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HomeMy WebLinkAboutPlans 7.6.2022© 2022 Microsoft Corporation Earthstar Geographics SIO © 2022 TomTom © 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 TomTom PERMIT SUBMISSION NOT FOR CONSTRUCTIONCoastal Engineering Co., Inc. © 2021 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSESONLY AND SHALL NOT BE USED FOR CONSTRUCTION.CONTRACTOR SHALL OBTAIN FINAL CONSTRUCTIONDETAILS FROM THE ENGINEER PRIOR TO PREPARATION OFCONSTRUCTION BID AND BEFORE BEGINNING ANY WORK.F:\SDSKPROJ\C19000\C19633\C19633-01\C19633-01-MAR.dwg 7/6/2022 5:20 PM NEPTUNE LANE LLC BULKHEAD REPLACEMENT 17 NEPTUNE LANE YARMOUTH, MA C19633.01COVER, SHEET INDEX, LOCATION & VICINITY MAPSG-00115AS NOTED07-06-2022C19633-01-MAR.dwgNDJTDT17 NEPTUNE LANESOUTH YARMOUTH, MABULKHEAD REPLACEMENTPROJECT SITESHEET INDEXSHEET DESCRIPTIONDATEG-001 COVER, SHEET INDEX, LOCATION & VICINITY MAPS07-06-2022G-002 GENERAL NOTES, LENGEND, ABBREVIATIONS & OVERVIEW PLAN07-06-2022C-101 PLAN SHOWING LIMITED EXISTING CONDITIONS07-06-2022C-102 PLAN SHOWING PROPOSED CONDITIONS07-06-2022C-301 PLAN SHOWING SECTIONS & DETAILS07-06-2022PREPARED FOR: NEPTUNE LANE LLCPREPARED BY: COASTAL ENGINEERING COMPANY, INC.PROJECT SITESITE VICINITY MAPSCALE: N.T.S.SITE LOCATION MAPSCALE: 1" = 100' EMEM NEP T U N E L A N E (40' W I D E P A V E D W A Y )REVETMENTFLOATING DOCK (TYP)PARKERS RIVERMAP 32, PARCEL 117N/FVRI DEVELOPMENT & SALESRIVERVIEW RESORTPO BOX 399HYANNIS, MA 02601MAP 32, PARCEL 120N/FKATZ, STEVEN M99 SULLIVAN RDWEST YARMOUTH, MA 02673MAP 32, PARCEL 119N/FPIER 7 CONDOMINIUM TRUSTC/O RJ + RA OSTELLINO TRS711 ROUTE 28SOUTH YARMOUTH, MA 02664-5138FLOODEBBREVETMENTLOT L INE LOT L INE LOT LINE BUILDINGDECKBOAT RAMPGANGWAYGANGWAYTIMBER PILING (TYP)TIMBERBULKHEADTIMBER BULKHEADSHEDAPPROXIMATEBUILDINGOUTLINESEE SHEETS C-101 & C-102FOR DETAILED SITE PLANSLIGHT POST6.9'SPOT ELEVATIONPILINGPERMIT SUBMISSION NOT FOR CONSTRUCTIONGENERAL NOTES:1.THE PROPERTY IS LOCATED IN THE TOWN OF YARMOUTH, MA ALONG PARKERS RIVER AND IS REFERENCED BY 17 NEPTUNE LANE(ASSESSORS MAP 032, PARCEL 118), (DEED BOOK 26584, PAGE 0273), (PLAN BOOK 298, PAGE 24).2.VERTICAL DATUM IN U.S. SURVEY FEET REFERENCED TO MEAN LOW WATER DERIVED FROM THE NORTH AMERICAN VERTICAL DATUM OF1988 (NAVD88) BASED UPON THE HEXAGON SMARTNET RTK NETWORK.3.THIS PLAN IS THE RESULT OF AN INSTRUMENT SURVEY PERFORMED 6-24-2021.4.EXISTING UTILITIES, UNDERGROUND AND OVERHEAD, MAY EXIST IN ADDITION TO THE UTILITY INFORMATION SHOWN ON THESE PLANS.THIS PLAN MUST NOT BE USED TO LOCATE UNDERGROUND UTILITIES. CALL DIG SAFE AT 811 PRIOR TO STARTING ANY