES ` •�. 8 \� `\ I-+.., \ r4: DrNc .a... -�� , tr--------- e ---- A.t , 4BB.96 �..AI IB' -- E 1. 1 aAortA nu.E 11 `1 1 11 `, 1 11 11 1 1 I 1 1 1 1 1 `1 11 I 1 11 II I I I I I I I 1 I I I I 0 4arzk a LEWIS ,MOTORS, INC. "11 W 13C1-1325 SHELBURNE ROAD °n ,xva a.ws ctir L4oPrs,ao U.S. ROUTE 7 � ra, ,4aw� as ax.4 AAc 'e .riA m'oiritun ay.vrwrs rae cawcrz RVcmunas ---------- 1 1 9 I I t I I I I I I I 1 I I 1 1 1 I r 1 1 r 1 I r sa t LEGEND D utsrt4c wia euw ` µ cores*ro o 4 Par „raaTn.��, pw etc L aw �9 b .R � v for 1./ OCT 2 8 t996 City of So. Burlington Ir— TRUDELL CONSULTING ENGINEERS, INC. 14 Blair Perk Road boa 306 WOlatm VL 05495 l79.63M 11 B U \R � I N,T G T\ N � � / "I ` V, — Project Location CVTRUMU CONSMTPIO LWAO.E65, PIG lIY MM A6 aRN4 a M N,pt b1 CONCVNAL APPaOVAL "*—ON y AA16S10N APPaovu. umMLcvoN ACT 290 r MAL AMOVAL supwism coucnm DRAYNNC•9 It.vorenelaAmr-or_rg anlw�c, Deacrtptfon Daa by R-1.1 na W�\I1t111NININIpIy,� � rrLrA o 9, 3 R N0. 3872 ��0/,SptONA11111U1N� �P Prolect title ALEXANDER LEWIS Shelburne Road South Burlington, Vt. 1998 Conceptual Site Plan Prolect number ___ 9506a-53 Prolect manage JTM thaws Sur Date __. 05/I3/9B $fie Approved -- Graphic Scale —=7 Feet 40 0 40 60 120 160 Preliminary November 12 October 15, Page 2 Comments - Planning 1996 Agenda Items 1996 coverages is now 49% or 29,400 square feet. This is only a 540 square foot increase and the addition by itself is 720 square feet not including the additional parking area. The overall coverage information should be recalculated to reflect the correct overall coverage percentage. --- the bike rack is not in place as was required under the 10/10/95 approval. --- the dumpsters are not located behind the building as required. --- no additional exterior lighting was approved on 10/10/95 yet two (2) floodlights were placed on the rear addition. These floodlights must be replaced with downcasting shielded fixtures. Submit cut -sheets for the replacement lights and any additional exterior lighting proposed. --- plan should be revised to show a 22 foot wide parking aisle for the six ( 6 ) added spaces at the rear and parking spaces 18 feet long. --- the minimum landscaping requirement of $600 is not being met. Plan should be revised to meet this requirement. --- the applicant should be aware that the road impact fee will be approximately $300. ALEXANDER LEWIS - AUTO SERVICE FACILITY - PRELIMINARY PLAT --- submit a perimeter survey of the property stamped by a land surveyor. --- the preliminary plat should include the names of owners of record of adjacent acreage. --- indicate the species of bushes proposed and the type of maples proposed. --- submit details (cut -sheets) for the proposed building mounted lights which are completely downcasting shielded fixtures. --- provide copy of stormwater hydrology computer model results prepared by Nelson Heindel & Noyes. Memorandum - Planning September 24, 1996 agenda items September 20, 1996 Page 6 7) ALEXANDER LEWIS - AUTO SERVICE FACILITY - SKETCH PLAN This project consists of constructing a 9,270 square foot auto service facility on a lot containing a commercial complex of 19,440 square feet for auto sales and service. The ZBA on August 26, 1996 granted the applicant a use variance for the proposed service facility. This property located at 1301-1325 Shelburne Road lies within the Cl and Bartlett Brook Watershed Protection Overlay Districts. It is bounded on the north by the Lakewood Commons commercial complex, on the west by a distribution/warehouse and fire station, on the east by Shelburne Road, and on the south by Holmes Road. Access/circulation: Access is provided by the following: 1) a 40 foot curb cut on Shelburne Road at the northerly end of the property, 2) a 24 foot curb cut on Shelburne Road at the south end of the property, 3) a 40 foot curb cut on Holmes Road located 110 feet from Shelburne Road, and 4) a 26 foot curb cut and driveway on Holmes Road shared with Lakewood Commons and the fire station. The applicant is proposing to close two (2) curb cuts on Shelburne Road. Circulation on the site is adequate. Coverage/setbacks: Building coverage is 12.4% (maximum allowed is 30%). Overall coverage is 68.2% (maximum allowed is 70%). Front yard coverage along Shelburne Road is being reduced to 69.3% (maximum allowed is 30%). Front yard coverage along Holmes Road is 61% (maximum allowed is 30%) which is existing and will not be made worse by this application. At staff's request, applicant is proposing to convert a 10 foot wide strip of pavement along Shelburne Road to green area. Staff recommends that a 25 foot strip be converted to green space since the Shelburne Road widening project will be taking 10 feet of land. This will result in a fifteen (15) foot green strip subsequent to the roadway project. Setback requirements are being met. Parking: A total of 58 parking spaces for customers and employees are required and 83 spaces are provided including four (4) handicapped spaces. A bike rack will be provided as required. 0 Memorandum - Planning September 24, 1996 agenda items September 20, 1996 Page 7 Landscaping: The minimum landscaping requirement, based on building costs, is $7500 which is not being met. Applicant is proposing $2,000 worth of new landscaping and is seeking a credit for the $5500 shortfall. The applicant estimates that the value of the existing landscaping is $17,350. Staff recommends that street trees be planted along the Shelburne Road and Holmes Road frontage in keeping with City policy. Traffic: This property is located in Traffic Overlay Zone 2 which allows this property to generate a maximum of 107.7 vehicle trip ends (vte's) during the P.M. peak hour. ITE estimates that the current facility generates 54.9 vte's and with the expansion to generate 74.7 vte's. This represents a 19.8 vte increase. The applicant should be aware that the road impact fee is approximately $3500. Bartlett Brook Watershed Protection Overlay District: The portion of this property to be developed is located in the Bartlett Brook Watershed Protection Overlay District. A total of 26,610 square feet of undeveloped land will be developed. The applicant has submitted the information necessary to Nelson Heindel & Noyes for inclusion into the City's stormwater hydrology computer model. The results of the study may be available for the meeting. Sewer: The additional sewer allocation needed is 60 gpd. There is currently no reserve capacity available at the Bartlett Bay Wastewater Treatment Facility. The applicant will be placed on a waiting list until reserve capacity is available. Lighting: This site contains a combination of pole mounted flood lights and pole mounted downcasting shielded fixtures. The flood lights are mounted on poles along Shelburne Road which will be relocated as part of the Shelburne Road reconstruction. The applicant would prefer to wait until the poles are relocated to replace the lights with downcasting shielded fixtures. Proposed lights include building mounted 175 watt metal halide lamps which do not appear to be completely downcasting shielded fixtures. Applicant should chose new fixtures which are completely downcasting shielded fixtures. The locations of these lights should be shown on the preliminary plat. Staff recommends the applicant submit a point by point lighting plan. The applicant has indicated that he does not want to go to the expense of having such a plan proposed. 