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SAWCUTTING LIMITS <br /> 3.5" DIA FUEL __ _ SEE NOF E 1 <br /> PIPING, SEE FUEL <br /> SYSTEM SHEETS �0_ 0 CONCRETE CURB, <br /> PROTECT—IN—PLACE <br /> UPLAND REPLACE CAST—IN—PLACE <br /> TRANSITION SUMP CONCRETE REINFORCED CONCRETE, TIE INTO EX <br /> 3 3 3 3 3 3 3 3 3 RAMP ADJACENT CONCRETE BY EXPOSING c7.3 s2.5 <br /> E I E E E E E ADJACENT CONCRETE BAR, SEE <br /> W a oo ' I TRENCH LIMITS STRUCTURAL <br /> PROTECT—IN—PLACE } > <br /> EXISTING E E o- a <br /> d-a DV <br /> RICAL LINES, 1 22 ro a <br /> d 3 OTE 20 } 4 <br /> LD> N EX 6" 0 SLEEVE <br /> w N N FCS 3.5" 0 FUEL PIPING, SEE ° <br /> p I FUEL SYSTEM SHEETS -> -a - <br /> vy o I B I -- <br /> I <br /> is _ C C7.3C7.4 00 --.� -----.--- <br /> w r E � <br /> C7.3 C 7.3 <br /> E E E E FUEL UTILITY <br /> VAULT EXIST ING —n. <br /> O <br /> CONCRETE SIDEWALK ° I PILE CAP <br /> L� LIMITS, SEE DEMO Q I I C LL <br /> Q PHOTOS WALER <br /> C7.3 C7.4 L � <br /> LT ALLOW 1' OFFSET TO I EX 2" FUELnLINES TO B� TIE ROD <br /> o L TIE INTO EX CONCRETE, I v C � ET E ABANDONED WHEN NEW x//�,\ <br /> SEE STRUCTURAL L I I CONNECTION IS AVAILABLE <br /> - ------ <br /> i i L ------ ---- ------ --------------------------------------------- <br /> MAINTAIN A MINIMUM <br /> OF 2' OF COVER OVER <br /> TIE RODS <br /> A Ax//, <br /> UTILIZE EX 6" SLEEVES C7.3 C7.4 SHEET PILE PILE CAP <br /> N PILE CAP TO ROUTE C7.3 C7.3 BULKHEAD <br /> FUEL LINES <br /> SHEET PILE <br /> ! w BULKHEAD <br /> ACCESS <br /> o GATE 173 <br /> 1 UPLAND FUEL PIPE CONNECTIONS A UPLAND PIPING AND WALKWAY SECTION <br /> D1.1 C7.3 SCALE: 1"-5' C7.3 C7.3 SCALE: 1" = 1' <br /> w 5' 0 5' 1 0' 1' 0 1' 2' <br /> 0 <br /> 2.5' 7.5' 0.5' 1.5' <br /> o SCALE: 1" = 5' EX 6" 0 PIPE <br /> i <br /> NOTES: SLEEVE SCALE: 1 1" = <br /> 1. CONTRACTOR SHALL CONFIRM LOCATION OF D o <br /> LINK SEAL BOLT ° D 3.5" 0 FUEL PIPING, SEE <br /> D <br /> 0 o UPLAND TRANSITION SUMP WHICH IS TO BE ° o ° FUEL SYSTEM SHEETS <br /> INSTALLED AS A PART OF THE MARINA LINK SEAL <br /> FUEL TANK RELOCATION PROJECT TO BE PRESSURE PLATE <br /> �I - COMPLETED PRIOR TO THE START OF <br /> CONTRACT. ELASTOMERIC SEAL <br /> T 2. CONTRACTOR TO LOCATE ALL UTILITY LINES ELEMENT <br /> o PRIOR TO DEMOLITION, SEE C7.4 FOR LS MODEL (C, L, S-316, 0, <br /> o PROFILE DETAILS OS-316, T) <br /> o ° <br /> ``I <br /> U� ° <br /> D <br /> o EXISTING PILE CAP <br /> o— <br /> o <br /> • Call 811 <br /> ® two business days <br /> FUEL LINE PENETRATDON DETAIL LINK SEAL before you dig <br /> �o <br /> C7.3 C7.3 SCALE: NTS <br /> E IF SHEET IS LESS THAN 22x34 <br /> v REDUCE SCALE ACCORDINGLY <br /> 0 RN. WATSONENGINEER: SCALE: PORT OF EVERETT DWG. N C7 3 W I � - ���o>:*ess�gl� N. W AS SHOWN � <br /> ti DESIGNED BY: DATE: <br /> Port of =g'~� �'� H. PETERSON 04/11/2023 CENTRAL MARINA FUEL DOCK CIP 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 /> UPLAND DETAILS NO W <br /> „N P.O. BOX 538 Seattle,Washington 98101 ® 04�11/2023 SS ISSUED FOR PERMIT REVIEW �a1P11�'' APPROVED BY: MR—GM-2023-01 <br /> EVERETT, WA 98206 <br /> °=� (206)382-0600 Fax(206)382-0500 AA <br /> o/ (425) 259-3164 PROJECT NO.1600120 NO. DATE BY REVISION NO. DATE BY REVISION SHEET NO. 30 OF 1.. <br /> a <br />