HomeMy WebLinkAboutSP-22-028 - Plans - Non-Record - 0004 Harbor View Road200200198200196
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202202204204206208HARBOR VIEW ROAD40'10'EXISTING BUILDING13,000 SF50' WIDE EASEMENTFOR INGRESS &EGRESS TO LOT 3D O C K P L A T F O R MPLANTINGBEDGAS METERFDCELECOH DOOROH DOOROH DOOREDGE GRAVELEDGE PAVEMENT71'156'330'290'320'30'30'10'10'LOADING SPACELOADING SPACE5 EXISTINGSPACESEXISTING ACESSORY STRUCTURE(3 SIDED) FOR STORAGE OF MATERIALSSNOWSTORAGES N O W S T O R A G EEXISTING GATE WITHSCREEN MESHKSI COMMERCIALPROPERTIES, LLCN/F8 HARBOR VIEW ROADJOHN LARKIN, INC.N/F9 HARBOR VIEW ROADLARKIN, INNS, LPN/F1720 SHELBURNE ROADEXISTING BIKE RACKTYPICAL EXISTING TREELINEEXISTING CHAIN LINK FENCE WITHSCREEN MESH TO BE RELOCATED TOPERIMETER OF NEW PAVEMENT &OUTSIDE STORAGEEXIST. FENCE & EXIST. SCREEN MESHPROPOSEDBUILDINGADDITION5,280 SFTYPICAL PROPOSEDTREELINEPROPOSED CHAIN LINKFENCE WITH PRIVACYSLATSO U T S I D E S T O R A G EO U T S I D E S T O R A G ES N O W S T O R A G EPROPOSED CHAINLINK FENCE WITHSCREEN MESHTRASH &RECYCLINGCONTAINERSPROPOSEDSNIPPET/PARKLETTYPICAL PROPOSED TREELINEO U T S I D E S T O R A G E9 EXISTINGSPACES10 PROPOSEDSPACESPROPOSEDDUMPSTERENCLOSUREO U T S I D E S T O R A G EOVERALLSITE PLAN2002040801" = 20 FEET LOCATION MAPN.T.S.PARCEL DATAPARCEL ID:0780-00004TOTAL PROJECT AREA:1.84 ACRESZONING DISTRICT:COMMERCIAL 2MIN. BUILDING SETBACKS:FRONT YARD30 FEETSIDE YARD10 FEETREAR YARD30 FEETACCESSORY STRUCTURESETBACKS:FRONT YARDSAME AS FOR PRINCIPAL STRUCTUREREAR YARD 5 FEETSIDE YARD5 FEETMAX. BUILDING HEIGHT:35 FEET (FLAT) / 40 FEET (PITCHED)15 FEET FOR ACCESSORY BUILDINGEXISTING BLDG HEIGHT:17 FEET (NO CHANGE)PROPOSED BLDG HEIGHT:MATCH EXISTING PRIMARY BUILDING HEIGHTBUILDING COVERAGE:MAXIMUM ALLOWED = 40%EXISTING = 18.3% (14,694 SF / 80,177 SF)PROPOSED = 24.9% (19,974 SF / 80,177 SF)LOT COVERAGE:MAXIMUM ALLOWED = 70%EXISTING = 49.2% (39,440 SF / 80,177 SF)PROPOSED = 61.9% (49,650 SF / 80,177 SF)FRONT YARD COVERAGE:MAXIMUM ALLOWED = 30%EXISTING = 0% (NO CHANGE)BIKE PARKING:2 SHORT TERM SPACES REQUIRED(SEE PLAN FOR INVERTED-U BIKE RACK)2 LONG TERM SPACES REQUIRED(SECURE BIKE STORAGE TO BE PROVIDED INSIDE BLDG)SHOWER & CHANGING ROOM - NOT REQUIRED1 CLOTHES LOCKER TO BE PROVIDED IN BLDGNOTES:1. THE PURPOSE OF THIS PLAN IS TO PRESENT THE EXISTING SITE LAYOUT AND PROPOSEDBUILDING ADDITION AND OUTSIDE STORAGE AREA.2. EXISTING CONDITIONS INFORMATION IS BASED UPON THE UTILITY PLAN FOR A NEWWAREHOUSE AND OFFICE BUILDING, SHEET LS-2, DATED 03-15-1983 BY ALEXANDER / TRUEX/ deGROOT, AND FIELD SURVEY BY THIS OFFICE ON OCTOBER 18, 2019.3. EXISTING UTILITIES INFORMATION SHOWN HEREON WAS OBTAINED FROM THE ABOVEREFERENCED PLAN AND MAY NOT BE COMPLETE. THE CONTRACTOR SHALL NOTIFYDIGSAFE AND THE CITY OF SOUTH BURLINGTON PUBLIC WORKS DEPARTMENT AND WATERDEPARTMENT PRIOR TO ANY EXCAVATION.4. BOUNDARY DATA IS BASED UPON A PLAN TITLED "COMMERCIAL SUBDIVISION, BARTLETTPROPERTY" BY KREBS & LANSING CONSULTING ENGINEERS, INC., LAST REVISED 09-14-1982AND RECORDED IN SLIDE 136 OF THE SOUTH BURLINGTON LAND RECORDS.SITE196LEGENDPROJECT BOUNDARYABUTTING PROPERTY LINEEXISTING CONTOUR1THE CONTRACTOR SHALL NOTIFYAND OBTAIN A TICKET FROM"DIGSAFE" AT 811 PRIOR TO ANYEXCAVATION.478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #RAILROADUVMHORTICULTURECENTEREXISTING STORM PIPEEXISTING GAS LINEEXISTING SANITARY SEWER PIPESEXISTING BUILDING MOUNTED LIGHTEXISTING POLE MOUNTED LIGHTROUTE 7
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TLAKE CHAMPLAIN LAKE CHAMPLAIN APPLICANT & LANDOWNERRIELEY COHEN PARTNERSHIP, LLCP.O. BOX 4279BURLINGTON, VT 05406GEXISTING WATER LINE, VALVE, & HYDRANTWEXISTING TREE LINECHAIN LINK FENCE WITH MESH SCREENEXISTING EASEMENTCHAIN LINK FENCE CHAMP CAR CARECENTER, INC.N/FALLEN BROOKDEVELOPMENT, INC.N/F40 ALLEN ROADBUILDING SETBACKSHEET INDEX1OVERALL SITE PLAN2GRADING & UTILITY PLAN3LIGHTING PLAN4EROSION PREVENTION & SEDIMENT CONTROL PLAN5POST CONSTRUCTION SOIL DEPTH & QUALITY PLAN6SITEWORK DETAILS & SPECIFICATIONS7BIORETENTION AREA DETAILS & SPECIFICATIONS8EXISTING CONDITIONS PLAN9LANDSCAPE PLAN04-28-22REVISE ADDITION SIZEABR1" = 20'10-05-22REVISE PER 07-06-22 STAFF NOTESDJH10-31-22REVISE PARKING AND OUTDOOR / SNOW STORAGEDJH
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200200202204SSSSSGGGGGEEEHARBOR VIEW ROADEXISTINGGAS METERFDCELECOH DOOROH DOOREXISTING GATE WITH SCREENMESH TO REMAINTYPICAL EXISTING TREELINEEXISTING CHAIN LINK FENCE WITHSCREEN MESH TO BE RELOCATEDTO PERIMETER OF NEW PAVEMENT& OUTSIDE STORAGEPROPOSED BUILDING ADDITIONFFE = 202.9(MATCH EXISTING BLDG)PROPOSED GATEWITH SCREEN MESHPROPOSED CHAIN LINKFENCE WITH SCREEN MESH18" PE E.S.INV = 197.0NEW 18" PECB1CB2CB36" SDR35 PVC UD6" SDR35 PERF PVC UDNEW 18" PET.B.M.TOP CONC MON.ELEV = 196.39EXISTING WATERMAINPROPOSED TREELINEEXISTING 12" CMP CULVERT.CLEAN CULVERT AND REGRADEINLET AND OUTLET TO DRAINNEW ASPHALT CURBALONG FENCENEW BOULDERRETAINING WALLPERFORM EXPLORATORY EXCAVATION ALONGEXISTING GAS SERVICE TO CONFIRMADEQUATE COVER. COORDINATE WITH VTGAS TO ADJUST SERVICE DEPTH AS REQUIREDPERFORM EXPLORATORY EXCAVATION ALONGEXISTING WATER SERVICE.- IF COVER WILL BE >5 FEET, INSULATE WHERELESS THAN 6 FEET OF COVER.- IF COVER WILL BE <5 FEET, RE-LAY WATERSERVICE TO ACHIEVE 6 FEET COVER.COORDINATE EXPLORATORY EXCAVATION ANDWORK WITH SBURL WATER DEPARTMENT.FUTURE SIGN CB48" PVCINV = 190.0CB5E X I S T I N G C O N C R E T ET O B E R E M O V E D+20