EXCAVATION.5.THIS SURVEY HAS BEEN PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY NOT REVEAL ANY FACTS THAT WOULD BEDISCLOSED BY ONE.6.STANDARD SPECIFICATIONS, WHEN REFERENCED IN THESE DRAWINGS, SHALL MEAN THE MASSACHUSETTS DEPARTMENT OFTRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (CURRENT ED). PARTS OF THE STANDARDSPECIFICATIONS THAT ARE SPECIFICALLY REFERENCED SHALL BECOME PART OF THESE DRAWINGS AS THOUGH STATED HEREIN IN FULL.IN CASE OF A DISCREPANCY BETWEEN THE STANDARD SPECIFICATIONS AND THE REQUIREMENTS STATED WITHIN THE DRAWINGS, THEREQUIREMENTS STATED WITHIN THE DRAWINGS SHALL PREVAIL.7.THIS PROJECT IS OWNED AND FUNDED BY NEPTUNE LANE, LLC. THEREFORE, SOME OF THE REFERENCES AND TERMINOLOGY OF THESTANDARD SPECIFICATIONS MAY SEEM OUT OF PLACE. THE ENGINEER FOR THIS PROJECT IS COASTAL ENGINEERING COMPANY, INC. THEMASSACHUSETTS DEPARTMENT OF TRANSPORTATION IS NOT A PARTY TO THE PROJECT.8.THE CONTRACTOR SHALL SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF THE BULKHEADS AS DESCRIBED ANDSHOWN ON THE PLAN AND DETAILS.9.THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND THE ORDER OF CONDITIONSISSUED BY THE YARMOUTH CONSERVATION COMMISSION.10.ACCESS TO THE LIMIT OF WORK SHALL BE FROM THE OWNERS PROPERTY AND FROM THE WATER VIA FLOATING BARGE. STAGING AREAFOR MATERIALS TO BE ON WORKING BARGE AND IN THE OWNERS PROPERTY. THE CONTRACTOR SHALL GAIN ALL NECESSARYPERMISSIONS FOR ACCESS OVER PRIVATE OR TOWN PROPERTY PRIOR TO CONSTRUCTION.11.FLOATING TURBIDITY CURTAIN TO BE INSTALLED ALONG THE LIMIT OR WORK FOR IN-WATER WORK. CONTRACTOR TO MAINTAIN CURTAINDURING CONSTRUCTION.12.AREAS DISTURBED THROUGH CONSTRUCTION ACCESS TO BE RE-VEGETATED TO MATCH PRE-CONSTRUCTION CONDITIONS.13.SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN THE "COASTALCONSTRUCTION MANUAL" AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA-55).14.ALL DIMENSIONS, GRADES, ETC. SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIESBROUGHT TO THE ATTENTION OF THE ENGINEER TO BE RESOLVED PRIOR TO CONSTRUCTION.STRUCTURAL NOTES1.STRUCTURAL WORK SHALL BE COORDINATED WITH APPLICABLE LICENSES AND PERMITS, AND SHALL CONFORM TO THE PROJECTSPECIFICATIONS, INCLUDING THE FOLLOWING GOVERNING STANDARDS:A.AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" LATEST EDITION.B.ACI "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE." (ACI 318-14)C.THE CODE FOR WELDING IN BUILDING CONSTRUCTION BY THE AMERICAN WELDING SOCIETY (AWS D1.1)D.THE TIMBER CONSTRUCTION MANUAL, 4TH EDITION," AMERICAN FOREST & PAPER ASSOCIATION.E.THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, LATEST EDITION.2.CONSTRUCTION IS TO CONFORM TO THE APPLICABLE DESIGN STANDARDS. ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOESNOT INFER THAT THE CONTRACTOR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS.3.MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS, TESTS,AND REQUIREMENTS OF ACCEPTED ENGINEERING PRACTICE AS LISTED IN APPENDIX A OF THE MASSACHUSETTS STATE BUILDING CODE.4.THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK. ANY DISCREPANCYBETWEEN WHAT IS SHOWN ON THE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITINGBEFORE PROCEEDING WITH ANY WORK.5.DESIGN VERTICAL LIVE LOADS:-GROUND SNOW LOAD: 25 PSF-SURCHARGE LIVE LOAD: 200 PSF-DECK: 100 PSFWIND LOAD:-ZONE - 3; EXPOSURE - D-WIND SPEED (ULTIMATE): 138 MPH6.NOTIFY THE ENGINEER OF ANY DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN.7.THE CONTRACTOR SAHLL VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.STRUCTURAL STEEL NOTES1.STRUCTURAL STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS:ASTM A36 ANGLES, CHANNELS, PLATES AND MISC. FRAMING MEMBERS, UNLESS OTHERWISE NOTED (MINIMUM YIELD STRENGTH FY=36,000 PSI).ASTM A325 BOLTS USED FOR CONNECTING STRUCTURAL STEEL MEMBERS.ASTM A572 GR.50STEEL SHEET PILINGASTM A307 GR."A"THREADED RODS AND BOLTS.ASTM A123/A123MGALVANIZED STEEL2.STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM TO THE STANDARDS OF THE CURRENT AISC SPECIFICATIONS FORDESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.3.WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY (A.W.S.). SHOP AND FIELD WELDS SHALLBE MADE BY APPROVED CERTIFIED WELDERS.4.ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233 (CLASS 70). WELDS NOT SHOWN SHALL BE AWSMINIMUM. WELDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED. SUBMIT WELDER CURRENT CERTIFICATIONSTO ENGINEER FOR APPROVAL PRIOR TO STARTING WORK.5.SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE DRAWING IS PROHIBITED.6.WELD STEEL CONTACT SURFACES (OTHER THAN BOLTED CONNECTIONS) WITH A CONTINUOUS 3/16-INCH MINIMUM WELD, UNLESSOTHERWISE SPECIFIED.7.TORCH CUTTING OR HOLE BURNING IS NOT ALLOWED, NO EXCEPTIONS.8.STEEL BELOW THE BASE FLOOD ELEVATION SHALL BE CORROSION RESISTANT IN ACCORDANCE WITH THE "COASTAL CONSTRUCTIONMANUAL"9.STRUCTURAL STEEL MEMBERS SPECIFIED TO BE GALVANIZED SHALL BE FABRICATED WITH CONNECTION PIECES PRIOR TOGALVANIZATIONTIMBER 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 MOISTURE CONTENTSHALL 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 STAINLESS STEEL, UNLESSNOTED OTHERWISE4.LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOTALLOWED FOR