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Home My WebLink AboutSP-22-050 - Plans - Non-Record - 0112 Garden StreetSSDDDDDD310302304308 307307308311311312311310 3123123143153143123 1 1 311313312311310309308307306305303301310303305305307 3073093023 0 6 304306307305 305307306307308306312305305308305300299305310309312 314305310305308305305305305308309308310308308309308308 GARDEN STREETLOT M16' WIDE CONCRETE SIDEWALK10' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKPROPOSEDBUILDINGSHARED DRIVEPAVED PARKING AREAEX. SIDEWALKPAVED PARKING AREAEXISTING BOXCULVERTTO DORSET STREETEXISTING STORMWATER FACILITYEXIST. STORMWATERFACILITYSTORM POND 1GRAVELWETLAND 5LOT M2PROPOSEDBUILDINGLOT LLOT NTRASH & RECYCLINGENCLOSURECLASS 2 WETLANDCLASS 2 WETLAND208'158'18'80'268'5 8 '31'50'152'67'PROPOSED 55' WIDE ACCESS &UTILITY EASEMENT FOR THEBENEFIT OF LOTS M2-M622'55'ELECELECLOT M3SEE PLANS BY WAGNERHODGSON FOR LAYOUT ANDLANDSCAPING IN MINI PARK6' WIDE CONCRETE SIDEWALK6' WIDE CONCRETE SIDEWALK5' WIDE CONCRETE SIDEWALK83'65'22'296'61'SEE SEPARATE PLANS FOR GARDENSTREET DESIGN INFORMATIONPROPOSED TREELINE72'167'15' WIDE PATHEASEMENT15'50' WETLAND BUFFER209'WETLAND / BUFFER DEMARCATIONLIMITS (SEE NOTE THIS SHEET)WETLAND / BUFFER DEMARCATION(SEE NOTE THIS SHEET)TYPICAL BOULDER FOR WETLAND /BUFFER DEMARCATIONS N O W S T O R A G ES N O W S T O R A G ES N O W S T O R A G ELOT M4LOT M5PROPOSED 43' WIDE ACCESS &UTILITY EASEMENT FOR THEBENEFIT OF LOTS M1, M2 & M4-M643'D A Y C A R E P L A Y A R E AELECSTORMWATERINFILTRATION SYSTEMTYPICAL BOULDER ALONGNORTH SIDE OF FENCETYPICAL 4' HIGH FENCEDateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.1SITE PLAN1" = 20'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT PARKING STANDARDS (T-4)FORM BASED CODE REQUIREMENTS:VEHICLE PARKINGMAXIMUM 2 SPACES PER RESIDENTIAL UNITFOR 120 UNITS, MAXIMUM 240 PARKING SPACESPROPOSED PARKING 87 GARAGE SPACES 75 SURFACE SPACES162 TOTAL PARKING SPACES (1.35 SPACES PER DWELLING UNIT)BIKE PARKINGSHORT TERM BIKE PARKINGRESIDENTIAL:1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS12 SHORT TERM SPACES REQUIRED12 SHORT TERM SPACES PROVIDED (6 INVERTED U RACKS)COMMERCIAL:1 SHORT TERM SPACE REQUIRED PER 5,000 SF (MINIMUM 4)4 SHORT TERM SPACES REQUIRED4 SHORT TERM SPACES PROVIDED (2 INVERTED U RACKS)LONG TERM BIKE PARKINGRESIDENTIAL:1 LONG TERM SPACE PER 1 DWELLING UNIT120 LONG TERM SPACES REQUIRED120 LONG TERM SPACES PROVIDED (IN PARKING GARAGE)COMMERCIAL:50% OF SHORT TERM SPACES REQUIRED2 LONG TERM SPACES REQUIRED2 LONG TERMS SPACES PROVIDED (IN PARKING GARAGE)PLUS 1 CLOTHES LOCKER TO BE PROVIDED IN DAY CARE USE AREA(SHOWER AND CHANGING FACILITY NOT REQUIRED)OPEN SPACE REQUIREMENTS (T-4)RESIDENTIAL, 20 UNITS OR MORE·60 SF PER UNITNON-RESIDENTIAL, <20,000 SF·6% OF NON-RESIDENTIAL SPACE GFA TOTAL REQUIRED OPEN SPACE = 7,608 SF (120 UNITS X 60 SF/UNIT + 6800 SF X 6%)PROPOSED OPEN SPACE:-PROPOSED POCKET PARK TO BE LOCATED AT WEST END OF BUILDING / LOT M2-ENHANCED STORMWATER TREATMENT AREA (LARGE DEVELOPMENT AREA OPEN SPACE /CITY STORMWATER PARK)-TOTAL PROPOSED OPEN SPACE = 7,608 SF (4,200 SF POCKET PARK + 3,408 SF LDA O/S)IMPERVIOUS SURFACETHE IMPERVIOUS SURFACE IS THE TOTAL AREA PROPOSED ON LOTS M1, M2, M3, AND L (OPENSPACE IMPROVEMENTS)TOTAL PROPOSED IMPERVIOUS SURFACE = 1.91 ACRELOCATION MAPNOT TO SCALEWILLISTON ROADMIDAS RDHINESBURG ROADMARKET STREETMAR Y S T R E E TDORSET STREETEXIT 14INTERSTATE 89INTERSTATE 89WHITE STSITEMARCOTTECENTRALSCHOOLSHEET INDEX1SITE PLAN2EXISTING CONDITIONS3GRADING & UTILITY PLAN4EPSC PLAN5LIGHTING PLAN6LIGHTING PLAN (OPEN SPACE)7STORMWATER INFILTRATION DETAILS8DETAILS - SITEWORK9DETAILS - EPSC & SITE10DETAILS - WATER11PAVEMENT MARKING & SIGN PLANPL1SUBDIVISION PLATAPPLICANTTHE SNYDER-BRAVERMANDEVELOPMENT COMPANY, LLC4076 SHELBURNE ROAD, SUITE 6SHELBURNE, VT 05482LANDOWNERSOUTH BURLINGTON CITY CENTER, LLCP.O. BOX 2204SOUTH BURLINGTON, VT 05407GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.NOTES:1.THE PURPOSE OF THIS PLAN IS TO PRESENT THE PROPOSED LAYOUT OF LOTSM1, M2, & M3 AND THE ASSOCIATED BUILDING AND SITE IMPROVEMENTS. THESEPLANS PRESENT THE SITE AND BUILDING CONSTRUCTION AS A SINGLE PHASE OFWORK. SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATEDINFORMATION WITHIN THE RIGHT OF WAY.2.SEE SOUTH BURLINGTON CITY CENTER, LLC SUBDIVISION PLAT, SHEET PL-1,LAST REVISED 12-05-19, BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS,INC. FOR BOUNDARY INFORMATION.WETLAND / BUFFER DEMARCATIONWHERE NOTED ON PLANS, THE WETLAND AND/OR WETLAND BUFFER LIMITS SHALLBE MARKED IN THE AREAS SHOWN BY BOULDERS AT A SPACING OF 25' ON CENTER(SEE DETAIL BELOW).IN ADDITION, WETLAND PROTECTION AREA SIGNAGE SHALL BE INSTALLED ALONGTHE DEMARCATION LINE. SIGNS SHALL BE 9" X 18", AND PLACED ON 4" SQUARE PTWOOD POSTS AT 100 FT INTERVALS (SEE DETAIL BELOW).MARKER ROCK SHALL EXTENDA MINIMUM OF 24 INCHESABOVE GRADE AND UP TO 6INCHES BELOW. THE ROCKSHALL HAVE NO DIMENSIONLESS THAN 24 INCHES.24" MIN.6" MAX.24" MIN.WETLAND / BUFFER DEMARCATIONN.T.S.12-05-19REV WET/BUFFER DEMARCATION, ADD LOT COVERAGEABRWETLAND PROTECTION AREA SIGNN.T.S.04-09-20REV CLEARING LIMITS SW OF TRASH BLDG, UPDATE SHEET INDEXABR07-23-20LABEL SNOW STORAGEABR01-21-22UPDATE FOR RESUBMIT OF FBC SITE PLAN REVIEWABRREV. BLDG FOOTPRINT, DAY CARE PLAY AREA, DOORS/WALKSABR09-07-22PROJECT DATA:ZONING DISTRICT: FORM BASED CODETRANSECT ZONE T4 LOT DATA:LOT M1 = 0.69 ACRELOT M2 = 0.52 ACRELOT M3 = 1.42 ACREBUILDING STANDARDS:REQUIRED:PRIMARY STREET:70% MINIMUM FRONTAGE BUILDOUT75% MIN. IN PRIMARY BUILD TO ZONE (0'-12')25% MAX. IN SECONDARY BUILD TO ZONE (0'-24')PROPOSED:LOT M1PRIMARY STREET / GARDEN STREET:FRONTAGE BUILD OUT = 81%(311.9' BUILT / 384.6' FRONTAGE)BUILD OUT IN PRIMARY BUILD TO ZONE = 76.1%(237.2' OF BUILDING IN PRIMARY BUILD TO ZONE)BUILD OUT IN SECONDARY BUILD TO ZONE = 23.9%(74.7' OF BUILDING IN PRIMARY BUILD TO ZONE)PROPOSED BUILDINGBASEMENTPARKING GARAGEFLOOR 1MIXED USE (RESIDENTIAL & 1,800 SF CAFE & 5,000 SF DAY CARE)FLOORS 2-4RESIDENTIAL UNITS SSD310302304308 307307308311311312311310 3123123143153143123 1 1 311313312311310309308307306305303301310303305305307 3073093023 0 6 304306307305 305307306307308306312305305308305300299305310309312 314305310305308305305305305308309308310308308309308308 GARDEN STREETLOT M16' WIDE CONCRETE SIDEWALK (UNDER CONSTRUCTION)10' WIDE SHARED USE PAVED PATH (UNDER CONSTRUCTION)6' WIDE CONCRETE SIDEWALK (UNDERCONSTRUCTION)PAVED PARKING AREAEX. SIDEWALKPAVED PARKING AREAEXISTING BOXCULVERTTO DORSET STREETEXISTING STORMWATER FACILITYEXIST. STORMWATERFACILITYSTORM POND 1GRAVELWETLAND 5LOT M2LOT LLOT NCLASS 2 WETLANDCLASS 2 WETLAND208'158'18'80'268'5 8 '31'50'152'55'ELECELEC83'65'22'296'61'SEE SEPARATE PLANS FOR GARDENSTREET DESIGN INFORMATION72'167'15' WIDE PATHEASEMENT15'50' WETLAND BUFFER209'LOT M5SHRUBS AND SAPLINGSSMALL TREESUTILITY VAULTSSHRUBS AND SAPLINGS(SITEWORK UNDER CONSTRUCTION)TEMPORARY ACCESS UNDER CONSTRUCTION DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.21" = 20'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.NOTES:1.SEE GARDEN STREET DESIGN PLANS FOR STREET AND UTILITY RELATEDINFORMATION WITHIN THE RIGHT OF WAY. GARDEN STREET IS CURRENTLYUNDER CONSTRUCTION.2.SEE SOUTH BURLINGTON CITY CENTER, LLC SUBDIVISION PLAT, SHEET PL-1,LAST REVISED 12-05-19, BY LAMOUREUX & DICKINSON CONSULTING ENGINEERS,INC. FOR BOUNDARY INFORMATION.PROPOSED 55' WIDE ACCESS &UTILITY EASEMENT FOR THEBENEFIT OF LOTS L & M2-M6LOT M409-07-22EXISTINGCONDITIONS PLAN 305S SUD316.00 +305.00 +310302.3302.3302.3302.3305308305305305+308305308309+308308310308308309 302.5 300299307+0 308UDUDUDUDSS+313.65+313.70313.45+S WWWWWWWWWSSSSWW309 314DUDUDUDUDUDUDUDUDUDUDUDUDUDSSSSSS316.00 +316.00 +316.00 +310315.35 +315.15+314.75 +314.35 +313.00+308309.5+ +315.02315.34++314.57+315.30312312314.5+314.5+314.5+314.5+FD+312.50313.20 ++312.70+313.70313.20+313.45+312.85+313.10++313.40313.25++313.20+3 1 2 . 8 5 +3 1 2 . 4 0312.85 +312.40+312.60 +312.25 ++3 1 1 . 5 0 311.20++313.20+3 1 2 . 1 5 + 3 1 1 . 6 0 312.55++312.80+312.4531 2 . 2 0 +312.50++ 3 1 2 . 8 5 +3 1 2 . 6 0 +313.35+312.33W310 3133 1 2 314305310310 3 1 3 312310 31431531431 2 D31530531 2 DDDETETETETETETETET313314FM3113153 1 5 31331431031 0 306312312L308312310306310309308308310312307312312311312 3123123063083053063 0 7 314 3 1 3 315 31 4 3 1 4 3133133 1 3 314UDUDUDUDUDW314314LLLLLLLLLLLLLLGGGGGGG312+ 3 1 2 . 9 0+ 313 .00UD315311313.10 +313WTD314314315313 312312.10+3 1 2 . 3 0 + + 3 1 2 . 2 5 313314315+G313+314.22314.50313313314.67 +LLLLLLLLLL LL LEEELETTT+311.50+310.15+3 1 0 . 1 5 +310.25+311.2031 2 . 