HomeMy WebLinkAbout228 RT 28 Site Plan Set r3FEBRUARY 2024G-1SHEET:GREEN SEAL ENVIRONMENTAL, LLCSITE PLAN PROPOSED MIXED-USE BUILDINGYARMOUTH, MASSACHUSETTS228 ROUTE 28VICINITY MAPNOT TO SCALEUSGS TOPOGRAPHIC MAP1"=1000'LOCATION MAP1"=400'APPLICANT:LIST OF DRAWINGSDRAWINGSHEETPROJECTLOCATIONPROJECTLOCATIONPROJECTLOCATIONGREEN SEAL ENVIRONMENTAL, LLC114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562TEL: (508) 888-6034 FAX: (508) 888-1506WWW.GSEENV.COMCIVIL ENGINEERCONSTRUCTIONMANAGER &ARCHITECTCONSERV GROUP110 STATE ROADSAGAMORE BEACH, MA 02562508-888-6555ASSESSOR'S REFERENCE 37-148OWNER:COVER SHEETGRADING & DRAINAGE PLANDEMOLITION & EROSION CONTROLC-5C-2G-1EXISTING CONDITIONS PLANC-1LAYOUT & MATERIALS PLAN C-3NOTES & LEGEND G-2DETAILS D-1 to D-7A PLUS REAL ESTATE LLC206 BARNSTABLE ROADHYANNIS, MA 02601UTILITY PLANC-4LANDSCAPINGC-6A PLUS REAL ESTATE LLC206 BARNSTABLE ROADHYANNIS, MA 02601REVISED JUNE 19 2024TURNING RADIUS PLANTR-1LIGHTINGC-7
ENVIRONMENTAL - EROSION & SEDIMENT CONTROL NOTES1.THE SITE CONSTRUCTION FOREMAN SHALL BE RESPONSIBLE FOR THE DAILY INSPECTION AND MAINTENANCE OF ALL SEDIMENT AND EROSION CONTROLS AND SHALLIMPLEMENT ALL NECESSARY MEASURES TO CONTROL EROSION AND PREVENT SEDIMENT FROM LEAVING THE SITE.2.THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS DETERMINED NECESSARY IN THE FIELD BY THEENGINEER BEFORE ANY CONSTRUCTION ACTIVITIES ARE TO BEGIN. THESE MEASURES SHALL BE INSPECTED, MAINTAINED AND REPLACED AS NECESSARY DURING THEENTIRE CONSTRUCTION PERIOD OF THE PROJECT. SUCH MEASURE SHALL REPRESENT THE LIMIT OF WORK AND ALL WORKERS SHALL BE INFORMED THAT NOCONSTRUCTION ACTIVITY IS TO OCCUR BEYOND THE LIMIT OF WORK AT ANY TIME THROUGH THE CONSTRUCTION PERIOD.3.A MINIMUM SURPLUS OF 25-FEET OF EROSION CONTROL BARRIER (SILT FENCE, STRAW BALE, &/OR SILT SOCK) SHALL BE STORED ONSITE AT ALL TIMES.4.THE CONTRACTOR SHALL PREVENT ANY SEDIMENT TRANSPORT TO THE ADJACENT PROPERTIES DURING CONSTRUCTION AND UNTIL ACCEPTANCE BY THEOWNER/ENGINEER.5.UPON REMOVAL OF THE EXISTING PAVED SURFACE, A CONSTRUCTION EXIT MAY BE REQUIRED AS SHOWN IN THE DETAILS TO SHED DIRT FROM CONSTRUCTION VEHICLETIRES. THE CRUSHED STONE PAD WILL BE REPLACED/CLEANED AS NEEDED TO MAINTAIN ITS EFFECTIVENESS AND RECONSTRUCTED AS NECESSARY DURING SEPARATEPHASES OF THE PROJECT.6.THE LIMIT OF ALL CLEARING, GRADING AND DISTURBANCE SHALL BE KEPT TO A MINIMUM WITHIN THE PROPOSED AREA OF CONSTRUCTION. THE CONTRACTOR SHALLPHASE THE SITE WORK IN A MANNER TO MINIMIZE AREAS OF EXPOSED OR UN-STABILIZED SOIL. IF TREES ARE TO BE CUT ON THE ENTIRE SITE, ONLY THOSE AREASWHICH ARE ACTIVELY UNDER CONSTRUCTION SHALL BE GRUBBED. THE REQUIRED SEDIMENTATION CONTROL FACILITIES MUST BE PROPERLY ESTABLISHED, CLEARLYVISIBLE AND IN OPERATION PRIOR TO INITIATING ANY LAND CLEARING ACTIVITY AND/OR OTHER CONSTRUCTION RELATED WORK.7.IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR LOCAL WEATHER REPORTS DURING CONSTRUCTION AND PRIOR TO SCHEDULING EARTHMOVING OR OTHERCONSTRUCTION ACTIVITIES WHICH WILL LEAVE LARGE DISTURBED AREAS UN-STABILIZED. IF INCLEMENT WEATHER IS FORECAST, THE CONTRACTOR SHALL USE THEIRBEST PROFESSIONAL JUDGEMENT WHEN SCHEDULING CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ENSURING THE NECESSARY EROSION CONTROLDEVICES ARE INSTALLED AND FUNCTIONING PROPERLY TO MINIMIZE EROSION FROM ANY IMPENDING WEATHER EVENTS.8.SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED AND MAINTAINED ON WEEKLY BASIS AND AFTER EACH RAINFALL EVENT OF 0.25 INCH ORGREATER DURING CONSTRUCTION TO ENSURE THAT THE EROSION AND SEDIMENTATION CONTROL MEASURES ARE OPERATING/FUNCTIONING PROPERLY. IDENTIFIEDDEFICIENCIES SHALL BE CORRECTED IMMEDIATELY AND NO LATER THAN 24 HOURS AFTER IDENTIFICATION.9.SOIL STOCKPILES LEFT OVERNIGHT SHALL BE SURROUNDED ON THEIR PERIMETERS WITH SILT SOCK, SILT FENCE, STRAW BALES, OR A COMBINATION