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Home My WebLink Aboutrelevant plansPBPROPERTY LINE, TYP.PROPERTY LINE, TYP.200' BUFFER FORRIVER, TYP.(FIELD LOCATED)DISTURBANCE LIMITS, TYP.DISTURBANCE LIMITS, TYP.PROPERTY LINE, TYP.WILLOW STREET353531323334 34363630 30 303535 27 28 29 3131 31 32323233333434 30 35 29 3 1323334 EXISTING CONTOUR, TYP.3 0 313 1 32 32 33 33 3231323233333031 30282829313 2 3 2 32 33 3031302 8 28 28 2929 29 303132 3232 33 353 1 3 2 3 3 3 4 303132323233323533343132 3233 3333 3 1 32 33 333333 302931323032 31 30 29 33 33 3329 343131 3: 1 3:1 3:10.00%0.85%0.85%1.10%0.67%1.31%1.29%1.10%1.65%0.85%0.85%0.98%1.24%1.24%1.28%303029313132DRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C250EROSION & SEDIMENT CONTROL PLAN EAW JMR PERMIT 01/19/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Erosion Control Plan.dwg1/17/2023 2:46:47 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMEMILY WILLIAMSON, PE 57865 01/19/20231.EROSION/ SEDIMENTATION CONTROL MEASURES SHOULD BE INSTALLED BEFORE EARTH DISTURBING ACTIVITIES BEGIN AND AREREQUIRED REGARDLESS OF THE TIME OF YEAR. THIS PLAN AND ITS ASSOCIATED REQUIREMENTS FOR THE PERMIT MUST BEIMPLEMENTED DURING WINTER MONTHS AS WELL. ADDITIONAL INSTALLATION/REMOVAL OF STABILIZATION CONTROLS ASSOCIATED WITHSEEDING OUTSIDE THE SEEDING WINDOW ARE INCIDENTAL TO THE PROJECT.2.IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTROL EROSION/SEDIMENT ON THE SITE AT ALL TIMES. THE CONTROL MEASURESIDENTIFIED ON THE PLAN ARE A MINIMUM. THE CONTRACTOR SHALL PROVIDE ADDITIONAL EROSION/SEDIMENT CONTROL MEASURES ASNECESSARY AND BY CONSTRUCTION PHASE, TO FULFILL THIS REQUIREMENT.3.CONTRACTOR IS REQUIRED TO MAINTAIN SWPPP DOCUMENTATION.4.EXCEPT AS PRECLUDED BY SNOW COVER, THE CONTRACTOR IS REQUIRED TO USE STABILIZATION CONTROLS ON ALL DISTURBED AREASOF THE SITE REGARDLESS OF THE TIME PERIOD BEFORE THEY WILL BE DISTURBED AGAIN. IN THE EVENT THAT CONSTRUCTIONACTIVITY WITHIN A DISTURBED AREA WILL NOT OCCUR FOR A PERIOD OF 14 OR MORE CALENDAR DAYS, THE CONTRACTOR IS REQUIREDTO INSTALL STABILIZATION MEASURES IMMEDIATELY AFTER CONSTRUCTION ACTIVITY CEASED IN THAT AREA.5.THE CONTRACTOR SHALL USE CONTROL MEASURES AS REQUIRED TO KEEP SOILS FROM LEAVING THE SITE.6.CONTRACTOR SHALL IMPLEMENT SITE SPECIFIC BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN AND REQUIRED BY THE SWPPP.ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED BY THE CONTRACTOR AS DICTATED BY SITE CONDITIONS OR THEPROJECT GOVERNING AUTHORITIES AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION.7.IF AFTER REPEATED FAILURE ON THE PART OF THE CONTRACTOR TO PROPERLY CONTROL SOIL EROSION, SEDIMENT AND/OR POLLUTIONFROM THE PROJECT SITE, THE GOVERNING AUTHORITIES RESERVE THE RIGHT TO EFFECT NECESSARY CORRECTIVE MEASURES ANDCHARGE ANY COSTS TO THE CONTRACTOR.8.ALL BMPS AND CONTROLS SHALL CONFORM TO THE APPLICABLE FEDERAL, STATE, OR LOCAL REQUIREMENTS, STANDARDS, ANDSPECIFICATIONS OR MANUAL OF PRACTICE.9.ALL BMPS AND CONTROLS INSTALLED ON GREEN INFRASTRUCTURE SHALL REMAIN UNTIL STABILIZATION IS APPROVED BY THE OWNER'SREPRESENTATIVE.10.IN THE EVENT THAT SOILS LEAVE THE SITE, CLEANUP OF ALL SURROUNDING ROADS, DRIVES, AND PARKING LOTS SHALL BE PERFORMEDON A DAILY BASIS AT A MINIMUM AND UPON REQUEST BY OWNER'S REPRESENTATIVE AT NO ADDITIONAL COST. PAVEMENT IS TO BESCRAPED OF DEBRIS AND MUD AND BROOMED CLEAN. MUD TRACKS ARE TO BE REMOVED AS THEY ARE CREATED.11.IF DURING CONSTRUCTION OPERATIONS ANY LOOSE MATERIALS ARE DEPOSITED IN THE FLOW LINE OF GUTTERS, DRAINAGESTRUCTURES, OR DITCHES SUCH THAT THE NATURAL FLOW LINE OF WATER IS OBSTRUCTED, THIS LOOSE MATERIAL SHALL BEREMOVED.12.ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE SYSTEMS BY THE USE OF INLET PROTECTION OROTHER APPROVED FUNCTIONAL METHODS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT RESULTING FROMCONSTRUCTION ACTIVITIES ASSOCIATED WITH THIS PROJECT.13.CONSTRUCTION ACCESS POINTS TO THE SITE SHALL BE PROTECTED IN SUCH A WAY AS TO PREVENT TRACKING OF MUD OR SOIL ONTOPUBLIC THOROUGHFARES. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVEDIMMEDIATELY BY THE CONTRACTOR.14.MAINTAIN SILT FENCING AT ALL TIMES IN AN UPRIGHT POSITION. CLEAN SILT FROM FENCING/FILTER SOCKS ON A REGULAR BASIS AS PERTHE STANDARD SPECIFICATIONS. SILT FENCES MUST BE CLEANED OUT WHEN THEY ARE 50% FULL. FILTER SOCKS MUST BE CLEANEDOUT WHEN THEY ARE 33% FULL.15.CONTRACTOR TO LOCATE/RELOCATE FILTER SOCKS AS NECESSARY THROUGHOUT THE PROJECT TO CONTROL EROSION/SEDIMENT.16.REMOVE ALL TEMPORARY EROSION/SEDIMENTATION CONTROLS NOT CALLED OUT TO REMAIN AFTER SITE HAS BEEN STABILIZED ANDAPPROVED BY THE OWNER'S REPRESENTATIVE.17.CONTRACTOR TO USE EXTREME CAUTION WHILE INSTALLING SILT FENCE OR OTHER EROSION CONTROL DEVICES SO AS NOT TO DAMAGEUNDERGROUND UTILITIES.18.WHERE WATER IS PUMPED FROM EXCAVATIONS ON SITE, PROVISIONS SHALL BE MADE TO REMOVE SEDIMENT FROM THE WATER BEFOREIT