6 0 ++ TOW=312.0+ TOW=310.03 1 2UD 310307308308309TETEFM+ 314.40L+ 314.30+ 314.20310304308 311 312311310 3143153143123 1 1 31131331231131030930830730630530331030330530 7 307309304306 307305 305307306307308308306312305304300299305310309 312314314305310305308305305305305308309308310308308309308308 LOT M110' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKPROPOSEDBUILDINGFFE = 316.00EX. SIDEWALKEXISTING BOX CULVERTEXISTING STORMWATER FACILITYEXIST. STORMWATERFACILITYGRAVELWETLAND 5LOT M2PROPOSEDBUILDINGFFE = 316.00LOT LTRANSITION FROM 8" SCH40 PVC TO8" SDR35 PVC SEWER OUTSIDE FNDTNDESIGN INV = 307.3512" CL52 DI8" CL52 DI WATER SERVICETRASH & RECYCLINGENCLOSURE15'CLASS 2 WETLANDINFILTRATION SYSTEM FORROOFTOP RUNOFF - SEE SHEET 7ELECTRANSFELECSWITCHTYPICAL NEW CTV ORTELECOM PEDESTALSTMH40CB42CB43CB44CB45CB46CB47STMH48STMH49BOULDERRETAINING WALLPRECAST CONCRETE BLOCKRETAINING WALL & RAILING(DESIGN BY OTHERS)8" PVC 8" PVC 12" PE 12" PE 12" PE 15" PE 12" PE15" PE12" PE12" ROOF DRAIN INV = 310.85.SEE MECHANICAL PLANS FORCONNECTION TO ROOFTOP PIPINGTYPICAL NEW POLE MOUNTED LIGHT -SEE LIGHTING PLAN FOR DETAILSTYPICAL CONCRETECURB ISLAND8" CL52 DISEE PLANS BY WAGNER HODGSON FORLAYOUT, MATERIALS, AND GRADING INTHE TERRACE AND OPEN SPACESEE PLANS BY WAGNER HODGSON FORLAYOUT AND MATERIALS BETWEEN BUILDINGFACE AND GARDEN STREET SIDEWALKPS1PLACE TYPE II STONE ON 1.5H:1VSLOPE. COVER STONE WITH 6"TOPSOIL OR GRUBBING MATERIAL15' WIDE PATHEASEMENTSEE MECHANICAL PLANSFOR ELEC/CTV/TELECOMCONDUIT REQUIREMENTS(3) INVERTED UBIKE RACKS(1) 6" SCH40 PVC (ELEC) (TO DORSET)(2) 5" SCH40 PVC (ELEC) (TO GARDEN ST)(2) 4" SCH40 PVC (TELECOM/CTV) (TO GARDEN ST)(2) 1" SCH40 PVC (LIGHTING)(5) 4" SCH40 PVC (ELEC) TO LOT M4OWNER & UTILITIES TO COORDINATE ON FINAL LOC.(3) INVERTED UBIKE RACKS6' CONCRETE SIDEWALK6' CONCRETE SIDEWALK5' CONCRETE SIDEWALK2" SDR26 PVCTYPICAL SIDEWALK RAMP WITHCAST IRON DETECTABLEWARNING SURFACEEXISTING GRAVEL WETLAND(SEE PLANS BY OTHERS FORDESIGN DETAILS)8" SDR35 PVC FOOTINGDRAIN INV = 303.30S = 0.0058" SDR35 PVC FOOTINGDRAIN INV = 303.00STORMWATERPUMP STATION12" PE STUBUD COINV=305.0UD COINV=305.0UD COINV=308.70SEE NOTE UNDER STORMSTRUCTURES DATASEE NOTE UNDER STORMSTRUCTURES DATACLASS 2 WETLANDTYPICAL WETLAND/BUFFERDEMARCATION - SEE NOTES &DETAIL ON SHEET 112" THICK TYPE I STONE12" ROOF DRAINOUTLET INV = 303.3SEE MECHANICAL PLANS FORCONNECTION TO ROOFTOP PIPINGNEW HYDRANT & 6" GATE VALVE12" CL52 D I GAS METERTRANSITION FROM 8" SCH40 PVC TO8" SDR35 PVC SEWER OUTSIDE FNDTNDESIGN INV = 306.75GRAVELWETLAND 1TYP. ENDCURB TAPER6' WIDE CONCRETE SIDEWALK10' WIDE PAVED PATHGARDEN STREETGARDEN STREETSEE MECHANICAL PLANSFOR LIGHTING CONDUITREQUIREMENTSELECTRANSFMOUNTABLE CURB,TYP. BOTH SIDESMOUNTABLECURB4' HIGH FENCEAROUND PLAY AREARAMP(2) INVERTED UBIKE RACKSDateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.31" = 20'2002040801" = 20 FEETGRADING &UTILITY PLANUTILITY CONDUIT AND FACILITIES SHOWNARE CONCEPTUAL ONLY - SEE UTILITYDESIGN FOR CONSTRUCTION DETAILSCB47RIM = 311.7512" OUT = 307.92STMH48RIM = 314.00(3) 12" IN = 310.4015" OUT = 310.35STMH49RIM = 313.0015" IN = 309.6515" OUT = 309.60(TO INFILTR SYSTEM)15" OUT = 311.00(OVERFLOW TO GW1)PS1GRATE = 304.75(2) 6" UD IN = 300.752" FM OUT TO CB4612" PE INV = 310.70VERIFY ELEVATION OF EXISTINGPIPE STUB ACROSS GARDEN ST.NOTES:1.THE CONTRACTOR SHALL COORDINATE THE HORIZONTAL LOCATION OF THE WATER, SEWER,FOOTING DRAIN, AND ROOF DRAIN SERVICE CONNECTIONS TO THE BUILDING WITH THE DEVELOPERAND ARCHITECTURAL PLANS.2.THE FOUNDATION DRAIN COLLECTION SYSTEM AND STORMWATER PUMP STATION (IF THE FOOTINGDRAINS ARE CONNECTED TO THE PUMP STATION) ARE TO BE DESIGNED BY OTHERS. SEE PLANS BYOTHERS FOR FOUNDATION DRAIN PIPING SPECIFICATIONS AND LOCATION.3.PRIOR TO CONSTRUCTION, THE ELEVATIONS OF THE SEWER, FOOTING DRAIN, AND ROOF DRAINSERVICES FROM THE ARCHITECTURAL PLANS SHALL BE COMPARED TO THE ELEVATION OF THECOLLECTION MAINS AND SERVICES SHOWN ON THESE PLANS. REPORT ANY DISCREPANCIES TOTHE ENGINEER.4.COORDINATE THE LOCATION OF THE SIDEWALK ENTRANCES TO EACH BUILDING WITH THE OWNER.UNLESS STEPS ARE PROPOSED, THE MAXIMUM SLOPE ON ANY SIDEWALK SHALL BE LESS THAN 5%.THE MAXIMUM SLOPE ON ANY RAMP SHALL BE LESS THAN 1:12.5.CAST IRON DETECTABLE WARNING STRIPS SHALL BE INSTALLED AT ALL SIDEWALK AND PAVED PATHRAMPS, AT CROSSWALKS, AND AT ADDITIONAL LOCATIONS NOTED ON THE PLANS. AT PAVEDPATHS, DETECTABLE WARNING STRIPS SHALL BE INSTALLED IN CONCRETE.6.WHERE EXTERIOR STEPS ARE SHOWN, THE CONTRACTOR SHALL COORDINATE WITH THEDEVELOPER ON THE SELECTION OF AN ADA COMPLIANT HANDRAIL.7.UTILITY LAYOUTS SHOWN ON THIS PLAN ARE FOR REVIEW PURPOSES ONLY. REFER TO DESIGNDRAWINGS BY EACH RESPECTIVE UTILITY FOR CONSTRUCTION.8.THESE PLANS PRESENT THE LOCATION AND TYPICAL HEIGHT OF RETAINING WALLS ON THE SITE.THE DESIGN OF THE RETAINING WALLS AND RAILIINGS ARE TO BE PERFORMED BY OTHERS INCONSULTATION WITH THE DEVELOPER.9.SEE SEPARATE PLANS FOR GARDEN STREET ALIGNMENT, GRADING, AND UTILITIES.10.ALL PIPE SLOPES ARE IN FEET / FEET.CB43RIM = 311.856" UD IN = 308.4012" IN = 308.0612" OUT = 308.01CB44RIM = 311.00(2) 8" IN = 308.3612" OUT = 308.31CB45RIM = 311.008" OUT = 308.61CB46RIM = 311.008" OUT = 308.542" FM IN = 308.6(INSULATE FM)STORMWATER PIPE NOTE: FOR THE PIPESBETWEEN CB43 TO CB42 AND CB47 TOCB42 - THE PIPE AND STONE BEDDINGSHALL BE WRAPPED IN GEOTEXTILE FORUNDERDRAIN ALONG THE FULL LENGTH OFTHE PIPE. A MINIMUM OF 5 LF UNDERDRAINSHALL BE INCLUDED WITHIN THE BEDDINGAND GEOTEXTILE AT CB 42, WITH THEUNDERDRAIN DISCHARGING INTO THE CB12-05-19ABRWETLAND/BUFFER DEMARCATIONROOF DRAIN NOTE:THE ROOFTOP AREA SHALL DRAIN TO THE TWO ROOF DRAIN PIPES SHOWN. THE PHASE 1 / EASTERLYROOFTOP AREA DRAINING TO THE INFILTRATION SYSTEM SHALL BE 13,885 SF. THE PHASE 2 /WESTERLY ROOFTOP AREA DRAINING DIRECTLY TO GRAVEL WETLAND #5 SHALL BE 20,875 SF.12-10-19ROOF DRAIN NOTE/AREA, ROOF DRAIN TO GW#5ABR12-19-19REL HYD IN PARK ISLAND, DEL PH2 R.WALL, SERV GVABRSTORM STRUCTURE DATASTMH40RIM = 315.1615" IN = 306.4015" OUT = 306.35 (EXISTING STUB)STMH41 (DELETED)CB42RIM = 312.45(2) 6" UD IN = 307.90(2) 12" IN = 307.3815" OUT = 307.338" GATEVALVE12" X 8" ANCHOR TEE & 8" GATEVALVE TO BE INSTALLED WITHGARDEN STREET CONSTRUCTION8" GATEVALVE04-09-20REV FM FROM TEMP PS TO STMH 41ABR01-22-22SINGLE BLDG CONSTRUCTION, UPDATE LOT M5 LAYOUTABR08-31-22ADD VAULT, DEL STMH41, REV CONDUIT TO GARDEN, MOUNT CURBABR09-07-22REV. BLDG FOOTPRINT, ADD PLAY SPACE, REV DOORS/WALKSABR 305SUD310302.3302.3302.3302.3305308305305305+308305308309+308308310308308309 302.5299308UDUDUDUD SSS WWWWWWWSSSSWW309 314DUDUDUDUDUDUDUDUDUDUDUDUDUDSSSSSS310308 312312FD310 313312 314305310310313312310 31431531431 2 D31430531231 2 DDDETETETETETETET313314FM3113153 1 5 31331431031 0 306312312L308312310306310309308308310312307312312311312 312312306308305306307 314 3 1 3 315 314 3 1 4 3133133 1 3 314UDUDUDUDUD314314LLLLLLLLLLLLLGGGGGGGGGGGGG312UD311313WTD314314315313 312313314315G313313313LLLLLLLLLL LL LEEELETTT3 1 2UD 310307308308309TETEFML310304311312311310 3143153143123 1 1 31131331231131030930830730630530331030330530 7 307309304306 307305 305307306307308308306312305304299305310309312 314314305310305308305305305305308309308310308308309308308 GARDEN STREETS80°44'40"WLOT M16' WIDE CONCRETE SIDEWALK10' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKEXISTING GRAVELWETLAND 5LOT M2LOT LCLASS 2 WETLANDLODLODLODLOD LODLO D LODLODTYPICAL TEMPORARYINLET PROTECTIONSTONE FILL ON SLOPEEROSION MATTINGON 2H:1V SLOPEDISTURBED AREAS OUTSIDE THEPARKING AREA AND BUILDINGFOOTPRINT SHALL BE GRASSDISTURBED AREAS OUTSIDE THEPARKING AREA AND BUILDINGFOOTPRINT SHALL BE GRASSEXISTING TEMPORARY STABILIZED ACCESS DRIVELODEXISTING YARDHYDRANTDO NOT DISTURBEXISTING SLOPES OFGRAVEL WETLANDDO NOT DISTURBEXISTING SLOPES OFGRAVEL WETLANDEXISTING 15" PEEXISTING 15" PELIMIT DISTURBANCE TO INSTALLATIONOF ROOF DRAIN AND STONE OUTFALL.IMMEDIATELY STABILIZE SLOPES.DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.41" = 20'(IN FEET)GRAPHIC SCALE2002040801" = 20 ft.EROSION PREVENTION &SEDIMENT CONTROL PLANSILT FENCE OR EROSION LOG (12" DIA)EPSC LEGENDSTABILIZED CONSTRUCTION EXITEROSION MATTINGLIMITS OF DISTURBANCECB INLET PROTECTIONTEMPORARY STABILIZED WORK / STORAGE AREALODNOTE:THE LIMITS OF DISTURBANCE SHALL BE MARKED WITH 4" ORANGEPOLYESTER BARRIER TAPE, CONSTRUCTION FENCE, OR SNOW FENCE,EXCEPT IN AREAS WITHIN 50 FEET OF A PRESERVED WETLAND OR STREAMWHERE CONSTRUCTION FENCE SHALL BE USED TO MARK THE LIMITS OFDISTURBANCE.12-05-19ABRREVISE STABLIZED WORK AREA, ADD LABELSEROSION PREVENTION & SEDIMENT CONTROLPERMIT REQUIREMENTSPRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALLOBTAIN CO-PERMITEE COVERAGE UNDER GENERAL PERMIT3-9020 WHICH REGULATES STORMWATER RUNOFF FROMCONSTRUCTION SITES.THIS PROJECT QUALIFIES AS HAVING A LOW RISK FOR IMPACTSTO WATER QUALITY, BASED UPON THE FOLLOWING:- A MAXIMUM OF 14 CONSECUTIVE DAYS BEFORE DISTURBEDEARTH IS TEMPORARILY OR PERMANENTLY STABILIZED.