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SP-22-033 - Plans - Non-Record - 0112 Garden Street
January 2022 January 2022 LONG TERM BIKE STORAGE SUMMARY 85 BIKE SPACES AT FRONT OF VEHICLE PARKING SPACE 50 BIKE SPACES ON COMMON RACKS (NEAR GARAGE ENTRY) 135 BIKE SPACES PROVIDED 131 BIKE SPACES REQUIREDRev 01-21-22GARDEN STREETBIKE RACK (50 BIKE CAPACITY) TO BEMOUNTED FLUSH TO WALL[ 5 X 10 BIKE/5 RACK = 50 BIKES ]62 LF WALL AVAILABLE50 LF WALL REQUIREDWALL MOUNTED BIKE RACK (MINIMUM1 BIKE CAPACITY) TO BE LOCATED ATFRONT OF EACH PARKING SPACEGRAVEL WETLANDGARAGE ENTRYDO NOT INSTALL WALL MOUNTED BIKERACK BETWEEN ACCESSIBLE SPACES DNUPDN909060601201201501501801804545ALCJFLSL1144AA2A0-3502A0-3501A0-3501A0-350NN1313F.1F.1DD(Brut :1190 SF)113UNIT TYPE E(Brut :1194 SF)111UNIT TYPE D(Brut :803 SF)109UNIT TYPE B(Brut :803 SF)107UNIT TYPE B(Brut :1194 SF)105UNIT TYPE D(Brut :685 SF)103UNIT TYPE C(Brut :802 SF)101UNIT TYPE B(Brut :768 SF)108UNIT TYPE B(Brut :541 SF)110UNIT TYPE A(Brut :768 SF)112UNIT TYPE B(Brut :768 SF)114UNIT TYPE B(Brut :642 SF)116UNIT TYPE A3(Brut :1093 SF)118UNIT TYPE E(Brut :685 SF)115UNIT TYPE C(Brut :821 SF)117UNIT TYPE B(Brut :1198 SF)119UNIT TYPE G(Brut :804 SF)121UNIT TYPE B(Brut :829 SF)123UNIT TYPE B(Brut :1196 SF)125UNIT TYPE D(Brut :1178 SF)127UNIT TYPE E(Brut :1092 SF)132UNIT TYPE E(Brut :869 SF)130UNIT TYPE B3(Brut :1133 SF)128UNIT TYPE D(Brut :767 SF)126UNIT TYPE B(Brut :542 SF)124UNIT TYPE A(Brut :774 SF)122UNIT TYPE B(Brut :1143 SF)120UNIT TYPE D(Brut :989 SF)148FITNESS(Brut :330 SF)147LEASING(Brut :2108 SF)146WIFI CAFE(Brut :541 SF)104UNIT TYPE A3A0-3503A0-350(Brut :252 SF)149STAIRCASE 2(Brut :115 SF)145REAR LOBBY(Brut :182 SF)143STAIRCASE 1(Brut :1151 SF)140MAIN LOBBY(Brut :1257 SF)141HALLWAY 1(Brut :333 SF)142HALLWAY 2 - PHASE 1(Brut :947 SF)139HALLWAY 2PHASE 1PHASE 21A1-202184' - 0"48' - 8" 67' - 10"300' - 6"67' - 10"234' - 5"302' - 3"2A2-20115' - 0 1/4"(Brut :768 SF)106UNIT TYPE B(Brut :546 SF)102UNIT TYPE A(Brut :193 SF)151ENTRANCE(Brut :149 SF)150MAIL(Brut :104 SF)155SERVICEX LEVELDOOR IDENTIFICATIONINTERIOR WALL TYPE SECTION/ ELEVATIONDRAWING NUMBERRéf1A0-500DETAIL NUMBERDRAWING NUMBERWINDOW IDENTIFICATIONCONSTRUCTION NOTE00NumberRoom name11t1A0-500RéfROOM IDENTIFICATIONWALL HEIGHTALL FACES ALIGNA: FLOOR TO DECKB: FLOOR TO BOTTOM OF JOISTSC: AS INDICATEDWALL HEIGHT:GROUND LEVEL1INDICATES REVISIONAD ACTIVE DOOR PB PANIC BAR1t2HXXORJOIST DIRECTIONFD FLOOR DRAINRD ROOF DRAIN00F.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 CIVILGEODESIC GROUND LEVEL:GALVANIZED STEEL FREE LINTELSTRUCTURAL LINTEL (SEE STRUCTURE)CONTROL JOINTFIRE RATING1NOTE 12NOTE 23NOTE 34NOTE 45NOTE 56NOTE 67NOTE 78NOTE 89NOTE 910NOTE 10NOTESMUR EXISTANTMUR DÉMOLINOUVEAU MURNOTE DÉMOLITION1PORTE EXISTANTEPORTE DÉMOLIENOUVELLE PORTELÉGENDE PLAN:1NOTE CONSTRUCTIONT 450‐443‐4434www.jutrasarchitecture.comDATE / PROJECT NUMBERFORMAT ARCH DKEY PLANNOT FOR CONSTRUCTION© JUTRAS