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HomeMy WebLinkAboutPlan Set7.0' 26.5' RESTORE GRAVEL PATH RESTORE BITUMINOUS PATH RESTORE GRAVEL PATH 6.3' FG 3.5 FG 2.5 RESTORE BITUMINOUS PATH CONVERT TO GRAVEL PATH FIBERGLASS BRIDGE TOP OF RESTORED BANK 2:1 SLOPE (TYP.) 2:1 SLOPE (TYP.) LIMIT OF WORK LIMIT OF WORK ELIMINATE PATH: LOAM AND SEED 425 SF PREVIOUSLY DISTURBED AREA 365 SF PREVIOUSLY DISTURBED AREA 51 SP 41 SP 25 JG 41 JG 1 IF 200'RIVERFRONTAREA100'RIVERFRONTAREAPLUGS UNDISTURBED SUBGRADE PLANTING SOIL MIX AS 3" BARK MULCH (NIC) SEE PLANT SCHEDULE SPECIFIED FOR SPACING Bridge ReplacementDRAWN BYDESIGNED BYDATECHECKED BYCONTRACT NO1"=10'TDGTDGSAG09.05.23Yarmouth, MassachusettsPlanProjectBYDATENO.REVISIONSBass River Golf CourseDRAWING SCALE:B-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 PRUNE TO REMOVE DEAD OR BROKEN BRANCHES KEEP MULCH 2" MIN. AWAY FROM TRUNK OF PLANT 3" MULCH PER SPEC CUT & REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL. NON-DEGRADABLE BURLAP SHALL BE REMOVED OR ROLLED UNDER ROOT BALL AFTER PLACEMENT OF PLANT. OR REMOVE FROM CONTAINER AND LOOSEN ROOTS AROUND EDGE OF ROOTBALL. MIN 2x ROOTBALL DIA. TOP OF ROOT BALL SHALL BE LEVEL WITH FINISHED GRADE FORM SAUCER WITH 3" CONTINUOUS RIM BACKFILL/PREPARED PLANTING SOIL MIXTURE SHRUB OR PERENNIAL PER PLAN 2 NO SCALESHRUB B&B PLANTING RECOMPACTED SUBGRADE (95% STD. PROCTOR) 6" COMPACTED AGGREGATE BASE OR APPROVED EXISTING SUBGRADE 1" ASPHALT WEARING COURSE 2" ASPHALT BINDING COURSE 3 NO SCALEBITUMINOUS CONCRETE1 4 NO SCALEPERENNIAL PLUGS 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) 5 NO SCALEPERENNIAL PLUGS SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE NATIVE MATURE HEIGHT (10)SPACING IF 1 Iva frutescens / Marsh Elder 1 gal YES 5 - 7`3 - 4`48" o.c. GRASSES CODE QTY BOTANICAL / COMMON NAME SIZE NATIVE MATURE HEIGHT (10)SPACING JG 66 Juncus gerardii / Saltmarsh Rush Plug YES 1 - 2`1 - 2`24" o.c. SP 92 Spartina patens / Saltmeadow Cordgrass Plug YES 1 - 2`1 - 2`24" o.c. PLANT SCHEDULE TITLE PAGEN/AE.00SPECIFICATIONWEATHERED WOOD02 CLCWOODYCURB--6,000 LBS8'-0" X 26'-6"BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING12 AUG. 202323-090-TP1-8X26_6WCaDATESCALEDRAWN 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 - MACONTENTSE.01 ENGINEERING: BRIDGE DETAILS - 01F.01 FACTORY DETAILS: BRIDGEF.02 FACTORY DETAILS: CURBE.02 ENGINEERING: BRIDGE DETAILS - 02E.03 ENGINEERING: BRIDGE DETAILS - 03R.01 BRIDGE RENDERING W/ LOGOE.04 ENGINEERING: BEAM COVER DETAILSR.02 SITE RENDERING ENGINEERING:BRIDGE DETAILS - 01 1'- 0" - 1 / 4"E.01PLAN1' - 1 / 4"SCALE:SIDE ELEVATION1' - 1 / 4"SCALE:ABHDPE CURBFIBERGLASS DECKBE.02HDPE CURBFIBERGLASS DECKBE.01ACTUAL SLOPE & SOIL CONDITIONTO BE VERIFIED