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+201.9+201.9T.B.M.TOP CONC MON.ELEV = 188.86BIORETENTION AREA #2BIORETENTION AREA #1E X I S T I N G P A V E D D R I V E
TRASH & RECYCLINGCONTAINERSPERFORM EXPLORATORY EXCAVATION ALONGEXISTING SEWER SERVICE.- IF COVER WILL BE >4 FEET, INSULATE WHERE LESSTHAN 6 FEET OF COVER.- IF COVER WILL BE <4 FEET, RE-LAY SEWER SERVICETO ACHIEVE 5 FEET COVER WITH MINIMUM 2% SLOPE.COORDINATE EXPLORATORY EXCAVATION AND WORKWITH SBURL DPW8" SCH40 PVC ROOF DRAIN.CONFIRM PIPE SIZE AND TYPEWITH MEP DESIGN PLANSTYPE II STONE FILLREGRADE DRAINAGEDITCH IN SIDE YARDREMOVE EXISTINGLIGHT POLE AND BASEWITHIN NEW PAVEMENT(TYP OF 2)P L A N T E R B E DREGRADE EXISTING DRAINAGE DITCH REMOVE EXISTING LIGHTPOLE AND BASECLEANOUT, TYP.EXIST. 18" RCPAPPROXIMATE LIMITS OF SAW CUTFOR PAVEMENT REPLACEMENTSEE MEP DESIGN PLANS FORCONDUIT SIZE AND ELECSERVICE REQUIREMENTSPRIOR TO CONSTRUCTION, CONFIRMPRIMARY ELECTRIC LOCATION ANDSEPARATION REQUIREMENTS TO NEWSTRUCTURE WITH GMPAPPROXIMATELOCATION OFEXISTING ELEC &TELECOM LINESREMOVE POST INDICATORVALVE AND INSTALL CAST IRONVALVE BOX TO FINISH GRADE8" PVC ROOF DRAINS=0.005END ASPHALT CURBAT EXISTING FENCECORNERGAS METER FORPROPOSED ADDITIONAPPROXIMATE LOCATIONOF EXISTING ROOF DRAINXXPERFORM EXPLORATORY EXCAVATION ALONGEXISTING ROOF DRAIN.- IF COVER WILL BE >4 FEET, INSULATE WHERE LESSTHAN 6 FEET OF COVER.- IF COVER WILL BE <4 FEET, RE-LAY SERVICE PIPE TOACHIEVE 5 FEET COVER WITH MINIMUM 1% SLOPE.END 6" PERF. PVCINV = 193.336" SDR35 PVC (SOLID)UTILITY SERVICE RELOCATION NOTE:IF THE EXISTING ROOF DRAIN, SEWER SERVICE, OR GAS SERVICE MUST BERE-LAID TO ACHIEVE THE NECESSARY DEPTH OF COVER, THE HORIZONTALALIGNMENT OF THE NEW PIPING SHALL BE SHIFTED TO AVOIDENCROACHING UPON THE FOOTPRINT OF THE BIORETENTION AREA. NEWCLEANOUTS SHALL BE INSTALLED AT ALL HORIZONTAL AND VERTICALBENDS IN THE NEW SERVICE ROOF DRAIN AND SEWER SERVICE PIPING.10 PROPOSEDPARKINGSPACEOUTDOOR STORAGE /SNOW STORAGEGRADING &UTILITY PLAN1001020401" = 10 FEET GENERAL NOTES:1. THE PURPOSE OF THIS PLAN IS TO PRESENT THE EXISTING SITE LAYOUTAND THE PROPOSED BUILDING ADDITION AND OUTSIDE STORAGE AREA.2. EXISTING CONDITIONS INFORMATION IS BASED UPON THE UTILITY PLANFOR A NEW WAREHOUSE AND OFFICE BUILDING, SHEET LS-2, DATED03-15-1983 BY ALEXANDER / TRUEX / deGROOT, AND FIELD SURVEY BY THISOFFICE ON OCTOBER 18, 2019.3. EXISTING UTILITIES INFORMATION SHOWN HEREON WAS OBTAINED FROMTHE ABOVE REFERENCED PLAN AND MAY NOT BE COMPLETE. THECONTRACTOR SHALL NOTIFY DIGSAFE AND THE CITY OF SOUTH BURLINGTONPUBLIC WORKS DEPARTMENT AND WATER DEPARTMENT PRIOR TO ANYEXCAVATION.4. BOUNDARY DATA IS BASED UPON A PLAN TITLED "COMMERCIALSUBDIVISION, BARTLETT PROPERTY" BY KREBS & LANSING CONSULTINGENGINEERS, INC., LAST REVISED 09-14-1982 AND RECORDED IN SLIDE 136 OFTHE SOUTH BURLINGTON LAND RECORDS.196LEGENDPROJECT BOUNDARYABUTTING PROPERTY LINEEXISTING CONTOUR2478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #EXISTING STORM PIPEEXISTING GAS LINEEXISTING SANITARY SEWER PIPESEXISTING BUILDING MOUNTED LIGHTEXISTING POLE MOUNTED LIGHTGEXISTING WATER LINE, VALVE, & HYDRANTWEXISTING TREE LINECHAIN LINK FENCE WITH MESH SCREENEXISTING EASEMENTCHAIN LINK FENCE BUILDING SETBACKSTORM STRUCTURE DATANEW CB1 (2' SUMP)RIM = 197.018" PE IN = 192.018" PE OUT = 191.0NEW CB2 (2' SUMP)RIM = 194.06" PVC UD IN = 191.5018" PE IN = 189.75EXISTING 18" RCP OUT = 189.65 (SET ON EXISTING PIPE)NEW CB3 (2' SUMP)RIM = 191.06" UD IN = 187.3312" PE OUT = 185.00EXISTING CB4RIM = 188.13EXISTING 12" IN = 183.93NEW 12" IN = 184.0EXISTING 12" OUT = 183.53NEW CB5 (4' DEEP SUMP)RIM = 195.508" PVC OUT = 190.65UTILITY RELOCATION NOTES:PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PERFORMEXPLORATORY EXCAVATIONS TO CONFIRM THE HORIZONTAL AND VERTICALLOCATION OF THE EXISTING UTILITIES. EXCAVATION IN MULTIPLE LOCATIONSALONG EACH UTILITY LINE MAY BE REQUIRED. POTENTIAL CONFLICTS ANDAREAS OF INSUFFICIENT COVER SHALL BE REPORTED TO THE ENGINEER.EXISTING UTILITY LINES WITH INSUFFICIENT COVER WITH THE PROPOSEDFINISH GRADES SHALL BE RE-LAID IN COORDINATION WITH THE UTILITYCOMPANY.PROPOSED BUILDING MOUNTED LIGHTPROPOSED POLE MOUNTED LIGHTPROPOSED TREE LINE196PROPOSED CONTOURPROPOSED UNDERDRIAN AND CLEANOUTUDPROPOSED CATCHBASIN AND STORM PIPEEXISTING ELECTRIC & TELECOM LINESE04-28-22REV ADDITION FOOTPRINT, EXIST 18" RCP STORM PIPEABR05-06-22ADD NOTE RE: EXPLORATORY EXCAVATION FOR EX. ROOF DRAINABR06-02-22ADJUST CB1/CB2, UTILITY SERVICE RELOCATION NOTESABR1" = 20'10-05-22REVISE PER 07-06-22 STAFF NOTESDJH10-31-22REVISE PARKING AND OUTDOOR / SNOW STORAGEDJH
