The URL can be used to link to this page

Home My WebLink AboutSP-22-015 - Plans - Record - 1693 Shelburne RoadGravel drop-off area Ex. Trees on neighboring propertyExisting mature trees (8" to 10")12" apple Three 10' bay doorsat rear of buildingand service yard gateExisting pump stationFMFM existing 3/4" K-copper water serviceapprox. location ofexisting gas serviceFMwwExisting buildingShelburne Road10' setbackExisting building10' setback151x0149148147146145x5Existing Dispersal AreaProposed Retaining wall Oil "N" GoFF = 151x30Ex. Japanese Tree Lilacex.4" CIexisting 2" PVC FMEx.29'Existing water serviceEx. Japanese Tree Lilac30'42'FF = 146.3.0ProposedBuilding1260 s.f.12" SDR 35 PVC Pipe Invert = 140.5Existing screened dumpster location.Ex. 4" PVCInv. = 143.7'Install temporary stonecheck dam arounddispersal area duringconstructionInstall and maintaintemporary silt fenceerosion control barrierExisting catch basinCover with geotextile fabric (Mirafi140N) during constructionAOT Boundary CornerElev: 155.34dis p l a y a r e a New bike racks2 inverted U style racks(4 bike parking spaces)snow s to rage Existing Proposed landscaping. See SheetC1.1Existing white cedarsSHEDsnow storage Proposed Down-Shielded MotionActivated Security Lightsdisplay spaces Existing ShrubsFrom 2005 Approv a l EXISTING8' by 12' link between buildings(no foundation)Propsed Retaining wall 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES,AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018.2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400(US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET).3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACTDIG SAFE BEFORE BEGINNING ANY EXCAVATION.4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN AREFROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEENADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIALPHOTOGRAPHY.PROPERTY INFORMATION:ADDRESS: 1693 SHELBURNE ROADPARCEL ID: 1540-01693SPAN: 600-188-12177ZONING: COMMERCIAL 2 (C2)FRONT YARD BUILDING SETBACK: 30'BACK YARD BUILDING SETBACK: 30'SIDE YARD BUILDING SETBACK: 10'MAXIMUM BUILDING COVERAGE:40%MAXIMUM TOTAL LOT COVERAGE: 70%OWNER / APPLICANT:1693 Shelburne RD LLC1693 Shelburne RDSouth Burlington , VERMONT 05403CALCULATIONS:Area:39,859 S.F. (0.916 ACRES)ZONE: C2EXISTING CONDITIONS:·BUILDING COVERAGE: ±1,273 S.F. (0.03 ACRES) (3.1%)·OVERALL IMPERVIOUS: ±14,991 S.F. (0.34 ACRES) (37.6%)·FRONT YARD COVERAGE: ±0 S.F. (FRONT YARD AREA = 2,211 S.F.) (0%)·14 PARKING SPOTSPROPOSED CONDITIONS:·BUILDING COVERAGE: ±2,533 S.F. (0.06 ACRES) (6.4%)·OVERALL IMPERVIOUS: ±14,991 S.F. (0.34 ACRES) (37.6%)·FRONT YARD COVERAGE: ±0 S.F. (FRONT YARD AREA = 2,211 S.F.) (0%)·14 PARKING SPOTSSTATE OF VERMONT APPROVED WASTEWATER/WATER DESIGN FLOWS:·TOTAL FLOWS FOR SALES BUILDING AND NEW GARAGE ADDITION (7 EMPLOYEES[ALL SHIFTS] * 15 GPD/EMP. + 8 CUSTOMERS * 5 GPD/COUST.) * 0.9 REDUCTIONFOR WATER SAVING FIXTURES = 103.5 GPDNOTE: SEE POTABLE WATER SUPPLY AND WASTEWATER DISPOSAL PERMITWW-4-1300-1 (11-02-01)BASIS OF DESIGN FOR POTABLEWATER AND WASTEWATER DESIGN FLOW THE TOTAL SQUARE FOOTAGE OF BUILDINGS IS 2,627 (±1,367+1,260).