7 Memorandum - Planning September 24, 1996 agenda items September 20, 1996 Page 8 Dumpsters: A screened trash storage area is provided. The plan indicates that a portion of this area will be on lawn area. The plan should be revised to remove the lawn area from the trash storage area. Other: The Planning Commission should decide whether this project should go to preliminary plat or go directly to revised final plat. COUNTRY PARK ASSOCIATES - MULTI -FAMILY DWELLINGS - SKETCH AND REVISED FINAL PLAT This project consists of amending an existing development consisting of a 76 unit elderly housing project. The amendment consists of construction of an additional 24 residential units in three (3) buildings and three (3) carport structures. This proposal replaces the 32 unit proposal approved on 5/28/96 (minutes enclosed). The ZBA on 5/13/96 granted the applicant a variance to allow a greater density than permitted in the R7 District. This property located at 635 Hinesburg Road lies within the R7 District. It is bounded on the north by a contractors yard and medical office building, on the east by Hinesburg Road, and on the south and west by multi -family residences. Access/circulation: Access is via an existing 32 foot curb cut on Hinesburg Road. No changes proposed. Circulation on the site is adequate. The Fire Chief requests that there be no vehicle parking in the access driveways. Coverage/setbacks: Building coverage is 14.3% (maximum allowed is 20%). Overall coverage is 31.2% (maximum allowed is 40%). Plan should be revised to note these coverages. Setback requirements are met. Parking: A total of 225 spaces are required for the existing and proposed dwelling units (171 for the existing units and 54 for the proposed units). There currently exists 76 spaces and 48 additional spaces are proposed including two (2) handicapped spaces for a total of 124 spaces. This represents a 101 space or 44.9% shortfall. The applicant is proposing 10 overflow spaces for the existing units. Constructing these 10 spaces would result in 134 L LMS MOTORS, INC. 1325 SHELBURNE RD., PO. BOX 4511 SOUTH BURLINGTON, VERMOK 05403 TEL (802) 658-1130 • The Classic Series is the lighting industry's most distinguishable standard fixture, noted for crisp, modern lines and elegant styling. With three sizes to choose from - small, medium and large - a continuous, dramatic • appearance can be achieved throughout any architectural setting. Or n As the design shows, the Classic Series' optical system has a unique forward 19 Cal C«t Sheet Akad a,d for throw, obtained through an led lens aperture. And, with JL ao w S�,por' Maea/ yBl,d�,L its controlled cutoff, wide Th�'s saw /;��t �,�,P choice of H.I.D. lamp types %s to 14tang and wattage combinations, �'� sador� lot and 6u,7d;„ the Classic Series is the perfect �ts - Lot % �;s� �� 0% combination for use in automobile dealerships, fast-food operations, to 2. parking lots, tennis courts and L-;.,r, J, on �/, 1 1� �G71�r�. perimeter lighting. PHOTOMETRIC DATA 40OW Super Metal Halide *W-ft (Type FT - Forward Throw Distribution) 3MH 21AH 1 MH 0 MTG. HT. A B C D 2MH 1MH 0 1MH- E F 12' 27.8 13.9 5.6 2.8 1.4 .56 14' 20.4 10.2 4.0 2.0 1.0 .41 16' 15.6 7.8 3.1 1.6 .78 .31 18' 12.4 6.2 2.5 1.2 .62 .25 20' 10.0 5.0 2.0 1.0 .50 .20 22' 8.3 4.1 1.7 .83 .41 .17 24' 6.9 3.5 1.4 .69 .35 .14 26' S.9 3.0 1.2 .59 .30 .12 28' S.1 2.6 1.0 .51 .26 .10 .89 .441 .22 .09 2MH LUMEN RATING 40,000 3MH MH REFERS TO MOUNTING HEIGHT LEVELS SHOWN ARE IN FOOTCANDLES 4MH 5MH FIXTURE FRONT 40OW High Pressure Sodium (Type FT - Forward Throw Distribution) 3MH 2MH 1MH 0 MTG. HT. A B C D E F 2MH 1MH 0 1MH The Classic Series maximizes on efficiency with Forward Throw distribution. This provides a maximum rear cutoff and excellent perimeter lighting results. 1000W Metal Halide (Type FT - Forward Throw Distribution) 3MH 2MH 1 MH 0 MTG. HT A R C D F 2MH 1MH 0 1MH F (; 16 31.3 15.61 7.8 3.1 1.6 .78 .31 18' 24.7 12.3 6.2 2.5 1.2 .62 .25 20' 20.0 10.0 5.0 2.0 1.0 .50 .20 22' 16.5 8.3 4.1 1.7 .83 .41 .17 24' 13.9 6.9 3.5 1.4 .69 .35 .14 26' 11.8 5.9 3.0 1.2 .59 .30 .12 28' 1 10.2 5.1 2.6 1 1.0 .51 .26 .10 30' 8.9 4.4 2.2 .89 .44 .22 .09 35' 1 6.51 3.31 1.6 .65 .33 .16 .07 39' 1 5.31 2.61 1.3 .53 .26 .13 " 2MH LUMEN RATING 107,800 3MH MH REFERS TO MOUNTING HEIGHT LEVELS SHOWN ARE IN FOOTCANDLES 4MH 5MH FIXTURE FRONT 1000W High Pressure Sodium (Type FT - Forward Throw Distribution) MTG. HT. A R C D F F G MEMO7 1MH 1MH 21VIH 2MH LUMEN RATING 50,000 tol` _ LUMEN RATING 140,000 3MH MH REFERS TO MOUNTING HEIGHT 3MH MH REFERS TO MOUNTING HEIGHT LEVELS SHOWN ARE IN FOOTCANDLES 00,10 'LEVELS SHOWN ARE IN FOOTCANDLES 4MH ■,_4MH FIXTURE FRONT 5MH FIXTURE FRONT 5MH L lighting snstnms'. LSI LIGHTING SYSTEMS, A Division of LSI Industries Inc. 10000 ALLIANCE ROAD • P.O. BOX 42728 • CINCINNATI, OHIO 45242-0728 • (513) 793-3200 • FAX (513) 793-0147 LSI-CL-REV 7/94-5M C 19941 LSI Lighting Systems Printed in the U.S.A. 12' 27.8 13.9 5.6 2.81 1.4 .56 14' 20.4 10.2 4.0 2.01 1.0 .41 16' 15.6 7.8 3.1 1.6 .78 .31 18' 12.4 6.2 2.5 1.2 .62 .25 20' 10.0 5.0 2.0 1.0 .50 .20 22' 8.3 4.1 1.7 .83 .41 .17 24' 6.9 3.5 1.4 .69 .35 .14 26' 5.9 3.0 1.2 .59 .30 .12 28' 5.1 2.6 1.0 .51 .26 .10 30' 4.4 2.2 .89 .44 .22 .09 16' 31.3 15.6 7.8 3.1 1.6 .78 .31 18' 24.7 12.3 6.2 2.5 1.2 .62 .25 20' 20.0 10.0 5.0 2.0 1.0 .50 .20 22' 16.5 8.3 4.1 1.7 .83 .41 .17 24' 13.9 6.9 3.5 1.4 .69 .35 .14 26' 11.8 5.9 3.0 1.2 .59 .30 .12 28' 1 .21 5.1 2.6 1.0 .51 .26 .10 30' 8.9 4.4 2.2 .89 .44 .22 .09 35' 6.5 3.3 1.6 .65 .33 .16 .07 39' 5.3 2.6 1.3 .53 .26 .13 .05 PHOTOMETRIC DATA 40OW Super Metal Halide A< -"Wm (Type FT - Forward Throw Distribution) 31VIH 2MH 1 MH 0 MTG. HT- A R C D 2MH 1MH 0 1MH F F 12-1 27.81 13.91 5.6 2.8 1.4 .56 14-1 20.41 10.21 4.0 2.0 1.0 .41 16-1 15.61 7.81 3.1 1.6 .78 .31 18' 12.41 6.21 2.5 1.2 .62 .25 20' 10.0 5.0 2.0 1.0 .50 .20 22' 8.3 4.1 1.7 .83 .41 .17 24' 6.9 3.5 1.4 .69 .35 .14 26' 5.9 3.0 1.2 .59 .30 .12 28' 5.1 2.6 1.0 .51 .26 .10 30' 4.4 2.2 .89 .44 .22 .09 2MH LUMEN RATING 40,000 31MH MH REFERS TO MOUNTING HEIGHT LEVELS SHOWN ARE IN FOOTCANDLES 4MH 5MH FIXTURE FRONT 40OW High Pressure Sodium (Type FT - Forward Throw Distribution) 3MH 21VIH 1 MH 0 MTG. HT A R C n F F 2MH 1MH 0 1MH The Classic Series maximizes on efficiency with Forward Throw distribution. This provides a maximum rear cutoff and excellent perimeter lighting results. 