HomeMy WebLinkAboutPlans 6.18.2025Plotted On:Jun 12, 2025-11:17am By: TMcSparrenLast Saved: 6/11/2025Tighe & Bond: \\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 COVER.dwg
PREPARED BY:PROJECTLOCATIONCOMPLETE SET 19 SHEETSPREPARED FOR:TOWN OF YARMOUTHON BEHALF OF WOODS HOLE GROUP1146 ROUTE 28SOUTH YARMOUTH, MA 02664YARMOUTH, MASSACHUSETTS PACKET LANDING MARINARESILIENCYPERMIT SETJUNE 18, 2025JOHN A. BOLOGNA, PENICHOLAS T. BATEMAN, PELOCATION MAPSCALE: 1" = 1000'LIST OF DRAWINGSDRAWING NO.DRAWING TITLEG-001COVER SHEETG-002GENERAL NOTES, LEGEND & ABBREVIATIONSG-003PROJECT NOTESG-004TEST PITS & BORINGSG-005BORING LOGSV-101EXISTING CONDITIONS PLANV-301EXISTING SECTIONSCS-101EROSION CONTROL/STAGING PLAN/RESOURCE AREASCD-101DEMOLITION PLANCD-301DEMOLITION SECTIONSC-101LAYOUT & MATERIALS PLANC-102GRADING & DRAINAGE PLANC-103UTILITY PLANC-301PROPOSED SECTIONSC-501DETAILS - 1C-502DETAILS - 2C-503DETAILS - 3C-504DETAILS - 4S-101WATERFRONT STRUCTURES PLANN88 MA-6ASANDWICH, MA 02563THIS DOCUMENT IS RELEASED FORPERMITTING REVIEW ONLY. IT ISNOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 G-NOTE.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:17am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 G-NOTE.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABGENERAL NOTESG-002NO SCALEEXISTINGPROPOSEDDESCRIPTIONABBREVIATIONSBCBITUMINOUS CURBBFEBASE FLOOD ELEVATIONBITBITUMINOUSBCBOTTOM OF CURBBOTBOTTOMBWBOTTOM OF WALLCBCATCH BASINCIPCAST IN PLACECMPCORRUGATED METAL PIPECNST JTCONSTRUCTION JOINTCJCONTRACTION JOINTCLCENTERLINECONCCONCRETECYCUBIC YARDDIADIAMETERDMHDRAIN MANHOLEEEASTEGEXISTING GRADEEJEXPANSION JOINTEL/ELEVELEVATIONEOPEDGE OF PAVEMENTEXEXISTINGFESFLARED END SECTIONFRPFIBER REINFORCED POLYMERGALVGALVANIZEDGRANGRANITEHCHANDICAPHDGHOT-DIPPED GALVANIZEDHDPEHIGH DENSITY POLYETHYLENEHMAHOT MIX ASPHALTHTLHIGH TIDE LINEHYDHYDRANTIDINNER DIAMETERININCHESINVINVERTJTJOINTLLENGTH OF CURBLDSTRAIGHT BAR DEVELOPMENT LENGTHLDHDEVELOPMENT LENGTH W/ STD HOOKLONGITUDINALLICLICENSELOWLIMIT OF WORKLPLIGHT POLELSLAP SPLICELSCSFLAND SUBJECT TO COASTALSTORM FLOWAGEMAXMAXIMUMMHHWMEAN HIGHER HIGH WATERMHWMEAN HIGH WATERMINMINIMUMMISCMISCELLANEOUSMLLWMEAN LOWER LOW WATERMLWMEAN LOW WATERNNORTHNONUMBERNTSNOT TO SCALEOCON CENTEROHOVERHEADPSFPOUNDS PER SQUARE FOOTPSIPOUNDS PER SQUARE INCHPVCPOLYVINYLCHLORIDEPVMTPAVEMENTRRADIUSRCPREINFORCED CONCRETE PIPERETRETAININGSSOUTHSCHSCHEDULESFSQUARE FOOTSMHSEWER MANHOLESTRMSTORMTCTOP OF CURBTPTEST PITTWTOP OF WALLTYPTYPICALUNOUNLESS NOTED OTHERWISEUPUTILITY POLEVGCVERTICAL GRANITE CURBPROPERTY LINERIGHT-OF-WAY LINEEASEMENT LINELIMITS OF WORKINTERMEDIATE CONTOURSINDEX CONTOURSSPOT GRADEMAGNITUDE & DIRECTION OF SLOPESTORM DRAINSANITARY SEWER FORCE MAINUNDERGROUND ELECTRICGAS SERVICEOVERHEAD UTILITY (UNSPECIFIED)CURBEDGE OF PAVEMENTDIRT ROADSIDEWALKRETAINING WALLSTONE WALLSHEET PILE WALLFENCE - UNSPECIFIEDFENCE - CHAIN LINKFENCE - WOOD POSTFENCE - METALMETAL BEAM RAILSTORM DRAIN STRUCTURESSANITARY SEWER MANHOLEWATER SERVICE STRUCTURESGAS SERVICE STRUCTURESELECTRIC SERVICE STRUCTURESTELECOMMUNICATIONS MANHOLETREELINETREEFLOAT GUIDE PILEGVWVDYHX 141.20.0%AREADRAINMANHOLECATCHBASINDSHYDRANTMANHOLEVALVETWMANHOLEVALVEGUTILITY C0.POLE #MANHOLEELIGHTEVERGREENDECIDUOUSLEGENDRESOURCE AREASCOASTAL BANKLSCSF50-FOOT BUFFER ZONE100-FOOT BUFFER ZONE200-FOOT RIVERFRONT AREALOCAL RESOURCE AREAMEAN LOW WATERMEAN HIGH WATERHIGH TIDE LINEHISTORIC HIGH WATERDEMOLITION / GEOTECHNICALEROSION & SEDIMENT CONTROLTURBIDITY CURTAINSAWCUTITEM TO BE DEMOLISHEDEXCAVATION AREATEST PITBORINGLEGENDLEGEND32.025D2.3'2.6'1.4'1.8'2.9'MLLWMLWEL 0.00 NAVD88(THIS PLAN SET)MHWMHHWHIGH TIDE LINEPER NOAA TIDE STATION 8447495 SAQUATUCKET HARBOR, MA EPOCH 1983-200112'100 YEAR FLOODGENERAL NOTES1.WORK SHALL COMPLY WITH THE ORDER OF CONDITIONS FROM THE TOWN OF YARMOUTH CONSERVATION COMMISSION, MASSDEP CHAPTER 91 LICENSES, ARMYCORPS OF ENGINEERS GENERAL PERMIT, AND OTHER APPLICABLE AGENCIES HAVING JURISDICTION OVER THE PROJECT.2.NOTIFY DIGSAFE AT 1-888-344-7233 AND OTHER UTILITY OWNERS IN THE AREA NOT ON THE DIGSAFE LIST AT LEAST 72 HOURS PRIOR TO ANY DIGGING,TRENCHING, ROCK REMOVAL, DEMOLITION, BORING, BACKFILLING, GRADING, LANDSCAPING, OR ANY OTHER EARTH MOVING OPERATIONS.3.LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IN ADDITION, SOME UTILITIES MAY NOT BE SHOWN. DETERMINE THE EXACT LOCATION OF UTILITIES BYTEST PIT OR OTHER METHODS, AS NECESSARY TO PREVENT DAMAGE TO UTILITIES AND/OR INTERRUPTIONS IN UTILITY SERVICE. PERFORM TEST PIT EXCAVATIONSAND OTHER INVESTIGATIONS TO LOCATE UTILITIES, AND PROVIDE THIS INFORMATION TO THE ENGINEER, PRIOR TO CONSTRUCTING THE PROPOSEDIMPROVEMENTS. LOCATE ALL EXISTING UTILITIES TO BE CROSSED BY HAND EXCAVATION.4.NOT ALL OF THE UTILITY SERVICES TO BUILDINGS ARE SHOWN. THE CONTRACTOR SHALL ANTICIPATE THAT EACH PROPERTY HAS SERVICE CONNECTIONS FOR GAS,ELECTRIC, PHONE, WATER AND SANITARY.5.BOLD TEXT AND LINES INDICATE PROPOSED WORK. LIGHT TEXT AND LINES INDICATE APPROXIMATE EXISTING CONDITIONS.6.TIGHE & BOND ASSUMES NO RESPONSIBILITY FOR ANY ISSUES, LEGAL OR OTHERWISE, RESULTING FROM CHANGES MADE TO THESE DRAWINGS WITHOUT WRITTENAUTHORIZATION FROM TIGHE & BOND.7.NOTIFY THE ENGINEER OF ANY UTILITIES IDENTIFIED DURING CONSTRUCTION THAT ARE NOT SHOWN ON THE DRAWINGS OR THAT DIFFER IN SIZE OR MATERIAL.8.THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY; COORDINATION WITH THE OWNER, ALL SUBCONTRACTORS, AND WITH OTHER CONTRACTORS WORKINGWITHIN THE LIMITS OF WORK, THE MEANS AND METHODS OF CONSTRUCTING THE PROPOSED WORK.9.OBTAIN, PAY FOR AND COMPLY WITH PERMITS, NOTICES AND FEES NECESSARY TO COMPLETE THE WORK. ARRANGE AND PAY FOR NECESSARY INSPECTIONS ANDAPPROVALS FROM THE JURISDICTIONAL AUTHORITIES.10.SHORE UTILITY TRENCHES WHERE FIELD CONDITIONS DICTATE AND/OR WHERE REQUIRED BY LOCAL, STATE AND FEDERAL HEALTH AND SAFETY CODES.11.FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. IF FIELD CONDITIONS ARE OBSERVED THAT VARY SIGNIFICANTLY FROM THOSE SHOWN ONTHE DRAWINGS, IMMEDIATELY NOTIFY THE ENGINEER IN WRITING FOR RESOLUTION OF THE CONFLICTING INFORMATION.12.PROTECT AND MAINTAIN ALL UTILITIES IN THE AREAS UNDER CONSTRUCTION DURING THE WORK. LEAVE ALL PIPES AND STRUCTURES WITHIN THE LIMITS OF THECONTRACT IN A CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK. TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SAND