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HomeMy WebLinkAboutsite planCoastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSES ONLYAND SHALL NOT BE USED FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN FINAL CONSTRUCTION DETAILS FROM THEENGINEER PRIOR TO PREPARATION OF CONSTRUCTION BID ANDBEFORE BEGINNING ANY WORK.F:\SDSKPROJ\C17000\C17564\C17564-01\C17564-01-MAR.dwg 10/18/2023 8:20 AM PROPOSED SHORELINE PROTECTION GOLD VILLAGE WATERSIDE LLC 681 MAIN STREET YARMOUTH, MA C17564.01COVER, SHEET INDEX & VICINITY MAPSG-00113AS NOTED10-17-2023C17564-01-MAR.dwgMJT/TGDCCR681 MAIN STREET (ROUTE 28),YARMOUTH, MAPROPOSED SHORLINEPROTECTIONPROJECT SITESHEET INDEXSHEET DESCRIPTION DATEG-001 COVER, SHEET INDEX, LOCATION & VICINITY MAPS10-17-2023G-002 GENERAL NOTES, ABBREVIATIONS, LEGEND, KEY MAP & DATUM PROFILE10-17-2023C-101 PROPOSED SHEETPILE BULKHEAD & DETAILS10-17-2023PREPARED FOR: GOLD VILLAGE WATERSIDE LLCPREPARED BY: COASTAL ENGINEERING COMPANY, INC.PROJECT SITESITE VICINITY MAPSCALE: N.T.S.SITE LOCATION MAPSCALE: 1" = 100' PARKER'SRIVERFLOODEBBPARKER'SRIVER56 4 4PROPOSED 35.7'±PZC18 SHEET PILEOR EQUIVALENTTOE SCOUR PROTECTION SEECROSS SECTION FOR DETAILSPROPOSED FILLLANDWARDLIMIT OF FILLREVETMENTERODED AREAREVETMENTM.H.W. EL. 1.4M.L.W. EL. -2.2EDGE OF PAVEMENTFLOOD ZONE AE (EL. 12)FLOOD ZONE AE (EL. 11)AREA OF FAILING REVETMENTLAWNISLANDPAVEDPARKING AREALAWNCOVERED ENTRYWAYCOMPLETED 45.5'± EMERGENCY REVETMENT REPAIRHELICAL ANCHORS (4) TYP.8'6"±CONCRETE DEADMAN,OPTIONBOTTOM OF COASTAL BANKTOP OF COASTAL BANKElevation NAVD88 Station along Transect (ft.)-35-30-25-20-15-10-505100+000+100+200+300+400+500+600+700+800+853'MHW 1.4'MLW -2.2'PROPOSED 2 TON STONESPROPOSED SECONDARYSTONES 1-2 TONPROPOSED FILLPROPOSED 3-4 TON STONESPRESUMED GRADET.O.W. EL 6.0B.O.W. EL -30.0PROPOSED SHEET PILEPZC-18 WITH PILE CAPPROPOSED STEEL BACK WALESEE TYPICAL DETAIL C15°±SS200 HELICAL SHAFT70 KIP ALLOWABLE,140 ULTIMATE CAPACITYLAND SUBJECT TO COASTAL STORMFLOWAGELAND UNDER OCEANRIVERFRONT AREAPROPOSED COASTAL BANK4'-6"Elevation NAVD88 Station along Transect (ft.)-35-30-25-20-15-10-505100+000+100+200+300+400+500+600+700+800+85PROPOSED SHEET PILEPZC-18 WITH PILE CAPPROPOSED STEEL BACKWALE, SEE TYPICAL DETAIL C2'-0"PROPOSED LIMIT OF EXCAVATION25'-0" MINIMUM2"Ø HDG STEEL TIE RODBOTTOM OFDEADMAN EL. -1.6'PROPOSED CONCRETEDEADMAN ANCHOR3'MHW 1.4'MLW -2.2'PROPOSED 2 TON STONESPROPOSED SECONDARYSTONES 1-2 TONPROPOSED 3-4 TON STONESPRESUMED GRADET.O.W. EL 6.0B.O.W. EL -30.0LAND SUBJECT TO COASTAL STORMFLOWAGELAND UNDER OCEANRIVERFRONT AREAPROPOSED COASTAL BANKPZC 18 SHEET PILEWALE EL. 2.5±T.O.W. EL. 6.018"3"4"21"3"x21"x1'-6" SPACER @ 5512" O.C.14" THICK COATED BENT STEEL PLATE (4"x4"x16")SPOT WELD TO SHEETING AT EACH FLUTEPROPOSED 34" ASTM A307 CARRIAGE BOLTS WITHNUTS AND WASHERS (TYP.) EVERY 5512" O.C.