·SHORT TERM: 1 BIKE PARKING SPOT PER 5,000 S.F. OF BUILDING = 2,627 S.F. / 5,000 S.F. = .5(ROUND TO 1) BIKE PARKING SPOTS (MINIMUM 4 PER TABLE 13-3 OF S.B.L.D.R. ). PROJECTSHOWS 2 U-SHAPED RACK (4 SPOTS).·LONG TERM: 50% OF SHORT TERM. PROJECT IS REQUIRED 2. OWNER WILL PROVIDE TWOWALL MOUNTED, LONG TERM BIKE STORAGE LOCATIONS IN GARAGE·LOCKERS: BOTH BUILDINGS HAVE EMPLOYEE STORAGE WITHIN.BIKE PARKING CALCULATIONSNOTE: ALL SITE WORK FROM LAST APPROVED PLAN(08/03/05) WAS COMPLETED EXCEPT FOR THEBUILDING OF THE GARAGETHE PURPOSE OF THIS SITE PLAN IS TO ACQUIREAPPROVAL FOR THE BUILDING OF THIS GARAGEExisting Site Conditions Ex. Trees on neighboring propertyExisting mature trees (8" to 10")12" apple gateExisting building151x0149FF = 151x30Ex. Japanese Tree LilacEx.29'Ex. Japanese Tree LilacEx. 4" PVCInv. = 143.7'Existing catch basinCover with geotextile fabric (Mirafi140N) during constructionAOT Boundary CornerElev: 155.34d i s p l a y a r e a New bike racks2 inverted U style racks(4 bike parking spaces)snow s to rageProposed landscaping. ~140'of low shrubsExisting white cedarsdisplay spaces Existing ShrubsFrom 2005 Appro v a l 8' by 12' link between buildings(no foundation)Propsed Retaining wall 1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS FIGURES,AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018.2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE 4400(US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET).3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL CONTACTDIG SAFE BEFORE BEGINNING ANY EXCAVATION.4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN AREFROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEENADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIALPHOTOGRAPHY.PROPERTY INFORMATION:ADDRESS: 1693 SHELBURNE ROADPARCEL ID: 1540-01693SPAN: 600-188-12177ZONING: COMMERCIAL 2 (C2)FRONT YARD BUILDING SETBACK: 30'BACK YARD BUILDING SETBACK: 30'SIDE YARD BUILDING SETBACK: 10'MAXIMUM BUILDING COVERAGE:40%MAXIMUM TOTAL LOT COVERAGE: 70%OWNER / APPLICANT:1693 Shelburne RD LLC1693 Shelburne RDSouth Burlington , VERMONT 05403LANDSCAPING SCHEDULEMINIMUM LANDSCAPING PER THE CITY OF SOUTHBURLINGTON REGULATIONS. THE MINIMUM IS BASEDON THE PROPOSED PROJECT COTS. THIS PROJECT'SPRELIMINARY COST IS $75,000.3% FOR THE FIRST $250,000 = $2,250TOTAL = $2,250LANDSCAPING BUDGET CALCULATION:ITEM AMOUNT (LINEAR FEET) NUMBER OF PLANTSCOST PER PLANT (INSTALLED) TOTAL COSTLow Shrub 140 30 $90 $2,700Proposed Building NOTE: ALL LANDSCAPING ON LAST APPROVED SITEPLAN WAS INSTALLED.