AND SILT FROMDISTURBED AREAS FROM ENTERING THE DRAINAGE SYSTEM.13.NOTIFY THE ENGINEER IN WRITING OF ANY CONFLICT, ERROR, AMBIGUITY, OR DISCREPANCY WITH THE PLANS OR BETWEEN THE PLANS AND ANY APPLICABLE LAW,REGULATION, CODE, STANDARD SPECIFICATION, OR MANUFACTURER'S INSTRUCTIONS.14.THE CONTRACTOR IS RESPONSIBLE FOR SUPPORT OF EXISTING UTILITIES AND REPAIR OR REPLACEMENT COSTS OF UTILITIES DAMAGED DURING CONSTRUCTION,WHETHER ABOVE OR BELOW GRADE. REPLACE DAMAGED UTILITIES IMMEDIATELY AT NO ADDITIONAL COST TO THE OWNER.15.TAKE NECESSARY MEASURES AND PROVIDE CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE, AND STRENGTH TO PREVENT ACCESS TO ALL WORK AND STAGINGAREAS AT THE COMPLETION OF EACH DAYS WORK.16.NO OPEN TRENCHES WILL BE ALLOWED OVER NIGHT. THE USE OF ROAD PLATES TO PROTECT THE EXCAVATION WILL BE CONSIDERED UPON REQUEST, BUTBACKFILLING IS PREFERRED.17.THE CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC CONTROL/SAFETY DEVICES TO ENSURE SAFE VEHICULAR AND PEDESTRIAN ACCESS THROUGH THEWORK AREA, OR FOR SAFELY IMPLEMENTING DETOURS AROUND THE WORK AREA. PERFORM TRAFFIC CONTROL IN ACCORDANCE WITH THE CONTRACTOR'SAPPROVED TRAFFIC CONTROL PLAN.18.MAINTAIN EMERGENCY ACCESS TO ALL PROPERTIES WITHIN THE PROJECT AREA AT ALL TIMES DURING CONSTRUCTION. THE EAST AND WEST PASSAGEWAYSBETWEEN THE NEIGHBORING PROPERTY SITES SHALL REMAIN FREE OF CONSTRUCTION MATERIALS AND EQUIPMENT.19.WHEN WORKING IN THE ROAD, PROVIDE THE OWNER AND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES A DETAILED PLAN OF APPROACH INDICATING METHODS OFPROPOSED TRAFFIC ROUTING ON A DAILY BASIS. PROVIDE COORDINATION TO ENSURE COMMUNICATION AND COORDINATION BETWEEN THE OWNER, CONTRACTORAND LOCAL FIRE/POLICE/SCHOOL AUTHORITIES THROUGHOUT THE CONSTRUCTION PERIOD.20.REMOVE AND DISPOSE OF ALL CONSTRUCTION-RELATED WASTE MATERIALS AND DEBRIS IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, ANDFEDERAL LAWS.21.THE TERM "DEMOLISH" USED ON THE DRAWINGS MEANS TO REMOVE AND DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.22.THE TERM "ABANDON" USED ON THE DRAWINGS MEANS TO LEAVE IN PLACE AND TAKE APPROPRIATE MEASURES TO DECOMMISSION AS SPECIFIED OR NOTED ONTHE DRAWINGS.23.PROPOSED WORK MAY BE ADJUSTED IN THE FIELD AS REQUESTED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER.BASE PLAN NOTES1.THE EXISTING CONDITIONS INFORMATION SHOWN ON THE DRAWINGS IS BASED ON THE FOLLOWING:·SURVEY DRAWINGS PROVIDED BY COASTAL ENGINEERING COMPANY TITLED C1.2.1 "WOOD HOLE GROUP PACKET LANDING MARINA" AND DATED DECEMBER 5, 2023.·DRAWINGS TITLED PACKET LANDING IMPROVEMENTS, PREPARED BY BSC GROUP AND DATED 02/06/2017.·THE 100-YEAR FLOOD ZONE, ARE BASED ON THE FEMA FLOOD INSURANCE STUDY (FIS) FOR THE TOWN OF YARMOUTH FLOOD INSURANCE RATE MAP (FIRM) PANELNUMBER 25001C0591J, EFFECTIVE JULY 16, 2014.·COASTAL BANK AND COASTAL BEACH DELINEATIONS BY WOODS HOLE GROUP.2.UTILITY LOCATIONS SHOWN WERE PLOTTED FROM INFORMATION SUPPLIED BY RESPECTIVE UTILITY COMPANIES AND DATA OBTAINED FROM FIELD SURVEYS AND ASBUILT DRAWINGS. THE ACCURACY AND COMPLETENESS OF SUBSURFACE INFORMATION SHOWN ON THESE DRAWINGS IS NOT GUARANTEED. DETERMINE THE LOCATIONSAND ELEVATIONS OF ALL UTILITIES WHICH MAY AFFECT CONSTRUCTION OPERATIONS.3.THE EXISTING CONDITIONS SHOWN ARE APPROXIMATE. FIELD VERIFY EXISTING CONDITIONS.4.THIS PLAN IS REFERENCED HORIZONTALLY TO THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NORTH AMERICAN DATUM OF 1983 MAINLAND ZONE (NAD83(2001) (MYCS2) EPOCH 2010.00) AND VERTICALLY TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BY RTK GPS OBSERVATIONS ON 06-30-2022 USINGTHE HXGN SMARTNET RTK NETWORK.5.RIPARIAN BOUNDARIES ARE SUBJECT TO CHANGE DUE TO NATURAL CAUSES AND THE BOUNDARY SHOWN HEREON MAY OR MAY NOT REPRESENT THE ACTUAL LOCATIONOF THE LIMIT OF TIDAL.6.THIS SURVEY HAS BEEN PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY NOT REVEAL ANY FACTS THAT WOULD BE DISCLOSED BY ONE.PPSDEESFM06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 G-NOTE.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:17am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 G-NOTE.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABPROJECT NOTESG-003NO SCALEEROSION CONTROL AND RESOURCE AREA PROTECTION NOTES1.PROVIDE ALL EROSION CONTROL MEASURES SHOWN, SPECIFIED, REQUIRED BY PERMIT, AND/OR REQUIRED BY THEENGINEER PRIOR TO ANY CONSTRUCTION OR IMMEDIATELY UPON REQUEST. MAINTAIN SUCH CONTROL MEASURES UNTILFINAL SURFACE TREATMENTS ARE IN PLACE AND/OR UNTIL PERMANENT VEGETATION IS ESTABLISHED. INSPECT AFTEREACH RAINSTORM AND DURING MAJOR STORM EVENTS TO CONFIRM THAT ALL SEDIMENTATION AND EROSION CONTROLMEASURES REQUIRED ARE IN PLACE AND EFFECTIVE.2.PRIOR TO STARTING WORK, CLEARLY STAKE WORK LIMITS. DO NOT DISTURB VEGETATION AND TOPSOIL BEYOND THEPROPOSED LIMITS. COORDINATE WITH THE ENGINEER FOR LOCATIONS OF TEMPORARY STOCKPILING OF TOPSOIL DURINGCONSTRUCTION.3.INSTALL SILT SACKS OR OTHER APPROVED SEDIMENTATION BARRIERS IN/AT ALL CATCH BASINS IN THE PROJECT AREA.4.COMPACT, STABILIZE, AND LOAM AND SEED SIDE SLOPES, SHOULDER AREAS AND DISTURBED VEGETATED AREAS INACCORDANCE WITH THE CONTRACT DOCUMENTS AND AS REQUIRED BY PERMITS. GRADE SIDE SLOPES, SHOULDER AREASAND DISTURBED VEGETATED AREAS TO A MAXIMUM SLOPE OF 3 HORIZONTAL TO 1 VERTICAL (3H:1V), WHERE POSSIBLE.PROVIDE BIODEGRADABLE EROSION CONTROL BLANKETS TO PREVENT EROSION WHERE SLOPES ARE STEEPER THAN3H:1V.5.SETTLE OR FILTER ALL SILT-LADEN WATER FROM DEWATERING ACTIVITIES IN A SEDIMENTATION OR FILTER BAG TOREMOVE SEDIMENTS PRIOR TO RELEASE USING A SEDIMENTATION OR FILTER BAG LOCATED DOWN-GRADIENT OF THEDEWATERED AREA.6.REMOVE AND PROPERLY DISPOSE OF SILT TRAPPED AT BARRIERS IN UPLAND AREAS OUTSIDE BUFFER ZONES. REMOVEMATERIALS DEPOSITED IN ANY TEMPORARY SETTLING BASINS AT THE COMPLETION OF THE PROJECT. RESTORE ALLDISTURBED AREAS TO THEIR PRECONSTRUCTION CONDITION.7.SWEEP, COLLECT, REMOVE AND DISPOSE OF ANY SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS AT THE END OFEACH DAY.8.LOAM AND SEED ALL DISTURBED VEGETATED AREAS TO ESTABLISH COVER AND STABILIZATION AS SOON AS POSSIBLEFOLLOWING DISTURBANCE.9.MAINTAIN AN ADDITIONAL SUPPLY OF EROSION CONTROL MEASURES ON-SITE FOR EMERGENCY REPAIRS.10.STORE FUEL, OIL, PAINT, OR OTHER HAZARDOUS MATERIALS IN A SECONDARY