HomeMy WebLinkAboutSP-22-060 - Supplemental - 0224 0268 Market Street (39)312314312310310309311310308309MARKET STREET RECONSTRUCTIONUNDERWAY - SEE PLANS BY OTHERSFOR FINAL IMPROVEMENTS5.5' CONCRETE
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15' R10' R15' R15' R24'24'22'24'24'22'24'24'8'8'8'5'18'9'22'NEW MOUNTABLEGRANITE CURBNEW MOUNTABLEGRANITE CURBNEW MOUNTABLECONCRETE CURB5' R5' R5' R8'8'8'5'9'18'TYP. CAST IRONDETECTABLE WARNINGPLATES(3) BIKE RACKS(6 SPACES)(4) BIKE RACKS(8 SPACES)(4) BIKE RACKS(8 SPACES)(2) BIKE RACKS(4 SPACES)(2) BIKE RACKS(4 SPACES)NEW MOUNTABLECONCRETE CURBNEW MOUNTABLECONCRETE CURBPLAZA AT STREET LEVEL OVERRAMP TO PARKING GARAGEPLAZACONCRETE SIDEWALKCONCRETEPAVED PATHSIDEWALKSEE PLANS BY TJ BOYLE FORADDITIONAL DESIGN DETAILSSEE PLANS BY TJ BOYLEFOR ADDITIONAL DESIGNDETAILSTYPICAL FENCE ALONG TOPOF RETAINING WALLENCLOSURE FOR TRASH,RECYCLING & COMPOSTEXISTING CHAIN LINK FENCESEE PLANS FOR TJ BOYLEFOR ADDITIONAL DESIGNDETAILS ALONG MARKET &GARDEN STREET FRONTAGESEE PLANS FOR TJ BOYLE FORADDITIONAL DESIGN DETAILS ALONGMARKET & GARDEN STREET FRONTAGEEXISTING CURB CUT TO BE REMOVEDAND REPLACED WITH NEW CONCRETECURB AND ONSTREET PARKINGEXISTING STREET TREE TO BERELOCATED TO GREEN STRIPEXISTING STREET TREE TO BERELOCATED TO 10' OFF EMERGENCYVEHICLE ACCESSEMERGENCY VEHICLEACCESS CONNECTION (SEESHEET 11 FOR SIGNAGE)SOUTH BURLINGTON CITY CENTERCATAMOUNT RUNMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing11-07-22KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN1OVERALL SITE PLAN1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT PROJECT DATA:ZONING DISTRICT: FORM BASED CODETRANSECT ZONE T4 & TRANSECT ZONE T5LOT DATA:LOT B = 3.20 ACRESPROPOSED BUILDING:BUILDINGS B1 & B2: MIXED USE BUILDINGSBASEMENTPARKING GARAGEFLOOR 1T-4:RESIDENTIAL UNITST-5:NON-RESIDENTIALFLOORS 2-4T-4 & T-5: RESIDENTIAL UNITSBUILDING B3: RESIDENTIALFLOORS 1-4T-4 RESIDENTIAL UNITSBUILDING STANDARDS:SEE TABLE THIS SHEETPARKING STANDARDS (T-4 & T-5)FORM BASED CODE REQUIREMENTS:VEHICLE PARKINGMAXIMUM 2 SPACES PER RESIDENTIAL UNITNO MINIMUM PARKING FOR COMMERCIAL USESBIKE PARKINGSHORT TERM BIKE PARKING1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS1 SHORT TERM SPACE PER 5,000 SF FOR RETAIL / RESTAURANT / OFFICELONG TERM BIKE PARKING1 LONG TERM SPACE PER 1 DWELLING UNITLONG TERM SPACES = 50% OF SHORT TERM SPACES FOR RETAIL / RESTAURANT / OFFICEOPEN SPACE REQUIREMENTS (T-4)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITOPEN SPACE REQUIREMENTS (T-5)RESIDENTIAL, 20 UNITS OR MORE·REQUIRED 60 SF PER UNITNON-RESIDENTIAL, <20,000 SF·5% OF NON-RESIDENTIAL GROSS FLOOR AREAWILLISTON ROADMARKET STREETINTERSTATE 89MIDAS RDHINESBURG ROADMARCOTTECENTRALSCHOOLLOCATION MAPNOT TO SCALEMAR
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TDORSET STREETEXIT 14INTERSTATE 89APPLICANTTHE SNYDER-BRAVERMANDEVELOPMENT COMPANY, LLC4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VT 05482LANDOWNERSOUTH BURLINGTON CITY CENTER, LLCP.O. BOX 2204SOUTH BURLINGTON, VT 05407WHITE
STSITESHEET INDEX1OVERALL SITE PLAN2EXISTING CONDITIONS PLAN3GRADING PLAN4UTILITY & LAYOUT PLAN5EPSC PLAN6LIGHTING PLAN7DETAILS - SITEWORK7ADETAILS - PUBLIC ROW SIDEWALK8DETAILS - EPSC & SITE9DETAILS - WATER10DETAILS - WATER INSETS11PAVEMENT MARKING & SIGN PLAND2STORMWATER DETAILS (BY VHB)GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.NOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUTOF BUILDINGS B1, B2, & B3 ON LOT B AND THE ASSOCIATED SITEIMPROVEMENTS. SEE THE MARKET STREET AND GARDEN STREETDESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATIONWITHIN THE RIGHT OF WAY.2.SEE THE SUBDIVISION PLAT FOR DETAILED BOUNDARY INFORMATION.STREETGARDEN#324 GARDEN STREETDOVER PLACELEGENDEXISTING PROPERTY LINE310EXISTING TREELINESIDELINE OF EASEMENTEXISTING