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Home My WebLink AboutSP-23-022 - Supplemental - 0793 Shelburne Road (10) State of Vermont Agency of Transportation Policy, Planning & Intermodal Development Division Policy, Planning and Research Bureau Development Review & Permitting Services Section 219 North Main Street [phone] 802-636-0037 Barre, VT 05641 [ttd] 800-253-0191 vtrans.vermont.gov April 20, 2023 Dave Simendinger Champlain Farms 32 San Remo Drive South Burlington, VT 05403 Via email: daves@champlainfarms.com Subject: Proposed redevelopment at 793 Shelburne Road Dear Dave, This jurisdictional opinion is written in response to your written request of April 13, 2023, regarding Site Plan Review in accordance with 24 V.S.A. Section 4416 and the applicability of 19 V.S.A. Section 1111 jurisdiction over the proposed site redevelopment as described in the attached request and as shown on the attached plan “Proposed Site Plan – Phoenix2 LLC – 793 Shelburne Road” by Ruggiano Engineering dated 3/16/23. This analysis is based on your jurisdictional opinion request submittals and files in our office. For the reasons set forth below, it is determined that a Section 1111 permit is required for the proposed redevelopment: • Work is proposed in the state highway right-of-way. • The existing access proposed to be utilized for this further development was constructed under State Highway Access and Work Permit # 2591 issued on April 30, 1992. • This Jurisdictional Opinion takes the place of a Letter of Intent (LOI) for the purpose of 24 V.S.A. § 4416. If you have any further questions about this matter, please call me at (802) 498-8946 or contact me via email at ed.pierce@vermont.gov. Sincerely, Ed Pierce Permit Coordinator Permitting Services Reviewed by: ___________________Date: _______ Craig S. Keller, P.E., Chief of Permitting Services cc: District Transportation Office #5 DocuSign Envelope ID: 4D19819F-B3C1-4A3F-AB97-D102ADA6CFE1 4/20/2023 OHWOHWOHWOHWOHWOHWOHWOHW±125'±125'20020520520020 7207206204203202201199198197196 SHELBURNE ROAD QUEEN CITY PARK ROADN/FSKIPCO INCN/FLIMOGEPROPERTIES 833QCP RD LLCSIGNEXISTINGPAVEMENTEXISTINGBIKE PATHEXISTING CONCRETE SIDEWALK SSSN/FPHOENIX2 LLC(15,518 SF = 0.36 ACRES)OHW±126'±126'205200200205204203202201206207 196197198199 206EXISTING FUEL CANOPYEXISTING STOREWITH PROPOSEDEXPANSION TO±1,961 SFFFE = 208.4'EXISTINGCONCRETEEXISTINGPAVEMENTEXISTINGCONCRETE 37'53'30' FRONT SETBACK10'SIDESETBACKSS SS SS SS SS SS SS 36' WIDE CURB CUT35' WIDE CURB CUT 38' TO BURLINGTONPROPOSED CONCRETE CURBSEEPROPOSED REMOVAL OF 820 SF OF EXISTINGPAVEMENT FOR NEW GREEN SPACE(12) PROPOSED YEWSPROPOSED WHITE CRABAPPLE TREEPROPOSED APPLE TREEPROPOSED PINK CRABAPPLE TREEPROPOSED SUGAR MAPLE TREEPROPOSED SUGAR MAPLE TREEPROPOSED APPLE TREEEXISTING FUEL TANKACCESS RISER, TYP.TO SHELBURNE OH W OHWOHWWWWWW10'SIDESETBACKSSSSSSSSSSSSSSSS230' FRONT SETBACK±20'±42'20' EASEMENT FORFUTURE PROPERTYCONNECTIONLOADINGAREA2C-1PROPOSED DUMPSTER AREAWITH FENCE SCREENING, SEE3C-1EXISTING GAS PUMP TO BEREMOVED. OTHERS TO REMAINEXISTING POLE MOUNTED SITE LIGHTS, TYP.TO REMAINEXISTING ELECTRICALPEDESTALEXISTING SIGN ANDPLANTER BOX TO REMAINEXISTING SEWER SERVICEAPPROXIMATE LOCATIONEXISTING WATER SERVICEAPPROXIMATE LOCATIONSDSDSDSDSD SDSDSDSDSD2EXISTINGCONCRETEVAULT207207206PROPOSED ROOFOVERHANGPROJECT NO............22063CHECKED BY................TRMSCALE..........................1" = 10'DATE..........................03/16/23DRAWN BY...............WEHSHEET NO.PHOENIX2 LLC793 SHELBURNE ROADSOUTH