1000W Metal Halide (Type FT - Forward Throw Distribution) 31VIH 2MH 1 MH 0 MTG. HT_ A R C D F F G 2MH 1MH 0 1MH 16" 31.3 15.6 7.8 3.1 1.6 .78 .31 18' 24.7 12.3 6.2 2.5 1.2 .62 1 .25 20' 20.0 10.0 5.0 2.0 1.0 .50 .20 22' 16.5 8.3 4.1 1.7 .83 .41 .17 24' 13.9 6.9 3.5 1.4 .69 .35 .14 26' 11.8 5.9 3.0 1.2 .59 .30 .12 28' 10.2 5.1 2.6 1.0 .51 226 .101 30' 8.9 4.4 2.2 .89 .44 .22 .09' 35' 6.5 3.3 1.6 .65 .33 .16 .07' 39' 5.3 2.6 1.3 .53 .26 .13 .05 2MH LUMEN RATING 107,800 3MH MH REFERS TO MOUNTING HEIGHT LEVELS SHOWN ARE IN FOOTCANDLES 4MH 5MH FIXTURE FRONT 1000W High Pressure Sodium (Type FT - Forward Throw Distribution) 3MH �MH 1 MH 0 MTG. HT A R r. n F F r: ■®�� 1MH FAR . VERB 1MH 2MH „2MH LUMEN RATING 50,000 ` LUMEN RATING 140,000 3MH MH REFERS TO MOUNTING HEIGHT 31VIH MH REFERS TO MOUNTING HEIGHT LEVELS SHOWN ARE IN FOOTCANDLES . LEVELS SHOWN ARE IN FOOTCANDLES 4MH ■ILI 4MH FIXTURE FRONT 5MH FIXTURE FRONT SMH HOLM SYMMS TM LSI LIGHTING SYSTEMS, A Division of LSI Industries Inc. 10000 ALLIANCE ROAD • P.O. BOX 42728 • CINCINNATI, OHIO 45242-0728 • (513) 793-3200 • FAX (513) 793-0147 LSI-CL-REV 7194-5M Cc 1994 LSI Lighting Systems Printed in the U.S.A. 12' 1 27.81 13.91 5.6 2.8 1.4 .56 14' 20.4 10.2 4.0 2.0 1.0 .41 16' 15.6 7.8 3.1 1.6 .78 .31 18' 12.4 6.2 2.5 1.2 .62 .25 20' 10.0 5.0 2.0 1.0 .50 .20 22' 8.3 4.1 1.7 .83 .41 .17 24' 6.9 3.5 1.4 .69 .35 .14 26' S.9 3.0 1.2 .59 .30 .12 28' S.1 2.6 1.0 .51 .26 t0 30' 1 4.41 2.2 .89 .44 .22 .09 16' 31.3 15.6 7.8 3.11 1.6 .78 .31 18' 24.7 12.3 6.2 2.5 1.2 .62 .25 20' 20.0 10.0 5.0 2.0 1.0 .50 .20 22' 16.5 8.3 4.1 1.7 .83 .41 .17 24' 13.9 6.9 3.5 1.4 .69 .35 .14 26' 11.8 5.9 3.0 1.2 .59 .30 .12 28-1 10.21 5.1 2.6 1 1.0 .51 .26 .10 30' 8.9 4.4 2.2 .89 .44 1 .22 .09 35' 6.5 1 3.31 1.6 .65 .33 .16 .07 39' 5.3 2.61 1.3 .53 .26 .13 .05 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 Alexander Lewis 200-6 Lake Street Burlington, Vermont Re: Auto Service & RE_ Dear Mr. Lewis: October 28, 1996 1325 ZONING ADMINISTRATOR 658-7958 Shelburne Road Enclosed is a copy of the September 24, 1996 Planning Commission meeting minutes. If you have any que tions, please give me a call. i cer y, J e Weith, C ty Planner JW/mcp 1 Encl PUBLIC HEARING SOUTH BURLINGTON PLANNING COMMISSION The South Burlington Planning Commission will hold a public hearing at the South Burlington City Hall, Conference Room, 575 Dorset Street, South Burlington, Vermont on Tuesday, November 12, 1996 at 7:30 P.M. to consider the following: Preliminary plat application of Alexander Lewis to construct a 9,270 square foot auto service facility on a lot containing a commercial complex of 19,440 square feet for auto sales and service, 1301-1325 Shelburne Road. Copies of the application are available for public inspection at the South Burlington City Hall. William Burgess Chairman, South Burlington Planning Commission October 26, 1996 I✓. 6g5191, NM1W /� � Gr.phlc Scale T` Feet 40 0 40 gp 120 160 JTrNC BUILDII:G f AFFELL D:5'F1B� EXISTING PLANTING SCHEDULE COMMON NAME OUAN'I'1- SIZE y, 4APlES A 2 - 2 1/2' � t PME iRECS 0 10' TY� K� 20 12'-2s' 9 2 - 2 1/2' Q 6USNEs TIGER LILIES N'/A JO' Rotr f' WIDE -IM SIRCR 1 10' CALIPER CRABAPPLE 2 2- —2 1/2- LARGE MAPLE 1 IA' O11— NEW PLANTING SCHEDULE MAPLES 12 2 - 2 117' CALIPER p susNE3 30 3- - A' NJf GENERAL NOTES ,. —or,. aE= t MRIf ,aLAea tune Pau.Pt J rcwvn : m,',,,'"w'a ri.w[ anwwK s rw,Rc Msxln wRLaRrs+L 'c''' sn.a �cwnrtRnn : s�rv,rre : w' .w io A vrt rs swKn s.: 4.n� K atlrtR , raw AIrtA: x,Jx sr a.n.rs a ror.; R.eeMe vs s.m aa�r ,Lo�.,o L�voro >41u tr. 1a r,orlr .No w1,,.¢ rt , ,• > r s �-1a LEGEND ----- x----- D m,rlRc era OxM .. ..�K w cu,:Tv 0 nasT,rA:..I.n[ a�iln m oow.e,,. ' TRUDELL CONSULTING ENGINEERS, INC. 14 elalr rwt Road b- 508 1AIIIwom Vt, 05495 879-6331 1 8 U R N T/0 N : M REC� k V� G G i , 6 1996 City of So. Burlington B U\R L I fT G T\ N � / 'A ` \U — Project Location �TRIIDELL CONSlLLTa1G rNGRdFAA WC C.I ,,. "MovAL yA0D01, tapJx ' Ar1 o— 10.�,1690N ACT M AxM-s10,L ,91AL A Ma 9nALLi90r1 tlO,a Uc w paAvieK6 _ ww Deec+tp�n Ma !y IIOV Won. xa��\�aominlV�� roc ,\r�S M1vl(RY i E h E a * NO. 3372 "$yf�SSIONAL E �f " MIp11YII1Ni1GYM Project tltla ALEXANDER LEWIS Shelburne Road South Burlington, Vt. ShoN � 1996 Preliminary Site Plan protect number - 95068-5a Project manag.2 JTN Dra1I,11 SMT Date f0/10/96 yule 1'=40' Approved SPI FARR£ll DIStRI9UnND gUIL01N0 r,,.phkScale MMd-_ feet 40 0 40 Bo 120 wo EXISTING PLANTING SCHEDULE COMMON NAME QUANTITY SIZE MAPLES 4 2 - 2 1/2- �•y 9 10• Y PINE TREES a YEWS 20 12•-2Y 9 2 - 2 1/2• Q BUSHES TIGER ULIES N/A 30' ROW I' WIDE aNf /E BIRCH I 10• CALIPER ,.y/� F CRABAPPLE 2 2• -'2 1/2- LA— MAPLE I ". OALIPER i� NFW PLANTING SCHEDULE • MAPLES 12 2 - 2 1/2- CALIPER Q BUSHES 30 3' - {' HIGH GENERAL NOTES 1, awuz . coNs[ma.nw.e< x Mxio•LR ..aw z um m°Vp1uA.o1 raesz sae.ea A :a,k plsalcr: caVuOrrz.. a• scra.a aa1aNLNn : R �1ei°.G.a : z 41MC. p' 4 LR Ip 40,.t0 pr: WIN CDN SNR Niwu rrmS1eK V.e WUEeN wwxuIN r0.sp eww.na. 1(pW'pIT Gp 9L 1 Niu .AG tY na.s+ Y. -CAN .oM3 a wr ro ws wuoacs m. ss. os :zxs r.uleNr:esz v. a ns Ieru roW1.Q AGI1 I. Gtp a 7 r.aNnw pav s.o:s a uxdf�ELOrr9 t.WP T 36W St. 0< p[eftOr[D Wa la Rlvlr ruro rovrn.n �¢ r NEs WR.O rmu v. - at LEGEND —m— oasnNP truly oalN.0 —rp— rNarPsm saEr uK _.— D atsrtxr um. a.sm _ vH. a.resror REC.. ;CLw G C 1 6 1996 City of So. Burlington TRUDELL CONSULTING ENGINEERS, INC. t4 Max Park Road boa 306 W=sWM Vt. 05495 679-6331 B UDR %\1 N i£ T/O N s o u r H B U R L I G T I U - Project Location !TllTRImF1.L CCINSULTM ENGOJEEM INC aa ewM Aa aarAau Al M taarae 011 CfYIOPIUAL A2TiOVAL raELIMHARY APraOVAL AmM690M ACT 160 SI.MLSSION 1gAL APPIOVAL 9YM690N �COl6iR11C11t1N OaAWIMGI IddrOlBONQATLK V_ffi 9aA Wp�Gr r..ArWa+... wr�.re:a. a.arr.n EREs.. e r r IaryT � Y �e Ma .qY mNYr tlr L_ uw� LiwsT ¢v®a c: \Gc: \Gwc\9sase3.t to-la-ae It a9: s. D♦ti 4VWona W4\\n1111411IIdlppN� ya� TrLEA,�y�S- z * NO. 36]2 * s �i... �IONALp 'ry�rnprnllnnmlmolo�o Proect tttb ALEXANDER LEWIS Shelburne Road South Burlington, Sheet m,. 1998 Conceptual Site Plan ProJect number 9506E-53 PrOlect mana5et jTM Orav Se Data 05/13/96 SCak r'= Approved City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658.7955 October 15, 1996 Alexander Lewis 200-6 Lake Street Burlington, Vermont 05401 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed are preliminary comments on the above referenced project from City Engineer Bill Szymanski, Fire Chief Wally Possich and myself. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Friday, November 1, 1996. If you have any questions, please give me a call. Since r ly, ` Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls M E M O R A N D U M To: South Burlington Planning Commission From: William J. Szymanski, South Burlington City Engineer Re: November 12, 1996 Agenda Items Date: October 10, 1996 WCAX TELEVISION - JOY DRIVE Site plan prepared by Freeman, French, Freeman, Inc., dated 9/20/96 is acceptable. TOP SHOP - ETHAN ALLEN DRIVE Site plan dated 9/17/96 prepared by Julian Goodrich is acceptable. RENE J. BERARD - SUBDIVISION PLAN - BERARD DRIVE Subdivision plan dated 8/9/96 prepared by William Chase surveyor is acceptable. ALEXANDER LEWIS - AUTO DEALERSHIP - SHELBURNE ROAD The sidewalk across the Shelburne Road entrance should be continuous. RAGS & RICHES - WILLISTON ROAD Site plan received October 3, 1996 is acceptable. M E M O R A N D U M To: South Burlington Planning Commission From: Wallace Possich, South Burlington Fire Chief Re: Plans Reviewed for November 12, 1996 Agenda Date: October 8, 1996 I have reviewed the listed site plans and my comments are as follows: 1. The Top Shop Dated 9/17/96 87 Ethan Allen Drive Acceptable 2. WCAX Dated 9/20/96 30 Joy Drive Project M9619 Acceptable 3. Subdivision/Berard for Ayer Dated 9/4/96 Berard Drive Acceptable 4. Rags & Riches Dated 10/l/96 1717 Williston Road Acceptable 5. Lewis Motors Dated 10/2/96 1325 Shelburne Road Project 95068-53 Acceptable CITY OF SOUTH BURLINGTON Subdivision Application - PRELIMINARY PLAT 1 ) Name of Applicant Alr,.,y-q- tiQ4Z,11 .J ZQitn/iS 2 ) Name of Subdivision 3) Submit Subdivision Fee 4) Describe Subdivision (,i.e. total acreage, number of lots or units, type of land use, gross floor area for commercial