ARCHITECTURE LLP .DRAWING TITLEDRAWN BY / VERIFY BYADDRESSPROJECT'S NAMECLIENTNOTES AND LEGENDNSCALE / SHEETPRELIMINARYAs indicatedA0-202GROUND FLOOR PLANPROSPECT PLACE - BLOCK ESOUTH BURLINGTON, VT19‐11010‐2019Auteur É.J.SNYDER-BRAVERMANDEVELOPMENT LLCA0-202 1/16" = 1'-0"1 1st FLOOR PLANNO. DATE DESCRIPTION BYA12‐02‐2019 ISSUED FOR 50% COMPLETION VV DNUPDN909060601201201501501801804545ALCJFLSL1144AA2A0-3502A0-3501A0-3501A0-350NN1313F.1F.1DD(Brut :1190 SF)113UNIT TYPE E(Brut :1194 SF)111UNIT TYPE D(Brut :803 SF)109UNIT TYPE B(Brut :803 SF)107UNIT TYPE B(Brut :1194 SF)105UNIT TYPE D(Brut :685 SF)103UNIT TYPE C(Brut :802 SF)101UNIT TYPE B(Brut :768 SF)108UNIT TYPE B(Brut :541 SF)110UNIT TYPE A(Brut :768 SF)112UNIT TYPE B(Brut :768 SF)114UNIT TYPE B(Brut :642 SF)116UNIT TYPE A3(Brut :1093 SF)118UNIT TYPE E(Brut :685 SF)115UNIT TYPE C(Brut :821 SF)117UNIT TYPE B(Brut :1198 SF)119UNIT TYPE G(Brut :804 SF)121UNIT TYPE B(Brut :829 SF)123UNIT TYPE B(Brut :1196 SF)125UNIT TYPE D(Brut :1178 SF)127UNIT TYPE E(Brut :1092 SF)132UNIT TYPE E(Brut :869 SF)130UNIT TYPE B3(Brut :1133 SF)128UNIT TYPE D(Brut :767 SF)126UNIT TYPE B(Brut :542 SF)124UNIT TYPE A(Brut :774 SF)122UNIT TYPE B(Brut :1143 SF)120UNIT TYPE D(Brut :989 SF)148FITNESS(Brut :330 SF)147LEASING(Brut :2108 SF)146WIFI CAFE(Brut :541 SF)104UNIT TYPE A3A0-3503A0-350(Brut :252 SF)149STAIRCASE 2(Brut :115 SF)145REAR LOBBY(Brut :182 SF)143STAIRCASE 1(Brut :1151 SF)140MAIN LOBBY(Brut :1257 SF)141HALLWAY 1(Brut :333 SF)142HALLWAY 2 - PHASE 1(Brut :947 SF)139HALLWAY 2PHASE 1PHASE 21A1-202184' - 0"48' - 8" 67' - 10"300' - 6"67' - 10"234' - 5"302' - 3"2A2-20115' - 0 1/4"(Brut :768 SF)106UNIT TYPE B(Brut :546 SF)102UNIT TYPE A(Brut :193 SF)151ENTRANCE(Brut :149 SF)150MAIL(Brut :104 SF)155SERVICEX LEVELDOOR IDENTIFICATIONINTERIOR WALL TYPESECTION/ ELEVATIONDRAWING NUMBERRéf1A0-500DETAIL NUMBERDRAWING NUMBERWINDOW IDENTIFICATIONCONSTRUCTION NOTE00NumberRoom name11t1A0-500RéfROOM IDENTIFICATIONWALL HEIGHTALL FACES ALIGNA: FLOOR TO DECKB: FLOOR TO BOTTOM OF JOISTSC: AS INDICATEDWALL HEIGHT:GROUND LEVEL1INDICATES REVISIONADACTIVE DOORPBPANIC BAR1t2HXXORJOIST DIRECTIONFDFLOOR DRAINRDROOF DRAIN00F.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 PLANSDIMENSIONS OF EXTERIOR WALLS ARE TAKEN FROM THEFACE OF THE STUDS, UNLESS NOTED OTHERWISE.NOTES:100'-0" = SEE CIVILGEODESIC GROUND LEVEL:GALVANIZED STEEL FREE LINTELSTRUCTURAL LINTEL (SEE STRUCTURE)CONTROL JOINTFIRE RATING1NOTE 12 NOTE 23 NOTE 34 NOTE 45 NOTE 56 NOTE 67 NOTE 78 NOTE 89 NOTE 910NOTE 10NOTESMUR EXISTANTMUR DÉMOLINOUVEAU MURNOTE DÉMOLITION1PORTE EXISTANTEPORTE DÉMOLIENOUVELLE PORTELÉGENDE PLAN:1NOTE CONSTRUCTIONwww.jutrasarchitecture.comDATE / PROJECT NUMBERKEY PLANNOT FORCONSTRUCTIONDRAWING TITLEDRAWN BY / VERIFY BYADDRESSPROJECT'S NAMECLIENTNOTES AND LEGENDSCALE / SHEETPRELIMINARYAs indicatedA0-202PROSPECT PLACE - BLOCK ESOUTH BURLINGTON, VTSNYDER-BRAVERMANDEVELOPMENT LLCA0-202 1/16" = 1'-0"1 1st