IS RELEASED INTO THE STORM SEWER SYSTEM. METHODS INCLUDE: SEDIMENT TRAPS, DEWATERING BASINS, AND FILTER BAGS.REFER TO THE EVERSOURCE BEST MANAGEMENT PRACTICES MANUAL FOR MASSACHUSETTS AND CONNECTICUT FOR DETAILS.19.WHERE WATER IS RELEASED FROM A DEWATERING SYSTEM, PRECAUTIONS SHALL BE TAKEN TO ENSURE THAT EROSION GULLIES DONOT FORM. DEWATERING SYSTEMS SHALL BE SURROUNDED BY STRAW BALES. DISCHARGE DEWATERING VOLUMES TO ADJACENT,UNIMPROVED UPLANDS AWAY FROM WETLANDS. DISCHARGE TO STORMWATER CATCH BASINS MAY REQUIRE PERMITS; CONSULT WITHEVERSOURCE ENVIRONMENTAL LICENSING AND PERMITTING.20.CONCRETE SLURRY AND DUST FROM SAWCUTTING ACTIVITIES IS PROHIBITED FROM ENTERING THE STORM SEWER SYSTEM. ALL STORMINTAKES LOCATED NEAR SAWCUTTING ACTIVITIES ARE REQUIRED TO BE PROTECTED. SAWCUT SLURRY AND DUST MUST BE CONTAINED,CLEANED UP, AND DISPOSED OF OFF-SITE. A TEMPORARY 8" FILTER SOCK IS REQUIRED.21.SANITARY WASTE DISPOSAL: ALL LOCATIONS OF PORTABLE RESTROOM FACILITIES MUST BE IDENTIFIED ON THE PLAN. IN THE EVENTTHAT PORTABLE RESTROOM FACILITIES ARE USED ON-SITE, THE CONTRACTOR IS REQUIRED TO INSTALL AN 8" FILTER SOCK AROUNDTHE FACILITY TO MINIMIZE THE RADIUS OF THE AFFECTED ZONE IN THE EVENT OF A SPILL. WASTES SHALL BE COLLECTED AND DISPOSEDOF IN COMPLETE COMPLIANCE WITH LOCAL, STATE AND FEDERAL REGULATIONS. PORTABLE RESTROOM FACILITIES MUST NOT BELOCATED NEAR DRAINAGE WAYS. RELOCATE AS REQUIRED FOR CONSTRUCTION.22.POLLUTION AND SPILL PREVENTION PLANNING: POTENTIALLY HAZARDOUS MATERIALS ON THE CONSTRUCTION SITE INCLUDE FUEL,LUBRICANTS, CURING COMPOUNDS, FERTILIZERS, GREASE AND CLEANING SOLVENTS. THE CONTRACTOR STAGING AREA FOR PORTABLERESTROOM FACILITIES, TEMPORARY FUEL TANKS, WASTE CONTAINERS AND OTHER HAZARDOUS CHEMICALS MUST BE PROTECTED BYAN 8" FILTER SOCK AT ALL TIMES. ALL REASONABLE PRECAUTIONS WILL BE TAKEN TO PREVENT SPILLS. ANY SPILLED MATERIAL WILLIMMEDIATELY BE DIRECTED AWAY FROM STORMWATER INTAKES, DETENTION BASINS, OR DRAINAGE WAYS. SPILLED MATERIALS WILL BECLEANED AND, IF NECESSARY, SOIL REMEDIATION PRACTICES WILL BE USED. A RECORD OF SPILLS WILL BE MAINTAINED BY THE PRIMECONTRACTOR. RELOCATE AS REQUIRED FOR CONSTRUCTION.23.CONCRETE, PAINT AND GROUT WASHOUT AREA: THE WASHOUT AREA SHOULD BE AN APPROVED CONCRETE WASHOUT CONTAINER,COLLECTION BAG, OR WASHOUT BOX. IF USING FILTER SOCKS, STACK TWO (2) TALL AND LINE WITH AN IMPERMEABLE PLASTIC LINER.CONTRACTOR TO HAUL OFF ALL WASTE MATERIAL. ALL LOCATIONS OF CONCRETE, PAINT