OF SILT FENCE WITHSTRAW BALES.10.DISTURBED AREAS AND SLOPES SHALL NOT BE LEFT UNATTENDED OR EXPOSED FOR EXCESSIVE PERIODS OF TIME SUCH AS DURING THE INACTIVE WINTER SEASON. THECONTRACTOR SHOULD PROVIDE APPROPRIATE STABILIZATION PRACTICES ON ALL DISTURBED AREAS AS SOON AS POSSIBLE BUT NOT MORE THAN 14 DAYS AFTER THECONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY OR PERMANENTLY CEASED, TEMPORARY AREAS HAVING A SLOPE GREATER THAN 4:1 SHALL BE REINFORCEDWITH EROSION BLANKETS OR APPROVED EQUAL UNTIL THE SITE IS PROPERLY STABILIZED. TEMPORARY SWALES MAY ALSO BE REQUIRED IF DETERMINED NECESSARY INTHE FIELD BY THE ENGINEER.11.THE CONTRACTOR SHALL INSTALL A SILT SACK OR APPROVED EQUIVALENT IN EACH EXISTING CATCH BASIN RECEIVING RUNOFF FROM THE SITE. UPON THE INSTALLATIONOF ANY NEW CATCH BASIN, THE CONTRACTOR SHALL INSTALL A SILT SACK OR APPROVED EQUIVALENT. THESE ARE TO BE INSPECTED AFTER EACH SIGNIFICANT STORMEVENT AND EMPTIED AS NEEDED DURING THE ENTIRE CONSTRUCTION PERIOD.12.SMALL SEDIMENTATION BASINS MAY BE CONSTRUCTED ON AN AS-NEEDED BASIS DURING CONSTRUCTION TO AID IN THE CAPTURE OF SITE RUNOFF AND SEDIMENT. ITWILL BE THE RESPONSIBILITY OF THE CONTRACTOR, IN CONSULTATION WITH THE ENGINEER, TO SIZE AND CONSTRUCT THESE BASINS IN APPROPRIATE LOCATIONS.13.ALL EXITS FROM THE SITE SHALL BE SWEPT AS NECESSARY, INCLUDING ANY TRACKING TO ENSURE SEDIMENT IS CONTAINED ONSITE. PAVED AREAS SHALL BE SWEPT ASNEEDED TO REMOVE SEDIMENT OR POTENTIAL POLLUTANTS WHICH MAY ACCUMULATE DURING CONSTRUCTION ACTIVITIES.14.ACCUMULATED SEDIMENT SHALL BE COLLECTED AND DISPOSED OF IN A PRE-APPROVED LOCATION BY THE CONTRACTOR AS DIRECTED BY THE ENGINEER.15.THE CONTRACTOR SHALL PROVIDE ON SITE OR MAKE READILY AVAILABLE THE NECESSARY EQUIPMENT AND SITE PERSONNEL DURING CONSTRUCTION HOURS FOR THEDURATION OF THE PROJECT TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN A TIMELY ANDRESPONSIBLE MANNER. IF SITE WORK IS SUSPENDED DURING THE WINTER MONTHS THE CONTRACTOR SHALL BE REQUIRED TO PROVIDE PERSONNEL AND EQUIPMENTEITHER ON SITE OR MAKE READILY AVAILABLE TO ENSURE ALL EROSION AND SEDIMENTATION CONTROL DEVICES ARE PROPERLY MAINTAINED AND REPAIRED IN ATIMELY AND RESPONSIBLE MANNER16.IF DEWATERING IS NECESSARY DURING CONSTRUCTION, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO IMPLEMENT PROPER MEASURES INCLUDINGDEWATERING BAGS, TEMPORARY STRAW BALES, SILT FENCES, SILT SOCKS AND/OR OTHER APPROVED DEVICES. THE DEWATERING MEASURES SHALL BE APPROVED BYTHE ENGINEER.17.ALL SEDIMENT COLLECTED IN THE TEMPORARY/PARTIALLY CONSTRUCTED RETENTION AREAS WILL BE REMOVED AND DISPOSED OF PROPERLY PRIOR TO FILTER FABRICAND MEDIA INSTALLATION WITHIN THE RETENTION AREAS. PARTIALLY CONSTRUCTED RETENTION AREAS WILL HAVE A SURFACE ELEVATION AT A MINIMUM 1-FOOTABOVE THE BOTTOM OF MEDIA ELEVATION OR AS INDICATED IN THE PLANS. THIS WILL ALLOW AN OVER-DIG OF THE COLLECTED SEDIMENT FROM WITHIN THERETENTION AREA PRIOR TO MEDIA/FABRIC INSTALLATION.18.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTROL DUST, BY WATERING OR OTHER APPROVED METHODS AS NECESSARY, OR AS DIRECTED BY THEENGINEER AT NO EXTRA COST TO THE OWNER.19.THE CONTRACTOR SHALL ROUTINELY INSPECT THE PERIMETER OF THE SITE PROPERTY TO GATHER AND REMOVE CONSTRUCTION DEBRIS BEFORE IT LEAVES THE SITE. ALLDEMOLITION DEBRIS SHALL BE PROMPTLY REMOVED FROM THE SITE AND PROPERLY DISPOSED OF. ALL TRUCKS AND CONTAINERS LEAVING THE SITE SHALL BE COVERED.20.CEMENT TRUCKS SHALL NOT BE WASHED ONSITE. ANY CEMENT OR CONCRETE PRODUCTS LEAVING THE SITE OR ENTERING RESOURCE AREAS SHALL BE REMOVED BYHAND AT THE CONTRACTOR'S EXPENSE. A CONCRETE WASHOUT BASIN MAY BE PROVIDED ON SITE FOR WASHING ONSITE MIXERS AND TOOLS.21.BURIAL OF ANY STUMPS, SOLID DEBRIS, AND/OR STONES/BOULDERS ONSITE IS PROHIBITED UNLESS OTHERWISE INDICATED BY THE ENGINEER. NO ROAD SALT, SAND, OROTHER DE-ICING CHEMICALS