FLOOR PLANNO. DATE DESCRIPTION BY DateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTON1SITE PLAN1" = 20'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" ATPROJECT DATA:ZONING DISTRICT:FORM BASED CODETRANSECT ZONE T4LOT 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 BUILDINGBASEMENT - PARKING GARAGEFLOORS 1-4 - RESIDENTIAL UNITS (TOTAL OF 131 UNITS PROPOSED)PARKING STANDARDS (T-4)FORM BASED CODE REQUIREMENTS:VEHICLE PARKINGMAXIMUM 2 SPACES PER RESIDENTIAL UNITFOR 131 UNITS, MAXIMUM 262 PARKING SPACESPROPOSED PARKING 88 GARAGE SPACES 75 SURFACE SPACES163 TOTAL PARKING SPACES (1.24 SPACES PER UNIT)BIKE PARKINGSHORT TERM BIKE PARKING1 SHORT TERM SPACE REQUIRED PER 10 DWELLING UNITS14 SHORT TERM SPACES REQUIRED14 SHORT TERM SPACES PROVIDED (7 INVERTED U RACKS)LONG TERM BIKE PARKING1 LONG TERM SPACE PER 1 DWELLING UNIT131 LONG TERM SPACES REQUIRED138 LONG TERM SPACES PROVIDED (IN PARKING GARAGE)OPEN SPACE REQUIREMENTS (T-4)RESIDENTIAL, 20 UNITS OR MORE·60 SF PER UNITNON-RESIDENTIAL, <20,000 SF·6% OF NON-RESIDENTIAL SPACE GFATOTAL REQUIRED OPEN SPACE = 7968 SF (131 UNITS X 60 SF/UNIT + 1800 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 = 8,184 SF (4,200 SF POCKET PARK + 3,984 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 = 1.95 ACRELOCATION MAPNOT TO SCALEWILLISTON ROADMIDAS RDHINESBURG ROADMARKET STREETMARY STREETDORSET STREETEXIT 14INTERSTATE 89INTERSTATE 89WHI TE STSITEMARCOTTECENTRALSCHOOLSHEET INDEX1SITE PLAN2EXISTING CONDITIONS3GRADING & UTILITY PLAN4EPSC PLAN5LIGHTING PLAN6LIGHTING PLAN (OPEN SPACE)7STORMWATER INFILTRATION DETAILS8DETAILS - SITEWORK9DETAILS - EPSC & SITE10DETAILS - WATER11PAVEMENT MARKING & SIGN PLANPL1 SUBDIVISION 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 DEMARCATION12-05-19REV WET/BUFFER DEMARCATION, ADD LOT COVERAGEABRWETLAND PROTECTION AREA SIGN04-09-20REV CLEARING LIMITS SW OF TRASH BLDG, UPDATE SHEET INDEXABR07-23-20LABEL SNOW STORAGEABR01-21-22UPDATE FOR RESUBMIT OF FBC SITE PLAN REVIEWABR DateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTON21" = 20'1-888-DIG-SAFE PRIOR TO ANY EXCAVATION.THE CONTRACTOR SHALL NOTIFY "DIGSAFE" ATGRAPHIC 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.01-21-22EXISTINGCONDITIONS PLAN DateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTON31" = 20'2002040801" = 20 FEETGRADING &UTILITY PLANCB47RIM = 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 CB46NOTES: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 = 308.562" 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 = 306.35STMH41RIM = 315.5012" IN = 306.6915" OUT = 306.64CB42RIM = 312.45(2) 6" UD IN = 307.90(2) 12" IN = 307.3812" 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 LAYOUTABRTYP. ENDCURB TAPER DateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTON41" = 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 THELOW 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 CONSTRUCTION DateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTON5LIGHTING 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 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 ELECTRICIANPHASING - THE CONTROLS AND CONDUIT LAYOUT SHALL ACCOMMODATE THE PHASED CONSTRUCTION OF THEBUILDING AND PARKING AREA. SEE PHASING PLAN LIMITS OF WORK IN EACH PHASE.4554444WW DateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTON6LIGHTING 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 LED4 WATT, 3000KFORWARD THROW2' WALL MOUNT538 LUMENS3Q or 4QSRRR4333444112 GARDEN STREET3Q or 4QS3Q or 4QSELECTRIC SUPPLY ANDLIGHTING CONTROL OPTIONSTO BE DETERMINED BYOWNERS' ELECTRICIAN3Q4QS3Q4QS3Q4QS 8NOT TO SCALEDETAILS AND SPECIFICATIONSSITEWORKGENERAL CONSTRUCTION SPECIFICATIONS1. ALL WORK AND MATERIALS SHALL BE APPROVED BY AND IN ACCORDANCE WITH THE LATEST VERMONTAGENCY OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES, THE CITY OF SOUTH BURLINGTON PUBLIC WORKS SPECIFICATIONS AND THESEPLANS.2. THE CONTRACTOR SHALL CONTACT ALL UTILITIES BEFORE EXCAVATION TO VERIFY THE LOCATION OF ANYUNDERGROUND LINES. THE CONTRACTOR SHALL NOTIFY "DIGSAFE" AT 1-888-DIG-SAFE PRIOR TO ANYEXCAVATION. THE CONTRACTOR SHALL PERFORM EXPLORATORY EXCAVATIONS AS NEEDED TO DETERMINETHE 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 AVAILABLEPRIOR SITE PLANS AND MAY OR MAY NOT BE EITHER ACCURATE OR COMPLETE. THE CONTRACTOR SHALLVERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TOANY UTILITY, PUBLIC OR PRIVATE, SHOWN OR NOT SHOWN HEREON. THE CONTRACTOR SHALL CONNECT ORRECONNECT 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 ONTHESE PLANS. THE CONTRACTOR SHALL REMOVE ALL EXCESS MATERIAL, DEBRIS AND TRASH FROM THE SITEUPON COMPLETION OF CONSTRUCTION, UNLESS OTHERWISE DIRECTED BY THE OWNER.5. THE CONTRACTOR SHALL BE RESPONSIBLE AT HIS OWN EXPENSE FOR ENSURING THAT THE DUST CREATEDAS A RESULT OF CONSTRUCTION DOES NOT CREATE A NUISANCE OR A SAFETY HAZARD. WHERE AND WHENDEEMED NECESSARY BY THE OWNER, THE CONTRACTOR SHALL BE REQUIRED TO WET SECTIONS OF THECONSTRUCTION AREA WITH WATER, APPLY CALCIUM CHLORIDE OR SWEEP ASPHALT ROADS WITH A POWERBROOM AS DUST CONTROL.6. THE CONTRACTOR SHALL ERECT TEMPORARY CONSTRUCTION SIGNS IN ACCORDANCE WITH STATEE-STANDARDS AND CITY REQUIREMENTS. ADDITIONAL TEMPORARY CONSTRUCTION SIGNS SHALL BE IN PLACEWHILE ANY WORK IS UNDERWAY WITHIN THE PUBLIC RIGHT OF WAY. THE CONTRACTOR SHALL PROVIDEFLAGGERS FOR TRAFFIC CONTROL AT ALL TIMES THAT WORK IS UNDERWAY ON THE SHOULDER OR WITHIN THEPAVED PORTION OF THE PUBLIC RIGHT OF WAY.7. ANY SURFACES, LINES, OR STRUCTURES WHICH HAVE BEEN DAMAGED BY THE CONTRACTOR'S OPERATIONSSHALL BE RESTORED TO THE CONDITION AT LEAST EQUAL TO THAT IN WHICH THEY WERE FOUND IMMEDIATELYPRIOR TO THE BEGINNING OF OPERATIONS.8. THE HORIZONTAL AND VERTICAL SEPARATION FOR SEWER, STORM, AND WATER LINES SHALL BE INACCORDANCE WITH THE LATEST EDITION OF THE VERMONT ENVIRONMENTAL