USE, UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER.5.CONTRACTOR SHALL SUBMIT PROPOSED WOOD SPECIES, GRADES, GRADING AGENCY, TYPE OF PRESSURE TREATMENT, MANUFACTUREDATA, AND CERTIFICATIONS TO THE ENGINEER FOR WRITTEN APPROVAL PRIOR TO ORDERING ANY MATERIALS.6.USE FULLY NAILED METAL CONNECTORS (USP, SIMPSON, TECO, OR EQUAL), JOIST, OR BEAM HANGERS WHEN JOISTS OR BEAMS FRAMEINTO OTHER JOISTS OR BEAMS. REFER TO FRAMING PLAN FOR CONNECTOR TYPES.7.WOOD PRODUCTS SHALL BE STORED IN A DRY LOCATION.8.IN NO CASE SHALL JOISTS, BEAMS, STUDS OR ANY OTHER FRAMING MEMBER BE CUT, NOTCHED, DRILLED, OR OTHERWISE MODIFIEDWITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.9.WOOD FRAMING BELOW THE BASE FLOOD ELEVATION SHALL BE FLOOD-DAMAGE RESISTANT MATERIALS IN ACCORDANCE WITH THE"COASTAL CONSTRUCTION MANUAL".10.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BEGRADE STAMPED BY A RECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY:GENERAL EARTHWORK1.SOIL CONDITIONS HAVE NOT BEEN EXPLORED WITH TEST PITS OR BORINGS, AND ARE ASSUMED TO BE MINIMUM ALLOWABLE PER THEBUILDING CODE, SOIL BEARING CAPACITY IS ASSUMED TO BE 2,500 POUNDS PER SQUARE FOOT.2.EXCAVATION SLOPE GEOMETRY AND THE PROTECTION OF THE EXISTING UTILITIES AND STRUCTURES ADJACENT TO THE WORK AREA ISTHE CONTRACTOR'S RESPONSIBILITY.3.THE EXCAVATION BOTTOM SHALL BE CAREFULLY SHAPED TO CONFORM TO THE SHAPE OF THE FOUNDATION. THE PREPAREDEXCAVATION BOTTOM SHALL BE FREE OF ORGANIC MATERIAL, LARGE STONES OR BOULDERS, AND SIMILAR OBJECTS/MATERIALS.4.THE BOTTOM OF EXCAVATION AND/OR REMOVAL OF WATERTABLE MATERIAL SHALL BE INSPECTED BY THE ENGINEER PRIOR TOPLACEMENT OF STRUCTURAL FILL AND/OR CONCRETE WORK.5.PLACE AND COMPACT BACKFILL TO A DENSITY EQUAL TO THE UNDISTURBED EXCAVATION BOTTOM FROM THE BOTTOM OF THEEXCAVATION TO FOUNDATION BOTTOM ELEVATION, AND AS INDICATED IN THE SPECIFICATIONS AND DETAILS6.EXCAVATION SHORING SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIRED. SUBMITTALS SHALL BE APPROVED BY THE ENGINEERPRIOR TO EXCAVATION.7.FOUNDATION MATERIAL SHALL BE EXCAVATED ONSITE GRANULAR MATERIAL, FREE FROM STONES, ROOTS, AND ORGANIC MATERIAL, ANDOF SUITABLE GRADATION FOR SATISFACTORY COMPACTION. IF EXCAVATED MATERIAL AT A PARTICULAR LOCATION IS NOT AVAILABLE(SEE SECTION, MATERIAL HANDLING) OR IS NOT SATISFACTORY, USE IMPORTED GRANULAR MATERIAL CONFORMING TO CONTRACTSPECIFICATIONS.8.ALL FOUNDATIONS AND SLABS ARE TO BEAR ON UNFROZEN, UNDISTURBED MATERIAL OR UNFROZEN ENGINEERED COMPACTED FILL. IT ISTHE CONTRACTORS RESPONSIBILITY TO ASSURE THAT THE SOILS BELOW THE FOOTINGS REMAIN UNFROZEN.9.ALL COMPACTED FOUNDATION SUBGRADE FILL