(Rosa Rugosa or approved equal) NOTE: REMOVE ALL NON-BIODEGRADABLEMATERIAL FROM PLANT PITTREESUPPORTANCHORCUT AND REMOVE ANYWIRE, ROLL BURLAPBACK FROM TOP 1/3 OFROOTBALL BEFOREBACKFILLING; UNTIEROPE FROM TRUNKEXISTINGSUBGRADE6" COMPACTEDPLANTING MIXTUREFINISHGRADEPLANTING MIXTURE.LOAM/SANDY LOAMTEMPORARYLANDSCAPESOIL SAUCERREINFORCEDRUBBER HOSETREE TO BESET PLUMBSHREDDED BARKMULCH, 3" MIN. DEPTHTRUNKTRANSITIONGUYING MATERIAL (GUYINGWIRE, 3 PER TREE)CROWN TO BE PRUNED ASDIRECTED BY ARCHITECT -DO NOT CUT LEADERSMALL SHRUBS SHALL BEINSTALLED USING SIMILARSUBBASE MATERIAL, MAYNOT NEED TREE SUPPORT.TREE PLANTING IN LANDSCAPE DETAILN.T.S.24" MIN.H Apply 2 coats of Harris Emulsion Kurseal 309 siloxane/silane water repellant to allconcrete surfaces, per the manufacturer's specifications. Product can be applied after7 day curing is complete.New Classic U/2 bike rack byCycleSafe or approved equal withCycleSafe Black Plastisolrubberized coatingmin. from edge of pavement min. between racks 15" thick concrete pad. See Multi-Use Concrete Sidewalk Detailfor concrete design. #4 @ 12" o.c. each way, 3" clear frombottom.Joint filler shall be resilient non-extruding cellular fiber joint, uniformly saturated withasphalt, offering a minimum of 70% recovery after compression.Use anti-spalling to concrete pads according to manufacturers recommendations.All concrete used in the construction of concrete pads shall be air entrained and made withPortland cement. The concrete shall meet section 501 of the State of Vermont StandardSpecification for Class A concrete and have 28 day compressive strength of 4,000 psi.Expansion joint See SitePlan for layout. Provideexpansion joint whereconcrete meets thewalls/steps/etc.FLOWSLOPEAATO BE INSTALLED ATTHE LIMITS OF THECONSTRUCTIONAREA. SEE PLANS.4' MIN.1.ACCEPTABLE EPSC MEASURE DETAILS AREPROVIDED BELOW.2.AT A MINIMUM, EPSC MEASURES MEET VT DECSTANDARDS AND SPECIFICATIONS FOR EROSIONPREVENTION AND SEDIMENT CONTROL ORPREVIOUSLY APPROVED INTERCHANGEABLEPRACTICES.3.LIMITS OF DISTURBANCE (OR "CONSTRUCTIONDEMARCATION") SHALL BE INSTALLED PRIOR TOANY EARTH DISTURBING ACTIVITIES.4.BARRIER TAPE/ROPE: FOR USE WHERE PROPOSEDDISTURBANCE BORDERS NON-WOODED,VEGETATED AREAS MORE THAN 100 FT FROM THENEAREST WATER RESOURCE (STREAM, BROOK,LAKE, POND, WETLAND, ETC.). BARRIER TAPE ISHIGH VISIBILITY FIBERGLASS TAPE, MINIMUM 3" INWIDTH COMMONLY USED IN SKI AREAS FORDEMARCATING CLOSED AREAS. BARRIER TAPE ANDROPE SHOULD BE ATTACHED TO STAKES, AT AMINIMUM HEIGHT OF 4 FT FROM THE GROUND.5.MINIMUM 1 TO 2 ROWS OF MESH BARRIER TAPE TOBE INSTALLED ALONG CONSTRUCTION PERIMETER.6.EACH ROW OF BARRIER TAPE TO BE 3" WIDEMINIMUM.7.BARRIER TAPE TO BE ORANGE.8.SECURE BARRIER TAPE TO STAKES OR EXISTINGTREE TRUNKS WITH BOTTOM ROW AT 4' DISTANCEFROM GROUND SURFACE (MINIMUM).9.MAINTAIN AND REPLACE AS NEEDED. REMOVE ATCOMPLETION OF PROJECT PER OSPC.10.IN EVENT THE OSPC DETERMINES BARRIER TAPE ISNOT SUFFICIENT, REPLACE WITH ORANGECONSTRUCTION FENCE OR SNOW FENCE.20" MIN.16" MIN.10' MAX.1.AT A MINIMUM, EPSCMEASURES MEET VT DECSTANDARDS ANDSPECIFICATIONS FOR EROSIONPREVENTION AND SEDIMENTCONTROL OR PREVIOUSLYAPPROVEDINTERCHANGEABLEPRACTICES.2.PERIMETER CONTROLS SHALLBE UTILIZED IN SMALL AREAS <1 ACRE. IN AREAS > 1 ACRE,TEMPORARY SEDIMENT TRAPSOR TEMPORARY SEDIMENTBASINS ARE TO BE UTILIZED.3.PERIMETER CONTROLS SHALLBE INSTALLED ON DOWNSLOPESIDE OF PLANNED EARTHDISTURBANCE.4.PERIMETER CONTROLS SHALLBE INSTALLED