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HomeMy WebLinkAbout12349 - Bass River GC 18th Hole Bridge Plan Set - Coneco7.0' 48.0' RESTORE BITUMINOUS PATH 6.3' RESTORE BITUMINOUS PATH CONVERT TO GRAVEL PATH FIBERGLASS BRIDGE LIMIT OF WORK LIMIT OF WORK ELIMINATE PATH: LOAM AND SEED 100' RIVERFRONT AREA 100' RIVERFRONT AREA ALL WORK IN RIVERFRONT MARSH IMPACTED 803 SF PLANTED MARSH 720 SF RIVERFRONT DISTURBANCE 2,695 SF LSCSF BFE = 12 FEET NAVD88 LSCSF BFE = 11 FEET NAVD88MHT(MHW) = 2.10 FEET NAVD88 MLT(MLW) = 0.65 FEET NAVD88 HELICAL PILES (TYP.)Bridge ReplacementDRAWN BYDESIGNED BYDATECHECKED BYCONTRACT NO1"=10'TDGTDGSAG09.05.23Yarmouth, MassachusettsPlanProjectBYDATENO.REVISIONSBass River Golf CourseDRAWING SCALE:TDG09/11/20231Notes to Grading PlanB-1 1.5" X 1.5" WOODEN STAKES PLACED 10' O.C. SECTION NTS PLAN NTS NOTES: 1.ALL MATERIAL TO MEET SPECIFICATIONS. 2.COMPOST SOCKS FILL TO MEET APPLICATION REQUIREMENTS. 3.FILTER MEDIA TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER. 12" MIN COMPOST SOCK (8" or 12" TYPICAL) AREA TO BE PROTECTEDWORK AREA WORK AREA AREA TO BE PROTECTED 1.5" X 1.5" WOODEN STAKES PLACED 10' O.C. COMPOST SOCK (8" or 12" TYPICAL) WATER FLOW COMPOST SOCKS FOR SEDIMENT CONTROL NO SCALE RECOMPACTED SUBGRADE (95% STD. PROCTOR) 6" COMPACTED AGGREGATE BASE OR APPROVED EXISTING SUBGRADE 1" ASPHALT WEARING COURSE 2" ASPHALT BINDING COURSE 2 NO SCALEBITUMINOUS CONCRETE1 UNDISTURBED SUBGRADE FINISH GRADE, MATERIALS VARY 6" PROCESSED AGGREGATE 3" TRAIL MIX BY READ CUSTOM SOILS NOTE: TRAIL MIX SHALL BE COMPACTED TO A 98% MAXIMUM DENSITY (OR EQUAL) 3 NO SCALETRAIL MIX PATH TDG10/19/20232Commission CommentsTDG10/24/20233Bridge LengthTDG12/14/20234Bridge Length FG 5.0 FG 4.6 EXISTING CONTOUR 100' RIVERFRONT AREA 100' RIVERFRONT AREA ALL WORK IN RIVERFRONT MARSH IMPACTED 803 SF PLANTED MARSH 720 SF RIVERFRONT DISTURBANCE 2,695 SF FG 5.5 FG 2.5 FG 4.0 3:1 BB 3.1 BB 4.0 6' CURB SECTIONS 3.0 2X 6' CURB SECTIONS PROPOSED CONTOUR PROPOSED CONTOUR 3 2 1 -1 -2 -3 0 4 5 6 7 EXISTING GRADE BITUMINOUS PATH PROPOSED FIBERGLASS BRIDGE EXISTING CHANNEL EXISTING CRUSH SHELL SURFACE 3 2 1 -1 -2 -3 0 4 5 6 7 0.8' GRAVEL PATH 0.9' HELICAL PILES HELICAL PILES CONCRETE CURB ABUTMENT CONCRETE CURB ABUTMENT Bridge ReplacementDRAWN BYDESIGNED BYDATECHECKED BYCONTRACT NO1"=10'TDGTDGSAG09.11.23Yarmouth, MassachusettsPlanGradingBYDATENO.REVISIONSBass River Golf CourseDRAWING