CONTAINER AND REMOVE TO A SECURELOCKED AND COVERED AREA DURING NON-WORK HOURS.11.PROVIDE A SUPPLY OF ABSORBENT SPILL RESPONSE MATERIALS SUCH AS BOOMS, BLANKETS, AND OIL ABSORBENTMATERIALS AT THE CONSTRUCTION SITE AT ALL TIMES TO CLEAN UP POTENTIAL SPILLS OF HAZARDOUS MATERIALS.IMMEDIATELY REPORT SPILLS OF HAZARDOUS MATERIALS TO THE STATE ENVIRONMENTAL AGENCY AND THEMUNICIPALITY WHERE THE WORK IS OCCURRING.SURFACE RESTORATION NOTES1.ALL PAVEMENT DAMAGED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED IN ACCORDANCE WITH THE CONTRACTDOCUMENTS.2.PROVIDE SITE GRADING AT ACCESSIBLE SIDEWALK RAMPS, SIDEWALKS, AND BUILDING ENTRANCES THAT IS CONSISTENTWITH THE RELEVANT ACCESS REQUIREMENTS OF THE ARCHITECTURAL BARRIERS ACT (ABA), THE AMERICANS WITHDISABILITIES ACT (ADA), AND MA ARCHITECTURAL ACCESS BOARD REQUIREMENTS (AAB). SMALL CHANGES IN GRADEOVER RELATIVELY SHORT DISTANCES (E.G. AT PARKING SPACES, ACCESSIBLE ROUTES, AND RAMPS) MIGHT NOT BECLEARLY DEPICTED WITHIN THE CONTOUR INTERVAL SHOWN. COMPLY WITH THE CRITERIA IN THESE STANDARDS.SELECT MAXIMUM SLOPE CRITERIA ARE REPRODUCED BELOW:- ACCESSIBLE PARKING STALL AND PASSENGER LOADING ZONE (ANY DIRECTION) SLOPE < 2.0%- LONGITUDINAL SLOPE ALONG ACCESSIBLE ROUTES < 5.0%- CROSS SLOPE ALONG ACCESSIBLE ROUTES < 2.0%3.PROTECT PROJECT FEATURES (E.G., WALLS, FENCES, MAIL BOXES, SIGNS, SIDEWALKS, CURBING, STAIRS, WALKWAYS,TREES, ETC.) FROM DAMAGE DURING CONSTRUCTION, INCLUDING PROVIDING TEMPORARY SUPPORTS, WHENAPPROPRIATE.4.IF REMOVAL OF PROJECT FEATURES IS REQUIRED IN ORDER TO PERFORM THE PROPOSED WORK, REMOVE THOSE SITEFEATURES ONLY UPON APPROVAL OF ENGINEER. REPLACE ALL REMOVED PROJECT FEATURES; NEW ITEMS SHALL BE EQUALOR BETTER IN QUALITY AND CONDITION TO THE ITEMS REMOVED.5.EXISTING SURVEY MONUMENTS DISTURBED BY THE CONTRACTOR SHALL BE REPLACED BY A LAND SURVEYOR LICENSED INTHE STATE IN WHICH THE WORK IS PERFORMED AT NO ADDITIONAL COST TO THE OWNER.6.COORDINATE THE ADJUSTMENT OF EXISTING UTILITY STRUCTURES WITH EACH RESPONSIBLE UTILITY OWNER PRIOR TORECONSTRUCTION AND/OR PAVING OPERATIONS. RAISE ALL STRUCTURES TO FINISHED GRADES PRIOR TO THE END OFTHE CONSTRUCTION SEASON AND PRIOR TO FINISHED PAVING.7.REPAIR DISTURBED PAVED SURFACES AT THE END OF EACH WORK WEEK, UNLESS OTHERWISE APPROVED/REQUIRED BYTHE OWNER.8.PLACE TEMPORARY BITUMINOUS CONCRETE PAVEMENT AT DISTURBED PORTLAND CEMENT CONCRETE SIDEWALKS ANDDRIVEWAYS AT THE END OF EACH WORK WEEK, UNLESS OTHERWISE APPROVED/REQUIRED BY THE OWNER.9.TRANSFER ALL TEMPORARY BENCHMARKS, AS NECESSARY.10.ACCOMMODATE PEDESTRIAN TRAFFIC WHERE A SIDEWALK IS TO BE CLOSED FOR SAFETY. “SIDEWALK CLOSED HERE”SIGNS SHALL BE USED AT THE NEAREST SAFE INTERSECTION. SEE TRAFFIC CONTROL DETAILS FOR SIGN INFORMATION.11.RESTORE ALL AREAS DISTURBED BY THE CONTRACTOR BEYOND THE PAYLINE LIMITS TO ORIGINAL CONDITIONS AT NOADDITIONAL COST TO THE OWNER.12.REGRADE ALL UNPAVED AREAS DISTURBED BY THE WORK AS REQUIRED. REPAIR/REPLACE PAVED SURFACES DISTURBEDBY THE WORK IN-KIND, UNLESS OTHERWISE NOTED. RESTORE SURFACES TO EXISTING OR PROPOSED CONDITIONS ASINDICATED ON THE DRAWINGS.13.PROVIDE A SMOOTH, FLUSH TRANSITION BETWEEN ALL NEW AND EXISTING PAVEMENTS AND WALKING SURFACES.HELICAL TIEBACKS1.INSTALLATION ANGLES (Θ) SHALL BE 20°. FINAL INSTALLATION ANGLES SHALL SPECIFIED BY THE HELICAL TIEBACKDESIGNER.2.HELICAL SHALL BE SPACED (S) NO GREATER THAN THE LESSER OF 9' ON CENTER AND SIX (6) TIMES THE WIDTH OF THEINSTALLED SHEET PILE. (ASSUMED Z SHAPE)3.REQUIRED FACTOR OF SAFETY ON ULTIMATE STRENGTH: 2.04.HELICAL PILES SHALL BE INSTALLED TO A MINIMUM INSTALLED ULTIMATE CAPACITY OF 35 KIPS (ALREADY INCLUDESFACTOR OF SAFETY) OR MINIMUM OF 20' EMBEDMENT, WHICHEVER IS GREATER.5.CENTRAL STEEL SHAFT SHALL BE HOT ROLLED ROUND-CORNERED-SQUARE (RCS) SOLID STEEL BARS MEETING THEDIMENSIONAL AND WORKMANSHIP REQUIREMENTS OF ASTM A29. THE BAR SHALL BE HIGH STRENGTH LOW ALLOY (HSLA),LOW TO MEDIUM CARBON STEEL GRADE WITH IMPROVED STRENGTH DUE TO FINE GRAIN SIZE. MINIMUM SHAFT SIZESHALL BE 3/4" SQUARE.6.HELIX BEARING PLATES SHALL BE HOT ROLLED CARBON STEEL SHEET, STRIP, OR PLATE FORMED ON MATCHING METALDIES TO TRUE HELICAL SHAPE AND UNIFORM PITCH. BEARING PLATE MATERIAL SHALL CONFORM TO THE FOLLOWING ASTMA656 OR A1018 SPECIFICATIONS. MINIMUM YIELD STRENGTH SHALL BE FY = 80 KSI. MINIMUM STEEL THICKNESS SHALLBE 12".7.BOLTS SHALL MEET THE REQUIREMENTS OF ASTM A193 GRADE B7.8.COUPLINGS SHALL BE BE FORMED AS AN INTEGRAL PART OF THE PLAIN AND HELICAL EXTENSION MATERIAL AS HOT UPSETFORGED SOCKETS.9.ALL COMPONENTS OF THE HELICAL TIEBACK SHALL BE HOT-DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153 ORA123 AFTER FABRICATION.WOOD FRAMING NOTES1.FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOODCONSTRUCTION", AND SUPPLEMENT "DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURECONTENT SHALL BE 19%.2.WOOD TREATMENT IN ACCORDANCE WITH AWPA C3):(SEE TABLE BELOW)3.CONNECTORS, CONNECTIONS, FASTENERS, ETC. USED TO SECURE PRESSURE TREATED LUMBER SHALL BE HOT-DIPPEDGALVANIZED, UNLESS OTHERWISE NOTED.4.LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTEDAND NOT ALLOWED FOR USE, UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.5.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBERSHALL BE GRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY.6.CONTRACTOR SHALL SUBMIT PROPOSED WOOD SPECIES, GRADES, GRADING AGENCY, TYPE OF PRESSURE TREATMENT,MANUFACTURE DATA, AND CERTIFICATION TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO ORDERING ANYMATERIALS.7.USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, TECO, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS ORBEAMS FRAME INTO OTHER JOISTS OR BEAMS. REFER TO FRAMING PLAN FOR CONNECTOR TYPES.8.WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.9.IN NO CASE SHALL JOISTS, BEAMS STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED DRILLED, OR OTHERWISEMODIFIED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.COMPOSITE FRP SHEET PILES1.TIP ELEVATIONS AS SHOWN ON THE DRAWINGS.2.ALL FRP SHEET PILES SHALL HAVE A MINIMUM THICKNESS OF 14" FOR BOTH WEB AND FLANGES.3.FRP SHEET PILES SHALL HAVE THE FOLLOWING MINIMUM SECTION PROPERTIES:- ELASTIC SECTION MODULUS: 58.5 IN3/FT- MOMENT OF INERTIA: 497 IN4/FT- SECTION DEPTH: 17"- SECTION WIDTH: 30" (Z PROFILE)- ULTRA COMPOSITE UC-95 BY CRANE MATERIALS