SHALL BE USED ON THE ACCESS ROADWAYS.22.THE CONTRACTOR IS RESPONSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE DURING CONSTRUCTION OF ALL STORMWATER FACILITIES INSTALLED OR IMPACTEDBY THE PROJECT. ANY SEDIMENT OR DEBRIS COLLECTED WITHIN THESE FACILITIES FROM THE PROJECT WORK SHALL BE REMOVED PRIOR TO THE OWNER'S ACCEPTANCE.GENERAL CONSTRUCTION NOTES1.ALL SITE PREPARATION NECESSARY TO COMPLETE THIS PROJECT IS HE SOLE RESPONSIBILITY OF THE CONTRACTOR.2.THE CONTRACTOR SHALL COORDINATE ALL NECESSARY POLICE DETAILS WITH THE LOCAL POLICE DEPARTMENT.3.THE CONTRACTOR SHALL MAKE ALL NECESSARY CONSTRUCTION NOTIFICATIONS AND APPLY FOR AND OBTAIN ALL REQUIRED CONSTRUCTIONPERMITS. ALL FEES INCLUDING POLICE DETAILS AND POSTING OF BONDS, ARE TO BE PAID BY THE CONTRACTOR, AND COORDINATED WITH THEOWNER AND THE ENGINEER.4.ALL EXISTING CONDITIONS SHOWN SHALL BE CONSIDERED APPROXIMATE AND ARE BASED ON THE BEST INFORMATION AVAILABLE. THECONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED CONDITIONS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANYKNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER ANDTHE ENGINEER PRIOR TO INSTALLING ANY WORK.5.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ONTHESE PLANS ARE BASED ON RECORDS OF PREVIOUS OWNERS, VARIOUS UTILITY COMPANIES, AND WHEREVER POSSIBLE, MEASUREMENTS TAKENIN THE FIELD. THIS INFORMATION IS NOT GUARANTEED AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES ANDSTRUCTURES SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR MUST CONTACTTHE APPROPRIATE UTILITY COMPANIES, ANY GOVERNING PERMITTING AUTHORITIES, AND "DIGSAFE" AT LEAST 72 HOURS PRIOR TO ANYEXCAVATION WORK TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVECONFLICTS BETWEEN THE PROPOSED UTILITIES AND FIELD-LOCATED UTILITIES AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEERIMMEDIATELY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED, INCOMPLETELY ORINACCURATELY SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ACCURATE RECORDS OF THE LOCATION AND ELEVATION OFALL WORK INSTALLED AND EXISTING UTILITIES FOUND DURING CONSTRUCTION FOR THE PREPARATION OF THE AS-BUILT PLAN.6.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EXISTING UTILITIES IN WORKING ORDER AND FREE FROM DAMAGE DURING THE ENTIREDURATION OF THE PROJECT. ALL COSTS RELATED TO THE REPAIR OF UTILITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCAVATIONREQUIRED WITHIN THE PROXIMITY OF EXISTING UTILITY LINES SHALL BE DONE BY HAND. CONTRACTOR SHALL REPAIR ANY DAMAGE TO EXISTINGUTILITY LINES OR STRUCTURES INCURRED DURING CONSTRUCTION OPERATIONS AT NO COST TO THE OWNER.7.THE CONTRACTOR SHALL UTILIZE ALL PRECAUTIONS AND MEASURES TO ENSURE THE SAFETY OF THE PUBLIC, ALL PERSONNEL AND PROPERTYDURING CONSTRUCTION IN ACCORDANCE WITH OSHA STANDARDS, INCLUDING BARRICADES, SAFETY LIGHTING, CONES, POLICE DETAIL AND/ORFLAGMEN AS DETERMINED NECESSARY BY THE ENGINEER AND/OR OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF POLICEDETAIL AND FOR COORDINATING WITH THE LOCAL OR STATE POLICE DEPARTMENT FOR ALL REQUIRED POLICE DETAIL.8.ALL TRENCHING WORK WITHIN A PUBLIC OR PRIVATE ROADWAY SHALL BE COORDINATED WITH THE OWNER AND/OR PROPER LOCAL & STATEAGENCIES. TRENCH SAFETY AND RELATED PERMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THIS WORK MAY BE REQUIRED TO TAKEPLACE OUTSIDE OF NORMAL HOURS OF OPERATION FOR THE FACILITY.9.ALL TRENCH WORK WITHIN EXISTING PAVEMENT SHALL BE NEATLY SAWCUT PER THE APPLICABLE DETAILS. TRENCH WORK BACKFILL SHALL BEPLACED AND COMPACTED IN 8-INCH LIFTS OR AS OTHERWISE INDICATED ON PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANYSETTLING DUE TO INADEQUATE COMPACTION AS DETERMINED BY THE ENGINEER WITHIN THE 12 MONTH WARRANTY PERIOD.10.THE CONTRACTOR SHALL MAKE ALL CONNECTION ARRANGEMENTS WITH UTILITY COMPANIES, AS NECESSARY.11.ALL IMPORTED MATERIAL SHALL BE CLEAN AND FREE OF ANY HAZARDOUS WASTE OR OTHER CHEMICAL CONTAMINATION. NO MATERIAL WILL BEACCEPTED FROM AN EXISTING OR FORMER 21E SITE AS DEFINED BY THE MASSACHUSETTS CONTINGENCY PLAN 310 CMR 40.0000.12.SITE LAYOUT SURVEY REQUIRED FOR CONSTRUCTION WILL BE PROVIDED BY THE CONTRACTOR AND SHALL BE CONDUCTED BY A MASSACHUSETTSREGISTERED PROFESSIONAL LAND SURVEYOR. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE SURVEYOR FOR ALL SITE SURVEYWORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN AS-BUILT PLAN OF THE SITE CONDUCTED BY REGISTERED PROFESSIONAL LANDSURVEYOR AND APPROVED BY THE ENGINEER.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING AND MAINTAINING ALL HORIZONTAL AND VERTICAL CONTROL POINTS DURINGCONSTRUCTION INCLUDING BENCHMARK LOCATIONS AND ELEVATIONS AT CRITICAL AREAS. THE LOCATION OF ALL CONTROL POINTS ANDBENCHMARKS SHALL BE COORDINATED WITH THE ENGINEER.14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL GRADE STAKES AND MONUMENTATION. GRADE STAKES SHALL REMAIN IN PLACEUNTIL A FINAL INSPECTION OF THE SITE HAS BEEN COMPLETED BY THE ENGINEER. ANY RE-STAKING OF PREVIOUSLY SURVEYED SITE FEATURESSHALL BE THE RESPONSIBILITY (INCLUDING COST) OF THE CONTRACTOR.15.UNLESS OTHERWISE SPECIFIED ON THE PLANS AND DETAILS/SPECIFICATIONS, ALL SITE CONSTRUCTION MATERIALS AND METHODOLOGIES ARE TOCONFORM TO THE MOST RECENT VERSION OF THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION CONSTRUCTION SPECIFICATIONSCURRENT AT THE TIME THE WORK IS PERFORMED.16.CONSTRUCTION AND/OR DEMOLITION SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE LAWS AND REGULATIONS REGARDING NOISE,VIBRATION, DUST, SEDIMENTATION CONTAINMENT, HAZARDOUS WASTES AND TRENCH WORK.17.SOLID WASTES AND/OR CONSTRUCTION OR DEMOLITION DEBRIS SHALL BE COLLECTED AND STORED IN A SECURED DUMPSTER. THE DUMPSTERSHALL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT REGULATIONS.18.THE CONTRACTOR SHALL RESTORE ALL SITE SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOTDISTURBED BY CONSTRUCTION SHALL BE LEFT NATURAL. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHERLANDSCAPING AND/OR NATURAL FEATURES. IF THE PLANS FAIL TO IDENTIFY ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIEDBY THE CONTRACTOR PRIOR TO COMMENCEMENT OF ANY WORK.19.UNPAVED AREAS DISTURBED BY THE WORK SHALL HAVE A MINIMUM OF 4-INCHES OF LOAM AND HYDROSEED INSTALLED AS SHOWN ON THE PLANAND/OR DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR WATERING ANY LOAM AND SEEDED AREAS UNTIL GROWTHIS ESTABLISHED AND APPROVED BY THE ENGINEER AND/OR OWNER.20.ALL PROPOSED STRUCTURES AND COMPONENTS SHALL BE DESIGNED BY THEIR MANUFACTURERS TO WITHSTAND AASHTO H-20 LOADING.PRECAST CONCRETE SHALL HAVE A MINIMUM 28-DAY STRENGTH OF 4,000 PSI UNLESS OTHERWISE SPECIFIED BY THE ENGINEER.21.THE CONTRACTOR SHALL PROVIDE A UNIT PRICE COST IN CUBIC YARD MEASURE FOR LEDGE AND/OR BOULDER REMOVAL. LEDGE AND/ORBOULDERS LESS THAN 1 CUBIC YARD IN SIZE BASED ON THE AVERAGE DIMENSIONS WILL NOT BE CONSIDERED PAYABLE ROCK. UNIT PRICE SHALL BEGIVEN FOR BOTH ON AND OFF SITE DISPOSAL. COST OF REPLACEMENT MATERIAL SHALL BE INCLUDED IF ADDITIONAL FILL MATERIAL IS REQUIRED.22.DEVIATION OR ALTERATION OF THE PROPOSED WORK IS TO BE VERIFIED BY THE ENGINEER AND OWNER PRIOR TO CONDUCTING THE WORK.23.AT THE END OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE ALL CONSTRUCTION DEBRIS AND SURPLUS MATERIALS FROM THE SITE. ATHOROUGH INSPECTION OF THE WORK SITE AND PERIMETER IS TO BE MADE AND ALL DISCARDED MATERIALS AND WIND BLOWN OR WATERCARRIED DEBRIS, SHALL BE COLLECTED, AND REMOVED FROM THE SITE.24.CONTRACTOR IS RESPONSIBLE FOR ALL MAINTENANCE AND PLOWING DURING CONSTRUCTION. (INCLUDES ALL TRAVEL WAYS ON SITE).GENERAL GRADING AND DRAINAGE NOTES1.ALL CUT AND FILL SLOPES SHALL BE 3H:1V OR FLATTER UNLESS OTHERWISE NOTED.2.CONTRACTOR SHALL