AND GROUT WASHOUT AREAS MUST BEPROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE PLAN.THE CONTRACTOR IS REQUIRED TO INSTALL A SIGN THAT DESIGNATESTHE WASHOUT AREA. RELOCATE AS REQUIRED FOR CONSTRUCTION.24.SPILL KIT: A SPILL KIT IS REQUIRED TO BE ON-SITE AND LOCATION NOTED ON THE STORMWATER POLLUTION PREVENTION PLAN. THESPILL KIT SHOULD BE DESIGNED TO DEAL WITH ANY HAZARDOUS MATERIALS ON-SITE.THE SPILL KIT SHALL BE A SEALED STORAGE SHEDLOCATED NEAR THE CONSTRUCTION TRAILER OR FUELING AREA. THE SPILL KIT SHALL CONTAIN, BUT NOT BE LIMITED TO THEFOLLOWING ITEMS: A GARBAGE CAN, GLOVES, SAFETY GOGGLES, BROOM AND DUST PAN AND OIL ABSORBENT CLAY CHIPS OR PADS.THE SPILL KIT SHALL BE RESTOCKED AS SUPPLIES ARE USED. THE CONTRACTOR SHALL INSTALL A SIGN THAT DESIGNATES THE SPILLKIT. RELOCATE AS REQUIRED FOR CONSTRUCTION.25.DUST CONTROL: THE CONTRACTOR SHALL MINIMIZE SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES. POSSIBLEDUST CONTROL MEASURES INCLUDE VEGETATIVE COVER, STONE, WATER/SPRINKLING, BARRIERS, PLASTIC COVERINGS, AND CALCIUMCHLORIDE. REFER TO THE EVERSOURCE BEST MANAGEMENT PRACTICES MANUAL FOR MASSACHUSETTS AND CONNECTICUT.26.STOCKPILED MATERIALS: CONTRACTOR TO IDENTIFY ALL LOCATIONS OF STOCKPILED MATERIALS ON THE STORMWATER POLLUTIONPREVENTION PLAN. CONTRACTOR SHALL PROVIDE ALL EROSION/SEDIMENTATION CONTROLS AS REQUIRED TO CONTAIN MATERIALSON-SITE. AT A MINIMUM, THE CONTRACTOR IS REQUIRED TO PROVIDE SILT FENCE/FILTER SOCKS AROUND STOCKPILED SOILS BEFORESTOCKPILE IS RE-SPREAD. IF STOCKPILE SOILS WILL REMAIN INACTIVE FOR 14 DAYS OR MORE, THE CONTRACTOR TO SHALL COVER ORPROVIDE TEMPORARY STABILIZATION CONTROLS.27.SEQUENCE OF MAJOR ACTIVITIES: INCORPORATE ALL TEMPORARY STABILIZING AND PERMANENT EROSION/SEDIMENT CONTROLFEATURES AT THE EARLIEST TIME PRACTICABLE. THE CONTRACTOR SHALL AMEND THE SWPPP WHENEVER THERE IS A CHANGE INDESIGN, CONSTRUCTION, OPERATION OR MAINTENANCE OF A STORMWATER BMP.EROSION AND SEDIMENT CONTROL NOTESTHE EROSION AND SEDIMENT CONTROLS IDENTIFIEDON THIS DRAWING ARE TO BE INSTALLED ASCONSTRUCTION ACTIVITIES ALLOW. ALL TEMPORARYCONTROLS TO REMAIN UNTIL THE SITE HAS BEENSTABILIZED AND APPROVED BY THE OWNER'SREPRESENTATIVE.LEGENDSILT FENCEPROJECT SITE/DISTURBED AREAFINISHED GRADEDIRECTION OF DRAINAGETEMPORARY ROLLED EROSIONCONTROL PRODUCTSTABILIZED CONSTRUCTIONENTRANCE/ EXITCONTRACTOR STAGING AREA FORPORTABLE RESTROOM FACILITIES,TEMPORARY FUEL TANKS, WASTECONTAINERS AND OTHERHAZARDOUS