CONTOUR#310 MARKET STREETGARDEN APARTMENTS#180 GARDEN STREETCITY HALL & LIBRARY#200 GARDEN STREETCENTRAL SCHOOLBIKE PARKINGBUILDINGDWELLINGUNITSNON-RESIDENTIALSPACESHORT TERM BIKE SPACESLONG TERM BIKE SPACESCHANGINGFACILITYUNISEXSHOWERCLOTHESLOCKERREQUIREDPROVIDEDREQUIREDPROVIDEDB17311,322 SF10 (7.3 + 2.3)1274 (73 + 1.1)76NOTREQUIREDNOTREQUIRED1REQUIREDB26211,353 SF9 (6.2 + 2.3)1263 (62 + 1.1)64NOTREQUIREDNOTREQUIRED1REQUIREDB326NONE362626NOTREQUIREDNOTREQUIREDNOTREQUIREDVEHICLE PARKINGBUILDINGDWELLINGUNITSMAXIMUMPARKINGPROPOSED PARKING SPACESGARAGESURFACETOTALB1731466155116B2621245353106B32652NONE1414TOTAL236OPEN SPACEBUILDINGDWELLINGUNITSNON-RESIDENTIALSPACEOPEN SPACEREQUIREDPROPOSED OPEN SPACELDA O/SCREDITONSITETOTALB17311,322 SF4,946 SF(4,380 + 566)2,473 SF(50% MAX.)3,500 SF RAINGARDEN+ 2,375 SFPOCKET PLAZA+ 1,160 GARDENSPACE+ 1,190 SFSNIPPET /PARKLET13,622 SFB26211,353 SF4,288 SF(3,720 + 568)2,144 SF(50% MAX.)B326NONE1,560 SF780 SF(50% MAX.)TOTAL10,794 SF5,397 SF8,225 SFZONING TRANSECT BOUNDARYEXISTING 4' CHAIN LINK FENCEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLEBUILDING ENVELOPE STANDARDS - FRONTAGE BUILDOUT:REQUIRED FRONTAGE BUILDOUTT-470% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)T-585% MINIMUM FOR PRIMARY STREETS (PRIMARY & SECONDARY BUILDING FACADE)PROPOSEDMARKET STREETTOTAL STREET FRONTAGE = 430 FT (ALL IN T-5)TOTAL FRONTAGE BUILDOUT = 370 FT (BLDG B1 = 185 FT BLDG B2 = 185 FT)TOTAL FRONTAGE BUILDOUT = 86% (370 FT / 430 FT = 86%)CITY HALL/SCHOOL DRIVEWAYTOTAL STREET FRONTAGE = 215.3 FT (T-5 = 150 FT T-4 = 65.3 FT)TOTAL FRONTAGE BUILDOUT = 191 FTTOTAL FRONTAGE BUILDOUT = 88% (191 FT / 215.3 FT = 88%)GARDEN STREETTOTAL STREET FRONTAGE = 433.7 FT (T-5 = 150 FT T-4 = 283.7 FT)TOTAL FRONTAGE BUILDOUT = 350 FT (BLDG B1 = 230 FT BLDG B3 = 120 FT)TOTAL FRONTAGE BUILDOUT = 80.7% (350 FT / 433.7 FT = 80.7%)THE PROPOSED FRONTAGE BUILDOUT FOR GARDEN STREET (350 FT) EXCEEDS THE MINIMUM REQUIRED COMPOSITE BUILDOUT (326.1 FT) FOR THE T-4 & T-5.[(150 FT X 0.85) + (283.7 FT X 0.70) = 326.1 FT)]LOT N11-16-22UPDATE B3 FOOTPRINT AND WALKSABRNEW CONCRETE SIDEWALKSEE PLANS BY TJ BOYLE FORADDITIONAL DESIGN DETAILS12-09-22REV SCHOOL ST, NON-RESID SPACE & BIKE/OPEN SPACEABR
rim = 311.4612" cmp in = 306.6312" rcp out = 306.463143133
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2 EXISTING EASEMENT TO CITY OFSOUTH BURLINGTON (SEE NOTE 9)EXISTING EDGE OF PAVEMENTOF SCHOOL DRIVEWAY10'IPSMARKET STLOT BLOT N311310308309TYPICAL FINISH GRADECONTOUR - MAINTAINPOSITIVE DRAINAGE TOSTORM PONDAPPROXIMATE LIMIT OFFILL PLACEMENT AREA.ACCESS FORPLACEMENT OF FILLEXISTING PAVEMENTEXISTING PAVEMENTEXISTING PAVED SIDEWALKEXISTING PAVED SIDEWALKEXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKEXISTING PAVED SIDEWALKGARDEN S
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EXISTING CHAIN LINK FENCESOUTH BURLINGTON CITY CENTERCATAMOUNT RUNMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing11-07-22KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 155 MARKET ST.LEGENDGRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.310 MARKET ST.324 GARDEN ST.CITY HALL & LIBRARY180 MARKET ST.MARCOTTE CENTRAL SCHOOL200 MARKET ST.EXISTING CONTOUREXISTING PROPERTY LINEEXISTING EDGE OF TREES / SHRUBS3132NOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE EXISTING CONDITIONS OF LOT B.DATA IS BASED UPON A TOPOGRAPHIC SURVEY PERFORMED BY BARNARD & GERVAISIN OCTOBER 2022, RECORD DRAWINGS FOR MARKET STREET, AND DESIGN DRAWINGSFOR THE CITY HALL PROJECT AT 180 MARKET STREET.2.SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATED INFORMATIONWITHIN THE RIGHT OF WAY. THE NORTH SEGMENT OF GARDEN STREET ISSUBSTANTIALLY COMPLETE, EXCEPT FOR SIDEWALK CONSTRUCTION ON THE NORTHSIDE OF THE STREET.3.SEE MARKET STREET RECORD DRAWINGS FOR ADDITIONAL UTILITY RELATEDINFORMATION WITH THE RIGHT OF WAY.4.SEE THE SUBDIVISION PLAT FOR BOUNDARY RELATED INFORMATION.EXISTINGCONDITIONS PLANEXISTING STREET TREEEXISTING 4' CHAIN LINK FENCETEMPORARY 6' CHAIN LINK FENCEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLE11-16-22REVISE EXIST PAVE MARKINGSABR12-09-22REVISE EXIST SIGNS/MARKINGS ON CITY HALL/SCHOOL DRIVEABR
