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INVITATION TO BID 25-04-01 BELLA VISTA SEAWALL CONSTRUCTION REPLACEMENT
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(25-04-01) Bella Vista Seawall Replacement
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INVITATION TO BID 25-04-01 BELLA VISTA SEAWALL CONSTRUCTION REPLACEMENT
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10/7/2025 11:59:41 AM
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MHW EL +1.83 NGVD 29MLW EL -0.19' NGVD 29PANEL TIP 3' MIN EMBEDMENTBATTER PILE TIPEL. -16.0' NGVD 29KING PILE TIPEL. -16.0' NGVD 29INV. EL. +4.06' NGVD 29BV TOC EL +6.36 NGVD 29JCC TOW EL +7.26 NGVD 29JCC TOC EL +5.16 NGVD 2924"PROPOSED ISO. JTPROPOSED BELLA VISTACONC. CAP(TOP OF CAP EL +7.26' NGVD 29)EXISTING JCC WALL/CAP3" MIN. <br />CLR 10.0'1.5" MIN. <br />CLR <br />3" MIN. <br />CLRCONTINUOUS 3X8 WD LEDGERCONNECTION TO CONC. CAP3/4"Ø SS EPOXY ANCHOR W/6" CONC. EMBED.STAGGERED @ 1'-0" O.C., ONLEDGER (TYP)HU38/HUC38 SSHANGER, TYP.3x6 JOISTS(TYP.)2x6 DECK PLANKS (TYP.)GRADE3x8 BEAMS3/4" DIAMETER BOLT2.0'1.5' DIA. POSTFOUNDATION1.0' DIA. POSTFOUNDATION1.5' <br />2.0'3.0'6x6 TIMBERPOST (TYP.)CONCRETE CAP3x8 TIMBER BEAM1' DIAMETER POSTFOUNDATION6x6 TIMBER POST3x6 TIMBER JOIST1.5' DIA. POSTFOUNDATIONGP/SC116600CUMMINS CEDERBERGCOASTAL & MARINE ENGINEERING201 ALHAMBRA CIRCLE, SUITE 601CORAL GABLES, FL 33134TEL: +1 305 741-6155 FAX: +1 305-974-1969WWW.CUMMINSCEDERBERG.COMCOA # 29062BELLA VISTA PARKSEAWALLREPLACEMENTKEITH ANDASSOCIATES, INC.500 SUNNY ISLES BEACH BLVD,SUNNY ISLES BEACH, FLORIDAJDRAS SHOWNISSUE DATE SUBMISSION / REVISIONSHEET TITLESCALECHECKEDDRAWNCC PROJECT NO:SEAL:ENGINEER:PROJECT:CLIENT:CUMMINS CEDERBERGCOASTAL & MARINE ENGINEERINGCOA # 29062ADDRESS:ADDRESS:301 E ATLANTIC BLVDPOMPANO BEACH, FL 33060OWNER:CITY OF SUNNY ISLESBEACHADDRESS:18070 COLLINS AVESUNNY ISLES BEACH, FL 3316010/31/2024 PERMIT DRAWINGSPROPOSEDBULKHEAD SECTIONCM-2.16CM-2.2ACM-2.0BULKHEAD TYPICAL SECTIONSCALE: 1"=2' (22X34)3'-0"2'-0" <br />6"4" PILE/ PANELEMBED.7" CLR.14" SQ. P.S. CONC.BATTER PILE SPACEDAT 8' O.C.NEW CONC. PANEL WET FACE TO BEINSTALLED LANDWARD OF MHWL8" REINFORCEDCONC. PANELREINFORCED CONC. CAPTOP OF CAPEL. +7.26' NGVD 2921"13MUDLINE VARIESEL +2.03' NGVD 29 TOEL --1.31' NGVD 29(SEE SURVEY)THE EXISTING RIPRAP IS TO BE REMOVED FOR THEINSTALLATION OF THE PROPOSED SEAWALL. 185LINEAR FEET OF RIPRAP IS TO BE PLACED AT A TWOTO ONE (2H:1V) SLOPE WITH A MAXIMUM OF 8 FEETWATERWARD OF THE WETFACE OF THE NEW SEAWALL.14" SQ. P.S. CONC. KINGPILE SPACED AT 8' O.C.FILTER FABRIC FROMCAP TO SEABEDBACKFILL W/ #57STONE7" CLR.3" WEEP HOLE W/ JETFILTER OR ENGINEERAPPROVED EQUAL EA.PANELELEVATION @ EAST CAP/JCC TERMINATION DETAILSCALE: 1"=2' (22X34)9CM-2.0UPLAND DECK SECTIONSCALE: 1"=2' (22X34)BCM-2.0UPLAND DECK FRAMING PLANSCALE: 1"=2' (22X34)1CM-2.0TOP OF CAPEL. +7.26' NGVD 29
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