ADJUST AND/OR NEATLY SAWCUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTHTRANSITION AND CONTINUOUS GRADE.3.CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS UNLESSOTHERWISE DIRECTED BY ENGINEER.4.PROPOSED ELEVATIONS ARE SHOWN TO FINISHED PAVEMENT OR GRADE UNLESS OTHERWISE SPECIFIED.BASIC SITE CONSTRUCTION SEQUENCE1.SURVEY AND DELINEATE THE PROPOSED LIMIT OF DISTURBANCE AND LIMIT OF SEDIMENTATION BARRIERS.2.STAKE OUT THE LOCATIONS FOR SEDIMENTATION BARRIERS (STRAW BALES, SILT FENCE, ETC.) AND INSTALL ACCORDING TOTHE PLANS. IN NO CASE IS THE LIMIT OF WORK TO EXTEND BEYOND THE SEDIMENTATION BARRIERS/LIMIT OFDISTURBANCE AS SHOWN ON THE PROJECT APPROVED PLANS.3.INSTALL TEMPORARY CONSTRUCTION ENTRANCES ONLY IN LOCATIONS INDICATED ON PLANS. NO OTHER ENTRANCESSHALL BE USED TO GAIN ACCESS TO THE SITE BY ANY CONSTRUCTION OR DELIVERY VEHICLES. INSTALL ANY OTHERREQUIRED OR NECESSARY EROSION AND SEDIMENT CONTROLS.4.BEGIN NECESSARY CLEARING AND DEMOLITION WORK.5.SURVEY AND STAKE OUT ROADWAY/ACCESS DRIVE CENTERLINES, PARKING AREAS, STRUCTURES, AND OTHER ITEMS ASREQUIRED.6.EXCAVATE AND ROUGH GRADE ANY TEMPORARY BASINS NECESSARY TO CONTROL SITE RUNOFF AND SEDIMENTS.PERMANENT DRAINAGE BASINS SHALL BE TEMPORARILY SEEDED. PERMANENT DRAINAGE BASIN SEEDING AND PLANTINGSHALL BE COMPLETED AFTER THE CONTRIBUTING AREA TO THE BASIN HAS REACHED A MINIMUM OF 80% STABILIZATIONAND IS NO LONGER REQUIRED TO BE USED AS A CONSTRUCTION SEDIMENTATION BASIN.7.BEGIN CLEARING AND GRUBBING IN AREAS REQUIRED. TOPSOIL IS TO BE STRIPPED AND STOCKPILED IN APPROVEDLOCATIONS. TOPSOIL STOCKPILES ARE TO BE PROTECTED BY A SEDIMENT BARRIER.8.INSTALL TEMPORARY CONVEYANCE DEVICES (SWALES, CHECK DAMS, PIPES, ETC.) AS NECESSARY TO CONVEY RUNOFF TOTREATMENT AREAS.9.BEGIN ROUGH GRADING. BRING ROUGH GRADING TO PROPER ELEVATIONS AS SOON AS PRACTICABLE. WORK SHALLPROGRESS DILIGENTLY TO MINIMIZE TIME SOILS ARE UN-STABILIZED.10.BEGIN BUILDING AND UTILITY CONSTRUCTION. CONTRACTOR SHALL BE FREE TO INSTALL UTILITIES IN ANY ORDER HE/SHECHOOSES. ANY EROSION CONTROL DEVICE DISTURBED DURING THE UNDERGROUND UTILITY CONSTRUCTION SHALL BEIMMEDIATELY REPAIRED OR REPLACED IN KIND AND STABILIZED. MODIFY TEMPORARY CONVEYANCE DEVICES ASNECESSARY TO CONVEY RUNOFF TO TREATMENT AREAS.11.INSTALL DRAINAGE STRUCTURES. THE DRAINAGE STRUCTURES ARE TO BE PROTECTED FROM SEDIMENTATION WITHEROSION CONTROL MEASURES UNTIL ALL UN-STABILIZED AREAS ARE STABILIZED WITH STONE SUB-BASE OR VEGETATION.INSTALL SEDIMENT BARRIERS AT ALL POINTS OF ENTRY INTO THE DRAINAGE NETWORK. PARTICULAR CARE SHALL BE TAKENTO PROTECT ANY UNDERGROUND DRAINAGE STRUCTURES FROM SEDIMENT.12.PERMANENTLY SEED ALL DISTURBED AREAS OUTSIDE OF THE AREAS COVERED BY IMPERVIOUS (BUILDINGS, PAVING, ETC.).13.ONCE ALL UNDERGROUND UTILITIES HAVE BEEN CONSTRUCTED, PLACE COMPACTED SUBGRADE SPECIFIED AND ROUGHGRADE THE AREAS ABOVE THE UTILITIES IN ACCORDANCE WITH THE SITE PLANS AND IN ACCORDANCE WITH APPLICABLESTATE AND LOCAL REGULATIONS AS SOON AS POSSIBLE.14.BEGIN PAVING AND HARDSCAPE CONSTRUCTION PER SITE PLANS AND IN ACCORDANCE WITH APPLICABLE STATE ANDLOCAL REGULATIONS. THESE AREAS ARE NOT TO BE PAVED UNTIL THE ENTIRE PERMANENT DRAINAGE SYSTEM HAS BEENINSTALLED AND ALL PIPE CONNECTIONS COMPLETE.15.FINISH PERMANENT STABILIZATION. SWEEP PAVED AND HARDSCAPE AREAS TO REMOVE ALL SEDIMENTS. THECONTRACTOR SHALL CLEAN AND FLUSH THE DRAINAGE STRUCTURES AND PIPES AT THE END OF CONSTRUCTION.CONTRACTOR SHALL INSPECT THE DRAINAGE NETWORK AND REPAIR ANY DAMAGE IMMEDIATELY.16.COMPLETE ALL REMAINING PLANTING AND SEEDING.17.REMOVAL OF ALL TEMPORARY SOIL EROSION AND SEDIMENTATION CONTROL MEASURES FOLLOWING VEGETATIVEESTABLISHMENT OF ALL DISTURBED AREAS SHALL BE APPROVED BY THE ENGINEER AND WHEN THE CONTRIBUTING AREAHAS REACHED A MINIMUM OF 80% STABILIZATION.18.NOTE THAT ANY PERVIOUS PAVING, PERVIOUS HARDSCAPE, VEGETATIVE