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202202204204206208HARBOR VIEW ROADEXISTING BUILDINGELECEDGE GRAVELEDGE PAVEMENTEXISTING ACESSORY STRUCTUREEXIST. FENCE & EXIST. SCREEN MESHPROPOSEDBUILDINGADDITIONTYP. NEW BUILDINGMOUNTED LIGHTWWWTYP. NEW POLEMOUNTED LIGHTWLIGHTING PLAN2002040801" = 20 FEET 1" = 20'3THE CONTRACTOR SHALL NOTIFYAND OBTAIN A TICKET FROM"DIGSAFE" AT 811 PRIOR TO ANYEXCAVATION.478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #LIGHTING SPECIFICATIONSLEGENDDESCRIPTIONMOUNT HEIGHTCOLOR TEMPRAB ALED3T78N 78WATT TYPE IIIPOLE MOUNT / 22 FEET4000KRAB WPLED26N 26WATT15' WALL MOUNT4000KAVERAGE ILLUMINATION LEVEL = 1.3 FOOTCANDLES (OUTSIDE STORAGE AND PARKING AREAS ONLY)NOTES: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 ELECTRICIANAPPENDIX A PERFORMANCE STANDARDS- NO LIGHT FIXTURES HAVE A MOUNTING HEIGHT GREATER THAN 30 FEET- THE MAXIMUM ILLUMINATION AT GROUND LEVEL DOES NOT EXCEED AN AVERAGE OF 3 FOOTCANDLES- ALL LIGHT FIXTURES ARE DOWNWARD DIRECTED TO MINIMIZE INDIRECT GLARE22WPOLE MOUNTED LIGHT DETAIL 222210-05-22REVISE PER 07-06-22 STAFF NOTESDJH10-31-22REVISE PARKING AND OUTDOOR / SNOW STORAGEDJH
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202202204204206208SSSSSGGGGGEEEHARBOR VIEW ROADEXISTING BUILDING13,000 SFD O C K P L A T F O R MOH DOOREDGE GRAVELEDGE PAVEMENTACESSORY STRUCTUREPROPOSEDBUILDINGADDITIONBIORETENTION AREA #1BIORETENTION AREA #2E X I S T I N G P A V E D D R I V ESTABILIZEDCONSTRUCTION EXIT(MIN LENGTH = 25')SWEEP EXISTING PAVEMENTAS NEEDED TO PREVENTSEDIMENT TRANSPORTTPZTPZTPZTPZEROSION PREVENTION &SEDIMENT CONTROLPLAN20020401" = 20 FEET 1" = 20'4478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #SILT FENCE OR EROSION LOG (12" DIA)EPSC LEGENDSTABILIZED CONSTRUCTION EXITEROSION MATTINGINLET PROTECTIONEROSION PREVENTION AND SEDIMENT CONTROL PERMIT REQUIREMENTSPRIOR TO CONSTRUCTION, THE SITE CONTRACTOR SHALL OBTAIN CO-PERMITEE COVERAGE UNDER GENERALPERMIT 3-9020 WHICH REGULATES STORMWATER RUNOFF FROM CONSTRUCTION SITES.THIS PROJECT QUALIFIES AS HAVING A LOW RISK FOR IMPACTS TO WATER QUALITY, BASED UPON THEFOLLOWING:- LESS THAN 2 ACRES WILL BE DISTURBED AT ANY TIME- A MAXIMUM OF 21 CONSECUTIVE DAYS BEFORE DISTURBED EARTH IS TEMPORARILY OR PERMANENTLYSTABILIZED.THESE CRITERIA FORM THE BASIS FOR THE LOW RISK DETERMINATION. ANY CHANGES TO THESE CRITERIAREQUIRE THAT THE RISK ANALYSIS BE RE-EVALUATED TO DETERMINE IF THE POTENTIAL RISK TO WATERQUALITY, AND THE RELATED PERMITTING REQUIREMENTS, HAVE CHANGED.6" MINEXISTING GROUNDOR SUBGRADEPUBLIC ROADWAYROADWAY25' MINPLANRIGHT-OF-WAYPUBLIC1-1/2" TO 2"DIA. STONEWIDTH OFPROFILE25' MIN FOR THIS SITEPUBLICRIGHT-OF-WAY4"-6"2.STAPLE PATTERN GUIDE5.6"1.12"12"6"12"6"2.4.5.3B.1.3A.THE CONTRACTOR SHALL REFER TO THE LOW RISK SITE HANDBOOK FOR EROSION PREVENTIONAND SEDIMENT CONTROL MEASURES TO BE IMPLEMENTED ON THE SITE. AT A MINIMUM,THESE SHALL INCLUDE:- MARKING THE LIMITS OF DISTURBANCE TO PRESERVE EXISTING VEGETATION OUTSIDETHE LIMITS OF CONSTRUCTION- LIMITING THE DISTURBED AREA TO THAT WHICH IS ACTIVELY BEING WORKED- INSTALLATION OF A STABILIZED CONSTRUCTION EXIT- INSTALLATION OF SILT FENCE ALONG THE DOWNSLOPE PERIMETER OF THE DISTURBEDAREA AND AROUND SOIL STOCKPILES- PLACEMENT OF EROSION MATTING IN CHANNELS, ON ALL SLOPES 3H:1V OR STEEPER,AND MULCHINGALL OTHER DISTURBED AREAS- SWEEPING PAVED AREAS TO REMOVE SEDIMENTEROSION PREVENTION AND SEDIMENT CONTROL MEASURES WILL BE INSPECTED AT LEASTONCE EVERY 7 DAYS AND FOLLOWING PRECIPITATION EVENTS RESULTING IN RUNOFF. DURINGTHE WINTER CONSTRUCTION PERIOD, INSPECTIONS ARE REQUIRED DAILY WHEN WORK ISUNDERWAY.SECTIONTPZLIMITS OF DISTURBANCETREE PROTECTION ZONE (CONTINUOUSCONSTRUCTION OR SNOW FENCE)05-06-22ADD TREE PROTECTION ZONEABR10-05-22REVISE PER 07-06-22 STAFF NOTESDJH10-31-22REVISE PARKING AND OUTDOOR / SNOW STORAGEDJH
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202202204204206208SSSSSGGGGGEEEHARBOR VIEW ROADEXISTING BUILDING13,000 SFEDGE GRAVELEDGE PAVEMENTACESSORY STRUCTUREPROPOSEDBUILDINGADDITIONBIORETENTION AREA #2BIORETENTION AREA #1E X I S T I N G P A V E D D R I V E
POST CONSTRUCTIONSOIL DEPTH &QUALITY PLAN20020401" = 20 FEET 1" = 20'5478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #POST-CONTRUCTION SOIL DEPTH & QUALITY TREATMENT NOTES1.POST-CONSTRUCTION SOIL DEPTH AND QUALITY TREATMENT SHALL CONFORM TO SECTION 3 OF THE "2017VERMONT STORMWATER MANAGEMENT MANUAL RULE AND DESIGN GUIDANCE". AT A MINIMUM, ALL AREASIDENTIFIED ON THIS PLAN ARE SUBJECT TO THESE RULES AND THE OUTLINED TREATMENT AS INDICATEDBELOW. ANY ADDITIONAL AREAS THAT ARE DISTURBED BY CONSTRUCTION ACTIVITIES, INCLUDING THECOMPACTION OF SOIL DUE TO THE TRACKING OF HEAVY EQUIPMENT, ARE ALSO SUBJECT TO THESTANDARDS.2.TOPSOIL SHALL CONTAIN A MINIMUM OF 4% DRY WEIGHT ORGANIC MATTER, AND SHALL BE PLACED AMINIMUM OF 4" OF DEPTH AS INDICATED ON THE PLANS.3.THE COMPOST USED TO MEET ORGANIC REQUIREMENTS SHALL CONSIST OF THE FOLLOWING:·A CARBON TO NITROGEN RATIO BELOW 25:1.·COMPOST SHALL MEET THE DEFINITION OF "COMPOST" IN THE AGENCY'S SOLIDWASTE MANAGEMENT RULES OR THE CONTAINMENT STANDARDS IN THEVERMONT SOLID WASTE MANAGEMENT RULES §6-1104(g)(6-7), §6-1105(e)(8-9) AND§6-1106(e)(7-9).·A MAXIMUM OF 35% OF THE TOTAL SOIL VOLUME MAY CONTAIN EXCEPTIONALQUALITY BIOSOLIDS AMENDMENTS, AND SHALL BE WELL MIXED.4.THE SOIL QUALITY REQUIREMENTS SHALL BE MET BY USING THE FOLLOWING METHODS:·INSTALL SILT FENCE OR CONSTRUCTION FENCE ALONG THE LIMITS OF CONSTRUCTIONDISTURBANCE TO PROTECT NATIVE SOILS AND VEGETATION FROM COMPACTION DURINGCONSTRUCTION.-OR-·STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROMSURFACE WATERS, WETLANDS, FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS.·SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OFEXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;·AMEND TOPSOIL, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS:··PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTERCONTENT BETWEEN 40 AND 65% INTO THE TOPSOIL AT A RATIO 1:3, OR··CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANICMATERIAL AT A CALCULATED RATE TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANICCONTENT.·REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING·RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LAGER THAN 2 INCHES IN DIAMETER; ANDWATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.5.SOIL DEPTH SHALL BE ESTABLISHED AT THE END OF CONSTRUCTION AND ALL AREAS IDENTIFIED SHALL BEPROTECTED FROM COMPACTION.6.TEST HOLES SHALL BE PERFORMED BY THE CONTRACTOR BY USING A SHOVEL DRIVEN SOLELY BY THECONTRACTORS WEIGHT. THE TEST HOLES SHALL BE 8" IN DEPTH AND USED BY THE CONTRACTOR FOR SELFVERIFICATION THAT ALL REQUIREMENTS OF THE POST-CONSTRUCTION SOIL DEPTH AND QUALITY PLAN HAVEBEEN MET.7.TEST HOLES SHALL BE PERFORMED IN LOCATIONS NOTED ON THE SITE PLAN OR AS SELECTED BY THECONTRACTOR. TEST HOLES SHALL BE SPACED AT A MINIMUM OF 50' APART. THE CONTRACTOR SHALLPROVIDE NINE (9) TEST HOLES PER ACRE OF IDENTIFIED AREA SUBJECT TO THE POST-CONSTRUCTION SOILDEPTH AND QUALITY TREATMENT.8.A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE ESTABLISHED OVER ALL TURF AREAS. SEELANDSCAPING PLAN FOR ADDITIONAL NOTES, PLANTING SCHEDULE AND SEEDING SPECIFICATIONS.AREAS OF POST-CONSTRUCTION SOILDEPTH AND QUALITY TREATMENT(SEE NOTES FOR SPECIFICATIONS)AREAS NOT REQUIRED TO MEET THEPOST-CONSTRUCTION SOIL DEPTH ANDQUALITY TREATMENTPCSDQ LEGEND10-05-22REVISE PER 07-06-22 STAFF NOTESDJH10-31-22REVISE PARKING AND OUTDOOR / SNOW STORAGEDJH
SITEWORKDETAILS ANDSPECIFICATIONSNTS6478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #TYPICAL WATER TRENCHGENERAL 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.3500 PSI CONCRETETYPICAL BOLLARD18"NTS6"36"6"CONCRETEFILL PIPE WITH 3500 PSI6" DI OR STEEL PIPECLEAN AND PAINT WITH 2 COATSOF RUST INHIBITING PRIMERFINISH GRADE52"PROVIDE HDPE BOLLARDSLEEVE-COLOR TO BESELECTED BY OWNERSEE PLANS11GRADE OF PAVEMENTSLOPE TO MATCH FINISHSEE SITE PLAN FOR GRADINGBITUMINOUSCONCRETE 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 SANDDRIVE & PARKING AREA CROSS SECTIONNTSWHERE 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 UNDERDRAINTYPICAL SANITARY SEWER & STORM TRENCHNTS1"2" R
6 1/2"2"9"BITUMINOUS CONCRETE CURBBACKFILL A MINIMUM OF THREEFEET BEHIND CURBBITUMINOUSPAVEMENTCURB SURFACE TO BE TREATED WITHTWO COATS OF EMULSIFIEDBITUMINOUS MATERIAL AFTER CURBHAS BEEN IN PLACE SEVEN DAYS45°75°120 # LIVE SEED PER ACRE100RYEWINTER HARDY, PERENNIAL37.525.25KENTUCKY BLUEGRASS37.537.25CREEPING RED FESCUE4537.5TYPE OF SEEDPER ACRELBS. LIVE SEED% BY WEIGHTURBAN MIX GRASS SEEDALL DISTURBED AREAS THAT DO NOT HAVE AN IMPERVIOUS SURFACE (PAVEMENT, SIDEWALKS, ROOFS) ORARE NOT LANDSCAPED WITH BARK MULCH, SHALL BE STABILIZED NEW GRASS COVER. ALL SEEDING ANDMULCHING FOR ESTABLISHING NEW GRASS COVER SHALL BE COMPLETE PRIOR TO SEPTEMBER 15.PLACEMENT OF TOPSOIL, AND THE APPLICATION OF SEED, FERTILIZER, LIME (WHERE APPLICABLE), ANDMULCH SHALL BE IN ACCORDANCE WITH THE FOLLOWING:1.A MINIMUM OF 4" OF APPROVED TOPSOIL SHALL BE PLACED IN ALL AREAS. PLACEMENT OF TOPSOILSHALL NOT BE DONE WHEN THE GROUND OR TOPSOIL IS FROZEN, EXCESSIVELY WET, OR OTHERWISEIN A CONDITION DETRIMENTAL TO THE WORK. FOLLOWING PLACEMENT OF TOPSOIL, THE SURFACESHALL BE RAKED. ALL STONES, LUMPS, ROOTS, OR OTHER OBJECTIONAL MATERIAL SHALL BEREMOVED.2.URBAN SEED MIXTURE SHALL BE SPREAD UNIFORMLY IN ALL AREAS AT THE SPECIFIED RATE.3.FERTILIZER SHALL BE APPLIED ONLY AFTER PERFORMING A SOIL TEST ON THE IN-PLACE ORSTOCKPILED TOPSOIL, AND BE APPLIED ONLY BASED UPON SOIL DEFICIENCIES. LIME SHALL ONLY BEAPPLIED AS NEEDED BASED UPON A SOIL pH TEST.4.MULCHING SHALL FOLLOW THE SEEDING OPERATION BY NOT MORE THAN 24 HOURS. MULCH SHALL BESPREAD UNIFORMLY OVER THE AREA AT A MINIMUM RATE OF 2 TONS PER ACRE. SITE CONDITIONS MAYWARRANT THE APPLICATION OF A TACKFIER TO HOLD THE MULCH IN PLACE. IF NECESSARY TO RETAINTHE MULCH, THE CONTRACTOR SHALL APPLY AN APPROVED TACKIFIER WITHOUT ADDITIONAL COST TOTHE OWNER.5.ALL SLOPES STEEPER THAN 3H:1V SHALL HAVE EROSION MATTING APPLIED OVER THE SEED. ALLDITCH CENTERLINE GRADES GREATER THAN 5% OR AS SHOWN ON THE PLANS SHALL HAVE EROSIONMATTING APPLIED OVER THE SEED. EROSION MATTING SHALL CONSIST OF EROSION CONTROLBLANKET WITH 100% AGRICULTURAL STRAW MATRIX STITCH BOUNDED WITH DEGRADABLE THREADBETWEEN TWO BIODEGRADABLE JUTE FIBER NETTINGS, NORTH AMERICAN GREEN S150BN OR EQUAL.6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR A FULL GROWTH OF GRASS IN ALL DISTURBED AREASTO BE RE-VEGETATED. VEGETATION GROWTH SHALL BE PERMANENT AND SUFFICIENT TO PREVENTEROSION OF THE UNDERLYING SOIL UNDER ALL CONDITIONS OF PRECIPITATION. THE CONTRACTORSHALL BE RESPONSIBLE FOR PROTECTING AND CARING FOR SEEDED, MULCHED, AND AREAS OFESTABLISHED VEGETATION UNTIL FINAL ACCEPTANCE OF THE WORK BY THE OWNER.TURF ESTABLISHMENT SPECIFICATIONSDEEP SUMP CB OUTLET PIPE DETAIL24"X24" SQUARE STRUCTURETYPICAL DEEP SUMP CATCHBASINLOOSENED SOIL; DIG ANDTURN THE SOIL TO REDUCECOMPACTION TO THE AREAAND DEPTH SHOWN3 x WIDEST DIMENSIONOF ROOT BALL4" HIGH X 8" WIDE ROUND-TOPPEDSOIL BERM ABOVE ROOT BALLSURFACE SHALL BE CONSTRUCTEDAROUND THE ROOT BALL. BERMSHALL BEGIN AT ROOT