or industrial uses) : Ac-xa-S - Zc6s 5) Indicate any changes to name, address, or phone numbers of owner of record, applicant, or contact person since sketch plan application: ,200 - C Le-,�,2, 5zt Yl- D.S�tl! �z 1W 3 - 6) Name, address, and phone number of: b. Surveyor C. d. Plat Designer�T=r 7) Indicate any changes to the subdivision such as number of lots or units, property lines, applicant's legal interest in the property, etc., since sketch plan application: 1 8) List names and mailing addresses of owners of record of all contiguous properties: 1 'JAB VV00 � to DtJ�/�p yy Y7-,o_6 iw no'wh 9) State title, drawing number, date of original plus any revisions, and designer(s) of the preliminary map(s) accompanying this application: 10) COST ESTIMATES for Planned Unit Developments, multi -family and commercial and industrial complexes: a) Buildings b ) Landscaping 7544 c ) All other site improvements (e.g., curb work'�l� 11) ESTIMATED TRAFFIC for Planned Unit Developments, multi- family projects, and commercial and industrial complexes (2-way traffic, in plus out): A.M. Peak hour 30 P.M. peak hour 3 0 Average daily traffic 3 O % of trucks / 12) Attach FIVE copies and ONE reduced copy (11 x 17) of preliminary map showing the following information: a) Proposed subdivision name or identifying title and the name of the City.. b) Name and address of owner of record, subdivider and designer of Preliminary Plat. c) Number of acres within the proposed subdivision, location of property lines, structures, watercourses, wooded areas, and other essential existing physical features. 2 d) The names of all subdivisions immediately adjacent and the names of owners of record of adjacent acreage. e) The location and size of any existing sewers and water mains, culverts and drains on the property to be subdi- vided. f) Location, names and widths of existing and proposed streets, private ways, sidewalks, curb cuts, paths, easements, parks and other public or privately main- tained open spaces as well as similar facts regarding adjacent property. g) Contour lines at intervals of five feet, based on United States Geological Survey datum of existing grades and also of proposed finished grades where change of exist- ing ground elevation will be five feet or more. h) Complete survey of subdivision tract by a licensed land surveyor. i) Numerical and graphic scale, date and truce north arrow. j) Details of proposed connection with existing water supply or alternative means of providing water supply to the proposed subdivision. k) Details of proposed connection with the existing sani- tary sewage disposal system or adequate provisions for on -site disposal of septic wastes. 1) If on -site sewage disposal system is proposed, location and results of tests to ascertain subsurface soil, rock and ground water conditions, depth to ground water unless pits are dry at depth of five feet; location and results of percolation tests. m) Provisions for collecting and discharging storm drainage in the form of drainage plan. n) Preliminary designs of any bridges or culvert which may be required. o) The location of temporary markers adequate to enable the Commission to locate readily and appraise the basic layout in the field. Unless on existing street intersection is -shown, the distance along a street from one corner of the property to the nearest existing street intersection shall be shown. p) All parcels of land proposed to be dedicated or reserved for public use and the conditions of such dedication or reservation. 3 13) Development timetable (including number of phases, and start and completion dates) : _��i / 9"6 14) List the waivers applicant desires from the requirements of these regulations: 15) 1) All existing subdivision, approximate tract lines and acreage of adjacent parcels, together with the names of the records owners of all adjacent parcels of land, namely, those directly abutting or directly across any street adjoining the proposed subdivision. 2) Locations, widths and names of existing, filed or pro- posed streets, curb cuts, easements, building lines and alleys pertaining to the proposed subdivision and to the adjacent properties as designated in paragraph 1 above. 3) An outline of the platted area together with its street system and an indication of the future probable street system of the remaining portion of the tract, if the Preliminary Plat submitted covers only part of the subdivider's entire holding. (Signature) applicant or contact person 4 M,1„4 wr .- m. - Gmph1C S-i. Feet 40 0 40 80 120 160 pI5TR10UpNG BUILDING E PRQE=� EXISTING PLANTING SCHEDULE EXISTING PLANTING SCHEDULE COMMON NAME OJAN'TITY SIZE «AV ES N 2 - 2 1/2- -1 t vJRE !REFS 9 10� a M.S 20 12'-2.' O BUSHES 9 2 - 2 1/7- nGER LILIES N/A 30' ROW 1' WIDE !; .E.`C NMIm 91.p 1 10' CALIPER 3 E CRABAPPLE 2 2- -'2 1/2- LARGE MAPLE 1 IA' OALIPER NEW PLANTIN • SCHED L F «APLEs l2 2 - 2 1/2- U ;KR O 9USHEs 30 P - 4' HWf GENERAL NOTES bars : «a..lDr s uws auAla owc vnA]!E z anuusA . ] m•Art! bloc ona].e a ]a.l.c Nsnucr: aol,unN •o• :nAa t:wnmt«n: + w:m' u� s� !a rtt rlo. Kw.xr usinmi �� n t0. W rU.a(. vYLI«ot : iAID Y. P tilt I.K1pIT: iyW Y. a !>.At ralu WWIA. Aat l taro .uNK »] f.01 n o-p LAro ro rim v. Y Ofrtta^m LAre ra rlovr rAv cA\E..ot �sT.uro iau ir: !u LEGEND ❑ tamrc urw l.vx .. «a. a ow]ra o msrn+c v.wE ,wAm ,w ac.«c.., OCT n 4 1996 City of So, Burlington TRUDELL CONSULTING ENGINEERS, INC. 14 51.1r Put Awd bon 309 ViNstorl. Vt 05495 979-6331 B U N T 0 N t S 0 U T H B U R L I G T 0 N Ilk, 0 CWTUMLL COMUTM ENGNEERA M n.a ,uu..n �e..a raa n. runoa a\ OONCWTUAL APP.O«AL E{Mmatli P.pJNNA.Y wrr.wu 3Ll-mmm ACT x!o alnAtresloN --i IOM.t waPawu auA1690tN COtQf =T=N O.AWWA ISAeoAme.oenorca Tra uAwAa w'i:P.e:Tw ni wa f Lm u�®�c�oc�Rseea3 roa-os Ie \2�\�r., Guc *— D.a I by Re-I.lul. N\\\\4\U141N\W Y` y'1 S IYLER �l�P,G fd�. * NO. 3b72 • @ 49q�I�Aumnne�tm°e Prof.ct for ALEXANDER LEWIS Shelburne Road South Burlington, Vt. sheet Conceptual Site Plan Protect numb« 9506853 ProW,t m.n.5u Jnl Dr.w S«T Dab 05/13/96 S-w 1 s0' Approved SPI 3 L,,4-� ( wC" Is--_ .� uc, q-�o too - .- 40, 4)9. 1 �� JO n��r� �llflw �- w� pgRRELL DISTRIBUTING BUILDING 397,01' N 19'3023- va00• s W3075, R t - -I r^.r pFT --------------------'-- •im ' APPARENT BOUNDARY OF waii•/ BARRETIS BAY RAIER9 OKAUY DISMICI. •mY •rs r�I�iM1,•• •'r �� -- �� PRDPOSED g n rA.P• AUTO SERVICE BU7L07NC b O O i EXISTING 7 ! n AU 70 SERvlCE •"Q1O1 BUILDING ,•,� n1st. ..n rf fW1•,� ay n,pt tR i+ EXISTING N g( c y' ■ — ♦ 4.�_ SALES" IIII rn.z g 5 • Rc 8 e I ,1,,,. BUILDING r 1g • . Te � I 1 11� • �� • • • n'm 1 1,� 1 . an.a I a I wv. vaeR'.lift e,aua ms • I � . J p� � w. E •R.nX LEWIS MOTORS, INC. 1301-1325 SHELZRNE ROAD U.S. ROUTE 7 a ' k m•rXrt xr.Rturtwx ,a LEGEND ,rR.r •rAw.� a .. ro: Aocm aw".••am ' NYerA"r • .Ro.a•o urw eaw • ,•• .oLAaa 1,w. o m,rwo wwac } ,.r,. w.rR,R• ua, • Rwo•• •..,aL A .Lm�m EXISTING PLANTING SCHEDULE COMMON NAME ZAN777-Y SIZF MAPLES 2 2 - 2 1/2- PINE TREES 12 '0- • TEAS 20 II--24- BUSRES 9 2 - 2 1/2- TIGER LILIES N/A M* ROW I• WIDE -I- BfRpr 1 IO- CAMPER fRASAPPL, 2 2- - 2 1/2- -LARGE D BOX N/ARECEN C A UNDER UDI SICN •j� w so LARGE MAPLE 1 IA- CALIPER S P 1 3 1y�6 GENERAL NOES aovnr •Aa� m•..a•wr v.ar L�,ArA � „Ba,RW mrLRccu Yr• - a,• r a,.R z• r1..n.0.a•.n9 +nn ram sr....w ALwn sunn�r�rxM. °mi°ir aii City of So. Burlington r. ar•R, . z arnn•n, .