HomeMy WebLinkAboutSP-23-022 - Supplemental - 0793 Shelburne RoadOHWOHWOHWOHWOHWOHWOHWOHW±125'±125'200
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SHELBURNE ROAD QUEEN CITY PARK ROADN/FMATT GAZO907 SHELBURNE ROADN/FLIMOGEPROPERTIES 833QCP RD LLCEXISTINGPAVEMENTEXISTINGBIKE 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'SS 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 SPACETcMkMkMkAsAsMkEXISTING FUEL TANKACCESS RISER, TYP.TO SHELBURNE
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OHWOHWWWWWWSSSSSSSSSSSSSSSS230' 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 PLANTERBOX TO REMAINEXISTING SEWER SERVICEAPPROXIMATE LOCATIONEXISTING WATER SERVICEAPPROXIMATE LOCATIONSDSDSDSDSD
SDSDSDSDSD2EXISTINGCONCRETEVAULT207207206PROPOSED ROOFOVERHANGPROPOSEDLANDSCAPING (TYP.), SEE4C-15C-1PROPOSED BICYCLE PARKINGW/(2) SPACE RACKSNOW STORAGE AREASNOW STORAGE AREA30' FRONT SETBACK10'SIDESETBACKPsAsPgPgMk10'SIDESETBACKPgPgRrPROJECT NO............22063CHECKED BY................TRMSCALE..........................1" = 10'DATE..........................03/16/23DRAWN BY...............WEHSHEET NO.PHOENIX2 LLC793 SHELBURNE ROADSOUTH BURLINGTON, VERMONTC-11 OF 1 SHEETSREVISION: 07/06/23 - REVISED SETBACK COVERAGE, LANDSCAPING REVISIONSREVISION: 06/19/23 - ADDED FRONT SETBACK COVERAGE, LANDSCAPING REVISIONSREVISION: 04/21/23 - REVISED LANDSCAPING DETAILS, ADDED BIKE RACK & SNOW STORAGE PER ZONING COMMENTSSITE LOCATION MAPNOT TO SCALENORTHSITE PLANSCALE: 1" = 10'1C-1SITELOCATIONPURPOSE OF PLAN:RENOVATION AND ADDITION TO EXISTING GASSTATION / 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% FRONT SETBACK COVERAGE:SHELBURNE ROAD: EXISTING = 94.7%, PROPOSED = 86.0%QUEEN CITY PARK ROAD:EXISTING = 67.2%, PROPOSED = 48.2%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: 06/19/23PROPOSED SITE PLANPLAN REFERENCES:1) TOPOGRAPHIC, PARCEL, AND ORTHOGRAPHIC INFORMATIONTAKEN ELECTRONICALLY FROM THE VERMONT CENTER FORGEOGRAPHIC INFORMATION ON 06-01-22.2) PARCEL, AND EXISTING SITE INFORMATION TAKEN FROMPLAN ENTITLED "SHELBURNE ROAD GULF PROPOSED SITEIMPROVEMENTS", 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 INFORMATION SHOWN IS BASED ON PLANREFERENCE #2. THE PROPERTY LINES, EASEMENTS AND OTHERREAL PROPERTY DESCRIPTIONS PROVIDED ON THIS DRAWINGARE FOR ILLUSTRATION PURPOSES ONLY. THEY DO NOTDEFINE LEGAL RIGHTS OR MEET LEGAL REQUIREMENTS FOR ALAND SURVEY AS DESCRIBED IN V.S.A.TITLE 27 SECTION 1403AND SHALL NOT BE USED IN LIEU OF A SURVEY AS THE BASISOF ANY LAND TRANSFER OR ESTABLISHMENT OF ANYPROPERTY RIGHT.2) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELDVERIFYING AND DETERMINING THE LOCATION, SIZE, ANDELEVATION OF ALL EXISTING UTILITIES PRIOR TO THE STARTOF CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED INWRITING OF ANY DISCREPANCIES OR UTILITIES FOUNDINTERFERING WITH THE PROPOSED CONSTRUCTION.APPROPRIATE REMEDIAL ACTION SHALL BE TAKEN BEFOREPROCEEDING WITH THE WORK.3) THIS TOPOGRAPHIC SURVEY WAS CONDUCTED WITHOUT THEBENEFIT OF "DIG SAFE" MARKINGS. UTILITY LOCATIONSSHOWN ARE APPROXIMATE AND ARE NOT WARRANTED TO BEEXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT"DIG SAFE" BEFORE COMMENCING ANY WORK AND SHALLPRESERVE ALL EXISTING UTILITIES NOT SPECIFIED TO BEREMOVED OR ABANDONED AS PART OF THE PROJECT.Landscaping ScheduleKeyQuantityBotanical NameCommon Name6Size2" - 3" cal.SymbolRosa RugosaRugosa Rose25Rr 2 gal.Taxus x MediaTaunton Yew6Tc1 gal.Malus 'Adirondack'Crab Apple (White)Mk63" - 4" cal.Acer SaccharumSugar MapleAsEXISTING 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 EXISTINGFINISHGRADENOTE:SHRUB SHALL BEAR SAME RELATIONSHIP TO FINISHEDGRADE AS IT BORE TO PREVIOUS EXISTING GRADE.SOIL MIX:3 PARTS TOPSOIL1 PART PEAT1 PART MANURECUT & REMOVEBURLAP FROM TOP1/3 OF BALL2" MULCH6" MIN.TYP.6" MIN.TYP.SHRUB PLANTING DETAILNOT TO SCALE5C-1TREE PLANTING DETAILNOT TO SCALE4C-1TRIM DICIDUOUS TREES TOPROVIDE 6 FT. CLEARANCEADJACENT TO SIDEWALKSAND PARKING AREASPLUMB TREE TRUNK20 GAL.TREEGATORWATERING BAG ORAPPROVED EQUAL(1 / TREE)3" MULCH - DO NOTAPPLY OR MOUNDAROUND TRUNKFORM 4" SAUCERFINISH GRADECUT AND BEND BACKWIRE, PEEL BURLAP FROMTOP 1/3 OF ROOT BALLBREAK APART EDGE OFEXCAVATION W/ SHOVELARBORTIE GREEN FLAT WOVENPOLYPROPYLENE STAKING MATERIAL - 3/4IN. WIDE, 900LB. BREAK STRENGTH (2 /TREE) FASTEN ARBORTIE TO STAKES, WRAPOVER ROOT BALL TO KEEP FROM ROCKINGINSTALL SUGAR, REDOR SILVER MAPLETREE WITH MINIMUM2 - 2.5 CALIPER(4) 2"x 2"x 2' LONGHARDWOOD STAKESDRIVEN (MIN. 18")FIRMLY INTO SUBGRADEPRIOR TO BACKFILLINGUNDISTURBED SOILSOIL MIX - TWO PARTS EXCAVATED SOILAND ONE PART BURLINGTONINTERVALE COMPOST OR APPROVEDEQUAL. TAMP TO REMOVE AIRPOCKETS. WATER THOROUGHLY.2 X BALL DIA.NOTES:1) PLANT TREE SO THAT TOP OF ROOT FLARE IS EVEN WITH THE FINISH GRADE.2) STAKING IS REQUIRED ONLY IN SITUATIONS WHERE TREES WILL BE SUBJECTED TO WINDYCONDITIONS AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT.3) TREES SHALL BE GUARANTEED FOR A PERIOD OF TWO YEARS AFTER PLANTING.4) EXAMINE ENTIRE TREE AND REMOVE ALL NURSERY TAGS, ROPE, STRING AND SURVEYORTAPE PRIOR TO PLANTING TO PREVENT GIRDLING.Picea GlaucaWhite Spruce12Pg3 gal.Pinus StrobusEastern White Pine2Ps3 gal.SNOW STORAGE AREA