SCALE:B-1 BRIDGE CROSS SECTION TDG10/19/20231Commission CommentsTDG10/24/20232Bridge LengthTDG12/14/20233Bridge Length TITLE PAGEN/AE.00SPECIFICATIONWEATHERED WOOD01 CLCWOODYPOSTS & RAILS--6,000 LBS6' X 48'BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING29 NOV. 202323-090-TP1-6X48WRDATESCALEDRAWN BYFILE #TYPESIZEFINISHGUARD RAILSPECIFICATIONSITECLIENTULLLOCATION ON SITEVLLISSUE #DRAWING1 SE OCEAN BLVD., STUART, FL 34994 USAPO BOX 235, 11-300 EARL GREY DRIVE,KANATA, ON K2T 1C1PHONE: 1-888-444-0277EMAIL: INFO@LINKSBRIDGES.COMWWW.LINKSBRIDGES.COMSHEET #---62 Highbank RoadSouth Yarmouth, MA 02664THE WOODYBASS RIVER GOLF COURSE - MAE.01 ENGINEERING: BRIDGE DETAILS - 01F.01 FACTORY DETAILS: BRIDGEF.02 FACTORY DETAILS: CURBE.02 ENGINEERING: BRIDGE DETAILS - 02E.03 ENGINEERING: BRIDGE DETAILS - 03E.04 ENGINEERING: BEAM COVER DETAILSCONTENTS ENGINEERING:BRIDGE DETAILS - 01 1'- 0" : 1 / 8"E.01SIDE ELEVATION1' : 1 / 8"SCALE:BBE.02ACTUAL SLOPE & SOIL CONDITIONTO BE VERIFIED ON SITESPECIFICATIONWEATHERED WOOD01 CLCWOODYPOSTS & RAILS--6,000 LBS6' X 48'BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING29 NOV. 202323-090-TP1-6X48WRDATESCALEDRAWN BYFILE #TYPESIZEFINISHGUARD RAILSPECIFICATIONSITECLIENTULLLOCATION ON SITEVLLISSUE #DRAWING1 SE OCEAN BLVD., STUART, FL 34994 USAPO BOX 235, 11-300 EARL GREY DRIVE,KANATA, ON K2T 1C1PHONE: 1-888-444-0277EMAIL: INFO@LINKSBRIDGES.COMWWW.LINKSBRIDGES.COMSHEET #---62 Highbank RoadSouth Yarmouth, MA 0266418" X 16" FIBERGLASS BEAMS(BEAM DEPTH MAY VARY BASED ONFINAL ENGINEERING CALCULATIONS)BASS RIVER GOLF COURSE LOGO(BUYER'S OPTION)HELICAL PILES FOUNDATION(SUPPLIED BY OTHERS)48'PLAN1' : 1 / 8"SCALE:‘),%(5*/$663,3(5$,/,1*6BE.01FIBERGLASS DECKWEATHERED WOOD FINISHFIBERGLASS POSTS A6'FIBERGLASS DECKWEATHERED WOOD FINISH‘),%(5*/$66PIPE RAILINGSFIBERGLASS POSTS 48'42" SUB - DECK PLAN1' : 1 / 8"SCALE:AENGINEERING:BRIDGE DETAILS - 02AS SHOWNE.02BEAM 18" X 16"BRIDGE DECK OUTLINESPECIFICATIONWEATHERED WOOD01 CLCWOODYPOSTS & RAILS--6,000 LBS6' X 48'BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING29 NOV. 202323-090-TP1-6X48WRDATESCALEDRAWN BYFILE #TYPESIZEFINISHGUARD RAILSPECIFICATIONSITECLIENTULLLOCATION ON SITEVLLISSUE #DRAWING1 SE OCEAN BLVD., STUART, FL 34994 USAPO BOX 235, 11-300 EARL GREY DRIVE,KANATA, ON K2T 1C1PHONE: 1-888-444-0277EMAIL: INFO@LINKSBRIDGES.COMWWW.LINKSBRIDGES.COMSHEET #---62 Highbank RoadSouth Yarmouth, MA 02664HELICAL PILES FOUNDATION(SUPPLIED BY OTHERS)BEAM 18" X 16"48'6'18" X 16" FIBERGLASS BEAMSTOP OF DECK @ BRIDGE ENTRYTOP OF DECK @ MIDPOINTSECTION1' : 3 / 8"SCALE:FIBERGLASS POSTS VOIDBEAM COVER OUTLINE2 X 4 HDPE PLANK OUTLINE (REMOVABLE)INTERFACE BETWEEN BRIDGE DECK & PATHFIBERGLASS DECKWEATHERED WOOD FINISH42" (TYP.)