[ LnrLn09uwrcr: sr•.c. AtanEraRrs. s mru .AtA s n Lor :roaAa: a. auR .AE.. �nr.L ..R.1R9 xAsr sr. a n.m, an a•,m TRUDELL CONSULTING ENGINEERS, INC. u err ft* 1to•d ■•a 306 Wedtm Vt 084" 679.63M Or MUCIELL CONSULMG CNGANEF.R.S, MC - xi auaLaa0r0• rnAs ARIOVAL AR xe0 submas oN mmA n-Ata commucnow t wwIGS LAST wj De•crgebn Daee 6; c Wxc\9sa•eax 9-11-9e e: xs: so am aaNWwtWRnlj OF Yfq%4�i o t L IYL[R T�•(�, �� a tY B • N0. 3872 qY� 2 hMn"If IN�m�hp hefect "do ALEXANDER LEWIS Shelburne Road South Burlington, Vt- Sh,:et tMe Conceptual Site Plan for 1996 hol•ct numbw 93068-32 Project mauler jTM Dim" SLIT Approved _ ---. Graphic Scale Feat 40 0 40 60 120 160 SP] PLANNER 658-7955 City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 September 20, 1996 ZONING ADMINISTRATOR 658-7958 Alexander S. Lewis 200-6 Lake Street Burlington, Vermont 05401 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed is the agenda for next Tuesday's Planning Commission meeting and my comments to the Planning Commission. Comments from City Engineer Bill Szymanski and Fire Chief Wally Possich were sent to you at an earlier date. Please be sure someone is present on Tuesday, September 24, 1996 at 7:30 P.M. to represent your request. If you have any questions, please give me a call. S' erely Joej!;Weith, Ci Planner JW/mcp Encls Preliminary Comments - Planning September 24, 1996 agenda items September 3 , 1996 Page 2 --- staff recommends that a sidewalk be constructed along the entire property's frontage with McIntosh Avenue. ALEXANDER LEWIS - AUTO SERVICE FACILITY - SKETCH PLAN --- show property line distances. --- the minimum landscaping requirement of $7500 is not being met. Plan should be revised to provide additional landscaping to meet the minimum requirement. --- indicate which parking spaces are for customers and employees and which are for vehicle display. --- the applicant should be aware that the road impact fee will be approximately $3500. --- provide the number of additional employees (for sewer calculation). --- provide existing and proposed front yard coverage calculations for each of the front yards. The front yard coverage limitation is currently exceeded and the proposal would increase the degree of nonconformity. The Planning Commission has no authority to allow this additional front yard coverage. --- plan should include the property's street address. -�- provide details (cut -sheets) of all existing and proposed exterior lighting and show locations on the plan. --- applicant should provide a point by point lighting plan which shows that the maximum illumination of lighting at ground level does not exceed an average of three (3) foot candles. --- the plan should show the boundaries of the Bartlett Brook Watershed Overlay District. --- indicate the square footage of undeveloped land which will be converted to developed land. --- show all existing and proposed dumpster storage locations, all dumpsters should be screened. --- a bike rack should be provided as required under Section 26.253(b) of the zoning regulations. --- the Lakewood Commons property should be removed from the plan since it is not part of this application. --- all non-downcasting and shielded light fixtures should be replaced with fixtures which are downcasting and shielded. --- the row of trees along the north boundary should be saved and shown on the plan. --- the existing metal building in the "trash area" should be shown on the plan. 2 Preliminary Comments - Planning September 24, 1996 agenda items September 3, 1996 Page 3 --- if more than 15,000 square feet of undeveloped land will be converted to developed land, this project will be subject to the requirements of the Bartlett Brook Watershed Protection Overlay District (see Article XIII of the zoning regulations). --- since significant improvements are being proposed for this property, staff recommends that additional improvements be made to improve the appearance of the property bringing it closer to compliance with front yard coverage requirements. Staff recommends that the row of parking along Shelburne Road be eliminated and replaced with lawn and landscaping (e.g., street trees). Additional area should be converted to green space so that a green strip remains even after the Shelburne Road taking and construction is complete. --- the proposed parking area north of the existing sales building should be eliminated. NILE & JULIE DUPPSTADT - 63 LOT SUBDIVISION - SKETCH PLAN The following additional information should be included on the sketch plan: --- type of, location, and size of proposed utilities. --- show boundaries of development and restricted areas as shown on the SEQ zoning map. --- location of existing septic systems and wells. Other comments: --- provide acreage of restricted areas and development areas as shown on the SEQ zoning map. --- show boundaries of development and restricted areas as shown on the SEQ zoning map. -- road "B" is approximately 1750 feet in length and road "A" approximately 950' in length. Section 401.1 of the subdivision regulations limits the length of these cul-de-sacs to 850 feet. --- the owner of the "sixth" lot should become a co -applicant to this application. --- Section 401.1(j)(1)(a) of the subdivision regulations requires a public road if the proposed roadway serves four (4) or more separate residential lots or single family detached units. The applicant is proposing a private roadway serving five (5) 3 �S IE 7,01 5�10 LrwVIS MOTORS, ii�C. 1325 SHELBURNE RD. SO. BURLINGTON, VT 05403 September 13, 1996 Office of Zoning and Planning City of South Burlington 575 Dorset Street South Burlington, Vermont 05403 TELEPHONE (802) 658-1130 FAX (802) 862-0544 Attention Raymond J. Belair, Zoning and Planning Assistant Re: Lewis Motors Service Facility Subject: Response to Preliminary Comments Dear Ray: VOLKSWAGEN SUZUKI Audi AUTHORIZED DEALER Thank you and your staff for your prompt response to our plans for the new Service Facility at Lewis Motors. Attached you will find a copy of the revised Site Plan, Drawing SP1, by Trudell Consulting Engineers, Inc.. Changes have been made as mentioned below. Below are our item -by -item responses to the comments you mentioned in your September 3 summary: 1. Property line distances are now indicated on SP 1. 2. Regarding the $7,500 "landscaping requirement": a) Through the more than twenty years we have occupied the property, we have added landscaping that we felt would be appropriate to the property and enhance its appearance without blocking the view of our cars from Shelburne Road. b) We ask for credit for the value of existing plantings, many of which are mature, well -located and appropriate to the property's use. c) The approximate value of the existing foliage shown on SP 1 for its in -place replacement cost (labor & materials for equivalent plantings at current ages of maturity) is approximately $17,350, itemized as follows: i) 2 Maples @ $400 each ................................................... $800. ii) 15 Pines @. $400 each ................................................. $6,000. iii) 2 Pines relocated and replanted @ $250 each ................. $500. iv) 20 Yews @ $100 each ................................................ $2,000. v) 9 bushes @ $150 each .................................................. 