REGULATIONS AND THE VERMONTWATER SUPPLY RULES.9. HEALTHY EXISTING TREES, AS SHOWN ON THE PLANS, ON AND ADJACENT TO THE SITE SHALL BE PROTECTEDBY THE CONTRACTOR.10. ALL FILL SHALL BE PLACED IN 6 INCH LIFTS AND THOROUGHLY COMPACTED TO 95% OF MAXIMUM DENSITY ATOPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D698 STANDARD PROCTOR, UNLESS OTHERWISESPECIFIED.11. AT COMPLETION OF GRADING, SLOPES, DITCHES, AND ALL DISTURBED AREAS SHALL BE SMOOTH AND FREEOF POCKETS WITH SUFFICIENT SLOPE TO ENSURE DRAINAGE.CBACB8.3 % MAXIMUMCURB TRANSITION5'MIN. WIDTHCONCRETE CURB8.3 % MAX.RAMPAUXILIARYROUNDING ( TYPICAL )8.3 % MAX.AUXILIARYRAMPCURBSIDEWALK RAMP1/4" REVEAL EDGE OF PAVEMENT ROADWAY SURFACECONCRETE CURB24"CAST IRONDETECTABLEWARNING SURFACELEVEL LANDINGSIDEWALK RAMP WITHCAST IRON DETECTABLEWARNING SURFACESIDEWALKRAMPSIDEWALKRAMPSINGLE RAMP ON TANGENT:SIDEWALK ADJACENT TO CURB.ACCESSIBLEVANNOTE:ALL DETECTABLE WARNING SURFACES SHALL BE CASTIRON AND SET IN PORTLAND CEMENT CONCRETE.SEE PLANS11GRADE OF PAVEMENTSLOPE TO MATCH FINISHSEE SITE PLAN FOR GRADINGCONCRETE CURB18"1 1/2" THICK VTRANS TYPE IIIWEARING COURSE2" THICK VTRANS TYPE IIBASE COURSEMIRAFI 500X GEOTEXTILEFABRIC OR EQUALDENSE GRADED CRUSHEDSTONE (VTRANS SPEC 704.06)SELECT NATIVE SANDNTSDateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTONWHERE FILL IS REQUIRED, SELECT NATIVE SAND ORAPPROVED SAND FILL SHALL BE USED TO REACH THESUBGRADE ELEVATION. IF ALTERNATE MATERIAL ISUSED, THE ENGINEER SHALL BE CONSULTEDREGARDING THE NEED FOR UNDERDRAININV. ELEV. POINTON PLANSAS NOTEDSHORT LENGTH OF PIPENTS18" X 18" X 8" - 3500 P.S.I.SQUARE24"45° BENDFLOWCONCRETE PAD6" THICK GRAVEL BASEUNDER CONCRETE PADCOVER SHALL BE MARKEDSEWER OR STORMTHREADED PVC CAP INSIDECAST IRON CLEANOUT FRAME& COVERMIN. 30"BIKE RACK LOOPBIKE RACK LOOP, MINIMUM 2" O.D.SCHEDULE 40 STEEL TUBING (SEEPLAN FOR NUMBER OF LOOPS)22" MIN.SIDE VIEWNOTES:1.SHOP DRAWINGS SHALL BE SUBMITTED AND APPROVED BY ENGINEER PRIOR TOORDERING.2.THE BIKE RACK SHALL BE INSTALLED IN ACCORDANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.3.BIKE RACKS SHALL BE SCHEDULE 40 STEEL, POWDER COATED BLACK. SEE PLANFOR NUMBER OF LOOPSSTAINLESS STEEL WEDGEANCHOR, MIN. 2 PER SIDESEE CONCRETESIDEWALK DETAILSTAINLESS STEEL WEDGEANCHOR, MIN. 2 PER SIDE JOINING TWO ROLLS OF SILT FENCETURF ESTABLISHMENT SPECIFICATIONS2.STAPLE PATTERN GUIDE2'28"5.1.1.3A.3B.5.4.2.SEED AT 5 LBS PER 1,000 SQ. FT.100HOME RUN PERENNIAL RYEGRASS15BLADERUNNER TALL FESCUE25CROSSFIRE IV TALL FESCUE30% OF MIXGRASS SEED MIXTYPE OF SEEDTITANIUM TALL FESCUE25KENTUCKY BLUEGRASS5SECTIONWOOD STAKE, DRIVEN A MINIMUMOF 12" INTO THE SOIL AND SPACEDA MAXIMUM OF 4' APARTEROSION LOG - SEE PLANFOR LOCATIONS12"THE EROSION LOG SHALL BEEMBEDDED 2" INTO THE SOIL ORSHALL HAVE 3" OF HAY MULCHPLACED ON THE UPSLOPE TOETHE BOTTOM OF THE EROSION LOGSHALL BE IN CONTINUOUS CONTACTWITH THE UNDERLYING GROUND9NOT TO SCALEDETAILS AND SPECIFICATIONSEPSC & SITE DETAILSPLAN