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BLDG B1BLDG B2MARKET STREETGARDEN STREET
CITY HALL / SCHOOL DRIVEWAYFUTURE PUBLIC STREET
BLDG B3FFE = 314.0FFE = 316.0GARAGESLAB = 303.0GARAGESLAB = 304.10FFE = 315.10FFE = 317.25BASEMENT SLAB = 306.25EXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALKMARKET STREETFFE = 314.0 NEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONC. SIDEWALK
NEW CONCRETE SIDEWALK
NEW CONCRETE SIDEWALKBIO-RETENTION AREARETAINING WALLTOP WALL = 315.0RETAINING WALLTOP WALL = 315.0FFE = 315.0 EXPOSED FOUNDATION ALONGPORTION OF TRASH /RECYCLING ENCLOSUREBOULDER OR STONEBLOCK RETAININGWALL (MAX. HT = 2')SEE INSET FOR STREETLEVEL PLAZA AREA GRADINGNEW CONCRETESIDEWALK RAMPMAINTAIN POSITIVEDRAINAGE ALONG NEWCONCRETE CURB TOEXIST. CATCHBASINEXIST. CB TO REMAIN+314.77+314.14+314.52312+ 314.30 + 315.00+ 315.00NEW CONCRETE SIDEWALK 315.10 +315.00 ++ 315.00+ 315.10+ 315.10314.60 +CONCRETE PLAZASOUTH BURLINGTON CITY CENTERCATAMOUNT RUNMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing11-07-22KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN3GRADING PLAN1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT LEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOUR#310#200 GARDEN STREETCENTRAL SCHOOLPROPOSED TREELINEEXISTING 4' CHAIN LINK FENCEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLE(IN FEET)GRAPHIC SCALE2002040801" = 20 ft.#324#180 MARKET STCITY HALL & LIBRARY
PROPOSED CONTOUR313PROPOSED SPOT GRADE+315.50EXISTING SPOT GRADE+315.46PROPOSED CATCHBASINPROPOSED STONE FILLNOTES:1.COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACHBUILDING WITH THE OWNER. UNLESS STEPS ARE PROPOSED, THEMAXIMUM LONGITUDINAL SLOPE ON ANY SIDEWALK SHALL BE LESS THAN5%. THE MAXIMUM LONGITUDINAL SLOPE ON ANY RAMP SHALL BE LESSTHAN 1:12. THE MAXIMUM CROSS SLOPE ON ANY SIDEWALK SHALL BE 2%.2.CAST IRON DETECTABLE WARNING PLATES SHALL BE INSTALLED AT ALLSIDEWALK AND PAVED PATH RAMPS, AT CROSSWALKS, AND ATADDITIONAL LOCATIONS NOTED ON THE PLANS. AT PAVED PATHS,DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN CONCRETE.3.WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALLCOORDINATE WITH THE OWNER ON THE SELECTION AND INSTALLATIONOF AN ADA COMPLIANT HANDRAIL.4.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSESONLY. REFER TO DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FORCONSTRUCTION.5.THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGHT OFRETAINING WALLS ON THE SITE. THE DESIGN OF THE RETAINING WALLSAND RAILIINGS ARE TO BE PERFORMED BY OTHERS IN CONSULTATIONWITH THE OWNER.PLAZA INSETSCALE: 1" = 20'11-16-22UPDATE B3 FOOTPRINT AND WALKSABR12-09-22REV CURB ALONG CITY HALL /SCHOOL DRIVEABR
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CITY HALL / SCHOOL DRIVEWAYFUTURE PUBLIC STREET
BLDG B3FFE = 315.10FFE = 317.25BASEMENT SLAB = 306.25EXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALK NEW CONCRETE SIDEWALKMARKET STREETNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALKNEW CONCRETE SIDEWALK
NEW CONCRETE SIDEWALK
