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13'-5" <br /> PILE HOOP CLEARANCE, POLYSTYRENE CORE, TYR <br /> WITH <br /> UTILIT REMOVABLECHASE TYP, SEE STRUCTURAL NOTES: <br /> 3'-0" <br /> GRATED UHMW RUB STRIP, TYP SEE 4" DIA COMMUNICATION <br /> FIBERGLASS LID STRUCTURAL CHASE, SEE ELECTRICAL 1. INSTALL UNISTRUT AND PIPE CLAMPS <br /> TO RAISE FUEL LINES FROM BOTTOM <br /> C,j CONCRETE OF UTILITY CHASE TO PROMOTE <br /> UNISTRUT, FLOAT, TYP FENDER, TYP POSITIVE DRAINAGE <br /> SEE NOTE 1 <br /> o I I mmm [7 < <br /> O 0 w <br /> = o <br /> 2" DIA UTILITY I I m Q Q <br /> LU <br /> 0 <br /> CHASE DRAIN HOLE, I I = o m <br /> EVERY 50' O.C.- LI <br /> _..-..-..-.. OLOT:ABLF <br /> A 2„ DIA -..�.. o <br /> GAS 4' DIA ELECTRICAL = w w <br /> Uj <br /> L I I CHASE, TYP, SEE O z <br /> 1.5" DIA I I 3" DIA SANITARY SEWER w <br /> ELECTRICAL <br /> WATER COMMUNICATION CONTRACTOR TO PROTECT Q <br /> CONDUIT FOR I I SANITARY SEWER LINE BY o 0 <br /> 6" DIA FIRE WATER FUEL SYSTEM O ADJUSTING FENDER WIDTH o <br /> CONTROLS I I o <br /> CONTRACTOR TO <br /> PROTECT FIREWATER <br /> LINE WITH FENDER <br /> POST TENSION DUCTS WITH <br /> PVC SLEEVE CAST-IN-PLACE, \ <br /> SEE STRUCTURAL `18" DIA PILE BEYOND, <br /> SEE STRUCTURAL <br /> 12'-0" <br /> 3 <br /> A NORTH FLOAT SECTION (NON—FUELING <br /> N CT C5.1 SCALE: 1" = 1' <br /> 0 <br /> 21'-5" <br /> UTILITY CHASE WITH <br /> U <br /> REMOVABLE GRATED <br /> U FIBERGLASS LID UHMW 4" DIA ELECTRICAL CHASE, STRUCTURAL U ASTRIP, TYP SEE <br /> 5'-9" 3'-0" TYP, SEE ELECTRICAL <br /> o CONCRETE FENDER, TYP <br /> 73 FLOAT, TYP <br /> UNISTRUT, <br /> SEE <br /> NOTE 1 <br /> /ak (S 1- 0 (0 0 T: c� <br /> I ILU <br /> Li IWI m <Li o <br /> 1.5" DIA STEELAIA <br /> o m <br /> CONDUIT FOR FUEL ~ w <br /> i <br /> O DISPENSER AND LIGHT O <br /> I I POLE POWER 0 <br /> 1.5" DIA POTABLE WATER /2DIA DIESEL N w <br /> 1.5" DIA <br /> COMMUNICATION <br /> 2" DIA GAS CONDUIT FOR FUEL D <br /> 6" DIA FIRE WATER O w <br /> SYSTEM CONTROLS o <br /> _ <br /> N CONTRACTOR TO PROTECT � h DO <br /> FIRE WATER LINE BY <br /> o ADJUSTING FENDER WIDTH <br /> 0 <br /> PILE HOOP POLYSTYRENE <br /> POST TENSION DUCTS WITH CLEARANCE, TYP, CORE, TYP <br /> PVC SLEEVE CAST-IN-PLACE, SEE STRUCTURAL 18" DIA PILE BEYOND, <br /> o SEE STRUCTURAL TYP SEE STRUCTURAL <br /> 0 3 PILE HOOP <br /> - 20'-0" CLEARANCE, TYP, 1' 0 1' 2' <br /> SEE STRUCTURAL <br /> SCALE: 1"=1' <br /> B SOUTH FUEL FLOAT SECTION <br /> C4.2 C5.1 E SCALE: 1" = 1' IF SHEET IS LESS THAN 22x34 <br /> v REDUCE SCALE ACCORDINGLY <br /> c�w PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. C5 1 - <br /> - � o>:*ess�gl N. WATSON AS SHOWN <br /> ti DESIGNED BY: DATE: <br /> Port of =g'~� �'� ES PETERsoN DATE 2023 CENTRAL MARINA FUEL DOCK CP NO. <br /> 1TffEVERETT 2-0-073-01 <br /> DRAWN BY: CHECKED BY: C <br /> 1601 5th Avenue,Suite 1300 �slm�a��o ati B. MACHUS S. STAINER PROJECT c <br /> N P.O. BOX 538 Seattle,Washington 98101 ® 04/11/2023 SS ISSUED FOR PERMIT REVIEW �a1P11 APPROVED BY: FUEL FLOAT SECTIONS N MR-GM-2023-01 <br /> EVERETT, WA 98206 <br /> °=� (206)382-0600 Fax(206)382-0500 AA <br /> o/ (425) 259-3164 W <br /> PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 23 OF <br /> a <br />