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WALKWAY CONNECTION FLOAT <br /> 3/4"0 EMBEDDED BOLTS <br /> 3/4"Ox3" (316) EXIST FLOAT CL JOINT NEW FLOAT W/18" EMBEDMENT, TYP <br /> SS STUD, TYP EDGE OF EX <br /> 1/2" STEEL VATRANSFORMER FLOAT <br /> PLATE EX 3/4110 <br /> I THRU RODS <br /> Fl <br /> 3/8"x4" STEEL�� 5 /2%5 1/2%6" <br /> COLLAR T--1 F-T PIPE PILE NEOPRENE BLOCK <br /> ri (DURO 80) 0 <br /> I I I <br /> C I I KI 7 <br /> CONCRETE <br /> FLOAT <br /> I I <br /> I I I I <br /> I I I I <br /> I I <br /> B C , <br /> I I I I 52.3 52.3 <br /> C 52.3 S2.3 <br /> I I <br /> n PLAN VIEW AT BOLTING POCKETS EDGE OF <br /> _____ ____ _ ________ EXISTING STEEL <br /> 52.1 52.3 SCALE: NTS CONCRETE <br /> FLOAT CONNECTION <br /> H LI ,4x8 WALER7� BRACKET, VIE� <br /> D <br /> UHMW BLOCK ATTACHED 3/8" STIFF, TYP 52.3 52.3 <br /> W/ 1/2"0 BOLTS, TYP HERE COVER <br /> SEE NOTE 1 PLATE � DETAIL <br /> TYPICAL BOLT CONNECTION FOR <br /> EXISTING FLOAT TO NEW, S2.1 S2.3 SCALE: 1 1/2" = 1'-0" <br /> V REFERENCE RECORD DRAWING <br /> o EXIST FLOAT 3/4" GAP BETWEEN SHEET 29 OF "14TH STREET <br /> FLOATS FILL WITH PORT OF EVERETT" PROJECT <br /> o A PILE COLLAR DETAIL 3/4"x4" RUBBER AND NEW FLOAT <br /> . S2 FILL WITH "SIKAFLEX" <br /> S1 2 .3 SCALE: NTS <br /> N <br /> NI <br /> o STEEL PIPE PILE 1/2" GAP, TYP <br /> 2x4 WOOD FILLER 3/8"0 CARR. BOLT <br /> UHMW PADS ATTACHED - EX TRANSFORMER FLOAT <br /> 3/8"x4" STEEL NEW FLOAT 4x8 WALER <br /> COLLAR W 1/2"0 BOLTS, TYP <br /> SEE NOTE 1 <br /> CONCRETE <br /> HPDE COVER PLATE <br /> FLOAT <br /> I I <br /> __________= C SECTION AT BOLTING POCKETS <br /> I I <br /> ^ S2 3 S23 SCALE: NTS <br /> o <br /> i 4"0 STEEL SHEAR EX 3/4"0 THRU ROD <br /> PLATE CONNECTOR <br /> 0 <br /> ig: <br /> (fi) <br /> EXISTING STEEL <br /> j 3/4"Ox3" (316) CONNECTION <br /> S.S. STUD, TYP BRACKET, VIE <br /> n NOTES: <br /> 1. PILE COLLAR DESIGNED BY FLOAT MANUFACTURER. EX 1/8"x6" NEOPRENE PAD <br /> i (FULL LENGTH OF BRACKET) <br /> 2. UHMW RUBSTRIPS REQUIRED. <br /> a o <br /> 3. PILE HOOP SHALL HAVE ABILITY To SHIM TO D SECTION <br /> FINAL PILE LOCATION WITH 3/4" CLEARANCE <br /> 1/2" STEEL L3x5x3/8" BETWEEN FLOAT AND UHMW. S2.3 S2.3 SCALE: 1 1/2" = 1'-0" <br /> 0 o PLATE 4. UHMW PADS SHALL BE ACCESSIBLE TO REMOVE <br /> PILE COLLAR SECTION AND REPLACE FROM BACKSIDE. <br /> B <br /> S2.3 S2.3 SCALE: NTS <br /> Ea <br /> E` IF SHEET IS LESS THAN 22x34 <br /> REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: <br /> DWG. N0. <br /> o��E.�qj� N. WATSON AS SHOWN PORT OF EVERETT S2,3 w/� <br /> N 5G p4* �l DESIGNED BY: DATE: U) <br /> Port of ��°`° r� H. PETERsoN DATE 2023 CENTRAL MARINA FUEL DOCK CIP NO. <br /> EVERETT 2-0-073-01 5 <br /> `o DRAWN BY: CHECKED BY: <br /> ¢� P.O. BOX 538 16015th Avenue,Suite 1300 ® 04�11�2023 SS ISSUED FOR PERMIT REVIEW � 7 �"\�9 T. LEMONS S. KU EB LER NOOOJECTMR-GM-2023-01 Li <br /> N Seattle,Washington 98101 • ti APPROVED BY: FLOAT DETAILS 1 W <br /> EVERETT, WA 98206 <br /> o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 ' <br /> a PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 39 OF a <br />