NEW CONCRETE SIDEWALKBIO-RETENTION AREARETAINING WALLTOP WALL = 315.0SEE VHB SHEET D2 FORBIO-RETENTION DETALSTYP. STONE BLOCKRETAINING WALL8" PVC ROOF DRAININV = 313.108" PVC ROOF DRAININV = 313.40NEW 8" CL52 WATERNEW 8"X8" TAPPINGSLEEVE & VALVE6" SDR35 PVC SEWERINV = 305.108" X 6" WYE& SEWER C.O.INV = 304.808" PVC SEWERSTUB INV = 304.7EXISTING 24" PE STUB TO BEREMOVED (FROM EX. CB 14)EX. CB14CB1CB2CB3CB4CB5CB6CB7CB8CB9CB10CB11CB12CB13EXISTING 18" PE STUB TO BEEXTENDED TO CB13. STUBINV = 308.4APPROXIMATE LIMITS OF 5" THICK CONCRETESIDEWALK REPLACEMENT. SEE PUBLIC ROWCONCRETE SIDEWALK DETAIL AND CONC.SIDEWALK JOINTS, FINISH & NOTESAPPROXIMATE LIMITS OF 8" THICK CONCRETESIDEWALK REPLACEMENT. SEE PUBLIC ROWCONCRETE SIDEWALK DETAIL AND CONC.SIDEWALK JOINTS, FINISH & NOTESCB146" SDR35 PVC24" PE18" PECB16APPROXIMATE LIMITS OFPAVEMENT REPLACEMENTFOR MOUNTABLE CURBNEW MOUNTABLEGRANITE CURBMOUNTABLEGRANITE CURBAPPROXIMATE LIMITS OF PAVEMENTREPLACEMENT FOR CURB REPLACEMENTEXISTING CONCRETESIDEWALK TO BE REMOVEDNEW CONCRETE CURB6"
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WATER8"X8" TEE WITH REDUCER& 6" G.V. TO BLDG & HYD22° BEND8" SDR35 PVC SEWERINV = 301.3. CUT BACK EXIST.STUB AND TRANSITION TOSCH40 PVC THRU FOUNDATION6" PVC SEWER STUB. INV ELEVUNKNOWN. TRANSITION TOSCH40 PVC THRU FOUNDATION.6" PVC SEWER STUB. APPROX.INV ELEV = 303.9. TRANSITION TOSCH40 PVC THRU FOUNDATION.MIN. S = 0.016" DI WATER SERVICE AND 2"COPPER DOMESTIC SERVICE(SEE DETAIL ON SHEET 10)6" SEWER SERVICEINV = 305.36" SCH40 PVC THRU WALLS = 0.018" SCH40 PVC ROOF DRAIN THRUFOUNDATION WALL, ELEV = 310.158" SCH40 PVC ROOF DRAIN THRUFOUNDATION WALL, ELEV = 310.478" SDR35 PVC8" SDR35 PVCS = 0.005315" PES = 0.0115" PES = 0.00515" PES=0.005 12" PES=0.0165" SCH40 PVC (ELEC)S=0.005112" PE1
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0
0
58" SDR35 PVC8" SDR35 PVC12" SDR35 PVC S = 0.00512" X 8" WYE8" SCH40 PVC ROOF DRAIN THRUFOUNDATION WALL, ELEV = 311.38" SCH40 PVC ROOF DRAIN THRUFOUNDATION WALL, ELEV = 310.68" SDR35 PVC12" CL52 DI12" CL52 DIEXIST. 8" CL52 DI WATER STUB.CUT BACK AND INSTALL REDUCER,(2) 45° BENDS WITH THRUST BLOCKNEW 6" CL52 DI WATER6" DI WATER SERVICE AND 2"COPPER DOMESTIC SERVICE(SEE DETAIL ON SHEET 10)8" PVC SEWER NEW HYDRANTTYP. TYPE I STONE SWALE5" SCH40 PVC (ELEC)(2) 4" SCH40 PVC(TELECOM/CTV)SEE MECHANICAL PLANS FORBUILDING SERVICE CONDUITREQUIREMENTSELECVAULTELECVAULTTRASH & RECYCLINGENCLOSUREBOULDER OR STONEBLOCK RETAINING WALLCB15NEW GAS METERNEW GAS METER(2) 3" SCH40 PVC FM (STORM)2" SCH40 PVC FM(STORM)HOSE BIB FOR SHARED GARDENSTYPICAL 8" THICKCONCRETE SIDEWALKPAVED PATHTYP. EXIST. CURBTO BE REMOVEDEX. 18" PEMOUNTABLECONCRETE CURBMOUNTABLECONCRETE CURBTYP. CONNECT ROOFDRAIN TO YARD INLETEXISTING CONCRETE CURB EXISTING CONCRETE CURB
NEW MOUNTABLECONCRETE CURBSEE SHEET 6 FORLIGHTING DETAILSEXISTING CHAIN LINK FENCE6" SDR35 PVCSEWER SERVICERETAIN EXISTING STREET LIGHTNEW CONCRETE SIDEWALK RAMPSEE SHEET 11 FOR LIMITS OF PAVEMENTMILLING AND REPLACEMENT TOELIMINATE EXIST. PAVEMENT MARKINGSNEW 6" THICK CONCRETE SIDEWALK TOREPLACE EXISTING PAVED SIDEWALK. SEEPUBLIC ROW CONCRETE SIDEWALK DETAIL &CONC. SIDEWALK JOINTS, FINISH AND NOTESNEW 6" THICK CONCRETE SIDEWALK TOREPLACE EXISTING PAVED SIDEWALK. SEEPUBLIC ROW CONCRETE SIDEWALK DETAIL &CONC. SIDEWALK JOINTS, FINISH AND NOTESEXIST. CBTO REMAINFDCFDCFDCRELOCATE EXISTINGSTREET LIGHTET316 315G W
G GGEEET315G
41-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT LEGENDPROJECT BOUNDARY 310EXISTING TREELINEABUTTING PROPERTY LINESIDELINE OF EASEMENTEXISTING CONTOURSOUTH BURLINGTON CITY CENTERCATAMOUNT RUNMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing11-07-22KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN#310MARKET ST#200 GARDEN STREETCENTRAL SCHOOLPROPOSED TREELINEEXISTING 4' CHAIN LINK FENCEEXISTING POLE MOUNTED LIGHTEXISTING HYDRANTEXISTING STORM MH & CBEXISTING SEWER MANHOLE(IN FEET)GRAPHIC SCALE2002040801" = 20 ft.#324GARDEN ST#180 MARKET STCITY HALL & LIBRARY