BURLINGTON, VERMONTC-11 OF 1 SHEETSSITE LOCATION MAPNOT TO SCALENORTHSITE PLANSCALE: 1" = 10'1C-1SITELOCATIONPURPOSE OF PLAN:RENOVATION AND ADDITION TO EXISTINGGAS STATION / CONVENIENCE STORE.ZONING NOTES:DISTRICT: COM-1 / RES-15MAX BUILDING COVERAGE: 40%EXISTING = 8%, PROPOSED = 13%MAX SITE COVERAGE: 70%EXISTING = 71.3%, PROPOSED = 69.7%SETBACKS:FRONT = 30 FTREAR = 30 FTSIDE = 10 FTOWNER OF RECORD:PHOENIX2 LLC793 SHELBURNE RDSOUTH BURLINGTON, VT 05403APPLICANT:PHOENIX2 LLC793 SHELBURNE RDSOUTH BURLINGTON, VT 05403Graphic Scale100104020feetNOT FOR CONSTRUCTIONDATE: 03/16/23PROPOSED SITE PLANPLAN REFERENCES:1) TOPOGRAPHIC, PARCEL, AND ORTHOGRAPHIC INFORMATION TAKENELECTRONICALLY FROM THE VERMONT CENTER FOR GEOGRAPHIC INFORMATION ON06-01-22.2) PARCEL, AND EXISTING SITE INFORMATION TAKEN FROM PLAN ENTITLED "SHELBURNEROAD GULF PROPOSED SITE IMPROVEMENTS", PREPARED BY CIVIL ENGINEERINGASSOCIATES, INC., DATED 2/1/19, LAST REVISED 2/19/20.NOTES:1) THIS DRAWING IS NOT A BOUNDARY SURVEY PLAT. BOUNDARY LINE INFORMATIONSHOWN IS BASED ON PLAN REFERENCE #2. THE PROPERTY LINES, EASEMENTS ANDOTHER REAL PROPERTY DESCRIPTIONS PROVIDED ON THIS DRAWING ARE FORILLUSTRATION PURPOSES ONLY. THEY DO NOT DEFINE LEGAL RIGHTS OR MEET LEGALREQUIREMENTS FOR A LAND SURVEY AS DESCRIBED IN V.S.A.TITLE 27 SECTION 1403AND SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASIS OF ANY LAND TRANSFEROR ESTABLISHMENT OF ANY PROPERTY RIGHT.2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING AND DETERMININGTHE LOCATION, SIZE, AND ELEVATION OF ALL EXISTING UTILITIES PRIOR TO THESTART OF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IN WRITING OF ANYDISCREPANCIES OR UTILITIES FOUND INTERFERING WITH THE PROPOSEDCONSTRUCTION. APPROPRIATE REMEDIAL ACTION SHALL BE TAKEN BEFOREPROCEEDING WITH THE WORK.3) THIS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF "DIG SAFE"MARKINGS. UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND ARE NOTWARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT "DIGSAFE" BEFORE COMMENCING ANY WORK AND SHALL PRESERVE ALL EXISTINGUTILITIES NOT SPECIFIED TO BE REMOVED OR ABANDONED AS PART OF THE PROJECT.EXISTING PROPERTY LINENOW OR FORMERLY OWNED BYN/FEXISTING CATCH BASINEXISTING CONTOUREXISTING SEWER MANHOLELEGENDSEXISTING LIGHT POLEABUTTER PROPERTY LINEEXISTING UTILITY POLEEXISTING TREEBUILDING SETBACK LINEC5 LAKE STREETST. ALBANS, VERMONT 05478PHONE - (802) 524-9300 FAX - (802) 524-9700COPYRIGHT 2023 - RUGGIANO ENGINEERINGSDEXISTING GRAVITY SEWER LINESSEXISTING WATER LINEWEXISTING STORMWATER DRAINEXISTING OVERHEAD WIRESOHWSCREENED DUMPSTER ENCLOSURENOT TO SCALEWOOD FENCE ENCLOSURETYPICAL CORNER POST DETAIL6'FROST DEPTH(2'-6" MIN.)3"10"DIA.POST CAP2"6" x 6" PRESSURETREATED POSTWOOD FENCE(OR SCREENING)SIDES AND REAR8'-0"8'-0"6" X 6"PRESSURETREATEDPOST (TYP.)DUMPSTERWOOD FENCE(OR SCREENING)SIDES AND REARCHAIN LINK GATE WITH 312" X 5" PRIVACY SLATS,PROVIDE STOP & LATCHTO SECURE GATE IN OPEN& CLOSED POSITIONSNOTE: MINIMUM 2" CLEARANCE BETWEENTHE POST AND PAVEMENT EDGE.3C-16"18"6"6"12"6"9"NOTES:1) CURBING SHALL BE CONSTRUCTED IN 10' SECTIONSWITH 1/8" JOINT BETWEEN SECTIONS.2) CURBING EXPANSION JOINTS SHALL BE CONSTRUCTEDEVERY 20' AND SHALL BE CONSTRUCTED OF MATERIALCONFORMING TO AASHTO DESIGNATION M-153 (1/2"SPONGE RUBBER OR CORK).3) ALL EXPOSED SURFACES OF THE CURB SHALL RECEIVE TWO (2)COATS OF AN APPROVED ANTI-SPALLING COMPOUND.CONSTRUCT TO VTRANS A76 ORMATCH EXISTING1/2" R11122CONCRETE CURB DETAILNOT TO SCALE2C-1MATCH EXISTINGDocuSign Envelope ID: 4D19819F-B3C1-4A3F-AB97-D102ADA6CFE1 