CHEMICALS. RELOCATEAS REQUIRED FOR CONSTRUCTION.SWPPP DOCUMENT LOCATIONSPILL KIT TO BE INSTALLED ANDRELOCATED AS REQUIRED FORCONSTRUCTIONCONCRETE, PAINT, AND GROUTWASHOUT AREA PER SUDASSECT 11,050. CONTRACTOR TOHAUL OFF WASTE MATERIAL.SUGGESTED LOCATION.RELOCATE AS REQUIRED FORCONSTRUCTION.PORTABLE RESTROOMFACILITY LOCATIONTURF REINFORCEMENT MATCONTRACTOR TO DETERMINEPREFERRED LOCATION DURINGEACH PHASE OF CONSTRUCTION.LOCATION TO BE CONFIRMED BYTHE OWNER, TYP.CLEANUP OF DIRT AND DEBRISIS REQUIRED. CONTRACTORSHALL USE ALL METHODSNECESSARY TO PREVENTTRACKING OFF-SITE AT ALLTIMES AND AS REQUIRED BYTHE OWNER. CONTRACTORSHALL ANTICIPATE THE USE OFDUST CONTROL MEASURES.STORE SWPPP DOCUMENTSIN MAILBOX NEAR EDGE OFCONSTRUCTION OR WITHINCONSTRUCTION TRAILER WILLOW STREET0+000+3010.0'PROPERTY LINE, TYP.PROPERTY LINE, TYP.30' PARKING FRONTYARD SETBACK10' PARKING REARYARD SETBACKPROP. STORMWATERMANAGEMENT AREAEXTERIOR FENCEEXIST. STORAGEPROP. DRIVEWAY ENTRANCE200' BUFFER FORRIVER, TYP.DISTURBANCE LIMITS, TYP.PLANTING BED BOUND BYSPADE CUT EDGEPLANTING BED BOUND BYSPADE CUT EDGEPLANTING BED BOUND BYSPADE CUT EDGEPLANTING BED BOUND BYSPADE CUT EDGEPLANTING BED BOUND BYPAVEMENTRIVER ROCK BED AT FENCE ANDFENCE GATESRIVER ROCK BED AT FENCE ANDFENCE GATESPROTECT EXISTING TREESEXISTING TREE LINE TO BE PROTECTEDAS LANDSCAPE BUFFERPLANTING BED WITH DECEDIOUSTREES AND EVERGREEN TREESALONG FENCE IN BUFFERYARD.TREE PLANTINGS ATDETENTION AREAPLANTING BED WITH DECEDIOUSTREES AND EVERGREEN TREESALONG FENCE IN BUFFERYARD.RETAINING WALLTREESCODEQTYBOTANICAL NAMECOMMON NAMEROOTSIZEACE SA29Acer SaccharumSugar MapleB & B3"CalBET RIV16Betula nigraRiver BirchB & B3"CalCAR AME16Carpinus carolinianaAmerican HornbeamB & B3"CalNYS SYL8Nyssa sylvaticaBlack TupeloB & B3"CalQUE BIC16Quercus bicolorSwamp White OakB & B3"CalEVERGREEN TREESCODEQTYBOTANICAL NAMECOMMON NAMEROOTSIZETHU IBI20Thuja x 'Green Giant'Green Giant ArborvitaeB & B7-8` HTSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMEROOTSIZEKAL LAT45Kalmia latifoliaMountain Laurel3 gal24 - 30" HtVIB DEN39Viburnum dentatumArrowwood Viburnum3 gal30 - 36" Ht.ORNAMENTAL GRASSCODEQTYBOTANICAL NAMECOMMON NAMEROOTSIZECAL KAR80Calamagrostis x acutiflora 'Karl Foerster'Karl Foerster Feather Reed Grass3 gal24 - 30" HtPAN VIR57Panicum virgatumSwitch Grass2 gal24 - 30" HtSPO TAR246Sporobolus heterolepis 'Tara'Tara Prairie Dropseed3 gal12 - 18" Ht.PLANT SCHEDULEDRAWN BY APPROVED BY ISSUED FOR ISSUE DATE FIELD BOOK: PROJECT NUMBER Printed:C401LANDSCAPE PLAN SLB EAW PERMIT 01/19/2023 3172201210 --- YARMOUTH ERP EVERSOURCE ENERGY, INC. 484 WILLOW STREET, YARMOUTH, MA 02673 P:\Projects\CH\3172201210\Deliverables\Drawings\1_Civil\Landscape Plan.dwg1/18/2023 5:08:41 PM APRELIMINARY - NOT FOR CONSTRUCTION 12341234BCDEFABCDEF440 NORTH WELLS STREET, SUITE 320 CHICAGO, ILLINOIS 60654 312.324.5500 | SHIVE-HATTERY.COMEMILY WILLIAMSON, PE 57865 01/19/2023LEGENDDISTURBANCELIMITSTURF GRASSSEED MIXRIVER ROCKBED RIVERROCK 3" DEPTHW/ BARRIERFABRIC1.PROTECT ALL EXISTING AND NEW STRUCTURES AND UTILITYSERVICES DURING INSTALLATION OF ALL PLANT MATERIAL. IFCONFLICTS EXIST BETWEEN PROPOSED PLANTING LOCATIONSAND OTHER STRUCTURES AND UTILITIES, CONTRACTOR SHALLCOORDINATE PLANTING ADJUSTMENTS WITH LANDSCAPEARCHITECT PRIOR TO INSTALLATION.2.ALL PLANTING WORK SHALL BE COORDINATED WITH THE WORKOF OTHER TRADES ON SITE.3.LANDSCAPE CONTRACTOR IS REQUIRED TO MAINTAIN POSITIVEDRAINAGE ON THE SITE FOLLOWING ACCEPTANCE OF GRADINGCONDITIONS. REFER TO GRADING PLAN FOR CONTOURS ANDSPOT ELEVATIONS.4.SITE CLEAN-UP SHALL BE PERFORMED ON A DAILY BASIS. SIDEWALKS, PARKING LOTS, ROADWAYS, ETC. SHALL BE KEPTCLEAN AT ALL TIMES.5.EXCESS AND WASTE MATERIALS SHALL BE DISPOSED OFF-SITEIN ACCORDANCE WITH APPLICABLE GOVERNMENTALREGULATIONS.6.CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE DUE TOOPERATIONS INSIDE AND OUTSIDE OF THE CONTRACT LIMITLINE. ANY AREAS OUTSIDE THE LIMIT OF WORK THAT AREDISTURBED SHALL BE RESTORED TO ITS ORIGINAL CONDITIONAT NO ADDITIONAL COST TO THE OWNER.7.ALL TREES, SHRUBS, AND PERENNIAL PLANTS ARE LISTED INTHIS PLANT SCHEDULE. IF DISCREPANCIES EXIST BETWEENQUANTITIES SHOWN ON THE DRAWINGS AND QUANTITIESLISTED IN THE PLANT SCHEDULE, THE PLAN QUANTITIES SHALLPREVAIL.8.PLANT LOCATIONS SHOWN ON PLANS ARE REPRESENTATIONALONLY. FIELD ADJUSTMENTS OF PROPOSED PLANT LOCATIONSMAY BE REQUIRED TO MINIMIZE POTENTIAL INTERFERENCEWITH EXISTING UTILITIES, TO MINIMIZE HAZARDS TO PLANTGROWTH AND TO IMPROVE MAINTENANCE CONDITIONS. PLANTLOCATIONS SHALL BE APPROVED BY THE OWNER'SREPRESENTATIVE PRIOR TO PLANT MATERIAL INSTALLATION.9.ALL PLANT MATERIALS MUST CONFORM TO AMERICANSTANDARDS FOR NURSERY STOCK (A.S.N.S.), LATEST EDITIONPUBLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN,WASHINGTON D.C. LARGER SIZED PLANT MATERIALS OF THESPECIES LISTED MAY BE USED IF THE STOCK CONFORMS TOTHE A.S.N.S.10.ALL LANDSCAPE ON SITE SHALL BE PER CITY CODE LANDSCAPEREQUIREMENTS,11.ANY