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Home My WebLink AboutAPPROVED Kuveikis Dock CD Set 101221 - stampedCONSTRUCTION DOCUMENTSKUVEIKIS DOCK AND BOATLIFTSJENSEN BEACH, FLORIDATABLE OF CONTENTSSHEETDRAWING TITLE1EXISTING CONDITIONS AND NOTES2PROPOSED DOCK AND BOATLIFTS LAYOUT PLANPREPARED BY:13 NETTLES BLVDNORTH PALM BEACH, FL 33408561-315-3318SUITE 302618 US HIGHWAY 1www.bmainc.coPREPARED FOR:JOHN KUVEIKISPROJECTLOCATIONJENSEN BEACH, FL 3349573CROSS SECTIONS AND DETAILSINTRACOASTALFLOODEBBWATERWAYATLANTICOCEANOctober 12, 2021 For:N PALM BEACH, FL 33408561-315-3318SUITE 302Revisions Sheet No. Checked by: Drawn by: Date:618 US HIGHWAY 1www.bmainc.coKUVEIKIS DOCK AND BOATLIFTS JENSEN BEACH, FLORIDA 1 BSM MDB EXISTING CONDITIONS AND NOTES 13 NETTLES BLVDPROPERTY LINERIPARIAN RIGHTS LINEPROPERTY LINEEXISTINGSEAWALLUPLANDRESIDENCEDRIVEWAYGENERAL NOTES:1.PROPERTY LINES AND LAYOUT FEATURES SHOWN IN THESE PLANS AREBASED ON INFORMATION TAKEN FROM SURVEY PERFORMED BY TARGETSURVEYING, LLC., DATED APRIL 28, 2015.2.ELEVATIONS SHOWN ON UPLAND ARE REFERENCED TO NAVD88 (SEE SITESURVEY FOR BENCHMARK LOCATION).3.SCOPE OF WORK INCLUDES CONSTRUCTION OF A NEW FIXED TIMBER DOCKAND INSTALLATION OF TWO BOATLIFTS.4.ALL DEBRIS SHALL BE DISPOSED OF AT AN OFFSITE DISPOSAL SITE. ANYDEBRIS FALLING INTO THE WATER SHALL BE RETRIEVED AND DISPOSED OFOFFSITE.5.ANY IMPACTED AREAS SHALL BE RETURNED TO A ROUGH-GRADED ANDBETTER-THAN-ORIGINAL CONDITION. CONTRACTOR SHALL THOROUGHLYFAMILIARIZE HIMSELF WITH EXISTING AND PROPOSED CONDITIONS PRIOR TOCOMMENCEMENT OF WORK.6.SEE SHEET 1 FOR EXISTING CONDITIONS AND NOTES; SHEET 2 FORPROPOSED DOCK AND BOATLIFT LAYOUT PLAN, AND SHEET 3 CROSSSECTIONS AND DETAILS7.ALL INFORMATION CONTAINED IN THESE PLANS SHALL BE FIELD CONFIRMEDAS NECESSARY BY CONTRACTOR PRIOR TO AND DURING ALL CONSTRUCTIONACTIVITIES. ANY DISCREPANCIES WHICH MAY MATERIALLY ALTER THEDESIGN AND/OR CONSTRUCTION SCOPE SHALL BE BROUGHT TO THEIMMEDIATE ATTENTION OF THE ENGINEER.8.ANY MODIFICATIONS TO THESE PLANS SHALL BE REVIEWED AND APPROVEDBY THE ENGINEER PRIOR TO EXECUTION.9.THIS PROJECT IS PENDING APPROVAL THROUGH A PERMIT EXEMPTION FROMTHE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AND A STATEPROGRAMMATIC GENERAL PERMIT FROM THE US ARMY CORPS OFENGINEERS. CONTRACTOR SHALL ADHERE TO ALL CONDITIONS OFREGULATORY APPROVALS.RIPARIAN RIGHTS LINEFLOODEBBINTRACOASTALWATERWAYNETTLES BLVDNORTH01020SCALE: 1" = 20'10/12/2021 For:N PALM BEACH, FL 33408561-315-3318SUITE 302Revisions Sheet No. Checked by: Drawn by: Date:618 US HIGHWAY 1www.bmainc.co2 MDB PROPOSED DOCK AND BOATLIFTS LAYOUT PLANNORTH0510SCALE: 1" = 10'UPLANDRESIDENCEAA10'TYPPROPERTY LINERIPARIAN RIGHTS LINEPROPERTY LINEEXISTINGSEAWALLRIPARIAN RIGHTS LINEFLOODEBBINTRACOASTALWATERWAY10K LB BOATLIFT10'MLW12'-2"42'4'13'-8"10'MHW3 x 10 TIMBER SPLIT PILE CAP10" BUTT x 25' LONGTIMBER PILE, TYP10" BUTT x 30' LONGTIMBER PILE, TYPDOCK CONSTRUCTION NOTES:1.DESIGN SPECIFICATIONS: FLORIDA BUILDING CODE 7TH EDITION20202.DESIGN LOADING:LIVE LOAD = 50 psf; WIND LOAD (132 mph(SERVICE), 3 SECOND GUSTS), EXPOSURE D3.HARDWARE: ALL HARDWARE TO BE MINIMUM 304 STAINLESSSTEEL UNLESS OTHERWISE