ON SITEWEATHERED WOOD FINISHWEATHERED WOOD FINISH26'-6"8'SPECIFICATIONWEATHERED WOOD02 CLCWOODYCURB--6,000 LBS8'-0" X 26'-6"BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING12 AUG. 202323-090-TP1-8X26_6WCaDATESCALEDRAWN 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 0266426'-6"16" 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) SUB - DECK PLAN1' - 1 / 4"SCALE:AENGINEERING:BRIDGE DETAILS - 02AS SHOWNE.02BEAM 16" X 16"BRIDGE DECK OUTLINESPECIFICATIONWEATHERED WOOD02 CLCWOODYCURB--6,000 LBS8'-0" X 26'-6"BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING12 AUG. 202323-090-TP1-8X26_6WCaDATESCALEDRAWN 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 02664SECTION1' - 1 / 2 "SCALE:B26'-6"8'16"16" 10"14" 14" 16" 10"BEAM 16" X 16"BEAM 16" X 16"HELICAL PILES FOUNDATION12" x 12" ADJUSTABLE FLAT HEAD(SUPPLIED BY OTHERS)VOID16" X 16" FIBERGLASS BEAMS(BEAM DEPTH MAY VARY BASED ONFINAL ENGINEERING CALCULATIONS)(PILE CAP)VOIDVOIDTOP OF CURBVOIDTOP OF DECK @ BRIDGE ENTRYTOP OF DECK @ MIDPOINT2 X 4 HDPE PLANK OUTLINE (REMOVABLE)INTERFACE BETWEEN BRIDGE DECK & PATHBEAM COVER OUTLINE(SEE DETAIL @ SHEET E.04)15 916"8'HDPE CURBFIBERGLASS DECKWEATHERED WOOD FINISHHELICAL PILES FOUNDATION(SUPPLIED BY OTHERS) ISOMETRIC VIEWNTSSCALE:AFINISHWEATHERED WOODMATERIAL FINISH (DECK)NTSSCALE:BHDPE CURBFIBERGLASS DECK16" X 16" FIBERGLASS BEAMSENGINEERING:BRIDGE DETAILS - 03NTSE.03WEATHERED WOOD FINISHSPECIFICATIONWEATHERED WOOD02 CLCWOODYCURB--6,000 LBS8'-0" X 26'-6"BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING12 AUG. 202323-090-TP1-8X26_6WCaDATESCALEDRAWN 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 02664(BEAM DEPTH MAY VARY BASED ONFINAL ENGINEERING CALCULATIONS)BASS RIVER GOLF COURSE LOGO(BUYER'S OPTION) 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 WOOD02 CLCWOODYCURB--6,000 LBS8'-0" X 26'-6"BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING12 AUG. 202323-090-TP1-8X26_6WCaDATESCALEDRAWN 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 0266416" X 16" FIBERGLASS BEAMS(BEAM DEPTH MAY VARY BASED ONFINAL ENGINEERING CALCULATIONS) 1'- 0" - 1 / 2" BRIDGE RENDERINGNTSSCALE:ANTSR.01BRIDGE RENDERINGW/ LOGOSPECIFICATIONWEATHERED WOOD02 CLCWOODYCURB--6,000 LBS8'-0" X 26'-6"BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING12 AUG. 202323-090-TP1-8X26_6WCaDATESCALEDRAWN 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 02664*NOTE:BUYER'S OPTION FOR LOGO ON BRIDGE DECK NTSR.02SITE RENDERINGSPECIFICATIONWEATHERED WOOD02 CLCWOODYCURB--6,000 LBS8'-0" X 26'-6"BASS RIVER GOLF COURSEPRELIMINARY ENGINEERING12 AUG. 202323-090-TP1-8X26_6WCaDATESCALEDRAWN 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 02664SITE PHOTONTSSCALE:SITE RENDERINGNTSSCALE:AB