(2) TWO C10x30 CHANNEL WALES(2) TWO C7x12.25 CHANNELWALE STIFFENERS7" 31 2"2"Ø TIE ROD (TYP.)PROPOSED 18"x14"x12" STEEL PLATE(SEE DETAIL)PROPOSED 34" ASTM A325 BOLTS WITHNUTS AND WASHERSCoastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSES ONLYAND SHALL NOT BE USED FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN FINAL CONSTRUCTION DETAILS FROM THEENGINEER PRIOR TO PREPARATION OF CONSTRUCTION BID ANDBEFORE BEGINNING ANY WORK.F:\SDSKPROJ\C17000\C17564\C17564-01\C17564-01-MAR.dwg 10/18/2023 9:33 AM PROPOSED SHORELINE PROTECTION GOLD VILLAGE WATERSIDE LLC 681 MAIN STREET YARMOUTH, MA C17564.01PROPOSED SHEETPILE BULKHEAD AND DETAILSC-10133AS NOTED10-17-2023C17564-01-MAR.dwgMJT/TGDCCRMASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (2011) (MYCS2) EPOCH 2010.00)1 inch = 10 ft.10501030SHEETPILE BULKHEAD PLAN VIEWSCALE 1" = 10'C-101AHELICAL ANCHOR OPTIONSCALE 1" = 10'C-101BCONCRETE DEADMAN OPTIONSCALE 1" = 10'C-101BBULKHEAD WALER DETAIL AT DEADMANSCALE 1" = 10'C-101C Coastal Engineering Co., Inc. © 2023 PROJECT NO. OF SHEETSDRAWN BYDRAWING FILECHECKED BYDATEPROJECTSCALE SHEET TITLE SEALDATENO.REVISION BYTHIS DRAWING IS PREPARED FOR PERMITTING PURPOSES ONLYAND SHALL NOT BE USED FOR CONSTRUCTION. CONTRACTORSHALL OBTAIN FINAL CONSTRUCTION DETAILS FROM THEENGINEER PRIOR TO PREPARATION OF CONSTRUCTION BID ANDBEFORE BEGINNING ANY WORK.F:\SDSKPROJ\C17000\C17564\C17564-01\C17564-01-MAR.dwg 10/18/2023 8:20 AM PROPOSED SHORELINE PROTECTION GOLD VILLAGE WATERSIDE LLC 681 MAIN STREET YARMOUTH, MA C17564.01GENERAL NOTES, ABBREVIATIONS, LEGEND, KEY MAP & DATUM PROFILEG-00223AS NOTED10-17-2023C17564-01-MAR.dwgMJT/TGDCCRGENERAL NOTES1.THE PROPERTY IS LOCATED IN THE TOWN OF YARMOUTH, MA ALONG PARKERS RIVER AND IS REFERENCED BY 681 MAIN STREET (STATE ROUTE 28) (ASSESSORSMAP 32, PARCEL ID 121).2.VERTICAL DATUM IN U.S. SURVEY FEET REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) BASED UPON THE HEXAGON SMARTNET RTKNETWORK.3.THIS PLAN IS THE RESULT OF AN INSTRUMENT SURVEY PERFORMED ON 10-06-2021.4.EXISTING UTILITIES, UNDERGROUND AND OVERHEAD, MAY EXIST IN ADDITION TO THE UTILITY INFORMATION SHOWN ON THESE PLANS. THIS PLAN MUST NOT BEUSED TO LOCATE UNDERGROUND UTILITIES. CALL DIG SAFE AT 811 AND APPROPRIATE TOWN UTILITY OFFICES PRIOR TO STARTING ANY EXCAVATION.5.THE SUBJECT PREMISES AS SHOWN LIES WITHIN FLOOD ZONE AE (EL. 11), ZONE AE (EL. 12) AND ZONE AE (EL. 13) AS INDICATED ON FLOOD INSURANCE RATE MAPNUMBER 25001C0588J FOR BARNSTABLE COUNTY MASSACHUSETTS WITH AN EFFECTIVE DATE OF JULY 16, 2014.6.THE PROPERTY LINES SHOWN ARE APPROXIMATE ONLY. THEY ARE A GRAPHICAL REPRESENTATION OF THE GENERAL LOT CONFIGURATION LIMITED TO THEAREA OF WORK AND HAVE NOT BEEN DETERMINED BY A REGISTERED PROFESSIONAL LAND SURVEYOR. THEREFORE THEY SHOULD NOT BE USED FOR ANYPURPOSE THAT WOULD REQUIRE AN ACTUAL BOUNDARY RETRACEMENT SURVEY.7.THIS SURVEY HAS BEEN PERFORMED WITHOUT THE BENEFIT OF A TITLE SEARCH AND MAY NOT REVEAL ANY