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E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)E(B)ED(B <br />)ED(B)ED(B)ED(B)ED(B)ED(B)ED(B)E(B)E(B)E(B)E(B)E(B)E(B)W(B <br />)W(B <br />)W(B <br />)W(B <br />)W(B <br />)W(B <br />)W(B <br />)W(B <br />)CBEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWEOWOOO-3.0-4.4- <br />4 <br />. <br />2 <br />-2.3- <br />1 <br />. <br />2 <br />-0 <br />.6-2.9- <br />1 <br />. <br />3 <br />-0.1 <br />0. <br />7 <br />0.50.4-1.2- <br />2 <br />. <br />7 <br />- <br />1 <br />. <br />5 -0.6-0.10.20.6- <br />3 <br />. <br />5 <br />-3 <br />. <br />0 <br />1.10 <br />. <br />7 <br />1.90.6-0.10 <br />. <br />7 <br />2.60.60. <br />5 <br />- <br />1 <br />. <br />3 <br />0.1-4.3-2.7- <br />1 <br />. <br />7 <br />-1.3-0.40.7- <br />2 <br />. <br />1 <br />-1.10.51.1-1. <br />4 <br />0. <br />6 <br />- <br />2 <br />. <br />0-2.9-2.8-2.11.00.50. <br />9 <br />1. <br />8 <br />3. <br />4 <br />3 <br />. <br />2 <br />3. <br />7 <br />9 <br />UNK 3"2.53. <br />6 <br />6 <br />4. <br />1 <br />14.744.473.23.23 <br />. <br />8 <br />3 <br />. <br />54.03. <br />4 <br />3.4CBUNK5 <br />. <br />9 <br />9 <br />6.05.65 <br />. <br />1 <br />4.75.3 <br />5.44.84. <br />4 <br />3.56 <br />3. <br />83.842. <br />0 <br />3 <br />2 <br />. <br />6 <br />7 <br />2.652.45 <br />3. <br />1 <br />8 <br />4.763.633.764.104.364.183.724.134.62 <br />. <br />9 2.73.33.54.15.55.48 <br />. <br />2 <br />0 <br />5. <br />1 4.5CB3 <br />. <br />7 3.73.73.44.13.53.74 <br />. <br />33.8EOW EOWEOW~LOT 22SECOND REIVISED PLAT OF BELLA VISTA SUBDIVISIONPB. 50, PG. 76, M.D.C.RN86°26'48"W 220.90'(BASIS OF BEARINGS)-6.8- <br />7 <br />. <br />6 <br />-7.1-6.6-5.4-5.5-7.5- <br />7 <br />. <br />2 -10.5-10.6-10.2-10.6-12.5- <br />9 <br />. <br />3 <br />-5.2- <br />3 <br />. <br />8 <br />- <br />6 <br />. <br />3-7.2-7.8- <br />8 <br />. <br />6-8.2-9.0-8.2-7.9- <br />7 <br />. <br />4 <br />-6.7-6.3-7.0-8.0- <br />8 <br />. <br />5 <br />-8.0-8.4-10.1-9.0- <br />7 <br />. <br />7 <br />- <br />7 <br />. <br />2 <br />-8.8- <br />9 <br />. <br />5 <br />- <br />9 <br />. <br />5-9.3-10.7- <br />1 <br />0 <br />. <br />9 <br />-10.7- <br />1 <br />0 <br />. <br />5 -9.6-9.6- <br />9 <br />. <br />4 <br />- <br />9 <br />. <br />1 <br />-8 <br />. <br />6-10.0- <br />1 <br />0 <br />. <br />4 -10.7-10.5-10.8-11.4-11.2-10.8-11.2-10.4-12.6 -10.4-10.9 <br />-9.0- <br />9 <br />. <br />0 <br />-9.2- <br />9 <br />. <br />9-10.0- <br />1 <br />0 <br />. <br />7 <br />-10.65.665.615.43 <br />5.47 <br />5.545 <br />. <br />6 <br />5 <br />5 <br />. <br />5 <br />9 <br />5.55 <br />5. <br />8 <br />0 <br />5 <br />. <br />6 <br />8 <br />5.505 <br />. <br />5 <br />1 <br />5.585.845.945. <br />8 <br />8 <br />MHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHWMHW MHWMHWMHWM <br />H <br />W MHWMHWMHWMHWMHW2% SLOPESTA: <br />0+ <br />50 <br />STA:1+00 STA:1+50STA: <br />1+ <br />8 <br />5 <br />TURBIDITY CURTAINDETAILSCM-3.0GP/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 DRAWINGSTURBIDITY CURTAIN QUANTITIESITEMUNITQUANTITY12" DIA. TIMBER PILEEA8GRAPHIC SCALE#TITLE1S-TITLE2ATITLE1TITLE2#S-S-X 0GRAPHIC SCALE(22X34) 1" = X'(11X17) 1" = X'XXXS-#SECTION SYMBOL BREAKLINESECTION TITLEDETAIL TITLEDETAIL LABELNORTH ARROWREVISION DELTACC STANDARD DIMCC STANDARDMINOR TEXTCC STANDARDMAJOR TEXTCC STANDARDMAJOR TEXTGRAPHIC SCALEELEV. +X.X' N-VDELEVATION SYMBOLWATER LEVEL <br />0(22X34) 1" = 12'(11X17) 1" = 24'2412N.T.S.FLOATING TURBIDITY CURTAIN DETAIL, TYP.D = 5' STD. (SINGLE PANEL FOR DEPTHS 5' OF LESS).D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS > 5 FT.).CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FT.)TWO (2) PANELS TO BE USED FOR DEPTHS GREATERTHAN 10 FT. UNLESS SPECIAL DEPTH CURTAINSSPECIFICALLY CALLED FOR IN THE PLANS OR ASDETERMINED BY THE ENGINEER.NOTICED:COMPONENTS OF TYPE I AND II MAY BE SIMILAR OR IDENTICALTO PROPRIETY DESIGNS. ANY INFRINGEMENT ON THEPROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLERESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPE I ANDII SHALL BE AS APPROVED BY THE ENGINEER.D 114" GALVANIZED CHAIN58" POLYPRO LB.BREAKINGSTRENGTHD 2 CLOSED CELL SOLID PLASTIC FOAMFLOATATION (6"Ø EQUIV.) (12 LBS.PER FT. BUOYANCY)18 OZ. NYLONREINFORCED PVCFABRIC (300 PSITEST) W/ LACINGGROMMETS516" GALVANIZEDCHAINSTRESS PLATE18 OZ. NYLONREINFORCED PVCFABRIC (300 PSITEST)SLOTTED PVC CONNECTORPIPE (METAL COLLARREINFORCED)516" VINYL SHEATHED EAW STEEL CABLE (9800LBS. BREAKING STRENGTH) WITH GALVANIZEDCONNECTORS (TOOL FREE DISCONNECT)TYPE IITYPE ITEMP. PILING AS REQUIREDTO SECURE CURTAINANCHOR TO BULKHEAD, TYP.TURBIDITYCURTAIN8CM-3.08CM-2.0