PRIOR TO ANYEARTH DISTURBINGACTIVITIES WITHIN UPSLOPECONTRIBUTING AREA.5.SILT FENCE SHALL NOT BEUSED AS CONSTRUCTIONDEMARCATION.6.SILTSOXX CAN BE USED AS ASILT FENCE ALTERNATIVE,WITH PRIOR APPROVAL OFTHE ENGINEER. SEE DETAIL.7.IF SILT FENCE IS INSTALLEDWHEN GROUND IS FROZEN, AGRAVEL, SHOT ROCK, ORSAND BALLAST MUST BE USED.GUIDE TO MULCH MATERIALS, RATES, AND USESQUALITY STANDARDSPER 1000 SQ. FT.PER ACREDEPTH OFAPPLICATIONREMARKSWOOD CHIPS OR SHAVINGSAIR-DRIED. FREE OF OBJECTIONABLECOARSE MATERIAL500-900 LBS10-20 TONS2 - 7"USED PRIMARILY AROUND SHRUB AND TREE PLANTINGS AND RECREATION TRAILSTO INHIBIT WEED COMPETITION. RESISTANT TO WIND BLOWING. DECOMPOSESSLOWLY.WOOD FIBER CELLULOSE(PARTLY DIGESTED WOODFIBERS)MADE FROM NATURAL WOOD USUALLYWITH GREEN DYE AND DISPERSINGAGENT50 LBS2,000 LBS.-APPLY WITH HYDROMULCHER. NO TIE DOWN REQUIRED. LESS EROSION CONTROLPROVIDED THAN 2 TONS OF HAY OR STRAW.GRAVEL, CRUSHED STONEOR SLAGWASHED; SIZE 2B OR 3A - 112"9 CU. YDS.405 CU. YDS.3"EXCELLENT MULCH FOR SHORT SLOPES AND AROUND PLANTS ANDORNAMENTALS. USE 2B WHERE SUBJECT TO TRAFFIC. (APPROXIMATELY 2,000LBS./CU. YD.). FREQUENTLY USED OVER FILTER FABRIC FOR BETTER WEEDCONTROL.HAY OR STRAWAIR-DRIED; FREE OF UNDESIRABLESEEDS & COARSE MATERIALS90-100 LBS 2-3 BALES2 TONS (100-120BALES)COVERABOUT 90%SURFACEUSE SMALL GRAIN STRAW WHERE MULCH IS MAINTAINED FOR MORE THAN THREEMONTHS. SUBJECT TO WIND BLOWING UNLESS ANCHORED. MOST COMMONLYUSED MULCHING MATERIAL. PROVIDES THE BEST MICRO-ENVIRONMENTAL FORGERMINATING SEEDS.COMPOSTUP TO 3" PIECES, MODERATELY TOHIGHLY STABLE3-9 CU. YDS.134-402 CU. YDS.1 - 3"COARSER TEXTURED MULCHES MAY BE MORE EFFECTIVE IN REDUCING WEEDGROWTH AND WIND EROSION.EROSION CONTROL MIXWELL-GRADED MIXTURE OF PARTICLESIZES. ORGANIC CONTENT BETWEEN80-100%, DRY WEIGHT. PARTICLE SIZESHALL PASS 6" SCREEN (100%)* SLOPES 3(HZ.):1(VERT.) OR FLATTER = 2 INCH DEPTH PLUS ADDITIONAL1/2 INCH DEPTH PER 20 FT. OF SLOPE UP TO 100 FT.** SLOPES BETWEEN 3(HZ.):1(VERT.) AND 2(HZ.):1(VERT.) = 4 INCH DEPTHPLUS ADDITIONAL 1/2 INCH PER 20 FT. OF SLOPE UP TO 100 FT.*** SLOPES STEEPER THAN 2(HZ.):1(VERT.) USE OF EROSION CONTROLMIX AND MULCH DEPTH TO BE REVIEWED AND APPROVED PRIOR TO USEBY OSPC OR EPSC SPECIALISTCOMPRISED OF SHREDDED BARK, STUMP GRINDINGS, COMPOSTED BARK, ORACCEPTABLE MANUFACTURED PRODUCTS. MAY CONTAIN ROCK < 4" IN DIAMETER.ORGANICS SHALL BE FIBROUS AND ELONGATED. NO LARGE PORTIONS OF SILTS,CLAYS OR FINE SANDS.NOTES36" STAKES DRIVENON DOWNSLOPESIDE OF FENCESLOPEFILTER FABRICATTACHED TO STAKESON UPSLOPE SIDE.36" MIN.STAKEFILTER FABRICFORM 6" MIN. DEEP TRENCH.LAY FABRIC IN BOTTOMCOVER WITH COMPACTEDSOIL OR STONEBALLASTSECTION A-ASILT FENCE SPACING CHARTSPACINGSLOPE5% TO 10%10% TO 20%> 20%15 FT. OR LESS25 FT. OR LESS50 FT. OR LESSNOTESN.T.S.TYPICALTEMPORARY SILT FENCEFASTENFENCE TOSTAKEWOODENSTAKEORANGE POLYESTER MESH WEBBINGBY WORLD CUP SUPPLY OR APPROVEDEQUAL. (3" WIDE MIN.)AAN.T.S.TYPICAL CONSTRUCTIONLIMIT BARRIERSECTION A-AORANGE POLYESTERMESH WEBBING BYWORLD CUP SUPPLYOR APPROVED EQUAL.(3" WIDE MIN.)WOODENSTAKE