BALLPERIPHERY.PRIOR TO MULCHING, LIGHTLY TAMPSOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE SHRUB. DO NOT OVER-COMPACT. WHEN THE PLANTINGHOLE HAS BEEN BACKFILLED, POURWATER AROUND THE ROOT BALL TOSETTLE THE SOIL.2" LAYER OF WOOD CHIPMULCH. NO MORE THAN 1" OFMULCH ON TOP OF ROOT BALL.BOTTOM OF ROOT BALLRESTS ON NATIVE ORRECOMPACTED SOILSLOPE SIDES OF LOOSENED SOILFINISH GRADENATIVE SOILENSURE THAT ROOT FLARE ISAT SURFACE.EXISTING SOILROOT BALL SIZE SHALLMEET ANSI Z60.1CURRENT EDITION FORTRUNK CALIPER SIZECONSTRUCT BERM AROUND ENTIREROOT BALLONE CENTRAL LEADER - TREES WITHCO-DOMINANT LEADERS SHALL BEREJECTEDPRIOR TO MULCHING, LIGHTLY TAMPSOIL AROUND THE ROOT BALL IN 6"LIFTS TO BRACE TREE. DO NOT OVERCOMPACT. WHEN THE PLANTINGHOLE HAS BEEN BACKFILLED, POURWATER AROUND THE ROOT BALL TOSETTLE THE SOIL.LOOSENED SOIL; DIG AND TURNTHE SOIL TO REDUCE COMPACTIONTO THE AREA AND DEPTH SHOWNROOT BALL MODIFIED AS REQUIRED TOCORRECT GIRDLING ROOTS OR TREE TOODEEP IN ROOT BALL. REMOVE ALL BURLAP,WIRE, ROPE, OR OTHER MATERIALS THATCOULD RESTRICT ROOT GROWTH4" LAYER OF GROUND BARK OR WOODCHIP MULCH. NO MORE THAN 1" OFMULCH ON TOP OF ROOT BALL.SLOPE SIDES OF LOOSENED SOILBOTTOM OF ROOT BALL RESTS ONNATIVE OR RECOMPACTED SOILTREE PLANTING DETAILSET TREE SO THAT ROOT FLARE ISJUST VISIBLE ABOVE SURFACENTS3X THE WIDEST DIMENSION OF ROOT BALLSHRUB PLANTING DETAILNTS05-06-22ADD TREE AND SHRUB PLANTING DETAILABR10-05-22REVISE PER 07-06-22 STAFF NOTESDJH
BIORETENTION AREADETAILS AND SPECIFICATIONSNTS7478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #BIORETENTIONSOIL MIXSTRAW MULCH OVERSEED24"BIORETENTION BASINSOIL MEDIA ELEV.STRAW MULCHMIRAFI 140N GEOTEXTILE,OR EQUAL, BETWEEN PEAGRAVEL AND SOIL MEDIA.SEE CROSS-SECTION FORWIDTH3/4" TO 1-1/2" CLEAN, CRUSHED STONE, FROM 4"BELOW UNDERDRAIN TO TOP OF UNDERDRAIN.(DO NOT USE LIMESTONE)6" SDR35 PVC PERFORATEDUNDERDRAIN PIPE LAID FLATMIRAFI 500X GEOTEXTILEWOVEN FABRIC, OR EQUAL.MINIMUM 12" OVERLAP11BIORETENTION - EROSION PREVENTION AND SEDIMENTCONTROL SEQUENCING1.INSTALL SILT FENCE AND/OR OTHER APPROPRIATE TEMPORARY SEDIMENT AND EROSIONCONTROL DEVICES TO PREVENT SEDIMENT FROM ENTERING THE BIORETENTION DURINGCONSTRUCTION.2.RUNOFF SHALL NOT BE DIRECTED INTO THE BIORETENTION FACILITY UNTIL:A.ALL UPGRADIENT CONTRIBUTING AREAS HAVE BEEN PERMANENTLY STABILIZED.B.THE BIORETENTION FACILITY IS COMPLETE AND ALL AREAS SUBJECT TO RUNOFFHAVE BEEN PERMANENTLY STABILIZED.4.REMOVE TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL DEVICES AFTER THEBIORETENTION IS PLACED ONLINE AND IS RECEIVING RUNOFF.5.IN THE EVENT THAT SEDIMENT IS INTRODUCED INTO THE BIORETENTION AREA, THESEDIMENT AND ALL CONTAMINATED MATERIAL (SUCH AS MULCH OR SOIL MIX) SHALL BEREMOVED AND REPLACED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER.BIORETENTION - MATERIAL SPECIFICATIONS:STRAW MULCHSTRAW SHALL BE DERIVED FROM WHEAT, RICE, OR BARLEY AND SHALL BE FREE OF NOXIOUS WEEDS OR SEED.GRASS CLIPPINGS ARE UNSUITABLE FOR STRAW MULCH.STRAW MULCH SHALL BE RETAINED IN PLACE THROUGH THE USE OF NETTING, TRACKING, OR APPLICATION OF ATACKIFIER. ANY BLOWN MULCH SHALL BE RE-APPLIED UNTIL VEGETATION IS ESTABLISHED.BIORETENTION SOIL MIXTHE BIORETENTION SOIL SHALL CONSIST OF USDA SAND TO LOAMY SAND CLASSIFICATION, OR A WELL BLENDED,HOMOGENOUS MIXTURE OF THE FOLLOWING COMPONENTS:SAND 85-88%SILT 8-12%CLAY0-2%*ORGANICS3-5%*ORGANICS SHOULD CONSIST OF COMPOST THAT MEETS THE DEFINITION OF "COMPOST" IN THE AGENCY'S SOLIDWASTE MANAGEMENT RULES OR THE CONTAINMENT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENTRULES §6-1104(g)(6-7), §6-1105(e)(8-9), AND §6-1106(e)(7-9).THE BIORETENTION SOIL MIX SHALL BE FREE OF STONES, STUMPS, OR ROOTS LARGER THAN TWO (2) INCHES INANY DIMENSION. THE SOIL MIX SHALL BE FREE OF NOXIOUS WEEDSEACH BIORETENTION SOIL MIX MATERIAL COMPONENT SHALL HAVE THE FOLLOWING PROPERTIES:TOPSOIL: SANDY LOAM OR LOAMY SAND TEXTURE PER USDA TEXTURAL TRIANGLE, HAVING LESS THAN 5% CLAYCONTENT.COMPOST: SHALL BE FREE OF WEED SEEDS AND COMPLY WITH EPA REQUIREMENTS FOR COMPOST. THECOMPOST SHALL HAVE A LOOSE AND GRANULAR TEXTURE. THE COMPOST SHALL POSESS NO OBJECTIONABLEODORS AND SHALL NOT RESEMBLE THE RAW MATERIAL FROM WHICH IT WAS DERIVED.BIORETENTION - GENERAL CONSTRUCTION SPECIFICATIONS1.THE BIORETENTION SHALL BE EXCAVATED TO THE DIMENSIONS, SIDE SLOPES, ANDELEVATIONS SHOWN ON THE DRAWINGS. THE METHOD OF EXCAVATION SHALL MINIMIZE THECOMPACTION OF THE SUBGRADE SOIL WITHIN THE FOOTPRINT OF THE BIORETENTION AREA.2.THE BIORETENTION SOIL MIXTURE SHALL BE PLACED AND GRADED USING LOW GROUNDCONTACT PRESSURE EQUIPMENT. TO THE EXTENT POSSIBLE, WORK SHALL BE PERFORMEDBY EQUIPMENT OPERATING ON THE ADJACENT SLOPES.3.ALL WORK RELATED TO PLACEMENT OF STRAW MULCH AND SEEDING SHALL BEACCOMPLISHED WITH METHODS AND EQUIPMENT THAT DO NOT RESULT IN FURTHERCOMPACTION OF THE BIORETENTION SOIL MIX.BIORETENTION - RECOMMENDED MAINTENANCE SCHEDULEACTIVITYSCHEDULE·PRUNE OR WEED TO MAINTAIN APPEARANCEAS NEEDED·REPLACE MULCH DUE TO EROSIONAS NEEDED·REMOVE TRASH AND DEBRISAS NEEDED·INSPECT VEGETATED SWALE/FOREBAY/PRETREATMENT SEMI-ANNUALLY FOR EROSION·INSPECT SHRUBS AND PERENNIALS, REMOVE DEAD OR SEMI-ANNUALLY DISEASED PLANTS·INSPECT AND REMOVE SEDIMENT AND DEBRIS IN ANNUALLY PRETREATMENT AREAS·INSPECT INFLOW POINTS AND RAIN GARDEN SURFACES FOR ANNUALLY