1 Pierce, Ed From:Dave Simendinger <daves@champlainfarms.com> Sent:Thursday, April 13, 2023 4:01 PM To:Pierce, Ed Cc:Conley, Jenn; Luke Willey; Steve Guild; Kurt Simendinger; Marla Keene; Jamie L. Simendinger Subject:FW: 793 Shelburne Rd application to convert The Gulf repair Facility to a new Champlain Farms Convenience store with Gulf gas Attachments:RE: 793 Shelburne Rd application; 793 Shelburne Rd C-1 Site Plan 03-16-23.pdf EXTERNAL SENDER: Do not open attachments or click on links unless you recognize and trust the sender. Hi Ed, Please find enclosed a site plan to convert the existing repair garage and gas station in South Burlington to a Convenience store. There is no change to the existing curb cuts on Rt 7 regarding this project. And the City requires an acknowledgement or judicial opinion from your office that you are aware that this project is being reviewed for the approval process. And this remains as one of the requirements to approve. Can you please respond back to us and send us the letter we seek so we can move this project forward? Thank you very much. Dave Simendinger Champlain Farms Wesco Oil Co. 32 San Remo Dr. S. Burlington, VT 05403 From: Luke Willey <luke@shrugg.com> Sent: Tuesday, March 21, 2023 9:02 AM To: Dave Simendinger <daves@champlainfarms.com>; Steve Guild <steve@g4designstudios.com> Cc: Kurt Simendinger <KSimendinger@champlainfarms.com>; Warren Irish <warren@g4designstudios.com>; Jamie L. Simendinger <jlsimendinger@champlainfarms.com> Subject: RE: 793 Shelburne Rd application Dave – See attached email from last week with the completed application. I’m also re‐attaching the site plan so you have everything in this email. Regards, Luke Willey Ruggiano Engineering tel: 802.524.9300 cell: 802-370-0923 DocuSign Envelope ID: 4D19819F-B3C1-4A3F-AB97-D102ADA6CFE1 Certificate Of Completion Envelope Id: 4D19819FB3C14A3FAB97D102ADA6CFE1 Status: Completed Subject: Complete with DocuSign: So Burlington 45808 Simendinger JO 042023.pdf Source Envelope: Document Pages: 3 Signatures: 2 Envelope Originator: Certificate Pages: 2 Initials: 0 Ed Pierce AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-05:00) Eastern Time (US & Canada) One National Life Drive - Dewey Building Montpelier, VT 05620-2001 Ed.Pierce@vermont.gov IP Address: 24.147.122.123 Record Tracking Status: Original 4/19/2023 3:41:43 PM Holder: Ed Pierce Ed.Pierce@vermont.gov Location: DocuSign Security Appliance Status: Connected Pool: StateLocal Storage Appliance Status: Connected Pool: AOT - Agency of Transportation - AOT40 Location: DocuSign Signer Events Signature Timestamp Ed Pierce ed.pierce@vermont.gov SOV Security Level: Email, Account Authentication (None)Signature Adoption: Pre-selected Style Using IP Address: 24.147.122.123 Sent: 4/19/2023 3:43:52 PM Viewed: 4/19/2023 3:44:02 PM Signed: 4/19/2023 3:44:05 PM Electronic Record and Signature Disclosure: Not Offered via DocuSign Craig Keller Craig.Keller@vermont.gov Chief of Permitting Services SOV Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 64.222.85.101 Sent: 4/19/2023 3:44:07 PM Viewed: 4/20/2023 6:28:04 AM Signed: 4/20/2023 6:28:46 AM Electronic Record and Signature Disclosure: Not Offered via DocuSign In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 4/19/2023 3:43:52 PM Envelope Summary Events Status Timestamps Certified Delivered Security Checked 4/20/2023 6:28:04 AM Signing Complete Security Checked 4/20/2023 6:28:46 AM Completed Security Checked 4/20/2023 6:28:46 AM Payment Events Status Timestamps