INC. HAS BEEN ASSUMED FOR SHEET SPACING AND HEIGHT AS SHOWN ON PLANS4.COLOR TO BE CHARCOAL5.THE CONTRACTOR SHALL PROVIDE A SUBMITTAL FOR THE FRP SHEET PILES INCLUDING THE MANUFACTURER, SHEET TYPE,SHEET LENGTH, AND SHEET COLOR. NO SUBSTITUTIONS FOR SHEET MANUFACTURER SHALL BE MADE WITHOUT ENGINEERAPPROVAL.STRUCTURAL STEEL AND MISCELLANEOUS METALS1.STEEL SHALL CONFORM TO THE FOLLOWING ASTM GRADES:- HIGH STRENGTH BOLTSF3125, GRADE A325- COMMON STRENGTH BOLTSGRADE 307- ALL OTHER STRUCTURAL STEELA592 GRADE 60 (FY - 60 KSI) UNO2.WELDING ELECTRODESAWS E70XX3.ALL NEW STEEL HARDWARE AND FABRICATIONS SHALL BE HOT DIPPED GALVANIZED AND CONFORM TO ASTM A-123 AND/ORA-153 UNLESS OTHERWISE NOTED.4.THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS SHOWN ON THE PLANS WITH THE VARIOUS TRADES, SIZE OF UNITSAND EXISTING CONDITIONS BEFORE DETAILING AND FABRICATING STEEL.5.STAINLESS STEEL SHALL BE SERIES 300, TYPE 316 UNLESS OTHERWISE NOTED.6. ALUMINUM HANDRAILS SHALL BE TYPE 6061 T6 IN ACCORDANCE WITH THE 2015 IBC SECTION 1014.3.1 WITH AN OUTSIDEDIAMETER BETWEEEN 1 14" AND 2". THE MATERIAL SHALL CONFORM WITH ASTM B221MATERIAL NOTES34" CRUSHED STONESIEVE SIZEPERCENT PASSING1"100%34"90 - 100%12"10 - 50%38"0 - 20%NO. 40 - 5%STONE BORROW1.CRUSHED STONE BORROW CONSIST OF DURABLE CRUSHED ROCK CONSISTING OF THE ANGULAR FRAGMENTS OBTAINEDBY BREAKING AND CRUSHING SOLID OR SHATTERED NATURAL ROCK, AND FREE FROM A DETRIMENTAL QUANTITY OFTHIN, FLAT, ELONGATED OR OTHER OBJECTIONABLE PIECES. A DETRIMENTAL QUANTITY WILL BE CONSIDERED AS ANYAMOUNT IN EXCESS OF 15% OF THE TOTAL WEIGHT. THIN STONES SHALL BE CONSIDERED TO BE SUCH STONES WHOSEAVERAGE WIDTH EXCEEDS 4 TIMES THEIR AVERAGE THICKNESS. ELONGATED STONES SHALL BE CONSIDERED TO BESTONES WHOSE AVERAGE LENGTH EXCEEDS 4 TIMES THEIR AVERAGE WIDTH AND/OR DURABLE CRUSHED GRAVELSTONE OBTAINED BY ARTIFICIAL CRUSHING OF GRAVEL BOULDERS OR FIELDSTONE WITH A MINIMUM DIAMETER BEFORECRUSHING OF 8 INCHES.2.THE CRUSHED STONE SHALL BE FREE FROM CLAY, LOAM OR DELETERIOUS MATERIAL AND NOT MORE THAN 1.0% OFSATISFACTORY MATERIAL PASSING A NO. 200 SIEVE WILL BE ALLOWED TO ADHERE TO THE CRUSHED STONE.CONCRETE:1.ALL REINFORCEMENT SHALL BE NEW DEFORMED STEEL BARS, GRADE 60 CONFORMING TO ASTM A615, EPOXY-COATINGCONFORMING TO ASTM A775/A775M.2.REINFORCEMENT ACCESSORIES SHALL BE DIELECTRIC COATED STEEL OR APPROVED PLASTIC.3.ALL CONCRETE, EXCEPT TREMIE CONCRETE, SHALL HAVE THE FOLLOWING SPECIFICATIONS:- MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI AT 28 DAYS- AIR ENTRAINMENT:6% ±1%- MAXIMUM AGGREGATE SIZE:34"- WATER/CEMENT RATIO:0.40- PORTLAND CEMENT:ASTM C150, TYPE II- MINIMUM CEMENTITIOUS MATERIAL:705 LBS/CY4.GROUT SHALL BE A HIGH STRENGTH, NON-SHRINK GROUT WITH SALTWATER RESISTANCE.5.CONCRETE COVER SHALL BE A MINIMUM OF 3" UNLESS NOTED OTHERWISE.6.UNLESS OTHERWISE NOTED, REINFORCEMENT SHALL HAVE THE FOLLOWING MINIMUM CLEARANCES:- BETWEEN EMBEDDED ELEMENTS1"- OVER EMBEDDED PILE HEADS3"7.FINISHING REQUIREMENTS- PROVIDE 1" CHAMFER ON ALL EXPOSED EDGES, UNLESS NOTED OTHERWISE.- ALL TOP SURFACES EXPOSED TO VEHICULAR OR FOOT TRAFFIC SHALL RECEIVE A NON-SKID BROOM FINISHTRANSVERSE TO THE TRAVEL DIRECTION.- ALL OTHER TOP SURFACES SHALL BE FLOAT FINISHED8.REINFORCEMENT DEVELOPMENT AND LAP SPLICE LENGTHS ARE SHOWN IN THE TABLE BELOW FOR THE CONDITIONSSTATED. REINFORCEMENT CONDITIONS OUTSIDE OF THOSE EXPLICITLY STATED SHALL BE COMPUTED IN ACCORDANCEWITH THE LATEST EDITION OF ACI318.TIMBER PRESERVATIVE TREATMENT AND GRADE SPECIFICATIONSMEMBER TYPELUMBER GRADE ANDSPECIESUSECATEGORYDESCRIPTIONPRESERVATIVETREATMENTSURFACE TEXTURESTRINGER/JOIST#1 SOUTHERN PINEUC4BSALT WATERSPLASH/ NOT INGROUND CONTACT0.31 MCA OR0.60 CCAS4SPILE CAP#1 SOUTHERN PINEUC4BSALT WATERSPLASH/ NOT INGROUND CONTACT0.31 MCA OR0.60 CCAS4SPILE12" DIA. (AT BUTT)SOUTHER PINE PILE(ASTM D25)UC5ASALT WATEREXPOSURE ANDIMMERSION2.5 CCAROUND PILINGPARKINGGUARD POST#1 SOUTHERN PINEUC4BSALT WATERSPLASH/ NOT INGROUND CONTACT1.5 CCAS4SHANDRAILPREMIUM/SELECTSOUTHERN PINEUC4BSALT WATERSPLASH/ NOT INGROUND CONTACT 0.23 MCAS4SBRACING#1 SOUTHERN PINEUC5ASALT WATEREXPOSURE ANDIMMERSION1.5 CCAS4S06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
S66° 48' 12"E63.04'EMOSWOSWSSSDYH
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4D.P.W. LIC. NO.3741CHAIN LINK FENCE AND SECURITYGATE AT END OF GANGWAYDAVIT CRANE ON TIMBERPILEELECTRICSERVICECONC. PADW/WOOD BENCHCOASTAL BANK(DOT HATCH)TIMBER RET. WALLSTO
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THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABTEST PITS &BORINGSG-0041" = 10'0010'20'SCALE: 1" = 10'NOTES:1)THE VERTICAL DATUM SHOWN HEREON REFERENCES THE NORTH AMERICANVERTICAL DATUM OF 1988.2)THE HORIZONTAL DATUM SHOWN HERON REFERENCES THE NORTH AMERICANDATUM OF 1983, MASSACHUSETTS STATE PLANE MAINLAND COORDINATE SYSTEM.3)THE TEST PIT LOGS ARE PROVIDED FOR QUALITATIVE SOIL MATERIALSINFORMATION PURPOSES.DATE OF TESTS: MARCH 12, 2025TEST PITS PERFORMED BY: DERECK PACHECO, TIGHE & BOND, SE#14629TEST PIT LOGSTEST PIT 1. EL. = 6.4±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 42"FILL----42" - 48"BwMED-FINE SAND10 YR 4/4-SG, LOOSE48" - 66"+BCMED-FINE SAND10 YR 6/2-SG, LOOSEGW ENCOUNTERED5.3'± FROM FINISHGRADE. (EL. = 1.1±)TEST PIT 2. EL. = 5.3±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 36"FILL----36" - 45"Ap----45" - 63"+BCMEDIUM SAND10 YR 5/4-SG, LOOSEGW ENCOUNTERED4.9'± FROM FINISHGRADE. (EL. = 0.4±)TEST PIT 3. EL. = 4.2±DEPTH FROMSURFACESOILHORIZONSOILTEXTURESOIL COLOR(MUNSELL)SOILMOTTLINGOTHER0" - 53"+FILL----GW ENCOUNTERED3.5'± FROM FINISHGRADE. (EL. = 0.7±)ESTIMATED HIGH GROUNDWATER CALCULATION(USGS/CCC METHOD)INDEX WELL: # _________ZONE: _______DATE OF READING: _____________ DEPTH TO GROUNDWATER:_______GROUNDWATER LEVEL ADJUSTMENT: _______ACTUAL GROUNDWATER LEVEL @ SITE: EL= _______ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= _______MIW-29A03-19-20258.52'1.90'1.1'±3.0'±*DURING MOON TIDES, HISTORICAL DATASUGGESTS WATER RISES TO ELEVATION 6.0±.ABANDONED 4" CAST IRONSEPTIC PIPE, ABANDONED 2"METAL CONDUIT (EMPTY) , &2" GAS LINE DISCOVERED(STATUS UNKNOWN)06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 G-NOTE.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:17am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 G-NOTE.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABBORING LOGSG-0051" = 10'0010'20'SCALE: 1" = 10'06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