1,350. vi) 30 ft planting bed of Tiger Lilies ................................ $1,000. vii) 1 White Birch, nursery specimen grade @ $2,000 ....... $2,000. viii) 1 flower box with plantings (under AUDI sign) .............. $500. ix) 1 large Maple (10" caliper) ......................................... $3,000. d) The total value of the property with the new Service Facility (Grand List for existing value of improvements plus estimated cost for new work) will be $1,322,400. The prescribed percentage for this project is 2% of the first $500,000 plus 1% for the remaining $822,400, or a total of $18,224. e) Our plans call for an additional $2,000 in new plantings, not counting the cost of installing the green space between Shelburne Road and the display lot; that expenditure raises the total value for the site's landscaping to $19,350. f) Thus, i) presently, the value of landscaping on our property is in excess of the value required and, ii) when this project is complete, we feel that the value of landscaping on our property will be in excess of the amounts imposed by the percentages prescribed in the City's Zoning Ordinance. We anticipate hiring only four additional employees upon completion of the Service Facility. 4. See SP 1 for revised front yard green space. 5. The street address is indicated on SP I. 6. Regarding the site lighting comments: a) As you know, we currently have four light poles that may be relocated, along with changes the automobile display portion of the property that will take place as part of the widening of Shelburne Road. Once AOT finalizes its plans regarding the relocation of our Shelburne Road property line, locations and width of the sidewalk, utility poles, underground utilities and their manholes, we will indicate on a revised site plan the changes necessary to our display area, including final location of curbcuts, the pavement's edge, parking spaces and light poles. b) Several months ago, we did replace pole -mounted light fixtures that were damaged by weather in the center of the parking area with downcasting fixtures with the idea that they will be reused in the new plan. A copy of the manufacturer's performance testing of those fixtures is attached. c) The new Service Facility will have exterior building security light fixtures with concealed light sources on its north and west elevations. A copy of the manufacturer's performance tests is attached. 7. We have engaged the firm of Wagner, Heindel and Noyes to provide us with a report regarding the boundaries of the Bartlett Brook Watershed Overlay District and the impact this project will have on that District. We will provide a copy of that report as soon as it is available to us. 8. See SP 1 for an indication of the square footage of undeveloped land to be converted to developed land. 9. See SP 1 for location of existing and new dumpster storage facilities and their screemng. 10. See SP 1 for location of new bike rack. n- __ -, 11. Lakewood Commons property has been removed from SP I. 12. The row of trees on the north property line are shown on SP 1. 13. The existing metal building adjacent to the dumpster storage area behind the existing VW/AUDI building is shown on SP1. 14. See SP1 for revisions to the land adjacent to Shelburne Road to bring it more in line with the front yard coverage requirements. 15. The parking area north of the Acura sales building is eliminated per your request. Once again, thank you for your prompt attention to our application. We hope the materials above and the enclosures answer your concerns regarding the project. Please contact Dave Lewis or me if you have any further questions or comments prior to the September 24 meeting. Sincerely, g2--� � 4 Alexander Lewis Lewis Motors, Inc. encl. Revised Drawing SPl Pole -mounted light fixture manufacturer's datasheet Building security light manufacturer's datasheet H mum OE HYPAK 4000 SERIES CONTROL CUT OFF AREA LIGHT DESCRIPTION: ?he Hypek 1000 Is a versatile high performance •hero verttCstl cutoff iurnlnaJra ayapatble of meeatnq eta tM naoeOs of bee tlgne;nq "flub unit tabu be sonata mounted, recessed, pole, past, pa ridaM, Ind base mounted 10 allow for mAxlmum Metrsatility. The 7t5° to S5" aa�uctaWe cutoff reAea�r with lete►al spread a 1001 pr wdea uniform itumiiation To lneuro long mairtfle"mo-too, service, Fttrdrel uses a ample rya rest akmlrwm housing and a vandal resistant pofycarbonate projecting kWSL All hardMMsre is etrinless sfsi.l, Silicone aaskets assurtsweather and bug not saris. 't0*% O C', inspeadon and pretesting of ballasts are standard. SPECIFICATIONS: GENKRALr Luminairw shall be a high pwlommm ce. adjustable verWal sharp outeft Unit capable of adjusting through a range of 70910 86' Above nedir The unit shall provide unibrm ieumineoon. The un f shah. diiiftv'tt fight laleraky to I with some house silts lighting below true ,snit. The init than be suitable 1ck wet locadarls bind be able to be rrtauntad over reeeased 4-0 box, suidaae mounted wfth exposed eeentart, ;wr.ess mounted in cx7nioreta, pale, base, ,rind pendant mounted. Jnil may be provided with either: (1) a vane'el ratimasnt proja.1kj potycarbonato Ions pmvlding 180" lateral spread, of (2? a Rat Louang Tests wilt 1451'Atoral spread. 1 OUSINO: The housing shall consist of a Deis place alutninum die eesNrq havinp intsgfrttlly Cott ktaocitw,ats fit 4-0 boa envy and for indapandwM mourttfrp on wrrtaoiss, The howling adieu m4eisure 16 Yr is 13 ur x 6 74'. The housing shall be provided with a cast slurnintaa» apsca hole rw recessed or aurfaoe mounting with exposed oorWuk. It span also be prrvidedwtUl am alaiminvm a0cesearlaa making the unh sultatbkt fax pole pe c pendant, or base mounted applicastions. PAQJIICTINIRIILttT.N D001t: The dinerandIonasuer';zsnsistafclear, UV st bdi=ed Letatart Wycerboaase. The dloarRenat ahal msaaure 16 3N' x 15 34' x e/ W16% The left shall be a mIniialuen #,i o pees or &,Ie* for TOX11f+um Impact resistance TAe doer shag seal with silicon packets prr>~vdcllnp water and hop UphtMss. TTrt door atllall open wllh trust stainless III Is TYPE PART NUMBERS: iNettestwnorsandshall tting&on,stainiesssteelhardwafe. Thed"shelt be remoeabis for oesy mainhenertw and it stallstion FLATLENWDOOR: The dooraindiona"iconsistofclear UVstabilized Ltxard potycarbonate for impact resistance. Pup silicone gaskets shall pravide a water and bug tom sea), Door shall affix itself to housing with stainlessst"hardwore. Fiat Fretinal lempraredglass Ions avaiabswwfth Awed reflector for 18W light distribution, For avallabi4ty contact lacbty. OPTICAL SYSTEMt The system shall consist of a three dement w floClor. The nralrt reflector element shall be a 3-place highly polished aluminum extrusion sssombiy. Top and side reflector elements shaft be speoular AJznko finished aluminurrt. The reAwctor systnr, shah be adjustable in It* verllcal axis, and provtda Type III and IV sharp woff ttouglel a rsngs of 70" to $50 The rwAootor provides Wform lateral distrrbuttonsIleirouphIft*, The reflector shall have ainternafaumngsoak for easy, arooaaraat adjustrtrent. The reflector mounting system shall be of 3" suiniess steel. To aoDlass to behest box camparaaent, mo rellact+or shall pivot when released by two quarter tum fasteners and be counter balanced in the open position P40TOMETRICS: The optical system shall peowde sharp cutoff over a ramp of 70" 10150 eve nedr. Peak cartde power shall be less titan 10' below the cutoff angle wnh a gradual lowering of intensity to give Lr4forat ttuminati0rl wlNout hot spots or slroeka. The system shall also peowoft laurel disftution to IW, FttaISH- The housing shall be finished in efectmateticaily applied poly- ester ooatirng. Colors shrill be blade or modium broruw, Other cobra available — C Wgw latnatory, •ALLAtslrite AN basasas shall be high wwor factor type, copabho iA prowdw+q reliable lamp starting for -200 F. Ballast sslecocift shii all be Nigh Pressure todturn, metal halide and morwry vapror tole ace lint voltegos.120 volt Act t to atarw ard. 1t xn^- e 7ir U.L. L13710 dh�& _ -,yi. 1S0101 tilRAiDR.11Y AVINLIS. SY MAIL CALWORNIA 11342 " PHONE. 