MATERIALS SHALL BE FREE OF ORGANIC MATERIAL AND BE COMPACTED TO A MINIMUMOF 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D698, AND OBTAIN A MINIMUM ALLOWABLE BEARING PRESSURE AS SETFORTH ABOVE.10.SITE TO BE GRADED SMOOTHLY AND EVENLY IN ACCORDANCE WITH THE ORIGINAL CONTOURS AND SPOT GRADE ELEVATIONS.CONTRACTOR IS RESPONSIBLE FOR ENSURING A POSITIVE DRAINAGE FLOW TO ALL CATCH BASINS WITHOUT CREATING ANY FLAT SPOTSTHAT WILL RESULT IN STANDING WATER.EARTHWORK MATERIALS1.GRAVEL BORROW, SHALL BE M1.03.0 TYPE B AS SPECIFIED IN THE STANDARD SPECIFICATIONS SECTION M1/03/0: GRAVEL BORROW.2.CRUSHED STONE, SHALL BE M2.01.4 PER TABLE M2.01.0-1 AS SPECIFIED IN THE STANDARD SPECIFICATIONS SECTION M2.01.0: CRUSHEDSTONE.3.PROCESSED GRAVEL BASE, SHALL BE M1.03.1: PROCESSED GRAVEL FOR SUBBASE AS SPECIFIED IN THE STANDARD SPECIFICATIONS.CONCRETE NOTES1.ALL CONCRETE WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:A.THE STANDARD SPECIFICATIONS TO DATE.B.THE AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"; ACI 318-08.2.CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED UNDER THE SUPERVISION OF THE APPROVED TESTING AGENCY.3.CONCRETE DEADMAN ANCHORS SHALL BE CAST-IN-PLACE.4.ALL CONCRETE MIX DESIGNS SHALL BE SIMILAR TO THAT PROVIDED AND APPROVED BY MassDOT. VARIATIONS IN THE MIX DESIGN SHALLBE SUBJECT TO THE APPROVAL OF THE ENGINEER. CONCRETE USED IN PRECAST MEMBERS SHALL CONFORM WITH M4.06.1 (HIGHPERFORMANCE CEMENT CONCRETE):A.28-DAY STRENGTH = 5,000 PSIB.MINIMUM CEMENT PER CY OF CONCRETE = 685 LBC.AIR ENTRAINED 6.5±+ 1.5%D.SILICA FUME 6± 1% (DRY WEIGHT)E.MAXIMUM WATER/CEMENT RATIO = 0.40F.SLUMP = 2 TO 6 IN (TARGET = 4 IN)G.MAXIMUM SIZE COARSE AGGREGATE = 3/4"4.ALL CONCRETE SHALL BE AIR-ENTRAINED TO 6.5± 1.5%.5.CONCRETE SHALL BE CURED FOR A MINIMUM OF SEVEN DAYS BEFORE ANY LOADS ARE APPLIED THERETO.6.PROVIDE A STEEL TROWELED FINISH FOR SLABS-ON-GRADE AND A BROOM FINISH FOR EXTERIOR SLABS.7.ALL CONCRETE SHALL BE PLACED IN THE DRY.8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULFILLING THE TESTING REQUIREMENTS FOR ALL CONCRETE IN ACCORDANCE WITHTHE STANDARD SPECIFICATIONS.9.DURING COLD WEATHER CONDITIONS ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS ANDPROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER.10.DURING HOT WEATHER CONDITIONS, ATTENTION SHALL BE GIVEN TO INGREDIENTS, PRODUCTION METHODS, HANDLING, PLACING,PROTECTION, AND CURING TO PREVENT EXCESSIVE CONCRETE TEMPERATURES OR WATER EVAPORATION THAT WOULD IMPAIRREQUIRED STRENGTH OR SERVICEABILITY OF THE STRUCTURE.11.ALL EQUIPMENT ANCHOR BOLTS FURNISHED BY EQUIPMENT MANUFACTURER ARE TO BE INSTALLED BY THE CONTRACTOR, AND SHALL BESTAINLESS STEEL OR HOT-DIPPED GALVANIZED AS REQUIRED.12.