STORMWATER PRACTICES, OR WETLANDREPLICATION/RESTORATION AREAS REQUIRE ADDITIONAL PROTECTIVE MEASURES. REFER TO THE PROJECT DOCUMENTSFOR PRACTICES SPECIFIC TO THESE AREAS.PROPOSEDLINETYPE OR SYMBOLDESCRIPTONEABBREVIATIONSDD90ACRACCESSIBLE CURB RAMPBIT.BITUMINOUSBFEBASE FLOOD ELEVATIONCB CATCH BASINCLDICEMENT LINED DUCTILE IRONCPP CORRUGATED PLASTIC PIPE (HIGH DENSITY POLYETHYLENE)DB DISTRIBUTION BOXDI DUCTILE IRONDMH DRAINAGE MANHOLEEL ELEVATIONEOPEDGE OF PAVEMENTEX EXISTINGFDCFIRE DEPARTMENT CONNECTIONFES FLARED END SECTIONFFEFINISH FLOOR ELEVATIONGVGAS VALVEHYDHYDRANTHVACHEATING VENTING AIR CONDITIONINGINVINVERTLPLIGHT POLELSCLANDSCAPINGSBB SLOPED BITUMINOUS BERMSMHSEWER MANHOLESPPOST INDICATOR VALVETP TEST PITUP UTILITY POLEWSOWATER SHUT-OFFWVWATER VALVESITE SPECIFIC NOTES1.HORIZONTAL DATUM IS NAD83 MASS STATE PLANE. VERTICAL DATUM IS NAVD 88.2.TOPOGRAPHICAL FEATURES ARE THE RESULT OF AERIAL PHOTOGRAMMETRY, ON THE GROUND ROBOTIC TOTAL STATIONSURVEY AND SURVEY-GRADE GPS. THE PLAN(S) HAVE BEEN FURTHER SUPPLEMENTED WITH GIS DATA.3.WETLANDS WERE DELINEATED DURING OCTOBER 2022 BY J.F. MCGRATH & ASSOCIATES.4.THE PARCEL IS NOT MAPPED AS CONTAINING RARE SPECIES HABITAT OR CERTIFIED VERNAL POOLS.5.THE PARCEL IS MAPPED AS ZONE X (AREA OF 0.2% ANNUAL CHANCE FLOODING) ON COMMUNITY PANEL 25001C0569J,EFFECTIVE 7/16/2014.6.THE EXISTING GREASE TRAP SHALL BE MAINTAINED FOR POTENTIAL FUTURE USE. THE OWNER SHALL HAVE IT INSPECTEDANNUALLY FOR CONDITION AND TO VERIFY THAT NO WATER IS ENTERING IT.7.TEMPORARY AND PUBLIC UTILITY EASEMENTS ARE SHOWN FROM "PRELIMINARY RIGHT OF WAY PLANS, PROJECT FILE NO.608264", SHEETS 45 AND 46, DATED REVISED TO 08/15/2022, PROVIDED BY MASSDOT.8.LOCBOXES AND RELATED TO BE PROVIDED IN ACCORDANCE WITH YARMOUTH FIRE DEPARTMENT REQUIREMENTS.NOTES & LEGENDG-2NOTE THAT NOT ALL OF THESE LEGENDITEMS MAY BE FOUND IN THE DRAWINGS.(EXISTING ITEMS WILL TYPICALLY BE GRAYON PROPOSED SHEETS)DTREE LINEUNDERGROUND ELECTRICCONTOURSPOT GRADE/TOP-BOTTOM GRADEEDGE OF PAVEMENTDRAINGUARDRAILLAYOUT LINEZONING SETBACK LINEOVERHEAD ELECTRICWATERSEWERROOF DRAINLOT LINE (LOCUS)LOT LINE (ABUTTER)FENCE (CHAIN LINK )FENCE (STOCKADE )FENCE (OTHER)LANDSCAPING (SHRUBS)LANDSCAPING (DECIDUOUS TREES)LANDSCAPING (EVERGREEN TREES)LANDSCAPING (PERENNIALS)HVAC EQUIPMENTTHESE STANDARD ABBREVIATIONS MAYBE FOUND IN THE DRAWINGS.WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsREFER TO SHEET G-2 - NOTES & LEGENDCONTOUR-MAJORCONTOUR-MINORBUILDINGSEWER LINEFENCEGGAS LINEOVERHEAD WIRESABUTTER'S LINELOCUS PARCELRIGHT-OF-WAY LINEDDRAIN LINETREE LINETRAFFIC MARKINGSWETLAND LINEMASS HIGHWAY BOUNDCATCH BASINDRAIN MANHOLEELECTRIC CABINET BOXMONITORING WELLSEWER MANHOLESIGNSPOT GRADEUTILITY POLEWATER VALVETREECB/DHELECTRIC METERGAS METERGAS SHUTOFFGUY POLEGUY ANCHORWETLAND FLAGSEWER PUMP ALARMVERTICAL GRANITE CURBTYPICALWF-DB1UPHVAC UNITPROPOSED BORINGFLARED END OUTLET PIPESEWER VENTXLEGENDEXISTINGLINETYPE OR SYMBOLDESCRIPTONAREA LIGHT (20' HIGH MAX.)AREA LIGHT (LOW LEVEL)SEWAGE DISPOSAL NOTESSITE IS LOCATED IN PHASE 1, CONTRACT 5 OF THE SEWER PROJECT, THIS CONTRACT IS PROJECTED TO BE COMPLETED IN 2026.EXISTING TITLE 5 COMPLIANT SEPTIC SYSTEM ON SITE TO BE REUSED.DESIGN DAILY FLOW FOR PROPOSED PROJECT:9,956 RETAIL @ 50 GPD/1,000 S.F. = 498 GPD16 BEDROOMS @ 110 GPD/BEDROOM = 1,760 GPDTOTAL PROPOSED DESIGN DAILY FLOW = 2,258 GPDAPPROVED DESIGN FLOW OF EXISITNG SYSTEM = 7,000 GPDSOIL EVALUATION(ESHGW=ESTIMATED SEASONAL HIGH GROUNDWATER)SNOW DISPOSAL1.SNOW SHALL BE PLOWED AGAINST CURBING TO A MAXIMUM HEIGHT OF 1 FOOT AND A MAXIMUM WIDTH OF 1.5 FEET.2.SNOW SHALL NOT BE PLOWED IN SUCH A MANNER THAT VISIBILITY IS BLOCKED AT THE DRIVEWAYS OR AROUND CORNERS.3.SNOWFALLS THAT EXCEED THE PLOWING STANDARD IN #1 SHALL BE STOCKPILED IN THE SNOW REMOVAL AREA SHOWN.AREA IS TO BE GRADED TO DIRECT MELTING SNOW INTO THE STORMWATER SYSTEM.