‘),%(5*/$663,3(5$,/,1*6TOP OF POST / RAIL(BEAM DEPTH MAY VARY BASED ONFINAL ENGINEERING CALCULATIONS)(SEE DETAIL @ SHEET E.04)VOID6'HELICAL PILES FOUNDATION(SUPPLIED BY OTHERS)12" x 12" PILE CAP(PILE CAP)B175 8" 16"16" 10" 22" 10" ISOMETRIC VIEWNTSSCALE:AFINISHWEATHERED WOODMATERIAL FINISH (DECK)NTSSCALE:BENGINEERING:BRIDGE DETAILS - 03NTSE.03SPECIFICATIONWEATHERED WOOD01 CLCWOODYPOSTS & RAILS--6,000 LBS6' X 48'BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING29 NOV. 202323-090-TP1-6X48WRDATESCALEDRAWN BYFILE #TYPESIZEFINISHGUARD RAILSPECIFICATIONSITECLIENTULLLOCATION ON SITEVLLISSUE #DRAWING1 SE OCEAN BLVD., STUART, FL 34994 USAPO BOX 235, 11-300 EARL GREY DRIVE,KANATA, ON K2T 1C1PHONE: 1-888-444-0277EMAIL: INFO@LINKSBRIDGES.COMWWW.LINKSBRIDGES.COMSHEET #---62 Highbank RoadSouth Yarmouth, MA 02664WEATHERED WOOD FINISHFIBERGLASS DECK18" X 16" FIBERGLASS BEAMS(BEAM DEPTH MAY VARY BASED ONFINAL ENGINEERING CALCULATIONS)BASS RIVER GOLF COURSE LOGO(BUYER'S OPTION)‘),%(5*/$663,3(5$,/,1*6FIBERGLASS POSTS 1' : 1 / 2"SCALE:REAR ELEVATION*NOTES:FIBERGLASS PLATE BEAM COVERS AREATTACHED TO BEAMS AFTER BEAMSARE COMPLETELY SECURED TO THEFOUNDATIONS.SIDE ELEVATION1' : 1 / 2"SCALE:BEAM SIDE FLANGEBE.04FIBERGLASS PLATE BEAM COVERATTACHED BY A FLANGE & BOLTS CONNECTIONFIBERGLASS PLATE BEAM COVERATTACHED BY A FLANGE & BOLTS CONNECTIONBAENGINEERING:BEAM COVER DETAILSBEAM SIDE FLANGES2 X 4 HDPE PLANK (REMOVABLE)INTERFACE BETWEEN BRIDGE DECK & PATH2 X 4 HDPE PLANK (REMOVABLE)INTERFACE BETWEEN BRIDGE DECK & PATHE.04SPECIFICATIONWEATHERED WOOD01 CLCWOODYPOSTS & RAILS--6,000 LBS6' X 48'BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING29 NOV. 202323-090-TP1-6X48WRDATESCALEDRAWN BYFILE #TYPESIZEFINISHGUARD RAILSPECIFICATIONSITECLIENTULLLOCATION ON SITEVLLISSUE #DRAWING1 SE OCEAN BLVD., STUART, FL 34994 USAPO BOX 235, 11-300 EARL GREY DRIVE,KANATA, ON K2T 1C1PHONE: 1-888-444-0277EMAIL: INFO@LINKSBRIDGES.COMWWW.LINKSBRIDGES.COMSHEET #---62 Highbank RoadSouth Yarmouth, MA 0266418" X 16" FIBERGLASS BEAMS(BEAM DEPTH MAY VARY BASED ONFINAL ENGINEERING CALCULATIONS) 1'- 0" : 1 / 2"