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING CONCRETE MIX DESIGNS AND SPECIFICATION SHEETS FOR ALLADMIXTURES FOR APPROVAL BY THE ENGINEER PRIOR TO THE PLACEMENT OF ANY CONCRETE.OVERVIEW PLANSCALE: 1" = 60'AG-0021 inch = 60 ft.6030060180Coastal Engineering Co., Inc. © 2021 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSESONLY AND SHALL NOT BE USED FOR CONSTRUCTION.CONTRACTOR SHALL OBTAIN FINAL CONSTRUCTIONDETAILS FROM THE ENGINEER PRIOR TO PREPARATION OFCONSTRUCTION BID AND BEFORE BEGINNING ANY WORK.F:\SDSKPROJ\C19000\C19633\C19633-01\C19633-01-MAR.dwg 7/6/2022 5:20 PM NEPTUNE LANE LLC BULKHEAD REPLACEMENT 17 NEPTUNE LANE YARMOUTH, MA C19633.01GENERAL NOTES, LEGEND, ABBREVIATIONS & OVERVIEW PLANG-00225AS NOTED07-06-2022C19633-01-MAR.dwgNDJTDTPROPERTY LINEMAJOR CONTOUREXISTING8CHAIN LINK FENCEXBOUNDMINOR CONTOUR10EMELECTRIC METERCATCH BASINSTOCKADE FENCETIMBER PRESERVATIVE TREATMENT AND GRADE SPECIFICATIONSMEMEBER / LOCATIONLUMBER GRADESERVICE CONDITIONSPRESERVATIVERETENTION LEVEL ANDTREATMENTSURFACE TEXTUREPILE CAP, FRAMING, ANDDECKING COMPONENTSNO. 2 SYPSALTWATER SPLASH /NOT IN GROUNDCONTACT0.31 PCF CA0.60 PCF ACQ0.23 PCF MCAS4S OR ROUGH SAWNFENDER PILESNO. 2 SYPSUBMERGED /SALTWATER SPLASH /GROUND CONTACT2.5 PCF CCAN/AABBREVIATIONSAPPROX.APPROXIMATEBNDBOUNDBOWBOTTOM OF WALLCONCCONCRETEDIADIAMETEREL/ELEVELEVATIONEXISTEXISTINGHTLHIGH TIDE LINEININCHESLFLINEAR FEETLSCSFLAND SUBJECT TO COASTALSTORM FLOWAGEMHWMEAN HIGH WATERMLWMEAN LOW WATERMINMINIMUMMISCMISCELLANEOUSNAVD88NORTH AMERICAN VERTICALDATUM OF 1988NTSNOT TO SCALEN/ANOT APPLICABLEN/FNOW OR FORMERLYOCON CENTER⅊PROPERTY LINEPROPPROPOSEDPTPRESSURE TREATEDSFSQUARE FOOTT.O.P.TOP OF PILET.O.W.TOP OF WALLTYPTYPICALT&GTONGUE AND GROOVEW/WITHLEGEND+ 6.9'PROPOSEDX810EMREVETMENTCONCRETEFLOODEBBFLOOD/EBB DIRECTIONWATER LEVELBENCHMARKHHELICAL PILE EM05-4-3-2-11234678X X X-50-4-3-2- 1 9 9 956789 6.7' 9.1' 9.1' 9.0' 9.1' 9.1' 9.0' 8.9' 9.1'9.0'9.0'9.4'BOAT RAMPFLOATING DOCKFLOATING DOCKFLOATING DOCKREVETMENTFLOATING DOCKFLOATING DOCKFLOATING DOCKBUILDINGCONCRETEWALKWAYPAVEDDRIVEWAYSHEDREVETMENTTIMBER PILING (TYP)FLOOD ZONE AE (EL 11 NAVD88)FLOOD ZONE AE (EL 12 NAVD88)ALUMINUM GANGWAY TO BE RESETALUMINUM GANGWAYFENCECONC. PAD TO BE REMOVEDAND RECONSTRUCTEDTIMBER STEPSGATEMHWMLWMHW MLW MHWMLW MHW & MLW (FORCED)M.H.W. & M.L.W (FORCED)PARKERS RIVERDOCK SYSTEM LICENSEDUNDER MASS DEP LIC. NO. 3032SEVERELY DETERIORATED TOP WALEEROSION BEHIND WALLPLANTERLAWNGRAVEL DRIVEWAYEXISTING RIP-RAP W/ CONCRETEMORTAR FALLING INTO RAMPTIMBER