BUILD-UP OF SEDIMENT. REMOVE AND REPAIR AS NECESSARY. ·REPLACE MULCH OVER BIORETENTION SURFACE2-3 YEARS·REPLACE/CLEAN PRETREATMENT STONE3-5 YEARSBIORETENTION MONITORING AND MANAGEMENTAESTHETICSARE WEEDS PRESENT?REMOVE WEEDS. IRRIGATE IF NECESSARY TO INCREASE VIGOR OF DESIRED SPECIES. REPLACE ANY PLANTS THAT AREMISSING BECAUSE OF MORTALITY. APPLY A THIN LAYER OF WOOD CHIP MULCH OVER ANY BARE SOIL.WHAT TO LOOK FORPROBLEMSYES//NOPOSSIBLE CAUSESACTIONSYESYOUNG PLANTS HAVE NOT YET COVERED THE GROUND.REMOVE SEED SOURCES.THERE ARE NEARBY SOURCES OF WEED SEEDS.NOCHECK AGAIN NEXT TIME.YESCHECK AGAIN NEXT TIME.IS THE PLANTING ATTRACTIVE?THE MIX OF SPECIES HAS DEVIATED FROM ORIGINAL DESIGN.CONTACT DESIGNER TO DEVELOP ENHANCEMENT PLAN. INSTALL RECOMMENDED PLANTINGS.NOREMOVE LITTER. INVESTIGATE POSSIBLE SOURCES AND REMOVE, OR IMPROVE LITTER COLLECTION PRACTICES.YESNOCHECK AGAIN NEXT TIME.IS LITTER PRESENT?LOSS OF SPECIESDIVERSITYYESNOHAS MORTALITY CAUSED THEDISAPPEARANCE OF SPECIES?CONTACT DESIGNER TO ASSESS HYDROLOGY AND SUITABILITY OF SPECIES. INSTALL RECOMMENDED SPECIES TO FILLGAPS.CHECK AGAIN NEXT TIME.HEALTH OF PLANTSYESNODO PLANTS EXHIBIT LOW VIGOR?COLLECT AND SUBMIT SOIL SAMPLES FOR ANALYSIS. CORRECT NUTRIENT DEFICIENCIES OR IMBALANCES. BECAUSE RAINGARDEN PLANTS DO NOT HAVE HIGH NUTRIENT REQUIREMENTS, BE CONSERVATIVE WITH FERTILIZER APPLICATION.CHECK AGAIN NEXT TIME.THE SOIL HAS INADEQUATE NUTRIENTS.SOIL pH IS OUT OF THE ACCEPTABLE RANGE.COLLECT AND SUBMIT SOIL SAMPLES FOR ANALYSIS. CORRECT pH LEVEL USING SULFUR OR GROUND LIMESTONE, ASPRESCRIBED.PLANTS ARE NOT ADAPTED TO THE HYDROLOGY OF THERAIN GARDEN.CONTACT DESIGNER TO ASSESS HYDROLOGY AND MAKE RECOMMENDATIONS FOR MORE SUITABLE SPECIES. INSTALLRECOMMENDED SPECIES.SUBSTANCES TOXIC TO PLANTS HAVE ENTERED THE RAINGARDEN.CONTACT DESIGNER TO ASSESS PLANT AND SOIL SYMPTOMS AND DEVELOP STRATEGY FOR ADDRESSING TOXINS.ARE PLANTS OVERLY VIGOROUS ORFALLING OVER?THE SOIL HAS EXCESSIVE NUTRIENTS.FERTILIZER SHOULD NEVER BE APPLIED TO A RAIN GARDEN UNLESS THE NEED IS DEMONSTRATED. CHECK THECONTRIBUTING WATERSHED FOR SOURCES OF EXCESS NUTRIENTS AND REMOVE IF POSSIBLE. ASSESS SPECIESSUITABILITY IN LIGHT OF HIGH NUTRIENT LEVELS.NOCHECK AGAIN NEXT TIME.YESARE ONE OR MORE SPECIESENCROACHING ON OTHERS?CONDITIONS ARE IDEAL FOR THE OVERLY VIGOROUSSPECIES.IN EARLY SUMMER, CUT STEMS OF THE OVERLY VIGOROUS PLANTS TO THE GROUND WHERE THEY ENCROACH ON NEARBYSPECIES. CONTINUED ISSUES MAY REQUIRE THAT THE EXCESS PLANT CROWNS BE DUG OUT.CONTACT THE DESIGNER TO ASSESS THE SUITABILITY OF THE LOW-VIGOR SPECIES AND MAKE RECOMMENDATIONS.NOSPECIES THAT ARE BEING CROWDED OUT ARE NOT WELLSUITED TO THE SOIL OR HYDROLOGY.CHECK AGAIN NEXT TIME.THE ADAPTATIONS OF THE PLANT SPECIES DO NOT MATCHTHE HYDROLOGY.BIORETENTIONFUNCTIONIS STANDING WATER ABSORBEDWITHIN 48 HOURS AFTER A RAINEVENT?YESNOCHECK AGAIN NEXT TIME.OUTLET DRAIN IS BLOCKED.CLEAR OR UNCLOG DRAIN.SOIL IS NOT PERMEABLE ENOUGH.CONTACT DESIGNER TO ASSESS INFILTRATION RATE AND DEVELOP STRATEGY TO IMPROVE IT.EXCESSIVE WATER IS BEING DIRECTED INTO RAIN GARDEN.CONTACT DESIGNER TO INVESTIGATE WATER FLOW AND DEVELOP PLAN TO MODIFY INLET IF NECESSARY.IS BIORETENTION RARELY INUNDATEDOR INUNDATED FOR ONLY SHORTPERIODS OF TIME?YESNOINLET IS BLOCKED.CLEAN DEBRIS FROM INLET.ADEQUATE WATER IS NOT FLOWING TOWARDS INLET.MODIFY THE INLET OR FLOW PATHS OVER CONTRIBUTING IMPERVIOUS SURFACES.CHECK AGAIN NEXT TIME.IS EROSION, SEDIMENTATION, OR BARESOIL PRESENT?YESNOGAPS BETWEEN PLANTS ARE NOT STABILIZED BY ROOTS.OTHER INFLOW(S) OF WATER BESIDES THE PLANNED ONEEXPOSES SOIL TO EROSION.SEDIMENT IS BEING CARRIED WITH RUN-OFF INTO THE RAINGARDEN.CHECK AGAIN NEXT TIME.CONTACT DESIGNER TO EVALUATE WHETHER MORE OR ALTERNATIVE SPECIES ARE NECESSARY TO STABILIZE SOIL.INSTALL ADDITIONAL PLANTINGS.BLOCK THE EXTRA INFLOW OR ARMOR THE ROUTE OF INFLOW WITH STONES TO KEEP SOIL IN PLACE.STABILIZE OR REMOVE SEDIMENT SOURCE. DETERMINE THE CAUSE AND PREVENT IT FROM HAPPENING. REPLACE ANYMISSING PLANTS AS SOON AS POSSIBLE. MULCH WITH A THIN LAYER OF WOOD CHIPS.OUTLET STRUCTURE IS LEAKING BELOW THE RIM.REPAIR THE OUTLET STRUCTURE.YESACCUMULATION OFPLANT DEBRISIS THERE A SUBSTANTIAL AMOUNT OFDEAD STEMS PRESENT?YESTHE END OF THE GROWING SEASON RESULTS IN DEADHERBACEOUS STEMS.LEAVE STEMS STANDING OVER THE WINTER TO PROVIDE SEEDS AND COVER FOR BIRDS, PROTECTION FOR SOIL. CUT DEADSTEMS TO 6 - 12" ABOVE THE SOIL IN LATE APRIL. REMOVE STEMS FROM RAIN GARDEN.SHRUB STEMS LOSE VIGOR WITH AGE.AFTER SHRUBS HAVE REACHED MATURITY, REJUVENATE BY PERIODICALLY PRUNING AWAY LESS VIGOROUS STEMS,CLEANLY CUTTING AT GROUND LEVEL. RETAIN ADEQUATE TOP GROWTH TO SUPPORT ROOTS.NOCHECK AGAIN NEXT TIME.DOES BIORETENTION VEGETATIONATTRACT BIRDS AND POLLINATORS?YESCHECK AGAIN NEXT TIME.NOT ENOUGH OF THE RIGHT KINDS OF PLANTS ARE PRESENT.CONTACT DESIGNER TO INVENTORY SPECIES AND MAKE RECOMMENDATION FOR SUPPLEMENTING WITH ONES THAT AREMORE BENEFICIAL. INSTALL NEW PLANTS.NOADD MORE FUNCTIONAL SPECIES.FLOWERS ARE NOT BLOOMING AT THE PROPER TIME TOBENEFIT DESIRED SPECIES.12"PEA STONE ELEV.3/8" CLEAN, PEA STONE, TOP OFUNDERDRAIN TO 2" ABOVE UNDERDRAIN.BIORETENTIONSOIL MIX24"SOIL MEDIA ELEV.STRAW MULCHBIORETENTION #1 - MIRAFI500X GEOTEXTILE WOVENFABRIC, OR EQUAL. MINIMUM12" OVERLAPBIORETENTION #2 -30 MIL MIN. POLY LINER TOBE INSTALLED