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THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABEXISTING CONDITIONS PLANV-1010010'20'SCALE: 1" = 10'N1" = 10'1
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-20-10010-20-100100+000+500+52STONE REVETMENTCONSTRUCTION BELOWGRADE UNKNOWN (TYP)APPROX EXISTINGGRADE (TYP)MHW EL. 1.4MLW EL. -2.3VINTAGE TIMBER BULKHEADBELOW GRADE UNKNOWNTIMBER PARKING BARRIERVGCBIT CONC PAVEMENTSTORMWATER INFILTRATIONSTRUCTURE-20-10010-20-100100+000+500+54TIMBER PILE (TYP)TIMBER PILE CAP (TYP)TIMBERCROSSBRACINGTIMBER JOISTTIMBER DECKINGMHW EL. 1.4MLW EL. -2.3CONCRETE PADDAVITBIT CONC PAVEMENTDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 V-EXIST.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:17am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 V-EXIST.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABEXISTING SECTIONSV-301EXISTING SECTIONSCALE: 1/4" = 1'-0"1V-301EXISTING SECTIONSCALE: 1/4" = 1'-0"2V-301004'8'SCALE: 1" = 4'1" = 4'06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
SITE ACCESS FOR EQUIPMENTFROM PLEASANT STREETCONTRACTOR STAGING ANDEQUIPMENT STORAGE AREASTRAW WATTLES AND SILTFENCE FOR STAGE 1 & STAGE 3EROSION CONTROL BARRIER.MA ROUTE 28TURBIDITY CURTAIN FOR STAGE 2EROSION CONTROL BARRIERPROTECT TREE WITH VERTICALWOODEN SLATS AROUNDPERIMETER OF ROOT BALLSILT SACKSILT SACKPROTECT UPPER TREE WITHVERTICAL WOODEN SLATSAROUND PERIMETER OF ROOTBALLRESTORE BARRIER DAILYCOASTAL BEACH (LINE HATCH)COASTAL BANK (DOT HATCH)LAND UNDER OCEANFLOOD ZONE AE (EL. 12)FLOOD ZONE AE (EL. 13)FLOOD
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THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABEROSION CONTROL/STAGING PLAN/RESOURCEAREASCS-1011" = 10'0010'20'SCALE: 1" = 10'NNOTES:1.STAGE 1 REFERS TO PARKING LOT DEMOLITION.2.STAGE 2 REFERS TO CONSTRUCTION OF THE REVETMENT.3.STAGE 3 REFERS TO PARKING LOT CONSTRUCTION AFTER COMPLETION OF REVETMENT CONSTRUCTION.06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
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THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABDEMOLITION PLANCD-1010010'20'SCALE: 1" = 10'N1" = 10'DEMOLITION KEYDEMOLITION AREAWATERFRONT DEMOLITION AREAEXCAVATION AREAITEM TO BE DEMOLISHED1
CD-
3
0
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2
CD-
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0
1
06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
-20-10010-20-100100+000+500+52STONE REVETMENTCONSTRUCTION BELOWGRADE UNKNOWN (TYP)APPROX EXISTINGGRADE (TYP)MHW EL. 1.4MLW EL. -2.3VINTAGE TIMBER BULKHEADBELOW GRADE UNKNOWNTIMBER PARKING BARRIERDEMOLISH PARKING BARRIER,STORMWATER INFILTRATIONSTRUCTURE, VGC AND PAVEMENTTURBIDITYCURTAINVGCBIT CONC PAVEMENTSTORMWATER INFILTRATIONSTRUCTURE-20-10010-20-100100+000+500+54TIMBER PILE (TYP)TIMBER PILE CAP (TYP)TIMBERCROSSBRACINGTIMBER JOISTTIMBER DECKINGMHW EL. 1.4MLW EL. -2.3CONCRETE PADDAVITTURBIDITYCURTAINBIT CONC PAVEMENTDEMOLISH PAVEMENT,WHARF, AND PILESSALVAGE EXISTING REVETMENT STONESDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 V-EXIST.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:18am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 V-EXIST.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABDEMOLITION SECTIONSCD-301004'8'SCALE: 1" = 4'1" = 4'DEMOLITION SECTIONSCALE: 1/4" = 1'-0"1V-301DEMOLITION SECTIONSCALE: 1/4" = 1'-0"2V-301DEMOLITION KEYDEMOLITION AREA06/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
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BOLLARD (TYP)NO PARKINGCOMPACT CAR ONLY SIGNSTART TRANSITION TO FLUSH GRANITE CURB50-FOOT BUFFER FROMCOASTAL BANK100-FOOT BUFFERFROM COASTAL BANKLIMIT OF RIVERFRONT(200 FT FROM MHW)LAND SUBJECT TO COASTAL STORM FLOWAGE6.0' WIDE MITIGATION PLANTING STRIP:BEACH PLUMB AND BAYBERRY (2 GAL) SPACED @ 3.0 FT(SEE PLANTING PLAN BY WOODS HOLE GROUP)DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 C-SHEET.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-2:10pm By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 C-SHEET.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABLAYOUT & MATERIALSPLANC-1010010'20'SCALE: 1" = 10'N1" = 10'PARKING TABLEEXISTINGPROPOSEDPASSENGER VEHICLE PARKING1820PASSENGER VEHICLE PARKING (ADA)11TOTAL1921COVERAGE TABLEEXISTINGPROPOSEDNET GAINBITUMINOUS CONCRETE PARKING12,047 SF12,381 SF334 SFCONCRETE BULKHEAD CAP0 SF725 SF725 SFBRICK WALKWAY527 SF934 SF407 SFPERVIOUS TIMBER DECKING414 SF420 SF6 SFPERVIOUS ALUMINUM GANGWAY88 SF216 SF128 SF1
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0
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2
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0
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3C-3014C-301TOTALMITIGATION AREA1,352 SF1,593 SFJEANCHRISTYCIVIL47080No.06/13/2025JOHN A.BOLOGNA33776No.06/13/2025
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THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABGRADING & DRAINAGEPLANC-1020010'20'SCALE: 1" = 10'N1" = 10'1
C-3
0
1
2
C-3
0
1
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THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABUTILITY PLANC-1030010'20'SCALE: 1" = 10'N1" = 10'1
C-3
0
1
2
C-3
0
1
JEANCHRISTYCIVIL47080No.06/13/2025JOHN A.BOLOGNA33776No.06/13/2025
-20-10010-20-100100+000+500+52TOP OF CAPEL 7.1TOP OF WALEEL 5.5TIPEL -16.9MHW EL. 1.4MLW EL. -2.3STONE REVETMENTCONSTRUCTION BELOWGRADE UNKNOWN (TYP)VINTAGE TIMBER BULKHEADBELOW GRADE UNKNOWNTURBIDITYCURTAIN12X12 P.T. WALECONC CAPTIMBER PARKING GUARDSUBSURFACE INFILTRATIONSYSTEM. SEE SHEET C-102BIT CONC PAVEMENTHELICAL TIE BACKFRP SHEET PILE BULKHEAD20°'-20-10010-20-100100+000+500+54TOP OF CAPEL 4.7TIPEL -16.9TOP OF WALEEL 3.2MHW EL. 1.4MLW EL. -2.3TURBIDITYCURTAINHELICAL TIE BACK20°'FRP SHEET PILE BULKHEAD(3) ROWS OF (6) 12" DIA P.T. PILE(1) ROW OF (6) 12" DIAP.T. FENDER PILESTIMBER CROSS BRACINGREMOVE AND RESET STONES ASREQUIRED TO INSTALL PILESTIMBER PILE SUPPORTED WHARFREPLACEMENT DAVIT12X12 P.T. WALECONCRETE CAPBIT CONC PAVEMENTTIEBACK (TYP.)2'-6"