PROPOSED SUBSTITUTIONS OF PLANT SPECIES SHALL BEMADE WITH PLANTS OF EQUIVALENT OVERALL FORM, HEIGHT,BRANCHING HABIT, FLOWER, LEAF, COLOR, FRUIT ANDCULTURE, AND ONLY AFTER WRITTEN APPROVAL OF THELANDSCAPE ARCHITECT.12.THE CONTRACTOR SHALL SUBMIT DOCUMENTATION VERIFYINGSEED LABEL AND PLANT CULTURE, SIZE, AND CONDITION, ASWELL AS NURSERY CERTIFICATION TO LANDSCAPE ARCHITECTFOR APPROVAL PRIOR TO INSTALLATION. THE OWNER AND/ORLANDSCAPE ARCHITECT RESERVE THE RIGHT TO REJECTPLANTS THAT DO NOT CONFORM TO PROJECT SPECIFICATIONSAND ANSI STANDARDS UPON DELIVERY TO THE SITE.13.ALL PLANT MATERIALS SHALL BE PLANTED WITHIN 48 HOURS OFARRIVAL ONSITE.14.THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRISAND MATERIALS INJURIOUS TO PLANT GROWTH FROM PLANTINGPITS AND BEDS PRIOR TO BACKFILLING WITH PLANTING SOILMIX.15.ALL PLANTING BEDS SHALL RECEIVE 12" DEPTH IMPORTEDPLANTING SOIL MIX.16.PROVIDE A SPADE-CUT EDGE AT THE PERIMETER OF ALLMULCHED PLANTING BEDS UNLESS OTHERWISE NOTED, SEEDETAIL.17.STEEL EDGING SHALL BE PROVIDED AT ROCK BED AND FENCELINE BED. EDGING SHALL BE SURE-LOC BLACK COATED STEELEDGING SIZED 1/8" X 4" X 16'. OR APPROVED EQUIVALENT.18.APPLY PRE-EMERGENT WEED PREVENTER TO PLANTING AREASPRIOR TO MULCHING. TOP-DRESS PLANTING AREAS WITHDOUBLE-SHREDDED HARDWOOD MULCH TO A DEPTH OF 3".19.SEED ALL DISTURBED AREAS UNLESS OTHERWISE NOTED.SEEDMIX SHALL BE PER MASSACHUSETTS DOT SPECIFICATIONS ANDSHALL BE IN ACCORDANCE WITH APPROPRIATE SEEDING DATESAND SHALL BE MIX SPECIFIED UNLESS OTHER WISE APPROVED.20.ALL SOD AREAS SHALL RECEIVE A MINIMUM 8" DEPTH OFTOPSOIL. TILL TOPSOIL INTO IN-SITU SOILS TO A DEPTH OF 4".21.ALL PLANT MATERIAL SHALL BE GUARANTEED TO BE IN A LIVEAND HEALTHY GROWING CONDITION FOR TWO FULL GROWINGSEASONS (TWO YEARS) AFTER FINAL PROJECT ACCEPTANCEOR SHALL BE REPLACED FREE OF CHARGE, BY CONTRACTOR,WITH THE SAME GRADE AND SPECIES.22.EXISTING TREE PLANTING SHALL BE PROTECTED IN ALL AREASAS REQUIRED. UNLESS OTHERWISE NOTED OR APPROVED BYTHE OWNER OR OWNERS REPRESENTATIVE.23.ANY EXISTING TREE PLANTINGS THAT ARE UNABLE TO BEPROTECTED SHALL BE DISCLOSED TO THE OWNER OR OWNERSREPRESENTATIVE PRIOR TO ANY REMOVALS. AREAS THATEXISTING TREES CALLED TO BE PRESERVED AND CANNOT BESHALL HAVE NEW TREES AND SHRUBS PLANTED IN AREAS ASAPPROVED BY OWNER OR OWNERS REPRESENTATIVE. TREES INLOCATIONS NOT ABLE TO BE PRESERVED SHALL BELANDSCAPE NOTESSTEELEDGINGXSE MA UPLANDRESTORATIONSEED MIXPLANT BEDWITH 3"SHREDDEDHARDWOODMULCH