PROPOSED CONTOUR313PROPOSED SPOT GRADE+315.50EXISTING SPOT GRADE+315.46PROPOSED STONE FILLUTILITY &LAYOUT PLANSTORMWATER STRUCTURE DATAEX CB14EXISTING CATCHBASINRIM = 313.956" UD IN = 309.266" UD OUT = 310.4724" IN = 309.30 (STUB TO BE REMOVED)24" OUT = 309.26NEW CB1RIM = 313.7518" PE IN = 309.722" FM IN = 309.75 (INSULATE)24" PE OUT = 309.70NEW CB2RIM = 314.1012" PVC IN = 309.9012" PE IN = 309.9018" PE OUT = 309.87NEW CB3RIM = 313.00(2) 8" PVC IN = 310.5512" PVC OUT = 310.53NEW CB4RIM = 313.208" PVC OUT = 310.75NEW CB5RIM = 313.508" PVC IN = 310.65(2) 2" FM IN = 310.70 (INSULATE)12" PE OUT = 310.65NEW CB6RIM = 313.508" PVC OUT = 310.75NEW CB7RIM = 314.012" PE OUT = 310.45NEW CB8RAIN GARDEN INLET STRUCTUREINLET OPENING = 314.50OUTLET OPENING = 313.25NEW CB9RAIN GARDEN INLET STRUCTUREINLET OPENING = 314.50OUTLET OPENING = 313.25NEW CB10RIM = 313.25(2) 8" PVC IN = 309.8515" PE OUT = 309.80NEW CB11RIM = 313.6015" PE IN = 309.4515" PE OUT = 309.45NEW CB12RIM = 314.1012" PE IN = 310.5015" PE IN = 309.0515" PE OUT = 309.05NEW CB13RIM = 313.6015" PE IN = 308.5018" PE OUT = 308.50(EXTEND EXIST. STUB)NEW CB14YARD INLETRIM = 313.656" PVC IN = 310.958" PVC OUT = 310.90NEW CB15YARD INLETRIM = 313.506" PVC IN = 310.808" PVC OUT = 310.75NEW CB16YARD INLETRIM = 313.0012" PE OUT = 311.00PS1PUMP STATIONRIM = 302.60(2) 6" UD IN = 398.606" PVC IN = 299.10(2) 2" FM OUT (SEE PS DETAIL)APPROX. LOCATION OF EXISTING5" CONDUIT FOR ELECTRIC5" SCH40 PVC (ELEC)(2) 4" SCH40 PVC (TELECOM/CTV)SEE INSET 'A'INSET 'A'1" =20'5" SCH40 PVC (ELEC)(2) 4" SCH40 PVC(TELECOM/CTV)APPROX. LOCATION OF 5" (ELEC)AND (2) 4" (TELECOM/CTV) CONDUITSGARDEN STREETNEW CONCRETE SIDEWALK
EXIST. PAVED PATH
EXIST. CONCRETE SIDEWALK
#324ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED INACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONSAND DETAILS FOR THE INSTALLATION OF WATER LINES ANDAPPURTENANCES, CURRENT EDITION. THE SBWD SHALL BE NOTIFIEDFOR A PRE-CONSTRUCTION MEETING AT LEAST 7 DAYS PRIOR TO ANYEXCAVATION RELATED TO THE EXISTING OR NEW WATER SYSTEM.NOTES:1.THE LOCATION AND ELEVATION OF EXISTING UTILITIES AND SERVICE STUBSARE BASED ON RECORD DRAWING DATA PROVIDED BY OTHERS.2.PRIOR TO THE FABRICATION OF STRUCTURES, THE SITE CONTRACTORSHALL PERFORM EXPLORATORY EXCAVATION TO CONFIRM THEHORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES.3.THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OFTHE WATER, SEWER, FOOTING DRAIN, AND ROOF DRAIN SERVICECONNECTIONS TO THE BUILDING WITH THE OWNER AND MECHANICALPLANS.4.THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMPSTATION (IF THE FOOTING DRAINS ARE CONNECTED TO THE PUMP STATION)ARE TO BE DESIGNED BY OTHERS. SEE PLANS BY OTHERS FORFOUNDATION DRAIN PIPING SPECIFICATIONS AND LOCATION.5.PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTINGDRAIN, AND ROOF DRAIN SERVICES FROM THE MECHANICAL PLANS SHALLBE COMPARED TO THE ELEVATION OF THE COLLECTION MAINS ANDSERVICES SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TO THEENGINEER.6.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY.REFER TO DESIGN DRAWINGS BY EACH RESPECTIVE UTILITY FORCONSTRUCTION.7.ALL PIPE SLOPES ARE IN FEET / FEET.NEW NATURAL GAS SERVICETO BE COORDINATED WITH VGSAPPROX. LOCATION OFEXISTING GAS SLEEVENEW GAS METERWATER SERVICE NOTE: SEE ALSO WATER SERVICE INSETS ON SHEET 1011-16-22UPDATE B3 FOOTPRINT AND WALKSABRWETPROPOSED WATER LINE & HYDRANTPROPOSED SEWER LINE & CLEANOUTPROPOSED STORM FORCEMAINPROPOSED STORM PIPE & CATCHBASINPROPOSED GAS LINEPROPOSED ELECTRIC & TELECOMSFMGEXISTING WATER LINE & HYDRANTEXISTING SEWER LINEEXISTING STORM PIPE & CATCHBASINEXISTING ELECTRIC & TELECOMETPROPOSED POLE MOUNTED LIGHTWS12-09-22REV SCHOOL ST, RELOCATE ST LIGHT, ADD FDCABR
SOUTH BURLINGTON CITY CENTER
CATAMOUNT RUN
MARKET ST. & GARDEN ST. SOUTH BURLINGTON
Date
Sheet number
Scale
Checked
Drawn
Survey
Date Revision By
These plans shall only be used for the purpose shown below:
Sketch/Concept
Final Local Review
Construction
Record Drawing
11-07-22
KB
ABR
B&G
THE SNYDER GROUP, INC.