3'-6"4'-0" MINTIMBER PARKING GUARDTIMBER FALL PROTECTION GUARDBULKHEAD W/ CONC CAP PER PLANWHARFEL 4.7PIEREL 7.13'-6"4'-0"TIMBER PEDESTRIAN GUARDTIMBER PIER OVERFRAMEDATOP WHARFTIMBER WHARFDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 C-SHEET.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:18am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 C-SHEET.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABPROPOSED SECTIONSC-301004'8'SCALE: 1" = 4'PROPOSED SECTIONSCALE: 1/4" = 1'-0"1C-301PROPOSED SECTIONSCALE: 1/4" = 1'-0"2C-3011" = 4'PEDESTRIAN WALKWAYSCALE: 1/2" = 1'-0"3C-301SECTION THROUGH PIERSCALE: 1/2" = 1'-0"4C-30106/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025
PLACE TEMPORARY 2X4 BUMPERSAROUND TRUNKS FROM GROUND TO8'-0" ABOVE GRADE, SECURE FORDURATION OF CONSTRUCTIONSET POSTS PLUMB. VERIFY LOCATION INFIELD WITH OWNER'S REPRESENTATIVE6'-0" HIGH CONSTRUCTION CHAIN LINKFENCE - SET FABRIC SECURELY TOPOSTS AND SUPPORTS WITH WIRE TIES12" O.C.PORTABLE CONCRETE FOOTING SET ONGRADE - SHIM FOOTING TO ALLOWPOSTS TO STAND PLUMB AND SECURE -DO NOT SET BOTTOM OF POSTS LOWERTHAN BOTTOM OF PORTABLE CONCRETEFOOTINGTEMPORARY 3" SHREDDED HARDWOODMULCH TO BE HAND RAKED ANDREMOVED AFTER CONSTRUCTIONOPERATIONS AND FENCE REMOVALALIGN OUTER EDGE OF TREEPROTECTION FENCE WITH TREE CANOPY EDGENOTE: HAND GRADING IS ALLOWEDWITHIN THE TREE PROTECTION FENCE ASAPPROVED BY THE DESIGN ENGINEERDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 C-SHEET.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:18am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 C-SHEET.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABDETAILS - 1C-501PLANWORK ZONEFLOWAREA TO BE PROTECTEDWOOD STAKES* (TYP)STRAW WATTLESOR MULCH LOGSSILT FENCEEROSION AND SEDIMENT CONTROL BARRIERNO SCALESECTION12"3"WORK ZONE2"x2"x2'-0"WOOD STAKESFOR WATTLES**STAKES TO BE SPACED AT 4-5'O.C. STAGGER STAKES BETWEENSTRAW WATTLES AND SILT FENCE9"AREA TO BEPROTECTED4'-6"18"LAWN RESTORATION AREAS NO SCALESEED MIX FOR LAWNS:TALL FESCUE - 70%KENTUCKY BLUEGRASS - 10%PERENNIAL RYEGRASS - 20%APPLY AT 2LBS PER 1000 S.F.FINISH GRADE4" MINIMUM TOPSOILSUB-GRADELANDSCAPING STONE AROUND BUILDINGSNO SCALENON-WOVEN GEOTEXTILEFABRIC (MIRAFI14ON OR APPROVED EQUAL)6" DEPTH OF 34" WASHED STONESILTSACK MANUFACTURED BY:ACF ENFIRONMENTAL2831 CARDWELL ROADRICHMOND, VIRGINIA 232371" REBAR FOR BAGREMOVAL FROM INLETSILTSACK ORAPPROVED EQUALR1" REBAR FOR BAGREMOVAL FROM INLETDUMP STRAP(TYP OF 2)RSILTSACKNO SCALE1SLOPE OR LESS2INSTALLATION NOTES:1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2H:1V.3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDEDWITH EITHER SILT FENCING OR STRAW BALES, THEN STABILIZED WITHVEGETATION OR COVERED.SOIL STOCKPILINGNO SCALESTABILIZE ENTIRE PILE WITHVEGETATION OR COVER IFINACTIVE FOR 30 DAYSOR MORESTRAW BALES& SILT FENCE (STAKED)MIN. SLOPETOE OFSTOCKPILE1
0
'MIN
.DIVERT UPSTREAMRUNOFF AROUNDSTOCKPILETREE PROTECTION1/4" = 1'-0"WATER BODYUPLANDCONSTRUCTION LIMITSUPLANDTURBIDITY CURTAINPLAN VIEWWATER BODYWATER BODYANCHORS (TYP.)6" DIA.VERIFY IN FIELDNOTES:1.TURBIDITY CURTAIN BY ENVIRONETICS, INC. OR APPROVED EQUAL.2.TURBIDITY CURTAIN MATERIAL SHALL BE ULTRAVIOLET LIGHT RESISTANT.UNICELLULAR POLYSTYRENE FOAM FLOATATIONDIELECTRIC SEAM38"Ø POLYPROPYLENEANCHOR LIFTING LINEBAFFLE SKIRT 8OZ. NONWOVENGEOTEXTILE OR REINFORCEDTHERMOPLASTICDIELECTRIC SEAMBOTTOM HEM14"Ø HDG STEELPROOF-COIL CHAINTYPEIIIIIIIVDESCRIPTIONFLATWATERLIGHTWEIGHTMIDDLEWEIGHTHEAVYWEIGHTCONDITIONSCALM AND PROTECTEDSEMI-PROTECTED AREA, CURRENTS UP TO 2 FT/SEXPOSED AREA, CURRENTS UP TO 5 FT/SEXPOSED TO WIND, CURRENT, AND TIDESGAP (IN.)012120GAP,SEE TABLEFLOOR OF WATER BODYSECTION VIEWTURBIDITY CURTAINNO SCALEJEANCHRISTYCIVIL47080No.06/13/2025JOHN A.BOLOGNA33776No.06/13/2025
TOP SLAB ACCESS(SEE FRAME ANDCOVER DETAIL)AFLOW48" [1219] I.D. MANHOLESTRUCTUREAFLOW+/-90°
MAX
6"6'-11"6"7'6"
6"5'-812"1'-6"612"8"6"734"2'-2"
61
2"8"
1'-2"
1'
2'-2"
2'-2"7'-0"1/2"
TYP.6 1/2"TYP.18"TYP.1'-6"
51
4"1 14" PERFORATIONS (TYP.)12" LIP2" TAPEROPENPERFORATED WALLWINDOWDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 C-SHEET.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:18am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 C-SHEET.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABDETAILS - 2C-502TRENCH DRAINNO SCALEZURN Z874-1204P B' TRENCH DRAIN WITHCONTINUOUSLY SLOPED HDPE CHANNEL,DUCTILE IRONFRAME AND SLOTTED GRATE, 12" END OUTLETFIBER REINFORCED4500 PSICAST-IN-PLACECONCRETE12"EXPANSION JOINT WHEREDRAIN ABUTS PAVEMENT12"ABUTTING PAVEMENTCOMPACTED PROCESSGRAVEL12" (MIN.)TYP#5 U-BAR, 12" O.C.#5 REBAR T&B, 15" O.C.12" (MIN.)#5 REBAR#5 REBAR3'-6"#5 HORIZONTALW/STANDARDHOOK AT EACHEND, 12" O.C.VARIES24" (MIN.)ABUTTING PAVEMENTREINFORCEMENT1.DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS OTHERWISE NOTED, SHALLCONFORM TO ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318)" AND ACI"MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)",LATEST EDITION.2.STEEL REINFORCEMENT UNLESS OTHERWISE SHOWN SHALL CONFORM TO ASTM A615 GRADE 60 MINIMUM(YIELD STRENGTH - 60,000 PSI).3.THE CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE 3 INCHES FOR CAST-IN-PLACECONCRETE CAST AGAINST EARTH, OR EXPOSED TO WATER OR WEATHER AND 1 1/2 INCHES IFCAST-IN-PLACE IS NOT CAST AGAINST EARTH, OR EXPOSED TO WATER OR WEATHER, UNLESS OTHERWISESHOWN.4.WHERE REINFORCEMENT IS CALLED FOR IN SECTION, REINFORCEMENT IS CONSIDERED TYPICALWHEREVER THE SECTION APPLIES.5.REINFORCEMENT SHALL BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS UNLESS OTHERWISEINDICATED ON THE DRAWINGS.6.REINFORCEMENT SHALL BE SET BEFORE PLACING CONCRETE. SETTING ANY REINFORCEMENT INTO WETCONCRETE IS PROHIBITED.CONCRETE1.CONCRETE WORK SHALL CONFORM TO THE LATEST EDITIONS OF THE BUILDING CODE REQUIREMENTS FORREINFORCED CONCRETE (ACI 318), AND SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING (ACI301.2.CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND SHALL HAVE A COMPRESSIVE STRENGTH OF 4,500PSI AT 28 DAYS, SHALL BE AIR ENTRAINED BETWEEN 4.5 AND 7.5 PERCENT, SHALL HAVE MAXIMUMWATER/CEMENT RATIO OF 0.45, AND SHALL HAVE A TOTAL CEMENTITIOUS MATERIAL IN THE MIX BETWEEN635 LBS (MIN) AND 658 LBS (MAX) PER CUBIC YARD.3.CONCRETE MATERIALS:3.1.PORTLAND CEMENT: TYPE II, MEETING REQUIREMENTS OF ASTM C1503.2.FLY ASH: CLASS F CONFORMING TO ASTM C9893.3.GROUND GRANULATED BLAST SLAG: CONFORMING TO ASTM C9893.4.FINE AGGREGATE: NATURAL SAND CONFORMING TO ASTM C33 WITH A FINENESS MODULUS = 2.75(PLUS/MINUS 0.25)3.5.COARSE AGGREGATE: 3/4" PROCESSED STONE CONFORMING TO ASTM C333.6.WATER: SHALL BE CLEAN, POTABLE3.7.MID-RANGE WATER REDUCING AGENT: CONFORMING TO ASTM C494 TYPE A3.8.HIGH-RANGE WATER REDUCING AGENT: CONFORMING TO ASTM C494 TYPE F3.9.AIR-ENTRAINING AGENT: CONFORMING TO ASTM C2604.CONCRETE SLAB SHALL BE CAST SO THAT THE SLAB THICKNESS IS AT NO POINT LESS THAN THATINDICATED ON THE DRAWINGS.5.CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS EXCEPT WHERE SHOWN ORNOTED.6.ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING IN ACCORDANCE WITH THE FOLLOWINGREQUIREMENTS: CURING SHALL BE ACCOMPLISHED BY A CONTINUOUS SOAKING PROCESS SUCH AS THEUSE OF SOAKER HOSE OR SPRINKLERS, OR BY USE OF PLASTIC ROLL MATERIALS TO COVER THE CONCRETE,WHICH SHALL BE THOROUGHLY WETTED AT LEAST ONCE A DAY OR MORE OFTEN AS REQUIRED IN VERY HOTWEATHER. SUCH PLASTIC SHALL BE PLACED AS SOON AS POSSIBLE AFTER FINISHING OF CONCRETE AS ISPROPER SO THAT SCARRING OF THE SURFACE WILL NOT OCCUR. PLASTIC SHALL BE HELD IN PLACE ON THESURFACE OF THE CONCRETE IN SUCH A MANNER AND MEANS AS WILL NOT ALLOW IT TO BE BLOWN OFF OROTHERWISE DISLODGED FROM THE CONCRETE SURFACE. CURING PROCEDURES SHALL BE MAINTAINEDCONTINUOUSLY FOR A PERIOD OF AT LEAST 7 DAYS.7.CONCRETE SHALL NOT BE ALLOWED TO FLOW HORIZONTALLY OVER DISTANCES EXCEEDING 10 FEET ORDROPPED VERTICALLY OVER 6 FEET.8.THOROUGHLY CONSOLIDATE EACH LAYER OF CONCRETE BY RODDING AND VIBRATING USING INTERNALTYPE MECHANICAL VIBRATOR.9.IMMEDIATELY AFTER THE END OF THE WET CURE PERIOD, REMOVE FROM TIES AND PATCH ALL TIE-HOLES,RAT HOLES AND OTHER SURFACE VOIDS WITH A NON-METALLIC, NON-SHRINK GROUT, WHICH MOST NEARLYMATCHES THE COLOR AND TEXTURE OF THE CONCRETE SURFACE. ALL PROTRUSIONS SHALL BE GROUNDSMOOTH WITH AN APPROVED MECHANICAL GRINDER.10.COLD WEATHER CONDITIONS SHALL BE IMPLEMENTED IN ACCORDANCE WITH ACI 306.1-90 WHEN FOR MORETHAN THREE SUCCESSIVE DAYS THE AVERAGE DAILY OUTDOOR TEMPERATURE DROPS BELOW 40°F.11.DURING COLD WEATHER CONCRETE PROCEDURES, THE CONCRETE TEMPERATURE AT THE TIME OFPLACEMENT SHALL BE SPECIFIED:11.1.A. TABLE - CONCRETE TEMPERATURE DURING COLD WEATHER CONDITIONSLEAST DIMENSIONS OF MINIMUM TEMPERATURE OF CONCRETE MAXIMUMGRADUAL DECREASE IN SECTION (INCHES)AS PLACED AND MAINTAINED DURING SURFACETEMPERATURE DURING HOURS PROTECTION PERIOD, °FAFTER ENDOF PROTECTION, °FLESS THAN 125550 12 TO LESS THAN 365040PLAN VIEWSTORMCEPTOR 450iNO SCALEOIL INSPECTIONPIPE (CAPOPTIONAL)OUTLET PIPEOUTLET RISERPERMANENT POOL ELEVATIONWEIRREMOVABLEDROP TEESOLIDSSTORAGE SUMPINLET PIPE, OPTIONAL(IF PIPE IS REQUIRED,INVERT IS 3" HIGHERTHAN OUTLET INVERT)REMOVABLE DROPTEE HANDLESTORMCEPTOR INSERTGRADE RINGS/RISERS(NOT PROVIDED BY CONTECH)CONTRACTOR TO GROUT TOFINISHED GRADESECTION VIEWTOP SLAB ACCESS(SEE FRAME ANDCOVER DETAILS)48" I.D.MANHOLESTRUCTURE6"TRENCH WIDTH"D"6"NOTES:1.PROVIDE 3' MINIMUM COVER FOR STORMWATER PIPES.2.COMPACT ALL BACKFILL MATERIAL WITH VIBRATORY PLATE EQUIPMENT (MINIMUM TWO PASSES) TO AMINIMUM DENSITY OF 95 PERCENT OF THE STANDARD PROCTOR DENSITY AS DETERMINED BY ASTM D698.3.PLACE BACKFILL MATERIAL IN MAXIMUM ONE FOOT LIFTS.4.FOR PIPES LESS THAN 24" IN DIAMETER THE TRENCH WIDTH SHALL BE 5.0'. FOR PIPES 24" IN DIAMETERAND GREATER, TRENCH WIDTH SHALL BE THE PIPE DIAMETER + 3.0'.UNDISTURBEDSOIL EARTHGRANULAR FILL OR APPROVEDPREVIOUSLY EXCAVATED MATERIAL8" MAX. STONE DIAMETERPROVIDE TRENCH BOX, SHEETINGOR OTHER MEANS ACCORDINGTO OSHA STANDARDSEXISTING GRADESAND BORROW ORGRAVEL SUBBASEUTILITY WARNING TAPE MARKED"DRAIN" OR AS APPROPRIATESTORMWATERDRAIN PIPE2' MIN CRUSHED STONETYPICAL DRAIN LINE NO SCALERETAIN-IT SUBSURFACE INFILTRATION SYSTEM MODULENO SCALENOTES:1.CONCRETE - 5,000 PSI, 28 DAYS2.REINFORCING STEEL CONFORMS TO LATEST ASTMA615 AND A82 OR A185 SPECS3.H-20 DESIGN LOADING PER AASHTO HS-20-444.6" DEPTH GRAVEL BED REQUIRED BELOWINFILTRATION SYSTEM5.12" OF GRAVEL REQUIRED AROUND SYSTEMPERIMETER6.FINAL UNIT SPECIFICATIONS TO BE COORDINATEDWITH MANUFACTURERJEANCHRISTYCIVIL47080No.06/13/2025JOHN A.BOLOGNA33776No.06/13/2025
PRECAST BASE6"MULTIPLES 12",24",36" OR 48"AS REQUIRED24"48"Ø5"8"MIN4'-0" SUMP24" SQUAREOPENINGO.D. OF PIPE+2" CLEARANCEFRAME & GRATE12"Ø PVCDRAIN PIPECAST IRON HOOD22"±34"±8"24"±3/4"±1 1/4"1 1/4"SECTION A-ANOTES:1. MINIMUM FRAME WEIGHT: 4 FLANGE - 295± LBS 3 FLANGE - 265± LBS2. MATERIAL - CAST IRON, SEESPECIFICATIONS3. FOR ADDITIONAL INFORMATION SEEMHD 201.6.0PLANAA23 78"±2"1 14"1 14"SECTION A-A2 14"±1 14"±NOTES:1. MINIMUM WEIGHT OFGRATE - 190 LBS.2. MATERIAL - CAST IRON,SEE SPECIFICATIONS.AAPLANGUTTER LINEDESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 C-SHEET.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:19am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 C-SHEET.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABDETAILS - 3C-503STANDARDMANHOLE RUNGASECTION AAPIPE DIA. + 24" MIN.70"ØMULTIPLES 12",24",36" OR 48"AS REQUIRED 36"48"Ø6"5 1/8"24"Ø5"12"4"1/4" PIPE DIAMETERSS CLAMPGROUTSECTION B-BRUBBER BOOT12 PIPE LENGTH48" PRECAST DRAIN MANHOLENO SCALEBB8 1 4"318"1316"14"15 716"24"34"8"±24" DIAMINIMUM WEIGHT: 240 LBS.2
6
"
D
I
AMINIMUM WEIGHT: 200 LBS.3"±1 1/8"±NOTES:1.FRAME AND COVER SHALL BE PROVIDED FROM THE SAME MANUFACTURER.2.LETTERING SHALL BE CAST INTO COVERS AS SPECIFIED.STANDARD MANHOLE COVERSTANDARD MANHOLE FRAMEMANHOLE FRAME & COVERNO SCALEPRECAST CONCRETE CATCH BASIN1/2" = 1'-0"CATCH BASIN FRAME & GRATE3/4" = 1'-0"6"FIN. GRADESLOPESLOPE4'-6"4'-0"
6"1'-6" DIA3,000 PSI CONCRETE6" DIA, SCH 40 STEEL PIPE,CONC FILLED BOLLARD,PAINT SAFETY YELLOW (TYP)SLOPE TOP OF CONCFILL FOR DRAINAGE6" DIAMETER STEEL BOLLARDNO SCALEQUALITY CONTROLLED - AIR ENTRAINED CONCRETENOTE:1.CURBING TO BE PINNED THROUGH ASPHALT PAVEMENT.HOLES FOR 5/8" DOWELS1'-0" FROM EACH END1/2" CHAMFERBDCAEABCDEWEIGHT PERFOOTREINFORCINGSCHEDULE6'-0"6"4 1/2"2 1/2"1 3/4"23 LBS.4 - #3 BARSCONCRETE WHEELSTOPNO SCALEJEANCHRISTYCIVIL47080No.06/13/2025JOHN A.BOLOGNA33776No.06/13/2025
DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 C-SHEET.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-11:19am By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 C-SHEET.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABDETAILS - 4C-504R7-8RESERVEDPARKING12"18"VANACCESSIBLE18"9"R7-8P24" MIN.28" MIN.