- A MAXIMUM OF 2 ACRES OF DISTURBANCE AT ANY TIMETHESE CRITERIA FORM THE BASIS FOR THE LOW RISKDETERMINATION. ANY CHANGES TO THESE CRITERIA REQUIRETHAT THE RISK ANALYSIS BE RE-EVALUATED TO DETERMINE IFTHE POTENTIAL RISK TO WATER QUALITY, AND THE RELATEDPERMITTING REQUIREMENTS, HAVE CHANGED.THE CONTRACTOR SHALL REFER TO THE LOW RISK SITEHANDBOOK FOR EROSION PREVENTION AND SEDIMENTCONTROL MEASURES TO BE IMPLEMENTED ON THE SITE. AT AMINIMUM, THESE SHALL INCLUDE:- MARKING THE LIMITS OF DISTURBANCE TO PRESERVEEXISTING VEGETATION OUTSIDE THE LIMITS OF CONSTRUCTION- LIMITING THE DISTURBED AREA TO THAT WHICH IS ACTIVELYBEING WORKED- INSTALLATION OF STABILIZED CONSTRUCTION EXITS- INLET PROTECTION AT ALL EXISTING AND NEW CATCHBASINS- INSTALLATION OF SILT FENCE ALONG THE DOWNSLOPEPERIMETER OF THE DISTURBED AREA AND AROUND SOILSTOCKPILES- PLACEMENT OF EROSION MATTING IN CHANNELS, ON ALLSLOPES 3H:1V OR STEEPER, AND MULCHING ALL OTHERDISTURBED AREAS- SWEEPING PAVED AREAS TO REMOVE SEDIMENT- APPLICATION OF WATER OR DUST SUPPRESSING AGENT(S)01-21-22ABRDEL PHASED BLDG CONSTRUCTIONDO NOT DISTURBEXISTING SLOPES OFGRAVEL WETLAND09-07-22ABRREV BLDG FOOTPRINT, GARAGE ENTRY/GRADINGEXISTING GRAVELWETLAND 1 310302.3305305310308SSD308 312312305310 DDD314314DN31° 28' 45.39"W44.509GARDEN STREETLOT M1LOT M2CLASS 2 WETLANDSEE SHEET 6 FORLIGHTING IN THIS AREADateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.5LIGHTING PLAN1" = 30'GRAPHIC SCALE3003060120(IN FEET)1" = 30 ft.LIGHTING SPECIFICATIONSLEGENDDESCRIPTIONMOUNT HEIGHTDISTRIBUTION TYPECOLOR TEMPRAB BLED18N 18W42" BOLLARD270 DEGREE4000KRAB ALED4T125N24 FEET POLETYPE IV4000KRAB ALED5S150N24 FEET POLETYPE V4000KRAB WPLED26N12' WALLTYPE III4000KRAB WPLED26N8' WALLTYPE III4000KNOTES:COLOR - FIXTURES AND POLES SHALL BE BRONZE - TO BE CONFIRMED WITH OWNERPOWER SUPPLY - COORDINATE WITH OWNER ON POWER SUPPLY LOCATION IN BUILDINGLIGHTING CONTROLS - LIGHTING CONTROL DESIGN SHALL BE BY THE OWNER'S ELECTRICIANCONDUIT SIZE & LAYOUT - CONDUIT SIZE AND LAYOUT DESIGN SHALL BE BY THE OWNER'S ELECTRICIAN4554444WWPOLE MOUNTED LIGHT DETAIL DDDDREV. BLDG FOOTPRINT, ADD PLAY SPACE, REV DOORS/WALKSABR09-07-22 WWWWSWDETETLLLLLOT M1PROPOSEDBUILDINGPAVED PARKING AREAEX. SIDEWALKPAVED PARKING AREAEXISTING BOX CULVERTTO DORSET STREETEXISTING STORMWATER FACILITYEXIST. STORMWATERFACILITYSTORM POND 1GRAVELWETLAND 5LOT M2PROPOSEDBUILDINGLOT LLOT NSEE GARDEN STREETPLANS FOR STREETLIGHT DESIGNDateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.6LIGHTING PLAN(OPEN SPACE)1" = 20'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT (IN FEET)GRAPHIC SCALE2002040801" = 20 ft.LEGENDLUMINAIRE DESCRIPTIONLAMP TYPEDISTRIBUTION TYPELIGHTING SPECIFICATIONSICL-12-3Q-3Q-3Q-SV42 WATT, 3000K3 DIRECTIONAL LIGHT ENGINEMOUNTING HEIGHT12' POLE MOUNTINITIAL LUMENS3,267 LUMENSICL-12-4QS-4QS-4QS-SV56 WATT, 3000K4 DIRECTIONAL LIGHT ENGINE12' POLE MOUNT4,320 LUMENSSTP204 LED 4 WATT, 3000KFORWARD THROW2' WALL MOUNT538 LUMENS3Q or 4QSRRR4333444112 GARDEN STREET3Q or 4QS3Q or 4QSELECTRIC SUPPLY ANDLIGHTING CONTROL OPTIONSTO BE DETERMINED BYOWNERS' ELECTRICIAN3Q4QS3Q4QS3Q4QS DateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.7NTSSTORMWATER INFILTRATIONSYSTEM DETAILS63.88'58.14'28.17'26.17'PROPOSED LAYOUT64STORMTECH SC-310 CHAMBERS16STORMTECH SC-310 END CAPS6STONE ABOVE (in)6STONE BELOW (in)40% STONE VOID2,246INSTALLED SYSTEM VOLUME (CF)(PERIMETER STONE INCLUDED)(COVER STONE INCLUDED)(BASE STONE INCLUDED)1,800SYSTEM AREA (SF)184.10SYSTEM PERIMETER (ft)SC-310 TECHNICAL SPECIFICATIONS2PART #STUBABCSC310EPE06T / SC310EPE06TPC6" (150 mm)9.6" (244 mm)5.8" (147 mm)---SC310EPE06B / SC310EPE06BPC---0.5" (13 mm)SC310EPE08T / SC310EPE08TPC8" (200 mm)11.9" (302 mm)3.5" (89 mm)---SC310EPE08B / SC310EPE08BPC---0.6" (15 mm)SC310EPE10T / SC310EPE10TPC10" (250 mm)12.7" (323 mm)1.4" (36 mm)---SC310EPE10B / SC310EPE10BPC---0.7" (18 mm)SC310EPE12B12" (300 mm)13.5" (343 mm)---0.9" (23 mm)ALL STUBS, EXCEPT FOR THE SC310EPE12B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC310EPE12B THE 12" (300 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 0.25" (6 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH)34.0" X 16.0" X 85.4" (864 mm X 406 mm X 2169 mm)CHAMBER STORAGE14.7 CUBIC FEET (0.42 m³)MINIMUM INSTALLED STORAGE*31.0 CUBIC FEET (0.88 m³)WEIGHT35.0 lbs.(16.8 kg)*ASSUMES 6" (152 mm) ABOVE, BELOW, AND BETWEEN CHAMBERSPRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE CORED END CAPS END WITH "PC"34.0"(864 mm)16.0"(406 mm)90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHBUILD ROW IN THIS DIRECTIONAABC9.9"(251 mm)15.6"(396 mm)OVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START ENDSC-310 4" (100 mm) INSPECTION PORT DETAIL3SC-310 CROSS SECTION DETAIL1ACCEPTABLE FILL MATERIALS: STORMTECH SC-310 CHAMBER SYSTEMSPLEASE NOTE:1.THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED,ANGULAR NO. 4 (AASHTO M43) STONE".2.STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3.WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTIONEQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS.NOTES:1.SC-310 CHAMBERS SHALL CONFORM TO THE REQUIREMENTS OF ASTM F2418 "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS", OR ASTMF2922 "STANDARD SPECIFICATION FOR POLYETHYLENE (PE) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2.SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTIONCHAMBERS".3."ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS.4.REMOVE THE EXISTING TOPSOIL LAYER AND EXTEND APPROVED SAND FILL TO EXISTING SUBSOILS. THE SITE ENGINEER SHALL INSPECT THE SUBSOILS PRIOR TO PLACING APPROVED SAND FILL.5.PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.6.ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OFLAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.MATERIAL LOCATIONDESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITYREQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTSFROM THE TOP OF THE 'C' LAYER TO THE BOTTOMOF FLEXIBLE PAVEMENT OR UNPAVED FINISHEDGRADE ABOVE. NOTE THAT PAVEMENT SUBBASEMAY BE PART OF THE 'D' LAYERANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PERENGINEER'S PLANS. CHECK PLANS FOR PAVEMENTSUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS.PAVED INSTALLATIONS MAY HAVE STRINGENTMATERIAL AND PREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C'STARTS FROM THE TOP OF THE EMBEDMENTSTONE ('B' LAYER) TO 18" (450 mm) ABOVE THETOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35%FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEUOF THIS LAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89,9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OFMATERIAL OVER THE CHAMBERS IS REACHED.COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAXLIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVEDENSITY FOR PROCESSED AGGREGATEMATERIALS. ROLLER GROSS VEHICLE WEIGHTNOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THECHAMBERS FROM THE FOUNDATION STONE ('A'LAYER) TO THE 'C' LAYER ABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERSFROM THE SUBGRADE UP TO THE FOOT (BOTTOM)OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLATSURFACE.2,3DCBA16"(406 mm)18"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm)MIN6" (150 mm) MIN12" (300 mm) MIN12" (300 mm) MIN34" (864 mm)6"(150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAYOCCUR, INCREASE COVER TO 24" (600 mm).ADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALL AROUNDCLEAN CRUSHED, ANGULAR STONE IN A & B LAYERSPERIMETER STONE(SEE NOTE 5)EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)SC-310END CAPSUBGRADE SOILS(SEE NOTE 4)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)INSPECTION & MAINTENANCESTEP 1)INSPECT PORT OVER GEOSYNTHETIC FOR SEDIMENTA.INSPECTION PORTSA.1.REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2.REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3.USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ONMAINTENANCE LOGA.4.LOWER A CAMERA INTO FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5.IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2)REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 3)INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1.INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVALBASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.STORMTECH CHAMBER SPECIFICATIONS1.CHAMBERS SHALL BE STORMTECH SC-310.2.CHAMBERS SHALL BE MANUFACTURED FROM VIRGIN POLYPROPYLENE OR POLYETHYLENE RESINS.3.CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTPANELS THAT WOULD IMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.4.THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATIONREQUIREMENTS SHALL ENSURE THAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGNSPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1) LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVELOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATION FOR IMPACT AND MULTIPLE VEHICLE5.CHAMBERS SHALL MEET ASTM F2922 (POLYETHYLENE) OR ASTM F2418-16 (POLYPROPYLENE), "STANDARDSPECIFICATION FOR THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".6.CHAMBERS SHALL BE DESIGNED AND ALLOWABLE LOADS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER7.ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. THE CHAMBERMANUFACTURER SHALL SUBMIT THE FOLLOWING UPON REQUEST TO THE SITE DESIGN ENGINEER FOR APPROVALBEFORE DELIVERING CHAMBERS TO THE PROJECT SITE:a.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATESTHAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FOR DEAD LOAD AND 1.75 FOR LIVE LOAD,THE MINIMUM REQUIRED BY ASTM F2787 AND BY AASHTO FOR THERMOPLASTIC PIPE.b.A STRUCTURAL EVALUATION SEALED BY A REGISTERED PROFESSIONAL ENGINEER THAT DEMONSTRATESTHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12,ARE MET. THE 50 YEAR CREEP MODULUS DATA SPECIFIED IN ASTM F2418 OR ASTM F2922 MUST BE USED ASPART OF THE AASHTO STRUCTURAL EVALUATION TO VERIFY LONG-TERM PERFORMANCE.c.STRUCTURAL CROSS SECTION DETAIL ON WHICH THE STRUCTURAL EVALUATION IS BASED.8.CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-310 SYSTEM1.STORMTECH SC-310 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HASCOMPLETED A PRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".3.CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:·STONESHOOTER LOCATED OFF THE CHAMBER BED.·BACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.·BACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4.THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5.JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6.MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7.EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8.THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THESITE DESIGN ENGINEER.9.ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THESUBSURFACE STORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1.STORMTECH SC-310 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780CONSTRUCTION GUIDE".2.THE USE OF CONSTRUCTION EQUIPMENT OVER SC-310 & SC-740 CHAMBERS IS LIMITED:·NO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.·NO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED INACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".·WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTIONGUIDE".3.FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND ISNOT AN ACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDERTHE STORMTECH STANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FORCONSTRUCTION EQUIPMENT.18" (450 mm) MIN WIDTHCONCRETE SLAB8" (200 mm) MIN THICKNESS4" (100 mm) INSERTA TEEPART# 4P26FBSTIPINSERTA TEE TO BE CENTEREDON CORRUGATION CRESTPAVEMENTCONCRETE COLLARCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATION12" (300 mm) NYLOPLAST INLINE DRAINBODY W/SOLID HINGED COVERPART# 2712AG4IPSOLID COVER: 1299CGC4" (100 mm) SDR35 PIPESC-310 CHAMBER12.50' OF ADS GEOSYNTHETICS 315WTK WOVEN GEOTEXTILEOVER BEDDING STONE AND UNDERNEATH CHAMBER FEET FORSCOUR PROTECTION AT ALL CHAMBER INLET ROWSPROPOSED STORM MANHOLE(SEE UTILITY PLAN)RIM = 313.0015" INLET INV = 309.6515" OUTLET INV (TO CHAMBERS) = 309.6015" OVERFLOW OUTLET (TO GRAVEL WETLAND 1) = 311.0015"X12" MANIFOLDLIMITS OF PERIMETER STONE4" INSPECTION PORT, TYPICALSC-310 INFILTRATION SYSTEM LAYOUT DETAIL424" MIN(+6" FOR TOPSOIL)APPROVED ONSITE NATIVE SANDOR ASTM 33 CONCRETE SANDCOMPACTED IN 12" LIFTSELEV. = 309.00ELEV. = 309.50ELEV. = 311.33EXISTING GRADE12" PE, TYPICAL 8 NOT TO SCALE 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 1-888-DIG-SAFE PRIOR TO ANY EXCAVATION. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINE THE ACTUAL LOCATION OF THE EXISTING 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 Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Preliminary Final Local Review Act 250 Review Construction Record Drawing 11-12-19 DJG ABR ABR/OTHERS MB 15143SOUTH BURLINGTON CITY CENTER LOTS M1/M2/M3 112 GARDEN STREET SOUTH BURLINGTON NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE COMPLETED BY THE SNYDER GROUP, INC. 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 MIN. 30" BIKE RACK DETAIL BIKE RACK LOOP BIKE RACK LOOP, MINIMUM 2" O.D. SCHEDULE 40 STEEL TUBING (SEE PLAN FOR NUMBER OF LOOPS) 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.BIKE RACKS SHALL BE SCHEDULE 40 STEEL, POWDER COATED BLACK. SEE PLAN FOR NUMBER OF LOOPS STAINLESS STEEL WEDGE ANCHOR, MIN. 2 PER SIDE SEE CONCRETE SIDEWALK DETAIL STAINLESS STEEL WEDGE ANCHOR, MIN. 2 PER SIDE 08-31-22 ADD MOUNTABLE CURB DETAIL, ADD FENCE DETAIL ABR 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. COLOR SHALL BE BLACK. FINIALS SHALL NOT BE INCLUDED ON THE PICKETS FINISH GRADE 48" NOMINAL HEIGHT PLAN PROFILE JOINING TWO ROLLS OF SILT FENCE TURF ESTABLISHMENT SPECIFICATIONS 2. STAPLE PATTERN GUIDE2'28" 5. 1. 1. 3A. 3B. 5. 4. 2. SEED AT 5 LBS PER 1,000 SQ. FT.100 HOME RUN PERENNIAL RYEGRASS15 BLADERUNNER TALL FESCUE25 CROSSFIRE IV TALL FESCUE30 % OF MIX GRASS SEED MIX TYPE OF SEED TITANIUM TALL FESCUE25 KENTUCKY BLUEGRASS5 SECTION EROSION MATTING INSTALLATION DETAIL STABILIZED CONSTRUCTION EXIT INLET PROTECTION TEMPORARY SILT FENCE EROSION MATTING FOR CHANNELS EROSION LOG SECTION WOOD STAKE, DRIVEN A MINIMUM OF 12" INTO THE SOIL AND SPACED A MAXIMUM OF 4' APART EROSION LOG - SEE PLAN FOR LOCATIONS FLOW NOTES: 1.TIGHTLY ABUT THE ENDS OF THE EROSION LOGS - NO GAPS. 2.INSTALL EROSION LOGS PARALLEL TO CONTOURS AS SHOWN ON THE PLANS. 12" THE EROSION LOG SHALL BE EMBEDDED 2" INTO THE SOIL OR SHALL HAVE 3" OF HAY MULCH PLACED ON THE UPSLOPE TOE THE BOTTOM OF THE EROSION LOG SHALL BE IN CONTINUOUS CONTACT WITH THE UNDERLYING GROUND 9 NOT TO SCALE DETAILS AND SPECIFICATIONS EPSC & SITE DETAILS PLAN VIEW PROFILE STONEDRAIN FLOW MIRAFI 500X FABRIC UNDER AND TO SIDES OF STONES 6" DEEP GRAVEL BEDDING DRAIN FLOW SEE SECTION VIEW MIRAFI 500X FABRIC 3 TIMES PIPE DIAMETER 12" CRUSHED STONE BENEATH PIPE SECTION VIEW 12" DEEP TYPE I STONE PER VAOT SPEC. 706.04 MIN. 24" SUMP SEE PLAN 12" MIN NOT TO SCALE TYPICAL CULVERT OUTFALL Date Sheet number Scale Checked Drawn Design Survey Project No. Lamoureux & Dickinson Consulting Engineers, Inc. 14 Morse Drive, Essex, VT 05452 802-878-4450 www.LDengineering.com Date Revision By These plans shall only be used for the purpose shown below: Sketch/Concept Preliminary Final Local Review Act 250 Review Construction Record Drawing 11-12-19 DJG ABR ABR/OTHERS MB 15143SOUTH BURLINGTON CITY CENTER LOTS M1/M2/M3 112 GARDEN STREET SOUTH BURLINGTON NOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022 WERE COMPLETED BY THE SNYDER GROUP, INC. MAINTAIN POSITIVE DRAINAGE TO INLET GRATENEMA 4X (UL LISTED) JUNCTION BOX STAINLESS STEEL PIPE SUPPORT (TYP.) 12" SUMP MONOLITHIC BASE MINIMUM 2' HIGH 2" SCH 40 PVC FM 6 FT X 6 FT X 6 FT (INSIDE DIMENSIONS) PRECAST REINFORCED 5000 PSI CONCRETE STRUCTURE 1/4" WEEP HOLE SECTION PUMP UNION USE WATERPROOF GROUT TO SECURE FRAME TO CONCRETE COVER HEAVY DUTY CAST IRON FRAME AND COVER MARKED STORM LIFT CHAIN OR CABLE PUMP ON MIN. 6" OF 3/4" CRUSHED STONE 4' (WITH INSULATION) 2" SCH 80 PVC PRECAST CONCRETE BLOCKS OR STAND TO SUPPORT PUMP AND PROVIDE A MINIMUM 18" SUMP FOR SEDIMENT PUMP OFF(90 GALLON DOSE) ALARM ON GATE VALVE 30" PROVIDE HOOK FOR CHAIN 24" HEAVY DUTY CAST IRON FRAME AND GRATE PLAN VIEW UNDISTURBED EARTH LEBARON LF246 CAST IRON FRAME AND GRATE OR APPROVED EQUAL TYPICAL LEBARON LC327 CAST IRON FRAME AND COVER OR APPROVED EQUAL NEMA 4X (UL LISTED) JUNCTION BOX 2" SCH 40 PVC FMFLOAT HANGER PVC CONDUIT(S) TO CONTROL PANEL AND POWER SOURCE (SIZE AS REQUIRED) ALARM LIGHT AND HORN TO BE MOUNTED INSIDE GARAGE (COORDINATE WITH OWNER) ALARM TO BE ON SEPARATE CIRCUIT BREAKER FROM PUMP. 6 FT X 6 FT SQUARE (INSIDE DIMENSIONS) PRECAST REINFORCED 5000 PSI CONCRETE STRUCTURE NTS 6' 6' PROVIDE 2" THICK RIGID INSULATION OVER THE TOP AND ALL SIDES OF THE TANK TO A DEPTH OF 4 FEET BUILDING WALL STORMWATER PUMP STATION O-RING RUBBER GASKET IN ACCORDANCE WITH ASTM C-443 AND ASTM C-361 AT ALL JOINTS OR BUTYL ROPE (TYP.)TO CB #46BUILDING WALLGARAGE SLAB STORMWATER PUMP STATION SPECIFICATIONS 1.THE PUMP STATION TANK SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED PUMP(S), AND THE SPECIFIED DOSE VOLUME. 2.LAMOUREUX & DICKINSON RECOMMENDS THE USE OF A WATERTIGHT, STEEL-REINFORCED, 5,000 PSI, PRE-CAST CONCRETE TANK. DO NOT EXCEED THE MANUFACTURER'S RECOMMENDED DEPTH OF COVER. THE PUMP STATION STRUCTURE SHALL BE DESIGNED FOR H-20 LOADING. 3. CONSTRUCTION OF THE PUMP STATION MAY REQUIRE TEMPORARY SHEETING AND/OR DEWATERING. THE CONTRACTOR SHALL UTILIZE APPROPRIATE METHODS TO INSURE DRY CONDITIONS DURING INSTALLATION OF THE STRUCTURE. THE COST OF TEMPORARY SHEETING AND/OR DEWATERING SHALL BE INCIDENTAL TO THE COST OF THE PUMP STATION. 4.THE PUMP STATION SHALL BE CONSTRUCTED TO MINIMIZE THE RISK OF FREEZING OF EFFLUENT IN THE PIPES OR STRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO PROVIDING A DRAIN HOLE TO ALLOW THE FORCE MAIN TO DRAIN BACK INTO THE STRUCTURE BETWEEN DOSES. 5.ALL PIPING WITHIN THE PUMP STATION SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR MAY TRANSITION TO SCHEDULE 40 PVC BEYOND THE EXTERIOR OF THE PUMP STATION. 6.ALL PIPE PENETRATIONS IN THE PUMP STATION STRUCTURE SHALL HAVE RUBBER BOOTS FOR WATERTIGHT SEALS AROUND THE PIPES. 7.BACKFILL SIDES AND TOP OF TANK WITH SAND OR GRAVEL. ALL BACKFILL MATERIAL AROUND THE TANK SHALL BE THOROUGHLY COMPACTED TO NOT LESS THAN 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY THE AASHTO-T-99 STANDARD PROCTOR. 8.ALL ELECTRICAL WORK SHALL MEET THE REQUIREMENTS OF THE NATIONAL ELECTRIC CODE AND MATERIALS SHALL MEET U.L. APPROVAL. CONDUIT SHALL BE PROVIDED AS REQUIRED BETWEEN THE PUMP STATION, THE ELECTRICAL SOURCE AND THE CONTROL PANEL. 9.AT A MINIMUM, THE FOLLOWING ITEMS SHALL BE INCLUDED WITH THE PUMP STATION: -ALARM, FLOATS, AND SIMPLEX PUMP CONTROLS -PUMP RUN TIME METER -LIGHT AND AUDIBLE ALARMS -MAIN DISCONNECT SWITCH 10.PUMP SPECIFICATIONS HEAD LOSSES 2" PVC @ 40 GPM 110' OF FORCE MAIN = 4 FT STATIC LIFT =10 FT VALVES AND FITTINGS = 1 FT TOTAL HEAD LOSS =15 FT MIN. DISCHARGE RATE =40 GPM USE ONE (1) DEWATERING PUMP, SINGLE PHASE, 115 VOLTS, MINIMUM CAPACITY: 40 GPM @ 15 FT TDH, CAPABLE OF PASSING 2" SPHERICAL SOLIDS. 11.TESTING: THE CONTRACTOR AND THE ENGINEER SHALL BE PRESENT DURING START-UP. THE CONTRACTOR SHALL PROVIDE A WATER SOURCE TO PERFORM A FULL OPERATIONAL CHECK OF THE PUMP STATION, INCLUDING ALL FLOAT FUNCTIONS, ALARMS, AND INDICATOR LIGHTS. THE PUMPS SHALL BE FIELD-TESTED TO INSURE THE PUMPING CAPACITY MEETS THE PROJECT REQUIREMENTS. 6"6" THICK CONCRETE SLAB IN ADDITION TO STANDARD PRECAST STRUCTURE DIMENSIONS NOTE: FOR FLOATATION CALCULATIONS, THE WEIGHT OF THE PRECAST STRUCTURE IS ASSUMED TO BE 21,600 POUNDS (BASED UPON 6" THICK WALLS AND 8" THICK TOP AND BASE). IF THE ACTUAL WEIGHT OF THE STRUCTURE IS LESS, NOTIFY THE ENGINEER, PRIOR TO FABRICATION. 