VIEWPROFILE STONEDRAIN FLOWMIRAFI 500X FABRICUNDER AND TOSIDES OF STONES6" DEEP GRAVELBEDDINGDRAIN FLOWSEE SECTION VIEWMIRAFI500XFABRIC3 TIMES PIPEDIAMETER12" CRUSHED STONEBENEATH PIPESECTION VIEW12" DEEP TYPE I STONE PERVAOT SPEC. 706.04MIN. 24"SUMPSEE PLAN12"MINNOT TO SCALEDateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTONMAINTAIN POSITIVEDRAINAGE TO INLETGRATENEMA 4X (UL LISTED)JUNCTION BOXSTAINLESS STEEL PIPESUPPORT (TYP.)12" SUMPMONOLITHIC BASEMINIMUM 2' HIGH2" SCH 40 PVC FM6 FT X 6 FT X 6 FT (INSIDEDIMENSIONS) PRECASTREINFORCED 5000 PSICONCRETE STRUCTURE1/4" WEEP HOLEPUMPUNIONUSE WATERPROOF GROUTTO SECURE FRAME TOCONCRETE COVERHEAVY DUTY CAST IRON FRAMEAND COVER MARKED STORMLIFT CHAIN OR CABLEPUMP ONMIN. 6" OF 3/4" CRUSHED STONE4' (WITH INSULATION)2" SCH 80 PVCPRECAST CONCRETE BLOCKSOR STAND TO SUPPORT PUMPAND PROVIDE A MINIMUM 18"SUMP FOR SEDIMENTPUMP OFF(90 GALLON DOSE)ALARM ONGATE VALVE30"PROVIDE HOOKFOR CHAIN24"HEAVY DUTY CAST IRONFRAME AND GRATEUNDISTURBED EARTHLEBARON LF246 CAST IRON FRAMEAND GRATE OR APPROVED EQUALTYPICAL LEBARON LC327 CASTIRON FRAME AND COVER ORAPPROVED EQUALNEMA 4X (UL LISTED)JUNCTION BOX2" SCH 40 PVC FM FLOAT HANGERPVC CONDUIT(S) TOCONTROL PANEL ANDPOWER SOURCE (SIZEAS REQUIRED)ALARM LIGHT AND HORN TO BE MOUNTED INSIDEGARAGE (COORDINATE WITH OWNER) ALARM TOBE ON SEPARATE CIRCUIT BREAKER FROM PUMP.6 FT X 6 FT SQUARE (INSIDEDIMENSIONS) PRECAST REINFORCED5000 PSI CONCRETE STRUCTURENTS6'6'PROVIDE 2" THICK RIGIDINSULATION OVER THE TOPAND ALL SIDES OF THE TANKTO A DEPTH OF 4 FEETBUILDINGWALLO-RING RUBBER GASKET INACCORDANCE WITH ASTMC-443 AND ASTM C-361 ATALL JOINTS OR BUTYL ROPE(TYP.)TO CB #46 BUILDING WALL GARAGE SLABSTORMWATER PUMP STATION SPECIFICATIONS1. THE PUMP STATION TANK SHALL HAVE SUFFICIENT CAPACITY TO ACCOMMODATE THE REQUIRED PUMP(S), AND THE SPECIFIEDDOSE 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 DESIGNEDFOR H-20 LOADING.3. CONSTRUCTION OF THE PUMP STATION MAY REQUIRE TEMPORARY SHEETING AND/OR DEWATERING. THE CONTRACTOR SHALLUTILIZE APPROPRIATE METHODS TO INSURE DRY CONDITIONS DURING INSTALLATION OF THE STRUCTURE. THE COST OFTEMPORARY 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 THESTRUCTURE BETWEEN DOSES.5. ALL PIPING WITHIN THE PUMP STATION SHALL BE SCHEDULE 80 PVC. THE CONTRACTOR MAY TRANSITION TO SCHEDULE 40 PVCBEYOND THE EXTERIOR OF THE PUMP STATION.6. ALL PIPE PENETRATIONS IN THE PUMP STATION STRUCTURE SHALL HAVE RUBBER BOOTS FOR WATERTIGHT SEALS AROUND THEPIPES.7. BACKFILL SIDES AND TOP OF TANK WITH SAND OR GRAVEL. ALL BACKFILL MATERIAL AROUND THE TANK SHALL BE THOROUGHLYCOMPACTED 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 THECONTROL 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 SWITCH10. PUMP SPECIFICATIONSHEAD LOSSES2" PVC @ 40 GPM110' OF FORCE MAIN = 4 FTSTATIC LIFT =10 FTVALVES AND FITTINGS = 1 FTTOTAL HEAD LOSS =15 FTMIN. DISCHARGE RATE =40 GPMUSE 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 