4076 SHELBURNE ROAD, SUITE 6
SHELBURNE, VERMONT 05482
802-985-5722
WWW.SNYDERHOMESVT.COM
AS SHOWN
7
DETAILS AND SPECIFICATIONS
SITEWORK
GENERAL CONSTRUCTION SPECIFICATIONS
1. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONT
AGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESE
PLANS.
2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANY
UNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 811 PRIOR TO ANY EXCAVATION. THE
CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINE THE ACTUAL
LOCATION OF THE EXISTING SERVICE STUBS AND PRIVATE UTILITIES WITHIN THE LIMITS OF THE PROPOSED
WORK.
3. UTILITIES INFORMATION SHOWN HEREON WERE OBTAINED FROM LIMITED FIELD SURVEYS AND AVAILABLE
PRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALL
VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
ANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT OR
RECONNECT ALL UTILITIES TO THE NEAREST SOURCE THROUGH COORDINATION WITH UTILITY OWNER.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL EXISTING VEGETATION,
PAVEMENT AND STRUCTURES NECESSARY TO CONSTRUCT THIS PROJECT UNLESS OTHERWISE NOTED ON
THESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITE
UPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER.
5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATED
AS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHEN
DEEMED NECESSARY BY THE OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THE
CONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWER
BROOM AS DUST CONTROL.
6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WITH STATE
E-STANDARDS AND CITY REQUIREMENTS. ADDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACE
WHILE ANY WORK IS UNDERWAY WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDE
FLAGGERS FOR TRAFFIC CONTROL AT ALL TIMES THAT WORK IS UNDERWAY ON THE SHOULDER OR WITHIN THE
PAVED PORTION OF THE PUBLIC RIGHT OF WAY.
7. ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONS
SHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELY
PRIOR TO THE BEGINNING OF OPERATIONS.
8. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER LINES SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND THE VERMONT
WATER SUPPLY RULES.
9. HEALTHY EXISTING TREES, AS SHOWN ON THE PLANS, ON AND ADJACENT TO THE SITE SHALL BE PROTECTED
BY THE CONTRACTOR.
10. ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY AT
OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, UNLESS OTHERWISE
SPECIFIED.
11. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREE
OF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.
SIDEWALK RAMP DETAILS
C
B
A
C
B
8.3 % MAXIMUM
CURB TRANSITION
SECTION C-C
5'
MIN. WIDTH
SECTION B-B
SECTION A-A
CONCRETE CURB
8.3 % MAX.
RAMP
AUXILIARY
ROUNDING ( TYPICAL )
8.3 % MAX.
AUXILIARY
RAMP
CURB
SIDEWALK RAMP
1/4" REVEAL
EDGE OF PAVEMENTCONCRETE CURB
24"
CAST IRON
DETECTABLE
WARNING SURFACE
LEVEL LANDING
SIDEWALK RAMP WITH
CAST IRON DETECTABLE
WARNING SURFACE
SIDEWALK
RAMP
SIDEWALK
RAMP
SINGLE RAMP ON TANGENT:
SIDEWALK ADJACENT TO CURB.
CONCRETE SIDEWALK DETAIL
ACCESSIBLE
VAN
PARKING
RESERVED
ACCESSIBLE PARKING SPACE DETAIL
NOTE:
ALL DETECTABLE WARNING SURFACES SHALL BE CAST
IRON AND SET IN PORTLAND CEMENT CONCRETE.
SEE PLANS
1
1
GRADE OF PAVEMENT
SLOPE TO MATCH FINISH
SEE SITE PLAN FOR GRADING
CONCRETE CURB
18"
1 1/2" THICK VTRANS TYPE III
WEARING COURSE
2" THICK VTRANS TYPE II
BASE COURSE
MIRAFI 500X GEOTEXTILE
FABRIC OR EQUAL
DENSE GRADED CRUSHED
STONE (VTRANS SPEC 704.06)
SELECT NATIVE SAND
DRIVE & PARKING AREA CROSS SECTION
NTS
WHERE FILL IS REQUIRED, SELECT NATIVE SAND OR APPROVED SAND FILL SHALL BE
USED TO REACH THE SUBGRADE ELEVATION. IF ALTERNATE MATERIAL IS USED, THE
ENGINEER SHALL BE CONSULTED REGARDING THE NEED FOR UNDERDRAIN
TYPICAL SANITARY SEWER & STORM TRENCH
INV. ELEV. POINT
ON PLANS
AS NOTED
SHORT LENGTH OF PIPE
NTS
18" X 18" X 8" - 3500 P.S.I.
SQUARE
24"
45° BEND
FLOW
CONCRETE PAD
6" THICK GRAVEL BASE
UNDER CONCRETE PAD
CLEANOUT DETAIL
COVER SHALL BE MARKED
SEWER OR STORM
THREADED PVC CAP INSIDE
CAST IRON CLEANOUT FRAME
& COVER
24"X24" SQUARE STRUCTURE
TYPICAL CATCHBASIN
ROUND STRUCTURE
NTS
MIN. 30"
BIKE RACK DETAIL
BIKE RACK LOOP
SEE LANDSCAPING PLANS FOR BIKE
RACK SPECIFICATIONS
22" MIN.