2' MIN.6" UD6" UD2" RIM = 304.75 4" UD IN = 300.75 UNDERDRAIN INV = 300.75 SWG 31210NOT TO SCALEDETAILS AND SPECIFICATIONSWATERHYDRANT DETAILTHRUST BLOCK END AREATYPICAL BENDSTYPICAL TEES-DEADENDS-CAPS4"6"8"ENDS&TEESENDS&TEESENDS&TEESSOILCONDITIONSAFEBEARINGLOAD(PSF)0.52.02.55.03.57.01.52.04.01.01.02.05.03.55.510.57.515.03.04.08.01.52.04.08.56.09.018.013.025.05.07.014.02.53.57.012"ENDS&TEES18.513.020.039.027.555.010.015.030.05.08.015.0COARSE & FINECOMPACT SANDMEDIUM CLAY(CAN BE SPADED)SOFT CLAY3,0002,0001,000MINIMUM AREA OF BEARING SURFACE OF CONCRETE THRUST BLOCK (IN SQUARE FEET)MAXIMUM WATER PRESSURE = 300 PSI ( 150 PSI WORKING PRESSURE PLUS A 2:1 SAFTEY FACTOR)VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.VALVES90°ELB.REDUC45°ELB.22 1/2°ELB.WATER DISTRIBUTION SPECIFICATIONSNOTES:3/4" CRUSHED STONEMIN. 12" DEPTHADJUSTABLE TWO PIECECAST IRON VALVE BOX TOFINISH GRADEMJ WITH MEGA-LUG RETAINERGLANDS OR APPROVED EQUALCRUSHED GRAVEL1.VALVES SHALL BE MANUFACTURED TO MEET ALL REQUIREMENTS OF AWWA C509, CURRENT EDITION.VALVES TWELVE INCHES (12") AND SMALLER SHALL BE BUBBLE TIGHT, ZERO LEAKAGE AT 200 PSIWORKING PRESSURE. VALVES SHALL HAVE NON-RISING STEMS, OPEN COUNTER CLOCKWISE ANDPROVIDE A TWO (2") SQUARE OPERATING NUT WITH AN ARROW CAST IN THE METAL INDICATINGDIRECTION OF OPENING. EACH VALVE SHALL HAVE THE MAKER'S NAME, PRESSURE RATING AND YEARIN WHICH IT WAS MANUFACTURED CAST ON THE BODY. VALVES SHALL BE MECHANICAL JOINT ONEACH END, AND SECURED TO THE ADJOINING PIPE WITH AN APPROVED RETAINER GLAND. PRIOR TOSHIPMENT FROM THE FACTORY EACH VALVE SHALL BE TESTED BY HYDROSTATIC PRESSURE EQUALTO TWICE THE SPECIFIED WORKING PRESSURE.2.BURIED VALVES SHALL BE PROVIDED WITH A TWO INCH (2") SQUARE WRENCH NUT AND SHALL BEINSTALLED WITH CAST IRON VALVE BOX AS REQUIRED TO ALLOW POSITIVE ACCESS TO THE VALVEOPERATING NUT AT ALL TIMES. IN INSTALLATIONS WHERE THE DEPTH FROM GRADE TO TOP OF VALVEOPERATING NUT IS GREATER THAN SIX (6') FEET, A VALVE STEM RISER SHALL BE PROVIDED ANDINSTALLED SUCH THAT THE DEPTH FROM THE VALVE STEM RISER NUT TO GRADE IS FROM FOUR FEETTO SIX FEET (4'-6'), (MINIMUM LENGTH OF VALVE STEM RISER IS TWO FEET (2')). VALVE STEM RISERSSHALL BE OF HIGH STRENGTH STAINLESS STEEL AND OF WELDED CONSTRUCTION.GATE VALVE DETAILFINISH GRADESEE WATER TRENCHDETAIL FOR PIPE ANDBENDING REQUIREMENTSRESILIENT SEATGATE VALVECAST IRON VALVE BOXCOVER MARKED WATERWATER MAINTYPICAL WATER TRENCHDateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.END AREABEARING AGAINSTUNDISTURBED SOILNOTES:1.POLYETHYLENE WRAP SHALL BE INSTALLED TO PREVENT CONCRETEFROM BONDING TO PIPE OR FITTING.2.CONCRETE SHALL NOT OVERLAP ANY JOINT.3.CONCRETE SHALL BE PLACED SO AS NOT TO INTERFERE WITHREMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE.4.ALL MECHANICAL JOINT FITTINGS TO HAVE RETAINER GLANDS.5.CONCRETE THRUST BLOCKS SHALL BE POURED TO THE PROPERDIMENSIONS USING SIDE FORMS.3000 PSICONCRETE3000 PSICONCRETEEND AREABEARING AGAINSTUNDISTURBED SOILWRAP AND TAPE NON-WOVEN GEOTEXTILEAROUND BOTTOM OF VELVE BOX BASE.CUT SLIT IN GEOTEXTILE FOR VALVE NUTBUILDING SLABBACKFLOWPREVENTION DEVICESPRINKLER SYSTEM PIPINGSEAL SLAB PENETRATIONWITH WATERSTOPREDUCER(ASREQUIRED)6" CL52 DUCTILE IRONPIPEMECHANICAL JOINT WITHGRIP RING RESTRAINT (TYP.)(2) 3/4" Ø THREADEDROD PIPE RESTRAINTSTHRUST BLOCK(SEE DETAIL)MIN. 12" VERTICAL SEPARATIONBETWEEN BOTTOM OF FOOTINGAND TOP OF WATER PIPELAST JOINT TO BE NO CLOSERTHAN 5' TO FOUNDATION 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 ANDSPRINKLER PIPING DETAILS AND SPECIFICATIONS.2.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARECONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTEDWITH A BACKFLOW PREVENTION ASSEMBLY AND AN APPROPRIATETHERMAL EXPANSION SYSTEM IN COMPLIANCE WITH THEREQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT. AND THEVERMONT PLUMBING CODE. THE WATER METER SHALL MEET THEREQUIREMENTS OF THE SOUTH BURLINGTON WATER DEPT.09-07-22REVISE DOMESTIC WATER, FIRE PROTECTION, AND GV DETAILSABRWATER SERVICE LAYOUT10010201" = 10 FEETSCALE: 1" = 10 FEETPROPOSED BUILDINGAPPROXIMATE LOCATION OF EXISTING 6" DI WATERSERVICE TO BE EXTENDED WITH 6" CL52 DI TOBUILDING. CONTRACTOR TO PERFORM EXPLORATORYEXCAVATION TO DETERMINE HORIZONTAL ANDVERTICAL LOCATION OF SERVICE STUBEXISTING 6" DINEW CONCRE TE S IDEWALK GARDEN STREETNEW 2" CORPORATION INEXISTING 6" DI WATER LINENEW 2" CURBSTOPNEW 2" TYPE 'K' COPPERDOMESTIC WATER SERVICESTEPSSTEPSNEW PAVED PATH6" CL52 DI WATER SERVICE(FIRE PROTECTION)EXIST ING GAS MA IN SSDDDDDGARDEN STREETLOT M110' WIDE SHARED USE PAVED PATH6' WIDE CONCRETE SIDEWALKPROPOSEDBUILDINGLOT M2PROPOSEDBUILDINGCLASS 2 WETLANDELECELECCLASS 2 WETLANDAJKLMJBCJSEE GARDEN STREET DESIGN PLAN FOR STREETRELATED SIGNS AND PAVEMENT MARKINGSALDDDELECNNDDDDateSheet numberScaleCheckedDrawnDesignSurvey Project No.Lamoureux & DickinsonConsulting Engineers, Inc.14 Morse Drive, Essex, VT 05452802-878-4450www.LDengineering.comDateRevisionByThese plans shall only be used for the purpose shown below:Sketch/ConceptPreliminaryFinal Local ReviewAct 250 ReviewConstructionRecord Drawing11-12-19DJGABRABR/OTHERSMB15143SOUTH BURLINGTON CITY CENTERLOTS M1/M2/M3112 GARDEN STREET SOUTH BURLINGTONNOTE: REVISIONS MADE TO THIS PLAN AFTER 07/01/2022WERE COMPLETED BY THE SNYDER GROUP, INC.GRID 111" = 20'2002040801" = 20 FEETPAVEMENT MARKINGAND SIGN PLAN04-03-2030" X 30"SIGN R1-1STOPGENERAL NOTES:1.ALL PAVEMENT MARKINGS WITHIN THE GARDEN STREET RIGHT OF WAY SHALL BEDURABLE POLYUREA (SEE VTRANS SPECIFICATION SECTION 708)2.TEMPORARY PAVEMENT MARKINGS ON BASE PAVEMENT MAY BE PAINT.3.ALL SIGNS SHALL BE INSTALLED ON 2" SQUARE STEEL POSTS WITH ANCHORS.4.ALL SIGNS SHALL BE INSTALLED WITH MINIMUM 7 FEET CLEARANCE BETWEEN THEBOTTOM OF THE SIGN AND FINISH GRADE.SIGN LEGENDASTOP SIGN - STREETSTOP SIGN - STREETPAVEMENT MARKING LEGENDJRESERVED PARKING SYMBOL, WHITE PAINT4" WHITE LINE, PAINT24" WIDE STOP BAR, DURABLE POLYUREAKLMCROSSWALK, DURABLE POLYUREA (24" WIDE, BLOCK STYLE)ABR7-8 (MODIFIED) SIGN (FACING EACH SPACE, SINGLE SIGN POST)SEE DETAIL SHEET 8CR7-8 (MODIFIED) SIGN WITH R7-8A (FACING EACH SPACE, SINGLE POST)SEE DETAIL SHEET 801-21-22REVISE GARDEN ST SIDEWALK & PATHABR08-31-22ADD NO PARKING SIGNS PER FD REVIEWABRD'NO PARKING' R8-3A SIGN18" X 18"SIGN R8-3ANO PARKING SIGNDP09-07-22REV BLDG FOOTPRINT, GARAGE ENTRY, ADD X-WALKABRNCROSSWALK, PAINTED (24" WIDE, BLOCK STYLE) 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 156' - 0" TOP OF TOWER 8' - 2"1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"HARDIEPLANK CEMENTIOUS SIDINGSMOOTH FINISH, DARK GRAYCEMFORT CEMENT BOARD PANELWOOD GRAIN FINISH OLD DUTCH MODULAR BRICKSBY PINE HALL 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 156' - 0" TOP OF TOWER 12' - 4"11' - 4"11' - 4"11' - 4"1' - 6"CEMFORT CEMENT BOARD PANELWOOD GRAIN FINISHHARDIEPLANK CEMENTIOUS SIDINGSMOOTH FINISH, DARK GRAY.OLD DUTCH MODULAR BRICKSBY PINE HALL 3' - 0"3' - 1 1/2"8' - 2"PROJECT : REVISION/DATE : 3/64" 1'-0" ELEVATIONSELEVATIONS 22-284 A3-00A3-00 PROSPECT PLACE - LOTS M1,M2,M3PROSPECT PLACE - LOTS M1,M2,M3 A3-00 3/64" 1'-0" 1 WETLANDS COLOR ELEVATION (WEST) A3-00 3/64" 1'-0" 2 GARDEN STREET COLOR ELEVATION (NORTH) 09-16-2022 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"HARDIEPLANK CEMENTIOUS SIDINGSMOOTH FINISH, DARK GRAY.CEMFORT CEMENT BOARD PANELWOOD GRAIN FINISH OLD DUTCH MODULAR BRICKSBY PINE HALL 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 12' - 4"11' - 4"11' - 4"11' - 4"1' - 6"HARDIEPLANK CEMENTIOUS SIDINGSMOOTH FINISH, DARK GRAY.CEMFORT CEMENT BOARD PANELWOOD GRAIN FINISHOLD DUTCH MODULAR BRICKSBY PINE HALL PROJECT : REVISION/DATE : 3/64" 1'-0" ELEVATIONSELEVATIONS 22-284 A3-01A3-01 PROSPECT PLACE - LOTS M1,M2,M3PROSPECT PLACE - LOTS M1,M2,M3 A3-01 3/64" 1'-0" 1 REAR COLOR ELEVATION (EAST) A3-01 3/64" 1'-0" 2 REAR COLOR ELEVATION (SOUTH) 09-16-2022 314 DN UP DN DN DN DN UP 9090 6060 120120 150150 180180 4545 AL CJ FL SL A 300 3 1 1 4 4 AA 2 A 350 2 A 350 1 A 350 1 A 350 13 13 DD (526 SF) 109 UNIT TYPE A (801 SF) 107 UNIT TYPE B (1193 SF) 105 UNIT TYPE D (682 SF) 103 UNIT TYPE C (800 SF) 101 UNIT TYPE B (768 SF) 108 UNIT TYPE B (541 SF) 110 UNIT TYPE A (768 SF) 112 UNIT TYPE B (529 SF) 114 UNIT TYPE A (692 SF) 117 UNIT TYPE C (1143 SF) 118 UNIT TYPE D (1016 SF) 148 FITNESS (336 SF) 111 LEASING (2027 SF) 115 WIFI CAFE (598 SF) 104 UNIT TYPE A A 300.1 1 A 300.4 2 A 300.4 1 A 300.3 1 A 300.1 2 A 300.3 2 3 A 350 3 A 350 149 STAIRCASE 2 145 REAR ENTRANCE 143 STAIRCASE 1 130 LOBBY 141 HALLWAY 1 142 HALLWAY 2 1 A 211.267' - 10"67' - 10"234' - 5" (768 SF) 106 UNIT TYPE B (543 SF) 102 UNIT TYPE A 151 MAIN ENTRANCE 113 MAIL ROOM 116 SERVICE 1 A 211.1 2 A 211.3 D.1 129 ELEV.SHAFT N N D.2 (1179 SF) 119 UNIT TYPE D (542 SF) 120 UNIT TYPE A (767 SF) 122 UNIT TYPE B (802 SF) 121 UNIT TYPE B (1133 SF) 124 UNIT TYPE D (829 SF) 123 UNIT TYPE B (860 SF) 126 UNIT TYPE B (1193 SF) 125 UNIT TYPE D (1076 SF) 128 UNIT TYPE E (1174 SF) 127 UNIT TYPE E 161 STAIRCASE 3 164 DAYCARE CENTER PART 1 PART 2 PART 3 1' - 10"173' - 2 1/8"32' - 8"207' - 8 1/8"207' - 8 1/8"275' - 6 1/8"302' - 3"67' - 10"67' - 10" X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION WALL HEIGHT ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 1t 2H XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = SEE CIVIL GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT FIRE RATING T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEET Comme indiqué A 211 1st FLOOR PLAN PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-2842022-04-27 I.P.