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12'±ZONING DISTRICT BOUNDARYRESIDENTIAL - 25BUSINESS 2/HOTEL MOTEL OVERLAY DISTRICT 10204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsEXISTING CONDITIONSPLANC-1REFER TO SHEET G-2 - NOTES & LEGEND1"=20'
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12'±PROTECT EXISTINGSEPTIC SYSTEMCOMPONENTSSCEREMOVE/TRIM TREESAND SHRUBS TOPROPERTY LINERAZE REMAINSOF PREVIOUSBUILDING'SFOUNDATIONREMOVE EXISTINGASPHALT PAVEMENTREMOVE TREEAND CURBINGREMOVE DRYWELLFILL TO GRADEAND COMPACTPROPOSEDCONSTRUCTIONENTRANCE(TYP. SEE DETAIL)PROPOSEDINLETPROTECTION(SEE DETAIL)PROPOSEDINLETPROTECTION(SEE DETAIL)NO ACTIVITY ORDISTURBANCEWITHIN BUFFERZONEREMOVE UTILITYPOLES AND WIRESAFTER VERIFYINGNO SERVICEREMOVE UTILITYPOLES AND WIRESAFTER VERIFYINGNO SERVICECONCRETEWASHOUT LOCATION(SEE DETAIL)(LOCATION CAN VARY)SCEXXXXXXXXX X X X X X X X X X
X XXXXXXXXXXXXXXXXXXX(REMOVE)(TO REMAIN)PROPOSEDTEMPORARY CONSTRUCTIONFENCE AND GATES (SEE DETAIL)PROPOSEDLIMIT OF WORKAND EROSIONCONTROLBARRIER (SEE DETAIL)0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsDEMOLITION &EROSION CONTROLC-2REFER TO SHEET G-2 - NOTES & LEGEND1"=20'REFER TO SHEET D-4 FOR EROSION DETAILS
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BUILDING SETBACKPARKING SETBACK
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WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsLAYOUT &MATERIALSC-3REFER TO SHEET G-2 - NOTES & LEGEND1"=20'ZONING REQUIREMENTSYARMOUTH BUSINESS 2 (B2)/HMOD 1 DISTRICTSLOT AREAFRONTAGELOT WIDTHFRONT SETBACKSIDE SETBACKWETLANDNO DISTURB20,000 S.F.125 FT.30 FT.REQUIREMENTMINIMUMSEXISTINGPROPOSED125 FT.NO CHANGENO CHANGENO CHANGE25 FT.50 FTREAR SETBACK20 FT.SITE COVERAGE70 % MAXBUILDINGCOVERAGE25% MAX.PARKINGRESIDENTIAL:1.5 PER UNITBUSINESS:1 PER 2 PERSONSTOTALPARKING10' TO PROP. LINE20' TO STREETLANDSCAPEBUFFERBUILDINGHEIGHT35 FT/3STORIESPARKING SPACESIZE: 10'x20'PARKING AISLES:10'-12' WIDE, 25' R81,908 S.F.256.29 FT.253.05 FT.N/AN/AN/AN/AN/A87'±NO CHANGE20 SPACES31 SPACES12' TO PROP. LINE32' TO STREET34 FT/2STORIES32.0 FT.57.1 FT.179.4 FT.44.4%12.8 %73 %13 UNITS22 PERSONSMAX.11 SPACESPROPOSED ASPHALTPAVEMENT (SEE DETAIL)PROP. BOLLARD(TYP. - SEE DETAIL)REFER TO SHEET D-1 AND D-2 FOR DETAILSVCCVCC~LSC~ROUTE 28OVERHANGS(TYP)
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0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsUTILITY PLANC-41"=20'REFER TO SHEET G-2 - NOTES & LEGENDREFER TO SHEET D-5 - UTILITY DETAILSPROPOSED REPLACEMENT WATER MAIN - 12" D. I. (BY OTHERS)EXISTING 8" WATER MAINFUTURE 18' PVC SEWER (BY OTHERS)PROPOSED SMH FOR FUTURECONNECTION TO MUNICIPAL SEWER (SEE DETAIL)RIM=13.60INV=10.60PROPOSED 3"PVC SCHED. 40 FORCEFOR FUTURECONNECTION TOMUNICIPAL SEWER;CAP WITHIN PUMPCHAMBERPROPOSED 6" CLDIFIRE PROTECTIONSERVICECONNECT TO EXIST. VALVERELOCATED/NEW POSTINDICATOR VALVEPROPOSED 1.0"COPPER WATERSERVICECONNECT TO EXIST.SHUTOFFPROPOSED GASSERVICE AND METERPER SUPPLIER REQUIREMENTSPROPOSED UNDERGROUNDELECTRIC AND TELECOMMUNCIATIONUTILITIES IN CONDUITREPLACE MISSING COVER, CAP INLET& OUTLET TO EXISTING GREASE TRAPADJUST RIMS TO PROPOSED GRADEAND WELD COVERS SHUT.PUMP OUT AND FILL WITH CLEAN WATER.PRESERVE FOR POTENTIAL FUTURE USE.PROP. CBDOUBLE-GRATEDRIM=13.30INV=11.60PROP. STORMCEPTOR 450iRIM=13.30 (DOUBLE GRATE)INV.(IN)=11.09INV.(OUT)=10.9965'-12" HDPEs=0.00372'-12" HDPEs=0.005PROP. DMHRIM=14.10INV.(IN)=11.41INV.(OUT)=11.3112'-12" HDPEs=0.003PROP. SUBSURFACEINFILTRATION SYSTEM600 ACF R-TANK UD(SEE DETAIL)EXISTING 1" WATERSERVICECAPPED AFTERSHUTOFFEXISTING 6" CLDI FIRE PROTECTIONCAPPED AFTER POST INDICATOR VALVESEE DETAILOF NEWBUILDINGSEWER6" PVCROOF DRAINs=0.005SEE UTILITYCROSSINGDETAILFUTURE SMH "6D" (BY OTHERS)FUTURE 18' PVC SEWER (BY OTHERS)FUTURE SEWER CONNECTION (BY OTHERS)NOTE: RELOCATED SEWER CONNECTION FROMLOCATION ON CONTRACT #5 PLANSROUTE 28PROPOSED TRANSFORMERAS REQUIRED PER UTILITYCOMPANY REQUIREMENTSA/C CONDENSERLOCATION (IF ATGRADE)
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DDDDDDDDDDDDDDDDDDDCOCOCOCOCOCOCOCOCOCOCO0204060WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsGRADING & DRAINAGEPLANC-5REFER TO SHEET G-2 - NOTES & LEGEND1"=20'REFER TO SHEETS D-6 & D-7 FOR STORMWATER DETAILS