NOTED.4.TIMBER WORK:4.1.DECKING TO BE ENDECK COMPOSITE DECKING (ORAPPROVED EQUAL), INSTALLED USING #10 X 3" SS DECKSCREWS.4.2.ALL FRAMING SHALL BE NO. 2 GRADE OR BETTER SYP,TREATED TO A MIN 0.60 pcf ACQ. ALTERNATE TIMBERPRESERVATIVE TREATMENT SPECIFICATIONS AND MEMBERSIZES SHALL BE PRE-APPROVED BY THE ENGINEER.4.3.COVER TOP OF ALL STRINGERS WITH ROOFING PAPER OROTHER WATERPROOFING PRIOR TO DECKING.4.4.HARDWARE: ALL HARDWARE TO BE GRADE 304 STAINLESSSTEEL (SS304) UNLESS OTHERWISE NOTED.4.5.DOCK PILING SHALL BE ROUND TIMBER PILES, TREATED TO AMIN 2.5 pcf CCA, MINIMUM BUTT DIAMETER OF 10", 25 FEETLONG. PILES SHALL BE EMBEDDED A MINIMUM 10' INTO SANDYSOILS. IF ROCK (CEMENTED SANDS) ARE ENCOUNTERED,PILES SHALL BE EMBEDDED A MINIMUM OF 3' INTO THIS LAYER.ENGINEER SHALL BE CONTACTED PRIOR TO PILE DRIVING ANDCONTRACTOR SHALL REPORT DRIVING LOGS TO ENGINEERFOR EVERY SIX PILES DRIVEN. JETTING OF PILES SHALL NOTBE PERMITTED. FIELD ADJUST PILES AS NECESSARY TO AVOIDCONFLICT. BOATLIFT NOTES:1.BOATLIFTS SHALL BE 10,000 LB HI-TIDE T2 TOPLESS X2 AND A16,000 LB HI-TIDE T2 TOPLESS X2. ELECTRICAL CONNECTIONS BYOTHERS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TOENGINEER AND OWNER FOR APPROVAL PRIOR TO PURCHASE.FINAL PILE LAYOUT TO BE PROVIDED BY HI-TIDE.2.BOATLIFT PILINGS SHALL BE ROUND TIMBER PILES, TREATED TOA MIN 2.5 pcf CCA, MINIMUM BUTT DIAMETER OF 10", 30 FEETLONG. PILES SHALL BE EMBEDDED A MINIMUM 10' INTO SANDYSOILS. IF ROCK (CEMENTED SANDS) ARE ENCOUNTERED, PILESSHALL BE EMBEDDED A MINIMUM OF 3' INTO THIS LAYER.ENGINEER SHALL BE CONTACTED PRIOR TO PILE DRIVING ANDCONTRACTOR SHALL REPORT DRIVING LOGS TO ENGINEER FOREVERY SIX PILES DRIVEN. JETTING OF PILES SHALL NOT BEPERMITTED.KUVEIKIS DOCK AND BOATLIFTS JENSEN BEACH, FLORIDA 13 NETTLES BLVD BSM3 x 10 TIMBER STRINGERBB16K LB BOATLIFT10/12/2021 For:N PALM BEACH, FL 33408561-315-3318SUITE 302Revisions Sheet No. Checked by: Drawn by: Date:618 US HIGHWAY 1www.bmainc.co3 MDB CROSS SECTIONS AND DETAILS -0.72 NAVD 88 (MHW)-1.50 NAVD 88 (MLW)DECK 4.00 NAVD 88EXISTING BOTTOM VARIES:-4.50 TO -5.00 NAVD 88STRINGERSPILE CAPPROPOSED 10KLB BOATLIFT10" BUTT x 30' LONGTIMBER PILE, TYP10" BUTT x 25' LONGTIMBER PILE, TYP4'DECKING13'-8"12'-2"PROPOSED 16KLB BOATLIFTSCALE: 1" = 1'3/8"x4" LONG SS304LAG SCREWS3 x 10 TIMBERSPLIT PILE CAP24"5" (TYP.)3 x 10 INTERIORSTRINGERSHURRICANE STRAP AT EACHINTERIOR STRINGER - PILE CAPCONNECTION (SIMPSON LTS12SSOR EQUAL)LAP SPLICE DETAIL3 x 10 TIMBERSPLIT PILE CAP(1) 5/8" SS THRU BOLT24" SCAB, SAMESIZE AS STRINGER3 x 10 TIMBERSTRINGERTIMBER PILE, SEESECTION FOR SIZE24"5"3/8" SS LAG SCREWSON SPLICE BOARD(2) 5/8" SS THRU BOLTSSCALE: 1" = 1'TYPICAL SPLICE DETAILSCALE: 1" = 5'CROSS SECTION B-BKUVEIKIS DOCK AND BOATLIFTS JENSEN BEACH, FLORIDA 13 NETTLES BLVD BSMSCALE: 1" = 5'CROSS SECTION A-A4'10" BUTT x 25' LONGTIMBER PILE, TYPEXISTING BOTTOM VARIES:-4.50 TO -5.00 NAVD 883 x 10 TIMBER SPLIT PILE CAP, ATTACH WITHTWO (2) 304 SS 5/8" THRU BOLTS PER PILE3 x 10 TIMBER STRINGERS,ATTACHED WITH ONE (1) 304 SS 5/8"THRU BOLT PER PILEENDECK COMPOSITEDECKING, ATTACH WITH#10 x 3" DECKSCREWS-0.72 NAVD 88 (MHW)-1.50 NAVD 88 (MLW)DECK 4.00 NAVD 8810/12/2021