AWATER 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 PROJECTREQUIREMENTS.6"6" THICK CONCRETE SLAB INADDITION TO STANDARD PRECASTSTRUCTURE DIMENSIONSNOTE:FOR FLOATATION CALCULATIONS, THE WEIGHT OF THE PRECASTSTRUCTURE IS ASSUMED TO BE 21,600 POUNDS (BASED UPON 6"THICK WALLS AND 8" THICK TOP AND BASE). IF THE ACTUALWEIGHT OF THE STRUCTURE IS LESS, NOTIFY THE ENGINEER,PRIOR TO FABRICATION.2' MIN.6" UD6" UD2"RIM = 304.754"UD IN = 300.75UNDERDRAIN INV = 300.75 10NOT TO SCALEDETAILS AND SPECIFICATIONSWATERTYPICAL 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 SPECIFICATIONSDateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTONNOTES:1. REFER TO MECHANICAL PLANS FOR INTERIORPOTABLE WATER AND SPRINKLER PIPINGDETAILS AND SPECIFICATIONS.2. ALL DOMESTIC SERVICES AND FIRESPRINKLER SYSTEMS THAT ARE CONNECTEDTO THE PUBLIC WATER SYSTEM SHALL BEPROTECTED WITH A BACKFLOW PREVENTIONASSEMBLY AND AN APPROPRIATE THERMALEXPANSION SYSTEM IN COMPLIANCE WITHTHE REQUIREMENTS OF THE SOUTHBURLINGTON WATER DEPT. AND THEVERMONT PLUMBING CODE. THE WATERMETER SHALL MEET THE REQUIREMENTS OFTHE SOUTH BURLINGTON WATER DEPT.BACKFLOW PREVENTION DEVICEDOMESTIC WATER LINEBUILDING SLABBACKFLOWPREVENTION DEVICESPRINKLER SYSTEM PIPINGSHUT OFFMETER TO BE OBTAINED FROM MUNICIPALWATER DEPARTMENT. CONFIRM SIZE WITHFINAL MECHANICAL PLANSSEAL SLAB PENETRATIONWITH WATERSTOPREDUCER(ASREQUIRED)8" 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 DETAILNTSCL52 DI PIPE12"<10' DateSheet numberScaleCheckedDrawnDesignSurveyProject 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 BURLINGTON111" = 20'2002040801" = 20 FEETPAVEMENT MARKINGAND SIGN PLAN04-03-2030" X 30"SIGN R1-1GENERAL 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 LEGENDSTOP SIGN - STREETPAVEMENT MARKING LEGENDRESERVED PARKING SYMBOL, WHITE PAINT4" WHITE LINE, PAINT24" WIDE STOP BAR, DURABLE POLYUREAKCROSSWALK, DURABLE POLYUREA (24" WIDE, BLOCK STYLE)R7-8 (MODIFIED) SIGN (FACING EACH SPACE, SINGLE SIGN POST)SEE DETAIL SHEET 8R7-8 (MODIFIED) SIGN WITH R7-8A (FACING EACH SPACE, SINGLE POST)SEE DETAIL SHEET 801-21-22REVISE GARDEN ST SIDEWALK & PATHABR 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 309313 311 310309W UD UD UD 310 3 1 23093103 1 0 312310D E T 31231331431 1 L G G 315.98 + 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 + T.W. 315.0 T.W. 313.0 T.W. 314.0 +314.5 314.5+ 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+ + + + + 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 02.15.2022 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 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 310 308 309 310 309309308307308307 306 310311313 3 1 2 311 310312 314 315 314 312 311 311 313 312 311 310 309 308 307 306 305 3 0 5 307307 309306 307 305305 307 310 310302.3302.3302.3305302.3305305305308308+308309+3083 0 8 310305309302.5308305300299308UD UD UD UD SS SW W W W W W W W SS SSSWWD UD UD UD UD UD