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12'±JV (3)PS (3)BN (2)JV (2)AR (2)NS(1)AR (2)JV (2)BN (2)BN (1)NS (1)HQ (8)MPMPRA (3)RA (3)RA (6)SN (5)SN (5)FG (5)FG (5)BN (1)IG (2)FG (1)KA (1)IG (5)FG (1)KA (1)FG (1)KA (1)FG (1)KA (1)FG (1)KA (1)FG (1)KA (1)IG (2)FG (1)FG (1)KA (1)KA (1)IG (2)FG (1)KA (1)FG (1)KA (1)IG (2)FG (1)KA (1)FG (1)KA (1)L&SL&SL&SL&SL&SL&SL&SMAINTAIN EXISTING TREELINEGI (2)EXISTINGOAKS(APPROX.)REMOVE INVASIVES& PRESERVE HEALTHYSHRUBS WITHIN PROPERTYGI (2)GI (2)RAIN GARDEN (SEE DETAIL& SHEET C-5)KEEP LOAM & SEEDMIN. 5 FT. FROMBUFFER ZONEBN (2)JV (6)0204060PS (4)ONCE UTILTIY COMPANYREMOVES POLE, REMOVEVEGETATION WITHINPROPERTYAND PLANT NEW TREESAS SHOWN.PS (1)JV (1)BN (1)BN (1)BN (1)WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsLANDSCAPINGC-6REFER TO SHEET G-2 - NOTES & LEGEND1"=20'REFER TO SHEET D-3 - LANDSCAPE DETAILS
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12'±0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.20.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.40.40.40.40.30.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.61.11.51.11.21.81.20.60.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.40.60.92.45.56.16.95.42.40.90.30.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.72.65.15.23.83.15.69.19.25.42.61.20.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.51.21.63.45.45.74.23.24.58.88.74.62.51.50.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.93.52.02.42.73.03.02.42.63.94.13.23.23.00.40.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.86.72.22.11.72.33.02.01.31.61.72.24.56.60.60.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.97.52.21.83.42.00.60.70.81.54.55.71.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.46.62.60.73.01.80.40.30.51.23.34.80.70.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.53.82.12.01.62.22.31.91.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.72.21.71.42.62.14.92.80.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.04.02.61.01.47.44.90.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.85.83.40.81.91.17.25.30.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.11.56.13.20.81.01.04.83.50.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.52.91.90.60.20.00.00.00.00.00.00.00.40.71.81.60.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.80.70.30.10.00.00.00.00.00.00.00.10.20.40.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.20.10.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00204060REFER TO SHEET D-3 - LANDSCAPE DETAILSWWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner comments LIGHTINGC-7REFER TO SHEET G-2 - NOTES & LEGEND1"=20'
BUILDING SETBACKPARKING SETBACKBUILDING AND PARKING SETBACKBUILDING SETBACK
PARKING SETBACK
BUILDING AND PARKING SETBACKBUILDING SETBACK
PARKING SETBACK
BUILDING AND PARKING SETBACKWWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO04/16/24JDOLOCUS MAPNOT TO SCALESDCSITETURNING RADIUS PLANTR-11"=40'WB-50 TRACTOR TRAILERFIRE TOWERèèèè è èèèèèWB-62 TRACTOR TRAILERèèèè è èèèèèè è èè
ROUTE 2861'±61'±148'±91'±6'±
1
0
'
±111'±84'±7'±
12'±192 ft @ 0.7%7
6
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@
1
.
0
%112 ft @ 0.6%0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.20.20.20.20.20.10.10.00.00.00.00.00.00.00.00.10.10.20.20.30.20.20.10.10.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0WWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsEXISTINGWATERSHEDSWS-EREFER TO SHEET G-2 - NOTES & LEGENDACB20020408010
ROUTE 2861'±61'±148'±91'±6'±
1
0
'
±111'±84'±7'±
12'±
D
DDDDDDDD D D
DDDDDDDDDDDDDDDDDDDCOCOCOCOCOCOCOCOCOCOCOWWW.GSEENV.COMTEL: (508) 888-6034114 STATE ROAD, BUILDING BSAGAMORE BEACH, MA 02562GREEN SEAL ENVIRONMENTAL,LLCFAX: (508) 888-1506PERMITSNO. DATE COMMENTTHESE DRAWINGS ARE THE PROPERTY OF THE DESIGNENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS ANINFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILLBE SUBJECT TO PROSECUTION.DIMENSIONS ARE AS INDICATED.USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMSAND CONDITIONS SET FORTH IN ACCOMPANYING PROJECTDOCUMENTATION.IT IS THE RESPONSIBILITY OF THE USER TO CONFIRMDISCREPANCIES WITH THE ENGINEER PRIOR TO USE.228 ROUTE 28YARMOUTH, MACONSERV GROUPDRAWING TITLE:CAD TECH:CHECKED BY:ENGINEER:DATE:SCALE:SHEET:REVISIONSJDO02/28/24JDOLOCUS MAPNOT TO SCALESDCSITE104/18/24Town of Yarmouth Staff comments206/17/24Town Planner commentsWS-PREFER TO SHEET G-2 - NOTES & LEGENDPROPOSEDWATERSHEDS1324182 ft @
1
.0%20020408010