FACTS THAT WOULD BE DISCLOSED BY ONE.8.RIPARIAN BOUNDARIES ARE SUBJECT TO CHANGE DUE TO NATURAL CAUSES AND THAT THE BOUNDARY SHOWN HEREON MAY OR MAY NOT REPRESENT THEACTUAL LOCATION OF THE LIMIT OF TITLE.9.CONTRACTOR SHALL SUPPLY ALL MATERIAL, EQUIPMENT AND LABOR FOR CONSTRUCTION OF THE PROPOSED SITE IMPROVEMENTS AS DESCRIBED AND SHOWNON THE PLAN AND DETAILS.10.ACCESS FOR MATERIAL AND EQUIPMENT TO BE FROM THE UPLAND OF THE SUBJECT PROPERTY. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALLPERMISSION REQUIRED FOR USE OF ANY AND ALL ACCESS.11.AREAS DISTURBED THROUGH CONSTRUCTION ACCESS TO BE RE-PAVED AND/OR RE-VEGETATED TO MATCH PRE-CONSTRUCTION CONDITIONS.12.STAGING AREA FOR MATERIALS AND EQUIPMENT TO BE IN THE UPLAND OF THE SUBJECT PROPERTY. WHEN MACHINERY AND EQUIPMENT ARE NOT IN USE, THEYSHALL BE KEPT IN THE STAGING AREA.13.PERFORMANCE OF THE WORK SHALL BE IN COMPLIANCE WITH THE PLAN, DETAILS, AND ORDER OF CONDITIONS ISSUED BY THE YARMOUTH CONSERVATIONCOMMISSION FOR THE REFERENCED PROJECT AND AS DESCRIBED BELOW.14.ANY FUTURE MAINTENANCE REQUIRED ON THE SHOREFRONT PROTECTION SYSTEM SHALL NOT COMMENCE UNTIL THE TOWN OF YARMOUTH CONSERVATIONAGENT HAS FIRST BEEN NOTIFIED AS TO THE SCOPE OF THE REPAIRS AND APPROVED THE WORK.15.ALL DIMENSIONS, GRADES, ETC. SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND ANY DISCREPANCIES BROUGHT TO THE ATTENTIONOF THE ENGINEER TO BE RESOLVED PRIOR TO CONSTRUCTION.16.ALL FILL MATERIAL BROUGHT TO THE SITE SHALL BE COARSE, CLEAN MATERIAL OF SIMILAR GRAIN SIZE COMPATIBILITY.17.ABUTTERS NAMES SHOWN HEREON REFERENCE THE CURRENT TOWN OF YARMOUTH ASSESSORS RECORDS AT THE TIME OF THIS PLAN.18.SPECIAL PROVISIONS FOR COASTAL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS FOUND IN THE "COASTAL CONSTRUCTIONMANUAL" AS PUBLISHED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA-55) MA.STRUCTURAL NOTES1.STRUCTURAL WORK SHALL BE COORDINATED WITH THE TOWN OF YARMOUTH ORDER OF CONDITIONS SE ##-#### DATED ##-##-202#, CIVIL ENGINEERING PLANSBY COASTAL ENGINEERING COMPANY, INC. APPLICABLE LICENSES AND PERMITS, AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THEFOLLOWING GOVERNING STANDARDS:A.THE TIMBER CONSTRUCTION MANUAL, 4TH EDITION," AMERICAN FOREST & PAPER ASSOCIATION.B.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 DOES NOT INFER THAT THECONTRACTOR 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 OFACCEPTED 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 DISCREPANCY BETWEEN WHAT IS SHOWN ONTHE DRAWING AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED BACK TO THE ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK.5.NOTIFY THE ENGINEER OF ANY DIMENSION CHANGES THAT MAY AFFECT THE STRUCTURAL DESIGN.6.THE CONTRACTOR SHALL VERIFY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.TIMBER NOTES1.FRAMING LUMBER SHALL CONFORM TO THE LATEST EDITION OF THE AFPA "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", AND SUPPLEMENT"DESIGN VALUES FOR WOOD CONSTRUCTION", LATEST EDITION. MAXIMUM MOISTURE CONTENT SHALL BE 19%.2.THE FRAMING LUMBER SHALL BE OF THE FOLLOWING MINIMUM GRADE AND SPECIES FOR THE SPECIFIED USE. ALL LUMBER SHALL BE GRADE STAMPED BY ARECOGNIZED GRADING AGENCY AND SHALL BE SURFACE DRY:3.CONNECTORS, CONNECTIONS, FASTENERS, ETC. USED TO SECURE PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED, UNLESS NOTEDOTHERWISE4.LUMBER WHICH IS SPLIT, CRACKED, NOTCHED OR OTHERWISE ALTERED OR DAMAGED SHALL BE IMMEDIATELY REJECTED AND NOT ALLOWED FOR USE, UNLESSOTHERWISE APPROVED IN WRITING BY THE ENGINEER.5.CONTRACTOR SHALL SUBMIT PROPOSED WOOD SPECIES, GRADES, GRADING AGENCY, TYPE OF PRESSURE TREATMENT, MANUFACTURE DATA, ANDCERTIFICATIONS 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 FRAME INTO OTHER JOISTS ORBEAMS.7.WOOD FRAMING BELOW THE BASE FLOOD ELEVATION SHALL BE FLOOD-DAMAGE RESISTANT MATERIALS IN ACCORDANCE WITH THE "COASTAL CONSTRUCTIONMANUAL"BULKHEAD NOTES:1.SHEETING MATERIAL SHALL BE PZC-18 STEEL SHEETS (OR APPROVED EQUAL).2.DISTURBED AREAS TO BE REVEGETATED TO MATCH PRE-CONSTRUCTION CONDITIONS.3.CONTRACTOR TO VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.4.NO CHANGES TO MATERIAL SPECIFICATIONS PERMITTED WITHOUT PRIOR APPROVAL BY THE ENGINEER IN WRITING PRIOR TO IMPLEMENTATION.5.ANY FUTURE MAINTENANCE REQUIRED ON THE BULKHEAD SHALL NOT COMMENCE UNTIL THE TOWN OF YARMOUTH CONSERVATION COMMISSION HAS FIRSTBEEN NOTIFIED AS TO THE SCOPE OF THE REPAIRS.TIMBER PRESERVATIVE TREATMENT AND GRADE SPECIFICATIONSMEMEBER / LOCATIONLUMBER GRADESERVICE CONDITIONSPRESERVATIVE RETENTIONLEVEL AND TREATMENTSURFACE TEXTURESTRUCTURAL FRAMINGMEMBERSNO. 2 SYPSALTWATER SPLASH / NOTIN GROUND CONTACT0.60 PCF ACQ0.23 PCF MCAS4S OR ROUGH SAWNMEMBERS WITH GROUNDCONTACTNO. 2 SYPSALTWATERSPLASH/GROUND CONTACT0.31 PCF MCA0.60 PCF ACQ S4S OR ROUGH SAWNLIGHT POST6.9'SPOT ELEVATIONPILINGX8PROPERTY LINEMAJOR CONTOUREXISTING8CHAIN LINK FENCEXBOUNDMINOR CONTOUR10EMELECTRIC METERCATCH BASINSTOCKADE FENCEABBREVIATIONSAPPROX.APPROXIMATEBNDBOUNDBOWBOTTOM OF WALLCONCCONCRETEDIADIAMETEREL/ELEVELEVATIONEXISTEXISTINGHTLHIGH TIDE LINEININCHESLFLINEAR FEETLSCSFLAND SUBJECT TO COASTALSTORM FLOWAGEMHWMEAN HIGH WATERMLWMEAN LOW WATERMINMINIMUMMISCMISCELLANEOUSNAVD88NORTH AMERICAN VERTICALDATUM OF 1988NICNOT IN CONTRACTNTSNOT 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'PROPOSED10EMREVETMENTCONCRETEFLOODEBBFLOOD/EBB DIRECTIONWATER LEVELBENCHMARKHHELICAL PILEELECTRIC SERVICEPUMP-OUTPOPOEESCALE: 1" = 4'DATUM PROFILEMEAN LOW WATER (MLW)NAVD 880.0MEAN HIGH WATER (MHW)HIGH TIDE LINE (HTL)REF: NOAA VDATUM 10-08-2021REF: BUZZARDS BAY NATIONAL ESTUARY PROGRAM-2.2'1.4'2.9'KEY MAPNO SCALEYARMOUTH, MAROUTE 28/MAIN STP A R K E R S R I V E R BOG R D COURTLAND WAYNIAGARA LNPAW K A N N A W K U T D R NEPTUNE LNLOCUS1 inch = 40 ft.4020040120