DECKTIMBER BULKHEAD IN DISREPAIR UNDERMASS DEP LIC. NO. 3032 TO BE REMOVEDTIMBER BULKHEAD IN DISREPAIR UNDERMASS DEP LIC. NO. 3032 TO BE REMOVEDCONC. PAD TO BE REMOVEDAND RECONSTRUCTEDEROSION BEHIND WALLPLANTERVEGETATED AREAAPPROX. LOCATION OF DEADMAN ANCHORAPPROX. LOCATION OF TIE ROD (TYP)ROOF OVERHANGTIMBER DECK TO BE REOVED AND RECONSTRUCTEDCoastal Engineering Co., Inc. © 2021 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSESONLY AND SHALL NOT BE USED FOR CONSTRUCTION.CONTRACTOR SHALL OBTAIN FINAL CONSTRUCTIONDETAILS FROM THE ENGINEER PRIOR TO PREPARATION OFCONSTRUCTION BID AND BEFORE BEGINNING ANY WORK.F:\SDSKPROJ\C19000\C19633\C19633-01\C19633-01-MAR.dwg 7/6/2022 5:20 PM NEPTUNE LANE LLC BULKHEAD REPLACEMENT 17 NEPTUNE LANE YARMOUTH, MA C19633.01PLAN SHOWING LIMITED EXISTING CONDITIONSC-10135AS NOTED07-06-2022C19633-01-MAR.dwgNDJTDTPERMIT SUBMISSION NOT FOR CONSTRUCTION1 inch = 10 ft.10501030MASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00)EXISTING PLAN VIEWSCALE: 1" = 10'AC-101 EM05-4-3-2-11234678X X X-50-4-3-2- 1 9 9 956789 6.7' 9.1' 9.1' 9.0' 9.1' 9.1' 9.0' 8.9' 9.1'9.0'9.0'9.4'BOAT RAMPFLOATING DOCKFLOATING DOCKFLOATING DOCKREVETMENTFLOATING DOCKFLOATING DOCKFLOATING DOCKBUILDINGCONCRETEWALKWAYPAVEDDRIVEWAYSHEDREVETMENTTIMBER PILING (TYP)FLOOD ZONE AE (EL 11 NAVD88)FLOOD ZONE AE (EL 12 NAVD88)ALUMINUM GANGWAYFENCETIMBER STEPSGATEMHWMLWMHW MLW MHWMLW MHW & MLW (FORCED)M.H.W. & M.L.W (FORCED)PARKERS RIVERRESET EXISTING GANGWAYREBUILD 4'-0" x 4'-6"CONC. PADREBUILD 4'-0" x 4'-6"CONC. PAD179'-8"±55'-0"±14'-8"±14'-8"±EXISTING FLOATING DOCKS TO BETEMPORARILY REMOVED DURINGCONSTRUCTION AS NEEDEDLIMIT OF WORK WITH SEDIMENTIATION BOOMDOCK SYSTEM LICENSEDUNDER MASS DEP LIC. NO. 3032EROSION BEHIND WALLLIMIT OF WORK WITH SEDIMENTATION BOOMREBUILD EXISTING DECKPLANTERLAWNGRAVEL DRIVEWAYTIMBER DECKEROSION BEHIND WALLPLANTERVEGETATED AREAROOF OVERHANGPROPOSED STEELSHEETPILE BULKHEAD (TYP)PROPOSED CONCRETEDEADMAN ANCHOR (TYP)REMOVE PORTION OF EXISTINGREVETMENT FOR INSTALLATION. REPLACEAT TOE TO PROTECT CONCRETE RAMPBPROPOSED TIMBERFENDER PILE (TYP)PROPOSED TIE ROD (TYP)HHHHHHHHHHTEN (10) PROPOSED TEMPORARYHELICAL PILE DECK SUPPORT TO BEINSTALLED PRIOR TO BULKHEAD ANDDECK REPLACEMENT PROJECT (TYP)12'-0" MAXEXISTING SHED TO BETEMPORARILY REMOVEDDURING CONSTRUCTIONAS NEEDEDLIMIT OF WORKCoastal Engineering Co., Inc. © 2021 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BY F:\SDSKPROJ\C19000\C19633\C19633-01\C19633-01-MAR.dwg 7/6/2022 5:20 PM NEPTUNE LANE LLC BULKHEAD REPLACEMENT 17 NEPTUNE LANE YARMOUTH, MA C19633.01PLAN SHOWING PROPOSED CONDITIONSC-10245AS