SIDE VIEW
NOTES:
1.SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY ENGINEER PRIOR TO
ORDERING.
2.THE BIKE RACK SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
3.SEE LANDSCAPING PLANS FOR BIKE RACK SPECIFICATIONS.
STAINLESS STEEL WEDGE
ANCHOR, MIN. 2 PER SIDE
SEE CONCRETE
SIDEWALK DETAIL
STAINLESS STEEL WEDGE
ANCHOR, MIN. 2 PER SIDE
ROADWAY
SURFACE
CONCRETE CURB DETAIL
FENCE & RETAINING WALL RAILING
NOMINAL 8 FEET ON CENTER
THE CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS FOR THE PROPOSED ATTACHMENT
OF THE RAILING POSTS TO TOP OF RETAINING
WALL. INSTALL PER MANUFACTURERS
RECOMMENDATIONS WHERE NOT LOCATED
ALONG TOP OF RETAINING WALL
RAILING SHALL BE MONTAGE MAJESTIC WELDED
STEEL PANEL FENCE SECTIONS:
-TWO RAIL OPTION WITH FLUSH BOTTOM
-COLOR SHALL BE BLACK
-NO FINIALS OR DOUBLE RING ADORNMENT
FINISH GRADE
48" NOMINAL HEIGHT
PARTIAL GARDEN STREET TYPICAL SECTION
NTS
SEE ALSO GARDEN STREET DESIGN PLANS
ADDITIONAL CROSS SECTION DETAILS
CONCRETE CURB
4
1
12"
SUBBASE OF DENSE GRADED
CRUSH GRAVEL, FINE GRADED
4" TOPSOIL
& SEED
5" THICK
CONCRETE
SIDEWALK
6'2.5'6"
6" TOPSOIL & SEED OR
CONCRETE WALK (SEE LAYOUT
PLAN FOR WALK LOCATIONS)
S = 2%
1
1
3/8" CRUSHED
STONE BEDDING
24" X 24"
48" SUMP
LEDGE PAYMENT
LIMIT
12"
6"
PRECAST REINFORCED
CONCRETE CATCHBASIN
DESIGNED TO MEET
AASHTO H-20 LOADING
REQUIREMENTS
RAIN GARDEN INLET STRUCTURE
OUTLET = 313.25
INLET = 314.50
6"
6"
SOLID PRECAST REINFORCED
CONCRETE COVER
STONE FILL
(SEE PLAN)
FINISH GRADE
CAST IN PLACE CONCRETE
CURB ON EACH SIDE OF
STRUCTURE
11-16-22 ADD RAIN GARDEN INLET STRUCTURE, REVISE FENCE DETAIL ABR
4" MAXIMUM
12-09-22 ADD NOTES RE: PUBLIC ROW SIDEWALK, ADD GRANITE CURB ABR
FOR ALL SIDEWALK TO BE CONSTRUCTED WITHIN THE CITY STREET
RIGHT OF WAY (MARKET ST, GARDEN ST & CITY HALL/SCHOOL
DRIVEWAY) SEE PUBLIC ROW CONCRETE SIDEWALK DETAIL AND
CONC. SIDEWALK JOINTS, FINISH AND NOTES ON SHEET 12
SOUTH BURLINGTON CITY CENTERCATAMOUNT RUNMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing11-07-22KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN9DETAILS AND SPECIFICATIONSWATERWATER DISTRIBUTION SPECIFICATIONSALL WORK TO BE PERFORMED IN ACCORDANCE WITH THECHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FORTHE INSTALLATION OF WATER LINES AND APPURTENANCES(LATEST VERSION). THE SBWD SHALL BE NOTIFIED PRIOR TOBACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS,APPURTENANCES AND WATER LINE CROSSINGS.BUILDING SLABBACKFLOW PREVENTIONDEVICESPRINKLER SYSTEM PIPINGSEAL SLABPENETRATION WITHWATERSTOPREDUCER(AS REQ'D)CL52 DUCTILEIRON PIPEMECHANICAL JOINT WITHGRIP RING RESTRAINT (TYP.)(2) 3/4" Ø THREADEDROD PIPERESTRAINTSTHRUST BLOCK(SEE DETAIL)MIN. 12" VERTICAL SEPARATIONBETWEEN BOTTOM OF FOOTINGAND TOP OF WATER PIPELAST JOINT TO BE NOCLOSER THAN 5' TOFOUNDATION WALLCL52 DI PIPEFINISH GRADE6' BURY DEPTH OR
INSULATE PER TYPICAL
WATER TRENCH DETAILFIRE PROTECTION SERVICE ENTRANCE DETAILNTSCL52 DI PIPE12"<10'BACKFLOW PREVENTION DEVICEDOMESTIC WATER LINEBUILDING SLABSHUT OFFMETER TO BE OBTAINED FROM MUNICIPALWATER DEPARTMENT. CONFIRM SIZE WITHFINAL MECHANICAL PLANSSEAL SLAB PENETRATIONWITH WATERSTOP2" TYPE 'K' COPPERMIN. 12" VERTICAL SEPARATIONBETWEEN BOTTOM OF FOOTINGAND TOP OF WATER PIPEFINISH GRADE6' BURY DEPTH OR
INSULATE PER TYPICAL
WATER TRENCH DETAILDOMESTIC WATER SERVICE ENTRANCE DETAILNTS12"SEE MECHANICAL PLANS FOR INTERIORPLUMBING DESIGN, INCLUDING PIPE SUPPORT2" TYPE 'K' COPPERWATER SERVICE NOTES:1.REFER TO MECHANICAL PLANS FOR INTERIOR POTABLE WATER AND SPRINKLER PIPING DETAILS ANDSPECIFICATIONS.2.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEMSHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATE THERMAL EXPANSIONSYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THE VERMONTPLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT.WATER SERVICE NOTES:1.REFER TO MECHANICAL PLANS FOR INTERIOR POTABLE WATER AND SPRINKLER PIPING DETAILS ANDSPECIFICATIONS.2.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEMSHALL BE PROTECTED WITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATE THERMAL EXPANSIONSYSTEM IN COMPLIANCE WITH THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THE VERMONTPLUMBING CODE. THE WATER METER SHALL MEET THE REQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT.