AROUNDENTIRE BIORETENTION AREAAND BENEATH UNDERDRAIN.CONTRACTOR TO ENSURELINER IS SEALED ANDWATERTIGHT. ENGINEER TOVERIFY LINER INSTALLATIONPRIOR TO BACKFILL.116' WIDE MIRAFI 140NGEOTEXTILE, OR EQUAL,CENTERED OVERUNDERDRAIN PIPECRUSHED STONE ELEV.CRUSHED STONE ELEV.PEA STONE ELEV.UNDISTURBED NATIVE SOILUNDISTURBED NATIVE SOILSEE PLAN FOR WIDTHBIORETENTION SEED MIX1.USE "VERMONT NATIVE WILDFLOWER & GRASS SEED MIX" OR APPROVED EQUAL. SEEVERMONT WETLAND PLANT SUPPLY FOR SPECIES COMPOSITION AND APPLICATIONSPECIFICATIONS. SEED SHALL BE APPLIED ACROSS THE BOTTOM OF THE BIORETENTIONAREA (FOLLOWING THE ELEVATION 166 CONTOUR).2.DIVIDE THE REQUIRED AMOUNT OF SEED INTO TWO EQUAL PARTS, SPREAD ONE-HALF INONE DIRECTION, THE REMAINDER AT RIGHT ANGLES. USE AN APPLICATION RATE OF18LBS/ACRE UNLESS OTHERWISE SPECIFIED.3.WATER ONLY AS NEEDED. IF INSTALLATION OCCURS IN FALL WHEN SEED IS DORMANT,WATERING MAY NOT BE NECESSARY. CONTACT SEED SUPPLIER FOR THEIRRECOMMENDATION.4.SEEDED AREA SHALL BE MOWED 2-3 TIMES DURING THE FIRST YEAR TO PREVENT THEESTABLISHMENT OF WEEDS. THE MOWER BLADE SHOULD BE SHARP (TO AVOID RIPPINGSEEDLINGS OUT OF THE GROUND) AND SHOULD BE SET AT A HEIGHT OF 6". EXACT MOWINGSCHEDULES ARE DICTATED BY THE GROWTH OF THE VEGETATION, AND SHOULD BEPERFORMED WHEN THE WEEDS REACH A HEIGHT OF 1-2 FEET, OR BEGIN TO FLOWER.AFTER THE FIRST YEAR OF GROWTH, THE SEEDED AREA SHOULD BE MOWED ONCE EVERYYEAR AT THE BEGINNING OF SPRING.LONGITUDINAL SECTIONCROSS SECTIONBIORETENTION AREA DATAFEATURE DESCRIPTIONFINISH GRADE / TOP BIORETENTION SOILBOTTOM BIORETENTION SOIL / TOP PEA STONEBOTTOM PEA STONE / TOP CRUSHED STONEINVERT UNDERDRAIN PIPEBOTTOM CRUSHED STONE BIORETENTION AREA #1 190.00188.00187.83187.33187.00ELEVATION BIORETENTION AREA #2 196.00194.00193.83193.33193.0010-05-22REVISE PER 07-06-22 STAFF NOTESDJH
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202202204204206208SSSSSSGGGGGEEEHARBOR VIEW ROAD40'10'EXISTING BUILDING13,000 SF50' WIDE EASEMENTFOR INGRESS &EGRESS TO LOT 3D O C K P L A T F O R MPLANTING BEDGAS METERFDCELECOH DOOROH DOOROH DOOREDGE GRAVELEDGE PAVEMENT71'330'290'320'30'30'10'10'LOADING SPACELOADING SPACE5 SPACESO U T S I D E S T O R A G EEXISTING ACESSORY STRUCTURE(3 SIDED) FOR STORAGE OF MATERIALSSNOWSTORAGES N O W S T O R A G EEXISTING GATE WITHSCREEN MESHKSI COMMERCIALPROPERTIES, LLCN/F8 HARBOR VIEW ROADJOHN LARKIN, INC.N/F9 HARBOR VIEW ROADLARKIN, INNS, LPN/F1720 SHELBURNE ROADEXISTING BIKE RACKTYPICAL EXISTING TREELINETO BE REMOVEDEXISTING CHAIN LINKFENCE WITH SCREEN MESHEXIST. FENCE & EXIST. SCREEN MESHO U T S I D E S T O R A G ETYPICAL PROPOSEDTREELINEDUMPSTERSEXISTING SIDEWALKAPPROXIMATE LOCATIONOF EXISTING ELEC &TELECOM LINES156'8" PVC ROOF DRAINPOST INDICATOR VALVEC O N C R E T E S U R F A C E P A V E D S U R F A C E P A V E D S U R F A C E15" MAPLE6" POPLAR8" POPLAR6" WH. PINE12" WH.PINE6" WH.PINE18" WH.PINE12" WH.PINE8" WH.PINE12" WH.PINE15" MAPLE10" WH.PINE10" WH.PINE14" WH.PINE10" WH.PINE10" WH.PINE10" WH.PINE20" WH.PINE12" WH.PINE12" WH.PINE12" WH.PINE14" WH.PINE16" WH.PINE16" WH.PINE12" WH.PINE12" WH.PINE12" WH.PINE16" WH.PINESHRUBSS U M A C & S H R U B SS U M A C & S H R U B S22" WH.PINE10" MAPLE8" MAPLE11" MAPLE7" ASHMULTI-STEM MAPLE8" BLACK CHERRY8" MAPLE8" MAPLE7" MAPLE12" MAPLE20" WH.PINE8" MAPLE24" WH.PINE9" ASH12" CEDAR14" WH.PINE12" MAPLE7" MAPLE7" ASH16" WH.PINE10" MAPLE20" WH.PINE18" WH.PINE6" WH.PINE(2) 12" WH.PINE9" ASH24" POPLAR9" WH.PINE12" WH.PINE8" WH.PINE12" WH.PINE8" WH.PINE12" WH.PINESHRUBSSHRUBSW H I T E P I N E T R E E SS H R U B S A N D S M A L L T R E E SEXISTING SHRUBSTO BE REMOVEDEXISTINGCONDITIONS PLAN2002040801" = 20 FEET 1" = 20'NOTES:1. THE PURPOSE OF THIS PLAN IS TO PRESENT THE EXISTING SITE LAYOUT. EXISTINGCONDITIONS INFORMATION IS BASED UPON THE UTILITY PLAN FOR A NEW WAREHOUSEAND OFFICE BUILDING, SHEET LS-2, DATED 03-15-1983 BY ALEXANDER / TRUEX / deGROOT,AND FIELD SURVEY BY THIS OFFICE ON OCTOBER 18, 2019.3. EXISTING UTILITIES INFORMATION SHOWN HEREON WAS OBTAINED FROM THE ABOVEREFERENCED PLAN AND MAY NOT BE COMPLETE. THE CONTRACTOR SHALL NOTIFYDIGSAFE AND THE CITY OF SOUTH BURLINGTON PUBLIC WORKS DEPARTMENT AND WATERDEPARTMENT PRIOR TO ANY EXCAVATION.4. BOUNDARY DATA IS BASED UPON A PLAN TITLED "COMMERCIAL SUBDIVISION, BARTLETTPROPERTY" BY KREBS & LANSING CONSULTING ENGINEERS, INC., LAST REVISED 09-14-1982AND RECORDED IN SLIDE 136 OF THE SOUTH BURLINGTON LAND RECORDS.196LEGENDPROJECT BOUNDARYABUTTING PROPERTY LINEEXISTING CONTOUR8THE CONTRACTOR SHALL NOTIFYAND OBTAIN A TICKET FROM"DIGSAFE" AT 811 PRIOR TO ANYEXCAVATION.478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #EXISTING STORM PIPEEXISTING GAS LINEEXISTING SANITARY SEWER PIPESEXISTING BUILDING MOUNTED LIGHTEXISTING POLE MOUNTED LIGHT2 HARBOR VIEW ROADGEXISTING WATER LINE, VALVE, & HYDRANTWEXISTING TREE LINECHAIN LINK FENCE WITH MESH SCREENEXISTING EASEMENTCHAIN LINK FENCE CHAMP CAR CARECENTER, INC.N/FALLEN BROOKDEVELOPMENT, INC.N/F40 ALLEN ROADBUILDING SETBACK05-06-22ADD INDIVIDUAL TREESABR10-05-22REVISE PER 07-06-22 STAFF NOTESDJH