918/392.0405 a FAX, 812/34"349 I. Q-11104-1 MYDINLil L 11192 replaces 1 VW t70'c Lezesa6C08I paeL4Jt1T WO�lz WdBz:zT %6T zT day HYDRA HYPAK 4000 PHOTOMETRIC/ORDERING DATA METAL HALIDE 760 CUTOFF SETTING 1 at 3 5 0 1 x 3 DISTANCE IN UNITS OF MOUNTWO h4E10"T ISOWTCANDLE CHART 4 I.T.L. TEST nur SEA, iTL 3 i 7t4 LAMP: Cmk1 F 75 we M+tat HaW*,ri.ted 14000 Lumens CUTOIr"i 3ETTMPO: 76 d","s I11OUNT1MO MWom'; t5 test LENS TYPE: Cleer, projecting ICS CLAS304C11T140ft: Type IV ,emry tn�n, Cu CONVERSION FACTORS Fix other Metal hak* wattages I&M mountln9 hotghte mutWy IC level by factors WV*d below' 140IMTII0I METAL 11ALIN LAMS 10, 191m; 23 32 15 t4eml 10 1.4 25' (7.Qm, — Ie �,i 1!f>11 MAWY AVINWi, SYLMM, G 1" 91 « IN#E9ra! 1111>1/3112.1441e9 • PAX: Elig/3ttt1-6*4IE HYD REL c rca� x �;o'd Lace-m6Z08I Jl sa4q t -�cssh p Feu a?g ,,.�d� NdLX :c T 9E67 `c i dag CANDELA TABULATION - HYPAK 4WD METAL HALIDE T6° CUTOFF SETTING 3t111EtT sloe LATERAL ANGLE CA !.0 16.0 no wh 48.0 U.4 ®i.0 73.0 U-0 00.0 We 0 0 0. 0. 0 a. 0. 0 0 0 a.. 175.6 0. 0 0. 0 0 0. 0. 0. 0 0. 0, 144.0 0. 01 0 0 0 0. o. 0, D. 0, 8 t60.0 0 0 0, 0, 0 0. 0 0 0. 0 n, 14&0 0. 41 0. 0. 0 0 0, 9, 0 0. 136.E 0. a n o, n o, D 0 0, D o. 126.0 0. n 0 a. 0, 0. 0. 0 0 0 0. 114,4 0, D. 0, 0. 0. 0 0, 0 0 0 0. 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Superfor boom utllir#tlon and smooth dlatrlbutlmn m4t%q Hammer ideal for parkins alone, 4000e0 Foadweys and other general oftstrset ares/aite lighting appiloatlond, Ordering Information Catalog Number Loglo WATT PAGE 1 i,amP Product Typo Psmltr ol.se,uea, Loo WEll:ag.laa+. P volbWo, HprHPS HA=Hammar MH=Met. Hal. RI Type 1 7O770W/Mogul 12O.12OV R2=Type II 10[), IDew/Mogul 200=2OBy 03=Type ill f 150W/Mogul 244.24uv AC -Ai ea CUtp(it 1411 %% �175W/Mogul 277-277V 200a200W/Mogul Y d5u1N/Mogul 347-347V 48r1.480V 4O1 M/Mogul MT■Multi-Ta- Note: See Options and Accezuaries at the end of the Area/Sitn Section. 5 20��AU�25ul4uUW/Mogul i i I TT -Tap Cllgiop' Lamp Limp Number TV" bhiptbet M VARtme I FHR-R3-70-MT HPS TWO 111 70 158 HPHR-R3-100-MT HPS TvP0III 100 158 HPHR-R3-15f}MT HPS TOO III 150 158 HPHR-M-20O-MT HPS Typo III 200 158 HPHR-R3-2S0-MT HPS Type III 250 158 HPHR-FI3.40A-MT HPS Type 111 400 1.58 HPHR-1`13-25O/4U0-MT HPS Type III "151u400 1.58 MHHR-R3-175.MT MHHR-R3-250-MT�tsMWl@ MH MH Typo 111 Type 111 175 250' 1.58 M1HHR-R3A00-MT MH -' — Type III 400 1.59 1.!g MHHH-83.250/40WT M14 Type III 25O140'O 1.50 1 MuIt1 Tap ballaers ara 1201=1240fM Volt, factory pre -wired for 277V operation. Tri-Tap ballast ere T2WM/3A7 Volt. Factgry 2 400 watt MH area cuted luminaire must uge ED•Ze lamp. prowited LUMARK if 347V operetion, Net. Vrt. shippirm Mimi vblums 31 31 33 39 39 48 48 39 30 46 - 46 1/ctn. 1.65 cu. tk r=ILE No. 158 09/11 '96 17:14 ID:YANKEE ELECTRIC SUPPLY 80265579A2 PAGE 2 M In owgn riegturos I s Sprkrg•loadsd, dlo-osat Irtahan proaldo W entry without tools WM04nNNitant, Gas -Place are -oast Wainuat It—Ing flnlshrd In dark brence m "-ter P—Wvr coin oriental. rim. apwMier aluminum rs4omr rspeetable Type I. II, III, and Area Cutoff dtsirilruulons plc -out, deoron-palysstor gasket is 'out *kternd contaminant* 1691111 11aN paf *laln mookot tar metal bald- or high-proseuro *odium lump* E' pamevnhls ens.pioco die -oast aluminum door w11t1 aleer flat tampered plea* Tans Nrmaxahle awing -dins ballast aaarmely w th didek-diS ttitneot plug slmplifins y maintenance UL 1972 linked for Wet locations C4A aDDMOvad I Hu maer MRIn-m-4w.MT HPS man Clear lamp 1 ls0 MulNher MNNft pt-440-Mf fart MH Rumen Clear Lamp 4 LemrN *rM LO leal Diatoms s In Unite of no Malghta FeebDallAls labia s 1 N�irt a is p D i TV4.50 2.25 1.13 20' 22_ 0 25' 14.40 6.20 2.83 1.44 0.72 30' 10.U0 :5.DD 2.00 1.00 o50 6 4 3 2 T 0 1 2 3 4 5 4 Lateral and Long, In Units of Moum f'ostoemile TWO 2 �eU1i11fIQ — T height A__ it a 20' 11,25 0 25' 7.20 30' 5A0 T Z r. 9 4 a 4 3 1 I 0 7 2 3 4 5 Friel DI*tesan Heights C a ■ 225 1.11 0.45 1.44 0.72 0,20 1.00 0.50 0.20 LUMARK Rif City of South Burlington 575 DORSET STREET SOUTH BURLINGTON, VERMONT 05403 FAX 658-4748 PLANNER 658-7955 September 3, 1996 Alexander S. Lewis 200-6 Lake Street Burlington, Vermont 05401 ZONING ADMINISTRATOR 658-7958 Re: Auto Service & Repair Facility, 1301-1325 Shelburne Road Dear Mr. Lewis: Enclosed are preliminary comments on the above referenced projects from City Engineer Bill Szymanski, Fire Chief Wally Possich and myself. Please respond to these comments with additional information and/or revised plans, if appropriate, no later than Friday, September 13, 1996. If you have any questions, please give me a call. Sinc,diely, Raymond J. Belair, Zoning and Planning Assistant RJB/mcp Encls Preliminary comments - City Engineer September 24, 1996 agenda items August 23, 1996 Page 2 ALEXANDER LEWIS - SHELBURNE ROAD Site plan dated 5/13/96 prepared by Trudell Engineering is acceptable. M E M O R A N D U M To: South Burlington Planning Commission From: Wallace Possich, South Burlington Fire Chief Re: Plans Reviewed for September 24, 1996 Agenda Date: August 30, 1996 1. 2. 3. 4. Chatham Green Hinesburg Road Same comments as 4/22/96: Dated 6/12/96 Due to the somewhat congested appearance of the complex, absolutely no vehicle parking could be permitted in the access driveway areas. Any parking other than in designated lots would severely limit emergency vehicle access. All apartments should be sprinklered. Also I would prefer a secondary access into the complex. L&M Park Fayette Road Acceptable Lewis Motors Shelburne Road Acceptable Bruegger's Bagel Bakery 1120 Shelburne Road Acceptable Dated 6/28/96 Project No. 7721 Dated 7/16/96 Project No. 95068-52 Dated 6/28/96 Project No. 96087 5. Duppstadt Lands Dated 7/8/96 Hinesburg & Van Sicklen Roads Project No. 95-116 Acceptable; plan "B" is preferred due to better access to several of the planned structures. )40_x P-PyK Rg-4 SITE PLAN CHECK LIST --- Lot drawn to scale --- Survey data (distances and lot size) --- Contours (existing and finished). --- Existing vegetation and natural features. --- Proposed landscaping (number, variety and size) equal or greater than the required amount in section 19.104 of the Zoning Regulations. --- Location of streets, abutting properties, fire hydrants, existing buildings. --- Existing and proposed curb cuts, pavement, walkways. --- Zoning boundaries --- Number and location of parking spaces. (RV parking for multi- family projects over 25 units). --- Number and location of handicapped spaces as required. --- Location of septic tanks (if applicable). --- Location of any easements. --- Lot coverage information: Building, overall and front yard. --- Location of site (Street # and lot #). --- North arrow --- Name of person or firm preparing site plan and date. --- Exterior lighting details (must be downcasting and shielded). --- Dumpster locations (dumpsters must be screened). --- Existing and proposed sidewalks (public). --- Sewer calculation --- Height of new construction. --- Setbacks (residential district, planned r.o.w., Interstate). --- C.O. Zone --- Bike racks --- Traffic generation --- Traffic Impact fees --- PUD/PCD standards --- Airport Approach cone --- Outside storage/display --- F.A.R. --- Lot merger agreement --- Setback from planned r.o.w. --- If boundary line adjustment, need subdivision? --- Nonresidential use setback from Residential District Glaphk Scde Feet 40 0 40 SO no 160 1 FARRELL DISTRIBUTING gU1LDING COMMON NAME QUANTITY 577E MAPLES 2 2 - 2 //2- PINE TREES 12 10' • TEaS 20 12'-24' • BUSHES 9 2 -2 1/2' TIGER LILIES N/A 30' ROW 1' WIDE __ BIRCH 1 to- CALIPER CRABAPPLE 2 2'-21/2- ® LARGE FLOWER BOX UNDERLARGE AUDIFLOW SIGN ry/A LEGEND —M— LWSRxc 91tlW (bVA1NALF —S— a-Oxf - m----_ R SMMO� aAYfaKm —W— Iw1FR tLIE —PD— Pxoposfo simx NtAfNA. —P/r— POW£w/R1IDxWE —c— .1 LINE ❑ p05RNC CArW aKfx w M Cl m rr PExc�co a* KAxoauro • NroxANr ■ Pxa.osm dial aaSiN • xfw eaLAao UCNr O fxrsrrNc xaxNaLf ! xfx LuadAfAx UWr • m�xcA�fNc.Tc al urzxfc x crswrn. rounaRcuL •cl SERAIX aEWfxPaNrs: FwWr SE1BAIX :40' .. 5lIE LS aER1Ec ev : wxlCtP�ASENiF � l4�nMPIPT6 5 T2Va MCC�AnOu a TO—— IX siaur SP. - x.w Aaas a Lor calcwAa: P=1RNr.2,Y4 sf�w ee�ei rOrN MIfNACE rr.0x P-f�D s 11S,�w,� 1 6 1996 of So. Burlington i TRUDELL CONSULTING ENGINEERS, INC. 14 Blalr Park Road Box 308 VJWlaton. Vt. 05495 879-GIN �\B "X N \k �0' B U\R 0 IU MT G T\ N (TTRUDELL CONSULTING ENGINEERS, INC. Tle•I rLAre ALL eRAaLL lOt M PYRr•a ea ■ --AL PLANS n SO. aWUL1GTON MAL APPROVAL AlT r30 SIIDMLS510N rMAL PLANS WNSTRUCTNON ORAw1NCS �Mle •`iW TINT Yell LAW nvum I YY7e�OOryt1/9er Deee 0— Dale SY "Vld— C:\9WD\9506afi2 7A245 3:37:42 Pm d"a�t\E tloFnmv fR'paiya�} M N0. 3872 Ilk @crsrLR° ties �2aiiy ;oNAL P.Jact title ALEXANDER LEWIS Shelburne Road South Burlington, Vt. meet Mi. Conceptual Site Plan for 1996 'ro)ect number 95068-52 'rolect manager. JTH _ Drawn Sul )ate _Jf' _ Scale pp-Ved SPI 1) CITY OF SOUTH BURLINGTON Subdivision Application - SKETCH PLAN Name, address, and phone number of: a. Owner of record 0 Applicant Al 4",—zav L)^ 5_ c . Contact Q��.a.n�rm -5. 2) Purpose, location, and nature of subdivision or development, including number of lots, units, or parcels and proposed use(s). 3) 4) 5) Applicant's legal option, etc. interest in the property (fee simple, Names of owners of record of all contiguous properties Type of existing or proposed encumbrances on property such as easements, covenants, leases, rights of way, etc. 1 0 6) Proposed extension, relocation, or modification of municipal facilities such as sanitary sewer, yater supply, streets, storm drainage, etc. L rL`�,. sr �n d`' Soh:P� 50'-. land G,e_.r .Spry%G<L �ncL fPr%S Z't!/�CY�r>¢: 7) Describe any previous actions taken by the Zoning Board of Adjustment or by the South Burlington Planning Commission which affects the proposed subdivision, and include the dates of such actions: 8) Submit five copies and one reduced copy (81 x 11, 81 x 14 or 11 x 17) of a Sketch plan showing the following information: a) Name and address of the owner of record and applicant. b) Name of owners of record of contiguous properties. c) Date, true north arrow and scale (numerical and graphic). d) Boundaries and area of: 1) all contiguous land belonging to owner of record, and 2) proposed subdivision. e) Existing and proposed layout of property lines; type and location of existing and proposed restrictions on land, such as easements and covenants. f) Type of, location, and size of existing and proposed streets, structures, utilities, and open space. g) Existing zoning boundaries. h) Existing water courses, wetlands, floodplains, wooded areas, ledge outcrops, and other natural features. i) Location of existing septic systems and wells. j) Location map, showing relation of proposed subdivision to adjacent property and surrounding area. k) All applicable information required for a site plan, as provided in the South Burlington Zoning Regulations, shall be submitted for subdivisions involving a commercial or industrial complex, multi -family project, planned unit development, or planned residential development. (Signature) applicant or contact person Date CITY OF SOUTH BURLINGTON SITE PLAN APPLICATION 1) OWNER OF RECORD (name, address, phone # ) tt/cTi;_Zt?r,L__ zak,Jmq /,rE>�,y, 2) APPLICANT (name, address, phone #) 3) CONTACT PERSON (name, address, phone #) 4) PROJECT STREET ADDRESS: ,i3bJ-J3 Z� C�7�m I ur of 5) LOT NUMBER (if applicable) / 6) PROPOSED USE(S) ��`nrntl��"/rn �miar�S/`l�r� �o�►-vi �e� 7) SIZE OF PROJECT (i.e. total building square footage, # units, maximum height and # floors, square feet per floor) Za_ ",s � i�i/�.rrr� lr/�r_irrri�rrs �m�e3rkt _ / /�cl� �41?5B• 7r�s'i� InG, � sg, 8) NUMBER OF EMPLOYEES 9) LOT COVERAGE: building '2,4 %; landscaped areas 30 Q % building, parking, outside storage—" `% 10) COST ESTIMATES: Buildings s,2,50,OLO , Landscaping $1 5 4d Other Site Improvements ( please list with cost') $ /rs, eyz)o J%s 11 ) ESTIMATED PROJECT COMPLETION DATE: 12) ESTIMATED AVERAGE DAILY TRAFFIC (in and out) Estimated trip ends (in and out) during the following hours: Monday through Friday 11-12 noon 12-1p.m. 1-2 p.m. 2-3 p.m. 3-4 p.m. 4-5 p.m. 5-6 p.m. 6-7 p.m. 13 ) PEAK HOURS OF OPERATION: /A Z`� S•" G jfi 14 ) PEAK DAYS OF OPERATION: I�r�rrc��,i ` 1:*riI�Ii4y %-.?-?,c DATE OF SUBMISSION DATE OF HEARING PLEASE SUBMIT FIVE COPIES AND ONE REDUCED COPY (11 X 17 ) OF THE SITE PLAN WITH THE FOLLOWING INFORMATION: Lot drawn to scale (20 foot scale if possible). Location of streets, abutting properties, fire hydrants, existing buildings, existing landscaping. Existing and proposed curb cuts, pavement, walkways. Proposed landscaping plan (number, variety and size) equal to or greater than the required amount in the Zoning Regulations. Number and location of Parking Spaces: (9' x 18') with 22 or 24 foot aisles as required. Number and location of handicapped spaces as required. (see Table 26-1 of zoning regulations). Location of septic tanks (if applicable). Location of any easements. Lot coverage information: Building footprint, building, parking, and outside storage, landscaped areas and front yard. Location of site (street # and lot #). North arrow Name of person or firm preparing site plan and date. Grapw Sub Peet UtING BUILDING 1 fPRRELL p1STRIB R L. %.o " 1 • L. Lt/ i m. 0 2 1996 City of So. Burlington LEGEND -N- Iw,YplD neV pool..[ a 1o«��oroKa a1 K,oso --te ta '2' TRUDELL CONSULTING ENGINEERS, INC. 14 bl" Put Road boa 306 VM@tol. VL 05495 6796"1 B !J\R ° 1 ar G 1 0 N V GTTRUDELL CONSULTING ENGENEM& W- m ..,,. no~ NULL P OVAL AR 2e0 AYM65gN ANAL Mta CU1dAUR1ON O vme 4 _ Me MW wsi m.T r0u u1m .tray IAST tiaVtllL 06n7/e6 DrxrlDtion Date by Itevwi u CVn\9�8-M 6-27A a15.22 em Is E 1t N0. JB72 e L qy� LR E S��l�>lII�AII11� VM�P@ hojeu title ALEXANDER LEWIS Shelburne Road South Burlington, Vt. Sheet tltte Conceptual Site Plan f or 1996 Project numb. 9w68-52 hobo N SW ,l7N Dr.w SYI Date O51,131" Scent 1•-/0• App —d SPI