W+ 313.88WTWSWTSWW
GSSOUTH BURLINGTON CITY CENTERCATAMOUNT RUNMARKET ST. & GARDEN ST. SOUTH BURLINGTONDateSheet numberScaleCheckedDrawnSurvey DateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptFinal Local ReviewConstructionRecord Drawing11-07-22KBABRB>HE SNYDER GROUP, INC.4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VERMONT 05482802-985-5722WWW.SNYDERHOMESVT.COMAS SHOWN10DETAILS AND SPECIFICATIONSWATER & INSETSALL WORK TO BE PERFORMED IN ACCORDANCE WITH THECHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FORTHE INSTALLATION OF WATER LINES AND APPURTENANCES(LATEST VERSION). THE SBWD SHALL BE NOTIFIED PRIOR TOBACKFILLING TO INSPECT ALL JOINTS, FITTINGS, MAIN LINE TAPS,APPURTENANCES AND WATER LINE CROSSINGS.505101" = 5 FEETNEW CONCRETE SIDEWALK BUILDING B1NEW 2" CORPORATION INNEW 6" DI WATER LINENEW 2" CURBSTOPNEW 2" TYPE 'K' COPPERDOMESTIC WATER SERVICE6" CL52 DI WATER SERVICE(FIRE PROTECTION)BUILDING B1WATER SERVICE INSETGARDENSTREETEXISTING 12" CL52 DI WATEREXIST. CONCRETESIDEWALKNEW 6" CL52 DIEXISTING CONCRETE CURB90° BEND WITH CONCRETETHRUST BLOCKNEW 6" CL52 DINOTE: NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.505101" = 5 FEETBUILDING B2NEW 2" CORPORATIONIN NEW 6" DI WATER LINENEW 2" TYPE 'K' COPPERDOMESTIC WATER SERVICE6" CL52 DI WATER SERVICE(FIRE PROTECTION)BUILDING B2 - WATER SERVICE INSETEXIST. CONCRETESIDEWALKEXISTING 8" DI WATERNOTE: FOR THE WATER SYSTEM, NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.EXISTING 6"GATE VALVEEXISTING 6" CL52 DIWATER STUBN E W C O N C R E T E S I D E W A L KNEW CONCRETESIDEWALKEXISTING 6" CL52 DIWATER STUBEXISTING CONCRETE SIDEWALKEXISTING CONCRETE SIDEWALKNEW 45° BEND ANDCONCRETE THRUSTBLOCKEXIST. TELECOM CONDUITNEW 45° BEND ANDCONCRETE THRUST BLOCKNEW 2" CURBSTOP. INSTALLCAST IRON VALVE BOX WITHFLANGE OVER CURB BOXNEW 6" SCH40 PVC THROUGHFOUNDATION WALLSEWER CLEANOUT6" X 6" SDR35 PVC WYE6" SDR35 PVC SEWER SERVICES = 0.01505101" = 5 FEETN
EW
C
O
N
C
R
E
T
E
S
I
D
EW
A
L
K BUILDING B3NEW 2" CORPORATION INNEW 8" DI WATER LINENEW 2" TYPE 'K'COPPER DOMESTICWATER SERVICE6" CL52 DI WATER(FIRE PROTECTION)BUILDING - B3 WATER SERVICE INSETG
A
R
D
E
N
S
T
R
E
E
T
EXISTING 12" CL52 DI WATER NEW CONCRETE SIDEWALKNEW 6" CL52 DIE
X
I
S
T
I
N
G
C
O
N
C
R
E
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C
U
R
BNOTE: NO CONNECTION OR TAPS SHALL BE LOCATED WITHIN 3 PIPE DIAMETERS OF ANY OTHER FITTING OR PIPE JOINT.MIN. 10' SEPARATIONMIN. 10' SEPARATIONRELOCATE GAS SLEEVE TOPROVIDE HORIZONTAL SEPARATIONTO NEW WATER SERVICE12"X8" TAPPING SLEEVEAND VALVE8" CL52 DI WATER8"X8" TEETYP. 8"X6" REDUCERAND 6" GATE VALVEEXIST. 8" SDR35 PVC SEWERAPPROXIMATE LOCATION OFEXISTING SEWER SERVICE STUBNEW 8" SDR35 PVC SEWERSEWERCLEANOUT8" SDR35 PVC SEWERNEW 2" CURBSTOP& CURB BOX(TO NEW HYDRANT)11-16-22UPDATE BUILDING B3 FOOTPRINTABRFDCFDCFDC12-09-22ADD FIRE DEPT CONNECTIONSABRAPPROXIMATE LOCATIONOF FIRE DEPT CONNECTIONAPPROXIMATELOCATION OF FIREDEPT CONNECTIONFOR ALL BUILDINGS, THE FIRE DEPARTMENT CONNECTION SHALL BEKEPT CLEAR OF LANDSCAPING OR OTHER OBSTRUCTIONS WITH A 6'WIDE PATH FROM THE PUBLIC WAY, CENTERED ON THE FDCRELOCATED STREETLIGHT