NOTED07-06-2022C19633-01-MAR.dwgNDJTDTTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSESONLY AND SHALL NOT BE USED FOR CONSTRUCTION.CONTRACTOR SHALL OBTAIN FINAL CONSTRUCTIONDETAILS FROM THE ENGINEER PRIOR TO PREPARATION OFCONSTRUCTION BID AND BEFORE BEGINNING ANY WORK.PERMIT SUBMISSION NOT FOR CONSTRUCTION1 inch = 10 ft.10501030PROPOSED PLAN VIEWSCALE: 1" = 10'AC-102MASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00) 12" Ø TIMBER FENDER PILING @ 10'-0"±6"x6"6"x10"10"x10" WALE4"x10" T&G SHEETINGTIEBACK AT 5'-0"± OC5'±MHW EL. 3.6'MLW EL. 0.0TOW EL 9.1'±UNKNOWN ANCHORGRADE AT TOE VARIESEL. -2.3'EL. -1.0'DECK EL 9.7'±2'±GRADE AT TOP VARIESTIMBER PILE W/ 12'± SPACING(DEPTH UNKNOWN)2"x10" P.T. @16" OCMISC. SUPPORT (DEPTH UNKNOWN)BUILDINGEXISTING FLOATING DOCK TO BE TEMPORARILYREMOVED DURING CONSTRUCTIONGRADE AT TOE VARIESEL. -2.3'EL. -1.0'DECK EL 9.7'±GRADE AT TOP VARIESBUILDINGPROPOSED STEEL SHEET PILEPZ-22 WITH PILE CAPPROPOSED 12" DIA FENDER PILEWALL TOE EL. -17.0' MIN.MHW EL. 3.6'MLW EL. 0.0T.O.W. EL. 9.0'PROPOSED CONCRETE DEADMANANCHOR WITH 1 14"Ø STEEL TIE RODPROPOSED STEEL BACK WALEEXISTING FENDER PILES AND TIMBERBULKHEAD TO BE REMOVED. USEVAC-TRUCK TO EXCAVATE MATERIALBEFORE REMOVING TIMBER BULKHEADREBUILD EXISTING DECKWITHIN THE SAME FOOTPRINTT.O.P. EL. 10.5'PROPOSEDCONCRETESONOTUBESPILE TOE EL. -15.0'MAX DESIGN DREDGE DEPTH EL. -4.0'1'-6"4'-0"PROPOSED LIMIT OFEXCAVATION18'-0"±MIN. 4'EMBEDMENTBACKFILL WITH ON SITEMATERIAL TO ORIGINAL GRADEPROPOSED 12" DIATIMBER FENDER PILESKP-90 CORNER PILEPZ-22 PILE (TYP)11'-0" SPACING14'-8" RETURN 1 14"Ø TIE ROD (TYP)STEEL BACK WALE (TYP)18'-0"±CONCRETE DEADMAN ANCHOR7'-4" SPACING1'-6"45°PERMIT SUBMISSION NOT FOR CONSTRUCTION1/2" inch = 1 ft.210261/4" inch = 1 ft.420412Coastal Engineering Co., Inc. © 2021 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSESONLY AND SHALL NOT BE USED FOR CONSTRUCTION.CONTRACTOR SHALL OBTAIN FINAL CONSTRUCTIONDETAILS FROM THE ENGINEER PRIOR TO PREPARATION OFCONSTRUCTION BID AND BEFORE BEGINNING ANY WORK.F:\SDSKPROJ\C19000\C19633\C19633-01\C19633-01-MAR.dwg 7/6/2022 5:20 PM NEPTUNE LANE LLC BULKHEAD REPLACEMENT 17 NEPTUNE LANE YARMOUTH, MA C19633.01PLAN SHOWING SECTIONS & DETAILSC-30155AS NOTED07-06-2022C19633-01-MAR.dwgNDJTDTPROPOSED BULKHEAD DETAIL - PLAN VIEWSCALE: 12" = 1'CC-301SCALE: 14" = 1'DATUM PROFILEMEAN LOW WATER (M.L.W.)NAVD 882.2'MEAN HIGH WATER (M.H.W.)HIGH TIDE LINE (HTL)REF: NOAA VDATUM 07-21-2021REF: BUZZARDS BAY NATIONAL ESTUARY PROGRAM0.03.6'5.1'DC-301EXISTING BULKHEAD DETAIL - SECTION VIEWSCALE: 14" = 1'AC-301PROPOSED BULKHEAD DETAIL - SECTION VIEWSCALE: 14" = 1'BC-301