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202202204204206208HARBOR VIEW ROAD40'EXISTING BUILDING13,000 SF50' WIDE EASEMENTFOR INGRESS &EGRESS TO LOT 3D O C K P L A T F O R MELECOH DOOROH DOOROH DOOREDGE GRAVEL10'LOADING SPACELOADING SPACE5 SPACESEXISTING ACESSORY STRUCTURE(3 SIDED) FOR STORAGE OF MATERIALSEXISTING GATE WITHSCREEN MESHKSI COMMERCIALPROPERTIES, LLCN/F8 HARBOR VIEW ROADJOHN LARKIN, INC.N/F9 HARBOR VIEW ROADLARKIN, INNS, LPN/F1720 SHELBURNE ROADPROPOSEDBUILDINGADDITION5,280 SFO U T S I D E S T O R A G ETYPICAL PROPOSEDTREELINEPROPOSED CHAIN LINKFENCE WITH SCREEN MESHO U T S I D E S T O R A G EPROPOSED CHAINLINK FENCE WITHSCREEN MESHTRASH &RECYCLINGCONTAINERS6' BENCH(5) BM(1) BN(8) HE(7) HHSITE AMENITY SPACE (±600 SF)(3) AF(59) TO(3) BM(5) VD(5) CA(1) AF(1) NS(3) QP(2) PSSTORMWATER BASIN &SLOPES SEED MIXSTORMWATER BASIN& SLOPES SEED MIX(1) NS(3) AF(7) CS(1) NS(4) VD(5) COC(3) BM(7) CS(7) CA(3) BM(7) CS(7) CS(7) CA(14) CS9 SPACES10 SPACES(13) CA(7) HHBRICK PAVERS,OR OTHER HARDSCAPING(8) HHLANDSCAPE PLAN2002040801" = 20 FEET 9478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #2 HARBOR VIEW ROADCHAMP CAR CARECENTER, INC.N/FALLEN BROOKDEVELOPMENT, INC.N/F40 ALLEN ROAD1" = 20'LETLET10-05-22PLANTING NOTES1.LOCATE AND VERIFY ALL EXISTING UTILITY LINES PRIOR TO PLANTING AND REPORT ANY CONFLICTS TO THE OWNER'S REPRESENTATIVE.2.ALL NEW PLANT MATERIAL SHALL CONFORM TO THE MINIMUM GUIDELINES ESTABLISHED FOR NURSERY STOCK PUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. INC. IN ADDITION, ALLNEW PLANT MATERIAL FOR THE PROJECT SHALL BE OF SPECIMEN QUALITY.3.ALL NEW WOODY STEM PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN, UNLESS OTHERWISE NOTED ON THE PLANT SCHEDULE.4.THE CONTRACTOR SHALL SUPPLY ALL NEW PLANT MATERIAL IN QUANTITIES SUFFICIENT TO COMPLETE THE PLANTING SHOWN ON THE DRAWINGS. IF MINOR DISCREPANCIES EXIST BETWEEN THENUMBER OF PLANTS DRAWN ON THE PLANTING PLAN AND THE NUMBER OF PLANTS IN THE PLANT SCHEDULE, THE PLANTING PLAN SHALL GOVERN.5.ALL NEW TREES SHALL BE TAGGED AND APPROVED BY THE LANDSCAPE ARCHITECT AT THE NURSERY PRIOR TO DIGGING OR DELIVERY TO THE SITE. FOR SHRUBS AND SMALLER MATERIALS,REPRESENTATIVE TAGGING BY THE LANDSCAPE ARCHITECT WILL BE ACCEPTABLE.6.NO TREES SHALL BE PLANTED BEFORE ACCEPTANCE OF ROUGH GRADING. TREES SHALL BEAR SAME RELATIONSHIP TO FINISH GRADE AS THEY BARE TO FINISH GRADE BEFORE BEING DUG IN THENURSERY. PRIOR TO PLANTING, REMOVE THE TOP OF THE BURLAP AND CONFIRM THAT PLANT ROOT CROWNS ARE NOT COVERED BY SOIL FROM THE NURSERY.7.STAKE LOCATION OF ALL PROPOSED PLANTING FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF PLANTING.8.ALL EXISTING TREES TO REMAIN SHALL BE PRUNED AND FERTILIZED BY A CERTIFIED ARBORIST.9.AGED BARK MULCH SHALL BE APPLIED TO ALL PLANT BEDS AT A 3" DEPTH, TYPICAL.10.ALL LAWN AREAS DISTURBED BY CONSTRUCTION OPERATIONS INSIDE AND OUTSIDE THE LIMIT OF WORK SHALL BE LOAMED AND SEEDED AS SPECIFIED.11.ALL AREAS TO BE SEEDED SHALL RECEIVE SOIL PREPARATION AS SPECIFIED PRIOR TO SEEDING, UNLESS OTHERWISE NOTED ON PLAN.12.ALL AREAS TO BE SEEDED WITH LAWN MIX SHALL RECEIVE 6" TOPSOIL PRIOR TO SEEDING.13.ALL NEW TREES SHALL BE GUARANTEED BY THE CONTRACTOR FOR 1 YEAR MIN. FROM TIME OF WRITTEN ACCEPTANCE OF THE PROJECT.PLANT SCHEDULE:6' BENCHReverie Collection Eva Bench 6 ftlength with horizontal wood slats, ipe.All fabricated metal components aresteel shotblasted, etched,phosphatized, preheated andelectrostatically powder-coated withTGIC polyester powder coatings, orapproved equal.By Victor Stanley, P.O. Box 330Dunkirk, MD 20754 USA1.800.368.257310-18-22REVISE PARKING AND OUTDOOR / SNOW STORAGEDJH10-31-22REVISE SNIPPET PARKLET
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202202204204206208SSSSSSGGGGGEEESB-1SB-2SB-3GgC(HSG C)HnB(HSG A)EwA(HSG C/D)DA-2DA-1DA-3DA-3DA-3LEGENDLOCATION OF SOIL BORINGSTORMWATER DRAINAGE AREAREDEVELOPED IMPERVIOUS SURFACE (UNTREATED)AREA = 0.06 ACRESNEW IMPERVIOUS SURFACE (TREATED)AREA = 0.24 ACRESREDEVELOPED IMPERVIOUS SURFACE (TREATED)AREA = 0.08 ACRESSB-1SB-#Performed by L&D Consulting Engineers on 4/15/2021Soil Borings (SB-X)1.2'Depth toSHGWUSDA Classification ofSoil below topsoil layerSilt loam w/ 20% Gravels191.1Exist. GroundElev. (ft)SB-21.6'Silt loam192.3SB-30.3'Silty clay loam192.0(IN FEET)GRAPHIC SCALE020204080VTGRID
SOIL BOUNDARY LINESSB-XST1STORMWATERLAYOUT PLAN478 BLAIR PARK ROAD | WILLISTON, VERMONT 05495802 879 6331 | WWW.TCEVT.COMTRUDELL CONSULTING ENGINEERS1.These Drawings are specific to the Project and are nottransferable. As instruments of service, these drawings,and copies thereof, furnished by TCE are its exclusiveproperty. Changes to the drawings may only be madeby TCE. If errors or omissions are discovered, they shall bebrought to the attention of TCE immediately.2.It is the User's responsibility to ensure this copy containsthe most current revisions.Scale:Project Number:Date:Drawn By:Project Engineer:Approved By:Field Book:Use of These Drawings04-01-2219108DJHDJHDJH--REVISIONSBYDATETHIS PLAN WAS ORIGINALLY PREPARED BY LAMOUREUX & DICKINSON CONSULTINGENGINEERS, INC. EDITS TO THIS PLAN AFTER MAY 16, 2022 WERE PERFORMED BY TCE, INC.CLIENT AGREES TO INDEMNIFY AND HOLD HARMLESS TCE, INC. FROM ANY DAMAGES,LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY'S FEES AND DEFENSE COSTS,ARISING OR ALLEGEDLY ARISING FROM ANY NEGLIGENT ACTS, ERRORS OR OMISSIONS BYANY PRIOR CONSULTANT RETAINED BY THE CLIENT FOR THIS PROJECT.4 HARBOR VIEW ROADSOUTH BURLINGTON, VTPlan Sheet #1" = 20'EXISTING IMPERVIOUS SURFACE (UNTREATED)AREA = 0.78 ACRES