É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A 2111/16" = 1'-0" 11st FLOOR PLAN NO.DATE DESCRIPTION BY A 05-25-2020 ISSUED FOR 70% COMPLETION VV B 09-15-2022 ISSUED FOR PERMIT I.P. DN DN DN 9090 6060 120120 150150 180180 4545 AL CJ FL SL A 300 3 A 300 2 1 1 4 4 AA 2 A 350 2 A 350 1 A 350 1 A 350 13 13 DD (1240 SF) 418 UNIT TYPE F (566 SF) 416 UNIT TYPE A (768 SF) 414 UNIT TYPE B (768 SF) 412 UNIT TYPE B (541 SF) 410 UNIT TYPE A (768 SF) 408 UNIT TYPE B (768 SF) 406 UNIT TYPE B (598 SF) 404 UNIT TYPE A (767 SF) 402 UNIT TYPE B (781 SF) 401 UNIT TYPE B (1138 SF) 403 UNIT TYPE D (768 SF) 405 UNIT TYPE B (677 SF) 407 UNIT TYPE C (1134 SF) 409 UNIT TYPE D (768 SF) 411 UNIT TYPE B (768 SF) 413 UNIT TYPE B (1133 SF) 415 UNIT TYPE D (1085 SF) 417 UNIT TYPE E (1086 SF) 419 UNIT TYPE E (771 SF) 421 UNIT TYPE B (698 SF) 423 UNIT TYPE C (1148 SF) 420 UNIT TYPE D A 300.1 1 A 300.4 2 A 300.2 2 A 300.4 1 A 300.3 1 A 300.2 1 A 300.1 2 A 300.3 2 3 A 350 3 A 350 440 4TH FLOOR LOBBY 442 HALLWAY 2 445 STAIRCASE 1 441 HALLWAY 1 1 A 213.2 2 A 213.3 D.1 1 A 213.1 449 MECHANICAL TBD N N D.2 (1148 SF) 425 UNIT TYPE D (553 SF) 422 UNIT TYPE A (768 SF) 424 UNIT TYPE B (767 SF) 427 UNIT TYPE B (1131 SF) 426 UNIT TYPE D (793 SF) 428 UNIT TYPE B (770 SF) 429 UNIT TYPE B (1133 SF) 431 UNIT TYPE D (1238 SF) 430 UNIT TYPE F (1086 SF) 433 UNIT TYPE E PART 1 PART 2 PART 3 67' - 10"234' - 5" 302' - 3" 67' - 10" 70' - 10"1' - 10"32' - 8"207' - 8 1/8"67' - 10"275' - 6 1/8"207' - 8 1/8"188 STAIRCASE 3 67' - 10"446 STAIRCASE 2 (103 SF) 448 MECHANICAL TBD 444 ELEV. SHAFT X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION WALL HEIGHT ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 1t 2H XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = SEE CIVIL GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT FIRE RATING T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEET Comme indiqué A 213 4th FLOOR PLAN PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-2842022-04-27 I.P.É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A 2131/16" = 1'-0" 14th FLOOR PLAN NO.DATE DESCRIPTION BY A 05-25-2020 ISSUED FOR 70% COMPLETION VV B 09-15-2022 ISSUED FOR PERMIT I.P. 9090 6060 120120 150150 180180 4545 AL CJ FL SL DNUP UP DN UP DN X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION WALL HEIGHT ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 1t 2H XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKENFROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = SEE CIVIL GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT FIRE RATING A 300 3 A 300 2 1 1 4 4 AA 2 A 350 2 A 350 1 A 350 1 A 350 13 13 DD 67' - 10"234' - 5" 302' - 3" (1188 SF) 217 UNIT TYPE E (1238 SF) 218 UNIT TYPE F (1192 SF) 215 UNIT TYPE D (566 SF) 216 UNIT TYPE A (768 SF) 214 UNIT TYPE B (801 SF) 213 UNIT TYPE B (768 SF) 212 UNIT TYPE B (801 SF) 211 UNIT TYPE B (1193 SF) 209 UNIT TYPE D (541 SF) 210 UNIT TYPE A (768 SF) 208 UNIT TYPE B (768 SF) 206 UNIT TYPE B (678 SF) 207 UNIT TYPE C (799 SF) 205 UNIT TYPE B (597 SF) 204 UNIT TYPE A (774 SF) 202 UNIT TYPE B (1198 SF) 203 UNIT TYPE D (780 SF) 201 UNIT TYPE B (1143 SF) 219 UNIT TYPE E (802 SF) 221 UNIT TYPE B (1144 SF) 220 UNIT TYPE D (700 SF) 223 UNIT TYPE C A 300 4 A 300.1 1 A 300.4 2 A 300.2 2 A 300.4 1 A 300.3 1 A 300.2 1 A 300.1 2 A 300.3 2 3 A 350 3 A 350 240 2ND FLOOR LOBBY 241 HALLWAY 1 242 HALLWAY 2 (178 SF) 246 STAIRCASE 2 245 STAIRCASE 1 1 A 212.2 2 A 212.3 D.1 1 A 212.1 249 MACHANICAL TBD 248 MECHANICAL TBD N N D.2 (1215 SF) 225 UNIT TYPE D (555 SF) 222 UNIT TYPE A (767 SF) 224 UNIT TYPE B (799 SF) 227 UNIT TYPE B (1133 SF) 226 UNIT TYPE D (863 SF) 229 UNIT TYPE B (797 SF) 228 UNIT TYPE B (1225 SF) 231 UNIT TYPE D (1210 SF) 233 UNIT TYPE E (1243 SF) 230 UNIT TYPE F PART 1 PART 2 PART 3 67' - 10" 70' - 10"1' - 10"32' - 8"207' - 8 1/8"67' - 10"275' - 6 1/8"207' - 8 1/8"67' - 10"176 STAIRCASE 3 244 ELEV. SHAFT 173' - 2 1/8"T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEET Comme indiqué A 212 2nd & 3RD FLOOR PLANS PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-2842022-04-27 I.P.É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A 2121/16" = 1'-0" 12nd & 3RD FLOOR PLAN NO.DATE DESCRIPTION BY A 05-25-2020 ISSUED FOR 70% COMPLETION VV B 09-15-2022 ISSUED FOR PERMIT I.P. 245' - 5 1/8"19' - 8"11' - 6"276' - 7 1/8"29' - 8 1/2"25' - 10 1/2"11' - 8"234' - 0 7/8" 303' - 4" 68' - 7"68' - 7"232' - 5"2' - 4"205' - 8 1/8"12' - 7"16' - 0"PROJECT : REVISION/DATE : 1/32" 1'-0" PARKING - BIKES SPACESPARKING - BIKES SPACES 22-284 A3-04A3-04 PROSPECT PLACE - LOTS M1,M2,M3PROSPECT PLACE - LOTS M1,M2,M3 PARKING: VEHICLES: 87 SPACES BIKES: 148 SPACES 09-16-2022 9090 6060 120120 150150 180180 4545 AL CJ FL SL 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 4 11' - 0"12' - 4"11' - 4"11' - 4"11' - 4" 1' - 6" 8' - 2" 147' - 10" TOP OF PARAPET 1.1 12.912111098765323.4156' - 0" TOP OF TOWER 47' - 10"67' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET A.5 CB D E156' - 0" TOP OF TOWER D.1 F M.9MLKIHG 8' - 2"1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"47' - 10"67' - 0"X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION WALL HEIGHT ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 1t 2H XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = SEE CIVIL GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT FIRE RATING 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 4 147' - 10" TOP OF PARAPET 1.1 32 1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"47' - 10"58' - 10"T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEET Comme indiqué A 350 BUILDING SECTIONS PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-2842022-04-27 Auteur É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A 3501/16" = 1'-0" 1BUILDING SECTION 2 A 3501/16" = 1'-0" 2BUILDING SECTION 1 A 3501/16" = 1'-0" 3TRANSVERSE SECTION NO.DATE DESCRIPTION BY A 05-25-2020 ISSUED FOR 70% COMPLETION VV B 09-15-2022 ISSUED FOR PERMIT I.P. 9090 6060 120120 150150 180180 4545 AL CJ FL SL 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 1.2 F-2 F-3 F-3 F-31' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 147' - 10" TOP OF PARAPET 1.1 F-2 F-3 F-3 F-3 W-31' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 147' - 10" TOP OF PARAPET 1.1 F-2 F-3 F-3 F-31' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 147' - 10" TOP OF PARAPET 1.1 F-2 F-3 F-3 F-3 W-2 3 A 4611' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 2.3 F-2 F-3 F-3 F-3 156' - 0" TOP OF TOWER FW-2 W-1 W-3 W-3 W-38' - 2"1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"3' - 0"X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION WALL HEIGHT ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 1t 2H XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = SEE CIVIL GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT FIRE RATING T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEET Comme indiqué A 400 WALL SECTIONS PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-2842022-04-27 Auteur É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A 4001/4" = 1'-0" 3WALL SECTION 1-401-3 A 4001/4" = 1'-0" 1WALL SECTION 1-401-1 A 4001/4" = 1'-0" 2WALL SECTION 1-401-2 A 4001/4" = 1'-0" 4WALL SECTION 1-401-4 A 4001/4" = 1'-0" 5WALL SECTION 1-401-5 NO.DATE DESCRIPTION BY A 05-25-2020 ISSUED FOR 70% COMPLETION VV B 09-15-2022 ISSUED FOR PERMIT I.P. 309313 311 310315.98 + 313.45 + 315 314 313 4.9%312.3 + 313.94+ 312 311 + T.W. 317.29 EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ EJ 4.9% TW EL. 316.0 + TW EL. 316.0 + W W W P P P P T.W. 315.0 T.W. 313.0 T.W. 314.0 +314.5 314.5+ P T.W. 314.0 315.98+ 313.45+ +315.95 +315.3 +315.72 312.72+ +313.54 315.79+ + T.W.317.29 + C.B. 315.66 + C.B. 315.66 315.79+ +315.9 + C.B. 315.83 312.72+ 311.14+ 313.32+ 312.5+ + + + +309W 309UD UD UD 310 3 1 23103 1 0 312310D E T 31331431 1 L G G G309312310309(692 SF) 115 UNIT TYPE C (2027 SF) 146 WIFI CAFE 142 HALLWAY 2 151 MAIN ENTRA N C E DRY LAID STONE SEATWALL PLANTING BED, TYP. BOARDFORM CONCRETE SEATWALL/RETAINING WALLS SAVE ILLUMINATED CORTEN STEEL COMMISSIONED ART PIECE. SCULPTURE ILLUMINATION MUST COMPLY WITH THE CURRENT EXTERIOR LIGHTING REQUIREMENTS OF THE SOUTH BURLINGTON LAND DEVELOPMENT REGULATIONS. ALTERNATING BANDS OF CONCRETE PAVERS CONCRETE SIDEWALK CONSERVATION MIX 30" ROUND TABLES CONCRETE PAVING W/ INTEGRAL COLOR GUARDRAIL, TYP. BENCH, TYP. 34" CORTEN PLANTER 34" CORTEN PLANTER HOPPER PICNIC TABLE LOLL ADIRONDACK CHAIRS, TYP. PEDESTRIAN LIGHT COLUMN, TYP. WALL LIGHT, TYP. ADA ACCESS CONCRETE SIDEWALK CONSERVATION MIX 30" ROUND TABLES WALL LIGHT, TYP. LIMIT OF WORK FRAME & COVER OF PRETREATMENT UNIT SHALL BE FLUSH WITH FINISH GRADE OF CONCRETE PAVERS. NO SITE FURNITURE SHALL BE PERMANENTLY LOCATED WITHIN 4 FT. OF CENTER OF FRAME AND COVER. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE 505 10 SCALE OF FEET PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 09.23.2022 DETAIL LAYOUT & MATERIALS PLAN 3/16" = 1'-0" CO L101 HOPPER PICNIC - 180 cm - TABLE BY EXTREMIS ORBS PLANTER - LARGE 34" DIA. BY ORE FGP 70" BACKED BENCH BY LANDSCAPE FORMS CORRAL DIFFUSE LED COLUMN BY SELUX PARC CENTRE 30" TABLE AND CHAIRS BY LANDSCAPE FORMS ADIRONDACK CHAIR (FLAT) BY LOLL DESIGNS LOLL DESIGNS 5912 WASECA STREET DULUTH, MN 55807 877.740.3387 LANDSCAPE FORMS, INC. 7800 E. MICHIGAN AVE. KALAMAZOO, MI 49048 800.521.2546 ORE 132 PIERPONT AVE. - GARDEN LEVEL SALT LAKE CITY, UT 84010 801.936.0499 info@ore.design EXTREMIS NORTH AMERICA 3258 ROGUE RIVER ROAD NE BELMONT, MI 49306 1.312.483.3153 na@extremis.com SELUX CORP. 5 LUMEN LANE P.O. BOX 1060 HIGHLAND, NY 12528 800.735.8927 seluxus@selux.com 310 310310 310310 305 3 0 5 305 315.98 + 313.45 + 315 314 313 4.9%+ 315.67 + 315.67 + 315.67 + 315.67 + 315.67 + 315.67 315.57 +315.57 + 315.29 + 314.57 + 315.57 + 314.6 + 314.57 +315.57 + 315.07 + 315.07 +315.57 + 315.31+4.9%312.3 + 313.94+ 312 311 + T.W. 317.29 315.15+ 315.50+ 314.90+ 314.5+ 313.0+ 305.0+ + 316.0+ 316.0 316.0+ 314.0 + 314.5+ 314.5+ 314.5+ 314.5+ 4.9% TW EL. 316.0 + TW EL. 316.0 + T.W. 315.0 T.W. 313.0 T.W. 314.0 +314.5314.5+ T.W. 314.0 315.98+ 313.45+ +315.95 +315.3 +315.72 312.72+ +313.54 315.79+ + T.W.317.29 + C.B.315.66 + C.B.315.66 315.79+ +315.9 + C.B.315.83 312.72+ 311.14+ 313.32+ 312.5+ 313.72+ 314.09+ 314.47+ 314.84+ 315.22+ +315.59 +315.20 +314.57 +313.0 +312.0 + 304.75 + 314.0 + 314.0 + 314.0 + 314.0 + 314.0 + + + + + 315.67 305 SSUD 310302.3302.3302.3302.3305305305305310302.5305300UD UD UD UD S SW W W W W W W W S SSSWW309314 D UD UD UD UD UD UD UD UD UD UD UD S S S S S S 310 FDW310313 31230531031 0 313312310314 314 D 314 305 312 312D D E T E T E T E T E T ETETET313314FM 311 3 1 5 3153133 1 4 306 L 308 312 310 306 310309 308 308 310 312 307 3 1 2 31231 1 31 2 3 1 2 312 306308305306307314313315314314 3133 1 3313 UD UDUDUD UDWLLLL L L L L L L L G G G G G G GGGGGG3 1 3 . 1 0 +313314 3133 1 4 3 1 5305310299308300305 3083093 0 8 310305 305308310308305305305314 315 313314 313 312312310309G313313L L LL LLE EELE TTT 312UD 310307 308 308 309 TETEFMLL L L L L L L DN UP DN UP COLUMNAR TRREES @ BEDROOMS, TYP. CONCRETE SIDEWALK CONCRETE PAVING W/ INTEGRAL COLOR GUARDRAIL, TYP. 34" CORTEN PLANTER ADA ACCESS CONCRETE SIDEWALK PLANTING BED, TYP. BENCH, TYP. LOLL ADIRONDACK CHAIRS, TYP. COLUMNAR TREES @ BEDROOMS, TYP. SHADE TREE, TYP.CONSERVATION MIX BOARDFORM CONCRETE SEATWALL /RETAINING WALLS LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE 20020 40 SCALE OF FEET PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 09.23.2022 OVERALL LAYOUT & MATERIALS PLAN 1"=20' CO L100 310 310310 310310 305 3 0 5 305 315 314 313 312 311 SUD 310302.3302.3302.3302.3305308305305305+308308309+308310309302.5300299308UD UD UD UD S SW W W W S SSW309UD UD UD UD UD UD UD S S S S 310 3083 1 2 312W310313 312305310 31 0 313312310314 315 312D 314 312 D D D E T E T E T E T ETETET313314FM 311 310 310306 31 2 31 2 UD UDUDUD UDW314314LLLL L L L L L G G G G G G GGGG312 +312.90+ 31 3. 0 0313.10 +313 D 315 313312 31 2 . 1 0 + L 312.30+314 3133 1 4 3 1 5305310299300 308309310305308310308305305305315 316 315 313313 312 312310309G313313313 L L LL LLE EELE TTT UD TETEFMLL L L L L L L DN UP DN UP 1-QB 2-BN 1-BN 1-GT 1-GT 2-GT 1-GT 1-QB 1-QB 1-QR 3-AF 1-AF 4-AA 1-AF 2-AF 2-AF 1-AF 1-AF 3-PA 2-GT 2-GT 2-GT 2-QR 2-QR 2-QR 2-QR CONSERVATION MIX 6-FM 2-HPL 7-SB 1-VB 1-FM 1-HPL 6-SB 2-VB 2-FM 3-HPL 5-SB 5-JH 13-RA 14-RA 17-RF 16-MS 6-RA 15-AG 5-RA 28-RF 35-AG 12-NR 32-SH 3-TM 3-CA 1-VB 14-HA 1-CA 7-HP 1-VB 3-MD 3-RAS 3-FM 1-VB 4-HP 4-FM 1-VD 4-TM 2-CA 2-CA 1-VD 6-HP 3-RAS 1-CA 2-RAS 6-TT 5-FM 4-JH 11-SB 1-VD 4-SP 13-SN 11-SB 5-SP 2-VD3-SP 1-VD 11-SN 11-SB 7-SN 7-RA 22-MS 11-CA 4-VD LAWN, TYP. LAWN, TYP. LAWN, TYP. 1-AF 1-VD 1-AF 1-AF 1-AF LAWN 9-SP 2-GT 16-MS 30-MS 11-TH 5-TT L A W N 4-SN 1-HPL 2-VB 2-SB 5-SB 1-VB 1-VB 1-FM 2-FM 1-FM 1-AR 1-AR 2-BN 2-CA 2-MD 4-TM 1-VD 2-CA3-RAS 2-FM 2-RAS 6-RAS 6-HP 2-RAS 3-CA 3-HP 2-CA 4-HP 1-VD LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE 20020 40 SCALE OF FEET PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 09.23.2022 PLANTING PLAN 1"=20' CO L200 V E R M O N T C O N S E R V A T I O N M I X COMMON NAME 35%RED FESCUE 25%TALL FESCUE 15%ANNUAL RYEGRASS 10%KENTUCKY BLUEGRASS 3%WHITE CLOVER APPLY SEED AT 5 LBS/PER 1000 SQ. FT. G R E E N M O U N T A I N S E E D M I X SCIENTIFIC NAME COMMON NAME 40%Festuca rubra CREEPING RED FESCUE 30%Poa pratensis KENTUCKY BLUEGRASS 30%Lolium perenne PERENNIAL RYEGRASS APPLY SEED AT 4 LBS/PER 1000 SQ. FT. P L A N T S C H E D U L E KEY QTY.SCIENTIFIC NAME COMMON NAME SIZE SPACING D E C I D U O U S T R E E S AA 4 Amelanchier x grandiflora 'Autumn Brilliance'AUTUMN BRILLIANCE SERVICEBERRY 1.5 -2" CAL.AS SHOWN AF 15 Acer x freemanii 'Armstrong'ARMSTRONG MAPLE 2.5 - 3" CAL.AS SHOWN AR 2 Acer rubrum 'Red Sunset'RED SUNSET RED MAPLE 2.5 - 3" CAL.AS SHOWN BN 5 Betula nigra 'Heritage'HERITAGE RIVER BIRCH (single stem)2.5 - 3" CAL.AS SHOWN GT 13 Gleditsia triacanthos f. inermis 'Shademaster'THORNLESS HONEYLOCUST 2.5 - 3" CAL.AS SHOWN QB 3 Quercus bicolor SWAMP WHITE OAK 2.5 - 3" CAL.AS SHOWN QR 9 Quercus rubra RED OAK 2.5 - 3" CAL.AS SHOWN E V E R G R E E N T R E E S PA 3 Picea abies WHITE SPRUCE 6-8' HGT.AS SHOWN D E C I D U O U S S H R U B S CA 27 Cornus alba 'Neon Burst'NEON BURST RED TWIG DOGWOOD #5 4' O.C. FM 27 Fothergilla major 'Blue Shadow'BLUE SHADOW FOTHERGILLA #5 4' O.C. HA 14 Hydrangea arborescens 'Invincibelle Wee White'WEE WHITE HYDRANGEA #3 18" O.C. HP 30 Hydrangea Paniculata 'Little Quick Fire'PANICLE HYDRANGEA #5 3' O.C. HPL 7 Hydrangea paniculata 'Limelight'LIMELIGHT HYDRANGEA #5 6' O.C. RAS 21 Rhododendron 'April Snow'APRIL SNOW RHODODENDRON #5 3' O.C. RA 45 Rhus aromatica 'Gro - Low'GRO LOW SUMAC #2 4' O.C. SB 58 Syringa x "Bloomerang'BLOOMERANG LILAC #5 3' O.C. SN 35 Spiraea nipponica 'Snowmound'SNOWMOUND SPIREA #3 3' O.C. SP 21 Salix purpurea 'Nana'DWARF ARCTIC BLUE WILLOW #3 4' O.C. VB 9 Viburnum burkwoodii BURKWOOD VIBURNUM #5 6' O.C. VD 13 Viburnum dentatum 'Autumn Jazz'AUTUMN JAZZ VIBURNUM #5 8' O.C. E V E R G R E E N S H R U B S JH 9 Juniperus horizontalis 'Plumosa Compacta Youngstown'ANDORRA COMPACT JUNIPER #3 4' O.C. MD 5 Microbiota decussata RUSSIAN CYPRUS #3 4' O.C. TH 11 Thuja o. 'Holmstrup Dwarf'HOLMSTRUP ARBORVITAE #6 3' O.C. TM 11 Taxus x media 'Everlow'EVERLOW YEW 15-18" B&B 4' O.C. TT 11 Taxus x media 'Tauntoni'TAUNTON YEW 15-18" B&B 4' O.C. P E R E N N I A L S NR 12 Nepeta racemosa 'Walker's Low'WALKER'S LOW CATINT #1 24" O.C. RF 45 Rudbeckia fulgida 'Goldsturm'BLACK-EYED SUSAN #1 18" O.C. O R N A M E N T A L G R A S S E S AG 50 Andropogon gerardii 'Red October'RED OCTOBER BIG BLUESTEM #2 24" O.C. MS 84 Miscanthus sinensis 'Purpurascens'MAIDEN GRASS #2 30" O.C. SH 32 Sporobolus heteolepis PRAIRIE DROPSEED #1 18" O.C. LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 02.15.2022 PLANTING SPECIFICATIONS NONE CO L301 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 02.15.2022 PLANTING SPECIFICATIONS NONE CO L302 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 02.15.2022 PLANTING SPECIFICATIONS NONE CO L303 LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 02.15.2022 PLANTING SPECIFICATIONS NONE CO L304 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB PRUNING SHALL BE DONE AFTER DELIVERY OF PLANTS AND AFTER PLANTS HAVE BEEN INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT. PRUNING PROCEDURES SHALL BE REVIEWED WITH THE LANDSCAPE ARCHITECT BEFORE PROCEEDING. PRUNING SHALL BE DONE WITH A CLEAN SHARP TOOL. CUTS SHALL BE MADE FLUSH, LEAVING NO STUBS. NO TREE PAINT SHALL BE USED. DEAD WOOD, SUCKERS AND BROKEN AND BADLY BRUISED BRANCHES SHALL BE REMOVED. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MIN. OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED NEW SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. DUCK BILL TREE ANCHOR 3 TIMES THE ROOT BALL DIAMETER MULCH RING, 6'-8' DIA. TREE SET TO BE PLUMB DO NOT HEAVILY PRUNE THE TREE AT PLANTING, PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS, AND BROKEN OR DEAD BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED; HOWEVER, DO NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN. 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH TREE TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. TRUNK PROTECTION, REINFORCED RUBBER HOSE DOUBLE #10 GA. TWISTED GUYING WIRE, 3 PER TREE WITH TURNBUCKLE MARK THE NORTH SIDE OF THE TREE IN THE NURSERY, AND ROTATE TREE TO FACE NORTH AT THE SITE WHENEVER POSSIBLE. EACH TREE MUST BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES WHERE THE TRUNK FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE TOP OF THE ROOT BALL WITH SOIL. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC.2"12" MIN.2" LAYER MULCH - DO NOT PLACE MULCH IN CONTACT WITH PLANT STEMS FINISH GRADE GROUNDCOVER, VINE OR PERENNIAL, TYP. TOPSOIL / PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS UNEXCAVATED GROUND OR SUBGRADE 3 TIMES THE ROOT BALL DIAMETER 2" MULCH. DO NOT PLACE MULCH IN CONTACT WITH SHRUB TRUNK. MAINTAIN MULCH WEED-FREE FOR A MINIMUM OF ONE YEAR AFTER PLANTING. BACKFILL WITH EXISTING SOIL IN SANDY LOAM SOIL, MIX IN 20% COMPOSTED ORGANIC MATERIAL WITH EXISTING SOIL. GENTLY PACK THE BACKFILL, USING WATER TO SETTLE SOIL AND ELIMINATE AIR POCKETS. PLACE ROOT BALL ON UNEXCAVATED OR COMPACTED SUBGRADE TO PREVENT SETTLEMENT. PRUNE TO REMOVE DEAD AND DAMAGED STEMS. MAINTAIN NATURAL SHAPE OF PLANT. DO NOT SHEAR PLANT 4" HIGH TEMPORARY SOIL SAUCER BEYOND EDGE OF ROOT BALL. REMOVE ALL TWINE, ROPE, WIRE AND BURLAP FROM TOP HALF OF ROOT BALL, 8" MIN. IF PLANT IS SHIPPED WITH A WIRE BASKET AROUND THE ROOT BALL, CUT THE WIRE BASKET IN FOUR PLACES AND FOLD DOWN 8" INTO PLANTING HOLE. CUT ALL GIRDLING ROOTS. SHRUB SET TO BE PLUMB NOTES: 1. REMOVE ALL NON - BIODEGRADABLE MATERIAL FROM PLANT PIT. 2. REMOVE ALL PLANT MATERIAL TAGS, FLAGGING, AND EXTRANEOUS LABELS, ETC. SET TOP OF MAIN ORDER ROOTS FLUSH TO GRADE OR 1"-2" HIGHER IN SLOWLY DRAINING SOILS. SPACING "D"ROW "A"NUMBER OF PLANTS/SQ.FT. 60" O.C.51.96"0.04 48" O.C 41.52"0.07 42" O.C.36.52"0.10 36" O.C.31.20"0.12 30" O.C.26.00"0.18 24" O.C.20.76"0.28 NOTE: QUANTITY OF SHRUBS AND SPACING AS NOTED IN PLANTING SCHEDULE SHRUB SPACING PLANT CENTER PLANT ROW A A D D D D D ALL EQUAL OR AS SHOWN ON PLANTING PLAN PLANTING BED 316" BORDER CONCEPTS UNFINISHED STEEL EDGING TOPSOIL 15" STEEL STAKE UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR LAWN FINISHED GRADE BORDER CONCEPTS, INC. CHARLOTTE, NC 1-800-845-3343 1-704-541-5610 12" MIN. PLANTING SOIL AMEND PER SOIL TEST RECOMMENDATIONS PLANTING BED WITH 2" SHREDDED HARDWOOD MULCH STONEDUST SWEPT JOINTS 3.875" THICK UNILOCK PROMENADE PLANK CONCRETE PAVERS, PATTERN G COLOR: TBD 12" MIN. CRUSHED STONE OR GRAVEL COMPLYING WITH ASTM D 448 FOR SIZE NO. 57 - EXTEND BASE 6" PAST EDGE OF PAVERS GEOTEXTILE FABRIC UNDISTURBED EARTH OR APPROVED FILL COMPACTED TO 95% STD. PROCTOR 1" STONEDUST SETTING BED 316" BORDER CONCEPTS UNFINISHED STEEL EDGING W/ 15" STEEL STAKES, TO BE USED ON ALL EDGES BORDERING LAWN, PLANTING, AND DRIP STONE. CONTRACTOR SHALL PROVIDE SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. ADJACENT MATERIAL VARIES; SEE PLAN. 1 N.T.S. DECIDUOUS TREE PLANTING DETAIL LANDSCAPE ARCHITECTURE WAGNER HODGSON © WHLA ALL RIGHTS RESERVED 2017 VT 802.864.0010 JOB NO. SCALE: DRAWN BY: DATE: wagnerhodgson.comNY518.567.1791 NO.DESCRIPTION DATE PROSPECT PLACE 112 GARDEN STREET SOUTH BURLINGTON, VERMONT 941 02.15.2022 LANDSCAPE & PLANTING DETAILS AS SHOWN CO L300 2 N.T.S. EVERGREEN PLANTING DETAIL 3 N.T.S. PERENNIAL | GROUNDCOVER PLANTING DETAIL 4 N.T.S. SHRUB PLANTING DETAIL 5 N.T.S. SHRUB SPACING DETAIL 6 N.T.S. METAL EDGING DETAIL 7 3/4" = 1'-0" CONCRETE PAVER DETAIL 9090 6060 120120 150150 180180 4545 AL CJ FL SL 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 4 11' - 0"12' - 4"11' - 4"11' - 4"11' - 4" 1' - 6" 8' - 2" 147' - 10" TOP OF PARAPET 1.1 12.912111098765323.4156' - 0" TOP OF TOWER 47' - 10"67' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET A.5 CB D E156' - 0" TOP OF TOWER D.1 F M.9MLKIHG 8' - 2"1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"47' - 10"67' - 0"X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION WALL HEIGHT ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 1t 2H XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = SEE CIVIL GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT FIRE RATING 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 4 147' - 10" TOP OF PARAPET 1.1 32 1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"47' - 10"58' - 10"T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEET Comme indiqué A 350 BUILDING SECTIONS PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-2842022-04-27 Auteur É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A 3501/16" = 1'-0" 1BUILDING SECTION 2 A 3501/16" = 1'-0" 2BUILDING SECTION 1 A 3501/16" = 1'-0" 3TRANSVERSE SECTION NO.DATE DESCRIPTION BY A 05-25-2020 ISSUED FOR 70% COMPLETION VV B 09-15-2022 ISSUED FOR PERMIT I.P. 9090 6060 120120 150150 180180 4545 AL CJ FL SL 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 1.2 F-2 F-3 F-3 F-31' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 147' - 10" TOP OF PARAPET 1.1 F-2 F-3 F-3 F-3 W-31' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 147' - 10" TOP OF PARAPET 1.1 F-2 F-3 F-3 F-31' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 1 147' - 10" TOP OF PARAPET 1.1 F-2 F-3 F-3 F-3 W-2 3 A 4611' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 89' - 0" BASEMENT LEVEL 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET 2.3 F-2 F-3 F-3 F-3 156' - 0" TOP OF TOWER FW-2 W-1 W-3 W-3 W-38' - 2"1' - 6"11' - 4"11' - 4"11' - 4"12' - 4"11' - 0"3' - 0"X LEVEL DOOR IDENTIFICATION INTERIOR WALL TYPE SECTION/ ELEVATION DRAWING NUMBER Réf 1 A0-500 DETAIL NUMBER DRAWING NUMBER WINDOW IDENTIFICATION CONSTRUCTION NOTE 00 Number Room name 1 1t 1 A0-500 Réf ROOM IDENTIFICATION WALL HEIGHT ALL FACES ALIGN A: FLOOR TO DECK B: FLOOR TO BOTTOM OF JOISTS C: AS INDICATED WALL HEIGHT: GROUND LEVEL 1 INDICATES REVISION AD ACTIVE DOOR PB PANIC BAR 1t 2H XX OR JOIST DIRECTION FD FLOOR DRAIN RD ROOF DRAIN 00 F.R. 45min. F.R. 120 min. (2h) F.R. 150 min. (2.5h) F.R. 180 min. (3h) F.R. 60min. (1h) F.R. 90min. (1.5h) 1. ALL PLAN DIMENSIONS OF INTERIOR WALLS ARE TAKEN FROM THE CENTER OF THE PARTITION AND ALL PLANS DIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THE FACE OF THE STUDS, UNLESS NOTED OTHERWISE. NOTES: 100'-0" = SEE CIVIL GEODESIC GROUND LEVEL: GALVANIZED STEEL FREE LINTEL STRUCTURAL LINTEL (SEE STRUCTURE) CONTROL JOINT FIRE RATING T 450-443-4434 www.jutrasarchitecture.com DATE / PROJECT NUMBER FORMAT ARCH D KEY PLAN N O T F O R C O N S T R U C T IO N © JUTRAS ARCHITECTURE LLP . DRAWING TITLE DRAWN BY / VERIFY BY ADDRESS PROJECT'S NAME CLIENT NOTES AND LEGENDN SCALE / SHEET Comme indiqué A 400 WALL SECTIONS PROSPECT PLACE - LOTS M1,M2,M3 SOUTH BURLINGTON, VT 22-2842022-04-27 Auteur É.J. SNYDER-BRAVERMAN DEVELOPMENT LLC A 4001/4" = 1'-0" 3WALL SECTION 1-401-3 A 4001/4" = 1'-0" 1WALL SECTION 1-401-1 A 4001/4" = 1'-0" 2WALL SECTION 1-401-2 A 4001/4" = 1'-0" 4WALL SECTION 1-401-4 A 4001/4" = 1'-0" 5WALL SECTION 1-401-5 NO.DATE DESCRIPTION BY A 05-25-2020 ISSUED FOR 70% COMPLETION VV B 09-15-2022 ISSUED FOR PERMIT I.P. 112 GARDEN STREET 100' - 0" 1st FLOOR 112' - 4" 2nd FLOOR 123' - 8" 3rd FLOOR 135' - 0" 4th FLOOR. 146' - 4" TOP OF ROOF DECK 147' - 10" TOP OF PARAPET A1B2C1 6' - 0"6' - 0"6' - 0"9' - 0"9' - 0"9' - 0" 303' - 4 1/2" E E EE D1 6' - 6"35' - 6"6' - 0"6' - 0"9' - 0"6' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"3' - 2" F1GF2G G G G G H H HI 20' - 6"23' - 2"40' - 4"22' - 10"40' - 4"11' - 9"23' - 1"11' - 10"40' - 4"11' - 9"25' - 6 1/2"29' - 8 1/2"9' - 6 1/4"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" A2 A1A2A1A2A1A2A1A2A1A2A1A2A1A2A1A2A1A2 A1A2A1A2 A1A2A1A2 A1A2A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1 A2 A1A2 A1A2 A1A2A1A2 A1A2A1A2 D2D2 A1A2 A1A2A1A2D1D2D2D1D2D2 D1D2 D2 D1D2 D2 D1D2 D2 F2F2F1F2F2F1F2F2F1F2F2F1F2F2F1F2F2F1F2F2 F1F2 F2 F1F2 F2 F1F2 F2 F1F2 F2 F1F2 F2 9' - 0" C2C2C1C2C2C1C2C2 C1C2 C2 C1C2 C2 C1C2 C2C1C2C2 C1C2 C2B1 B2B1 B2B1 B2B1 B2B1 B2B1 B2B1 B2B1 B2 B1 B2 B1 B2 B1 B2 B1 9' - 0" PROJECT : REVISION/DATE : 3/64" 1'-0" BUILDING REQUIREMENTSBUILDING REQUIREMENTS 22-284 A3-02A3-02 PROSPECT PLACE - LOTS M1,M2,M3PROSPECT PLACE - LOTS M1,M2,M3 A3-02 3/64" 1'-0" 1 GARDEN STREET COLOR ELEVATION (NORTH). UPPER FACADE GLAZING TOTAL UPPER FACADE AREA: 10736 SFGLAZING REQUIRED (30%): 3221 SFGLAZING PROVIDED (30.8%): 3314 SF WINDOWS AREA TYPE A1A2B1B2C1C2D1D2E INSTANCES 393912128166124 TOTAL AREA 518.7 SF768.3 SF306.0 SF612.0 SF169.5 SF441.5 SF85.2 SF208.8 SF204 SF 3314 SF FIRST LEVEL FACADE GLAZING TOTAL BUILDING WIDTH: 303.37 GLAZING REQUIRED (40%): 121.34GLAZING PROVIDED (60%): 183' 09-16-2022 TOTAL BUILDING GLAZING AREA GLAZING PROVIDED (30%): 16700SF BUILDING BREAKS SINGLE SPAN WITHOUT A BREAK - MAX: 48' PROVIDED: 40' - 4'' WINDOW TYPE A1A2B1B2C1C2D1D2EF1F2GHI HEIGHT 5'-6''5'-6''8'-6''8'-6''8'-6''8'-6''5'-6''5'-6''8'-6''6'-6''6'-6''6'-6''9'-0''9'-0'' WIDHT 2'-5''3'-7''3'-0''6'-0''2'-6''3'-3''2'-7''3'-2''6'-0''2'-8''3'-2''6'-0''9'-0''9'-0'' AREA 13.3 SF19.7 SF25.5 SF51.0SF21.2 SF27.6 SF14.2 SF17.4 SF51.0 SF17.3 SF20.5 SF39.0 SF81.0 SF81.0 SF 6' - 6"25' - 6"16' - 1 1/2"31' - 4"25' - 2"30' - 6"31' - 4"31' - 10"31' - 4" PROJECT : REVISION/DATE : 3/64" 1'-0" BUILDING REQUIREMENTSBUILDING REQUIREMENTS 22-284 A3-03A3-03 PROSPECT PLACE - LOTS M1,M2,M3PROSPECT PLACE - LOTS M1,M2,M3 GARDEN STREET ENTRANCES MAXIMUM DISTANCE BETWEEN OPERABLE ENTRANCES - ALLOWED: 46' PROVIDED: 31' - 10" MAXIMUM AVERAGE FREQUENCY OF OPERABLE ENTRANCES - ALLOWED: 36' PROVIDED: 25' - 4'' 09-16-2022 www.jutrasarchitecture.comREVISION: 01T 450-443-4434© JUTRAS ARCHITECTURE PLC .P - 000TITLE PAGE05/12/2019-110PROSPECT PLACE - BLOCK EP - 000 TITLE PAGEP - 001 CAMERA POSITIONSP - 002 VIEW 1P - 003 VIEW 2P - 004 VIEW 3P - 005 VIEW 4P - 006 VIEW 5RTU VISIBILITY STUDY FROM STREET LEVEL 1144AANN1313FFDD52145'-0" HIGH RTU ON 24" HIGH BASE3www.jutrasarchitecture.comREVISION: 01T 450-443-4434© JUTRAS ARCHITECTURE PLC .1/64" = 1'-0"P - 001CAMERA POSITIONS05/12/2019-110PROSPECT PLACE - BLOCK E www.jutrasarchitecture.comREVISION: 01T 450-443-4434© JUTRAS ARCHITECTURE PLC .P - 002VIEW 104/24/2019-110PROSPECT PLACE - BLOCK E www.jutrasarchitecture.comREVISION: 01T 450-443-4434© JUTRAS ARCHITECTURE PLC .P - 003VIEW 205/12/2019-110PROSPECT PLACE - BLOCK E www.jutrasarchitecture.comREVISION: 01T 450-443-4434© JUTRAS ARCHITECTURE PLC .P - 004VIEW 305/12/2019-110PROSPECT PLACE - BLOCK E www.jutrasarchitecture.comREVISION: 01T 450-443-4434© JUTRAS ARCHITECTURE PLC .P - 005VIEW 405/12/2019-110PROSPECT PLACE - BLOCK E www.jutrasarchitecture.comREVISION: 01T 450-443-4434© JUTRAS ARCHITECTURE PLC .P - 006VIEW 505/12/2019-110PROSPECT PLACE - BLOCK E