18'5' MIN. TYP9'NOTES:1.SIGN BACKGROUND - BLUE REFLECTIVE2.LETTERS, GRAPHICS & BORDER - WHITE REFLECTIVE4" WHITE LINE3' ON CENTER45° ANGLETO STALLINTERNATIONALSYMBOL OFACCESSIBILITY4" WHITE LINE(TYP.)BLUE PAVEMENTPAINT4" WHITE LINEACCESSIBLE SPACEINTERNATIONAL SYMBOLOF ACCESSIBILITYR7-8 AND R7-8PMOUNTED ONTYPICAL SIGN POST9' MIN. VAN1 1/2" HMA TOP COURSECOMPACTED PROCESSED GRAVEL(MHD 1.03.1)2 1/2" HMA BINDER COURSENOTES:1.TAMP EDGES WHERE PAVING ABUTS LOAM AND SEED AREAS2.APPLY BITUMINOUS SEALANT ALONG ALL PAVEMENT SAWCUTLINES AND BUILDING INTERFACE6"12"FLUSH GRANITE CURBNO SCALE6"8"
17"-19"1/2"4"MIN.6"
REVEAL11"-13"MAXIMUM ALLOWABLE BREAK BACK8" - FOR ALL CURB LENGTHS6"PAVEMENT9"MIN
OVERALL
HEIGHTSUITABLE IN-SITU MATERIAL ORGRAVEL BORROWCEMENT CONCRETE BASE(3,000 PSI MIX) SET TO HMABASE/BINDER COURSE ELEVATIONGRANITE CURB TYPE VA4NO SCALEVERTICAL GRANITE CURBINGSMOOTH QUARRY SPLITVERTICAL GRANITE CURBINGVERTICAL GRANITE CURBINGSECTIONELEVATION12" PROCESSED GRAVEL BORROWPERMEABLE UNIT PAVERS(SEE LANDSCAPE DETAILS)1.5" HOT MIX ASPHALT TOP COURSE2.5" HOT MIX ASPHALT BINDER COURSE6"FLUSH GRANITE CURBHMA PAVEMENTNO SCALEACCESSIBLE STRIPING AND SIGNAGE DETAILNO SCALEHMA CURBNO SCALE2" GALVANIZEDFENCE POST CAP12" X 18" X 0.08" ALUMINUMSIGN BOLT TO STEEL TUBE WITH3/8" CADMIUM PLATED BOLTS,NUTS & WASHERS2" SQUARE GALVANIZEDUNISTRUT EXTENDED 4'INTO SOILFINISH GRADE4'-0"4' - 0"NOTE:1.SEE OVERALL SITE PLAN FOR SIGNSCHEDULE AND LOCATIONSTYPICAL SIGN INSTALLATIONNO SCALE1"9"2" R(TYP)7 1 2"45°6"1 12"HMA TOP COURSEHMA BINDER COURSEPROCESSED GRAVEL BASE(MHD 1.03.1)JEANCHRISTYCIVIL47080No.06/13/2025JOHN A.BOLOGNA33776No.06/13/2025
OSWOSWSSSWVPPPPSSSDDOSWOSWWVDYHPPPSCONC.PAD/SEPTICALARMPANELPPPPPPPPPPPPPPPPPPPPPPFSGCEOPWMWMHEDGEHEDGEBRICK WALKHEDGECONC. PADW/METALHATCH DOORLAWNHEDGELACONC./ROCK RET.WALLCONC.LANDINGGRAVELWALKCONC./ROCK RET.WALLBIT. CONC. WALKRESTROOMSCOVEREDPAVILIONWOODDECKVGC
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REPLACE DAMAGED ANDMISSING GUIDE PILEATTACHMENTS (TYP.)SEE SHEET C-102 FORSTORMWATER STRUCTURES24.0' ALUMINUM GANGWAY90°'90°'96°'40.0'TOP OF SHEET EL 6.72.0' WIDE CONC CAPTOW SLOPES FROM EL7.6 TO 7.12.0' WIDE CONC CAPTOW=EL 7.195.0'TOP OF SHEET EL 6.62.0' WIDE CONC CAPTOW=EL 7.1REPLACEMENT 30.0' ALUMINUM GANGWAY4.0' WIDE BY 14.0' LONG PILESUPPORTED PIER OVERFRAMEDON TOP WHARF. TOP EL 7.02.0' WIDE CONC CAPTOW=EL 4.7REINSTALL FLOAT110.
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14.0' WIDE BY 30.0' LONG PILESUPPORTED WHARF. TOP EL 4.7INFILL GAPS IN REVETMENTWITH ANGULAR RIP-RAPSTEP IN TOW(3) ROWS OF (6) 12" DIA P.T. PILE(1) ROW OF (6) 12" DIAP.T. FENDER PILES(8) TIEBACKS @ 5.0'(9) HELICALS @ 10.0'(4) HELICALS @ 10.0'(19)
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'START OF SLOPE42.9'TOP OF SHEET EL VARIES FROM 6.6 TO 4.2SHEET PILE RETURN TOPROPERTY LINE TOP OFSHEET EL 450-FOOT BUFFER FROMCOASTAL BANK100-FOOT BUFFERFROM COASTAL BANKLIMIT OF RIVERFRONT(200 FT FROM MHW)LAND SUBJECT TO COASTAL STORM FLOWAGEHTL
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DESIGNED/CHECKED BY:DRAWN BY:FILE:APPROVED BY:6 Pleasant StreetYarmouth,MassachusettsPacketLandingMarinaResiliencyTown ofYarmouthDATE:PROJECT NO:MARKDATEDESCRIPTIONY0007-0023 S-SHEET.dwg06/18/2025Y0007-0023SCALE:Plotted On:Jun 12, 2025-2:10pm By: TMcSparrenLast Saved: 6/12/2025Tighe & Bond:\\tighebond.com\data\Data\Projects\Y\Y0007 Yarmouth\0023 - Packet Landing Marina, 6 Pleasant Street\CAD\Sheet\Y0007-0023 S-SHEET.dwg
THIS DOCUMENT IS RELEASEDTEMPORARILY FOR PROGRESS REVIEW ONLY.IT IS NOT INTENDED FOR BIDDING ORCONSTRUCTION PURPOSES.PERMIT SETDAP/CEC/ALGNTB/JECJABWATERFRONTSTRUCTURES PLANS-1010010'20'SCALE: 1" = 10'N1" = 10'NTB1
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4C-3013C-30106/20/202306/18/2025JOHN A.BOLOGNA33776No.06/13/2025