UD UD UD UD UD UD UD S S S S S S 310 3083 1 2 312FDFM309310312313 314 30531031 0 313312310314 315 314 D D315 314 312 D D E T E T E T E T E T E T E T ETETET312313314FM 311 315306 308 310 312 306 3 1 0 308 309305 308 308 310 312 307 3123 1 2 31 1 31 2 3 1 2 312 312308306305306307314313315314314 3133 1 3313 UD UDUDUD UD314314LLLLL L L L L L L L G G G G G G WW3133133 1 4 3 1 5 313G315.98 + 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 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 02.15.2022 OVERALL LAYOUT & MATERIALS PLAN 1"=20' CO L100 310 308 309 310 309309308308307 306 310311313 3 1 2 311 310312 314 315 314 312 311311 313 312 311 310 309 308 307 306 305 3 0 5 307307 309307 305305 307 306 307 308 310 310 310302.3302.3302.3305302.3305305305308308+308309+308310309302.5300299308UD UD UD UD SS SW W W W S SSWUD UD UD UD UD UD UD UD S S S S 310 3083 1 2 312FM309310312 313 30531031 0 313312310314 316 315 315 D D315 314 312 D D D E T E T E T E T E T ETETET312313314FM 311 315310 306 31031231 2 308 310 312 306 31 0 308 309305 308 308 310 312 307 3123 1 2 31 1 31 2 3 1 2312 312308306305306307314313315314314 3133 1 3313 UD UDUDUD UD314314LLLL L L L L L G G G G G G WET 31 2W313 316 3133133 1 4 3 1 5 313G315 314 313 312 311 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 LAWN 5-FM 3-HPL 7-SB 3-VB 5-FM 3-HPL 7-SB 2-VB 3-FM 3-HPL 8-SB 3-JH 5-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 3-CA 7-HP 1-VB 2-MD 3-TM 2-VD 3-RAS 4-FM 3-MD 1-VB 5-HP 2-RAS 3-FM 1-VD 3-TM 3-RAS 10-HP 3-CA 1-RAS 1-VD 4-HP 2-RAS 3-CA 3-HP 9-TT 3-FM 4-JH 11-SB 1-VD 4-SP 13-SN 11-SB 5-SP 2-VD 3-SP 1-VD 13-SN 12-SB 12-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 8-SP 2-GT 29-MS 6-MS 11-TH 3-TT 3-TT 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 02.15.2022 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 3 Acer rubrum 'Red Sunset'RED SUNSET RED MAPLE 2.5 - 3" CAL.AS SHOWN BN 3 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 23 Cornus alba 'Neon Burst'NEON BURST RED TWIG DOGWOOD #5 4' O.C. FM 23 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 29 Hydrangea Paniculata 'Little Quick Fire'PANICLE HYDRANGEA #5 3' O.C. HPL 9 Hydrangea paniculata 'Limelight'LIMELIGHT HYDRANGEA #5 6' O.C. RAS 11 Rhododendron 'April Snow'APRIL SNOW RHODODENDRON #5 3' O.C. RA 37 Rhus aromatica 'Gro - Low'GRO LOW SUMAC #2 4' O.C. SB 56 Syringa x "Bloomerang'BLOOMERANG LILAC #5 3' O.C. SN 38 Spiraea nipponica 'Snowmound'SNOWMOUND SPIREA #3 3' O.C. SP 20 Salix purpurea 'Nana'DWARF ARCTIC BLUE WILLOW #3 4' O.C. VB 8 Viburnum burkwoodii BURKWOOD VIBURNUM #5 6' O.C. VD ED 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 7 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 9 Taxus x media 'Everlow'EVERLOW YEW 15-18" B&B 4' O.C. TT 15 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 73 Miscanthus sinensis 'Purpurascens'MAIDEN GRASS #2 30" O.C. SH 32 Sporobolus heteolepis PRAIRIE DROPSEED #1 18" O.C.