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20'11—0" WIDE FLOAT <br /> 3x3 ANGLE BELOW TRANSITION PLATE <br /> 13'-0" <br /> 6" 4'-0" 6" <br /> TRANSITION, TYP EMBED PL <br /> 1/2"0 BOLT BELOW <br /> -------------------- ————————————————————— ———————————————————— <br /> N <br /> -------------------- ————— -------------- ----- -------------- <br /> 6„ 3„ 3„ 5 3/4„ <br /> A 2 TYP TYP TYP TYP <br /> S2.4 S2.4 <br /> 52.4 52.4 0" MAX <br /> VA GAP <br /> n TRANSITION PLATE PLAN 2 BOLT LAYOUT <br /> 21 S S2.4 SCALE: 1" 1'-0° 12'-0" WIDE FLOAT S24 S24 SCALE: 3" = 1'-0" <br /> (V <br /> Q <br /> W <br /> Q <br /> O <br /> W <br /> 2" <br /> NI 5/8" CURVED AND 1/8 <br /> o TEXTURED ALUMINUM PLATE GAP , <br /> O O <br /> ALUMINUM TUBE 1" OD, 1/2" ID <br /> T&B EACH CUT INTO LENGTHS PER PLAN AND <br /> SIDE 3/16 ALTERNATELY WELD TOP AND BOTTOM 30° PLAN <br /> -6 5/8" CURVED AND 1'-0" GAP 3 300 <br /> TEXTURED BETWEEN FLOATS 1/4%2 1/2" PLATES ALUMINUM HEAVY DUTY NON MARRING <br /> ALUMINUM PATE sza sea (MATCH LENGTHS TO WIDTH OFFDPL <br /> w TRANSITION PLATES ABOVE) 18" CLEAT PER BUMPER 8TR PIP(SEE <br /> VINYL SPECIFIED FLOAT WIDTH <br /> o SPECIFICATIONS SPECIFICATIONS)( MFR TO DETERMINE <br /> 3/8"x10" EMBED CONTINUOUS 3/8" NOMx2 1/2" W/S6S COTTERLPIN @ ESS DEAP END ER P�N (4" MAX) <br /> o S.S. PLATE SELF LUBRICATED MARINE BEARING CAST-IN-PLACE <br /> i ^ (GALAVANIC SEPARATOR) "x1" BAR ` PVC SLEEVE <br /> UHMW NOSING 1 <br /> N <br /> I I 3/16 qi ip <br /> 0 II II <br /> 1/2"x1 1/2" <br /> N I I SO PL WASHER z 1 1 2" <br /> i I MIN <br /> 0 o I /2S SPACED <br /> P) BOLTS <br /> Q'o SPACED PER PLAN <br /> 0 3" 6" 3" <br /> WITH 1/4" OVER SIZED <br /> SS L3x3x1/2 CONTINUOUS <br /> FLOAT MANUFACTURER 8" MIN <br /> HOLES TO DEFINE <br /> o o 3/4"4x4" LONG STUD ANCHORAGE TO FLOAT <br /> SPACED AT 36" oC MAX <br /> ELEVATION SECTION <br /> A SECTION 3 DETAIL 4 TYPICAL POCKET-TYPE CLEAT ATTACHMENT DETAIL <br /> S2.4 S2.4 SCALE: 3" = 1'-0" S24 S24 SCALE: 6" = 1'-0" S21 S24 SCALE: 1 1/2" = 1'-0" <br /> IF SHEET IS LESS THAN 22x34 E <br /> REDUCE SCALE ACCORDINGLY <br /> c�W PROJECT ENGINEER: SCALE: <br /> DWG. No. <br /> o�It E.�qj� N. WATSON AS SHOWN PORT OF EVERETT 52,4 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-°-073-°' <br /> `O �b DRAWN BY: CHECKED BY: /C// <br /> ¢� P.O. BOX 538 16015th Washington 9811 ® 04/11/2023 SS ISSUED FOR PERMIT REVIEW � 7 �"\�9 T. LEMONS S. KLIEB LER NOOOJECTMR-GM-2023-01 Li <br /> N Seattle,Washington 98101 • ti APPROVED BY: FLOAT DETAILS 2 W <br /> EVERETT, WA 98206 <br /> o i (425) 259-3164 (206)382-0600 Fax(206)382-0500 ��P' <br /> a PROJECT NO.1600120 NO. I DATE I BY REVISION NO. DATE BY REVISION SHEET NO. 40 OF a <br />