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3.5" DIA FUEL <br /> PIPING, SEE FUEL <br /> SYSTEM SHEETS <br /> TIE INTO EX ADJACENT CONTRACTOR SHALL PLACE 3" MINIMUM <br /> CAST-IN-PLACE CONCRETE BY EXPOSING EXISTING HMA CLASS 1/2" PG58H-22, UNLESS <br /> 3 3 2'-6" 3 a REINFORCED CONCRETE BAR, SEE REINFORCED JOINT AT EX PAVEMENT IS THICKER, CONTRACTOR <br /> E 2 E E CONCRETE STRUCTURAL SHEET S2.5 CONCRETE PAVING LIMITS SHALL MATCH EX ASPHALT THICKNESS <br /> 4)a ( IF GREATER THAN 3" <br /> •£� � ) c o ,ate o o I � I � c <br /> a WSDOT TYPE 6 CEMENT I w <br /> 4") 3 CONCRETE EXTRUDED CURB, o ° w <br /> " a) MATCH EXISTING, PAINT RED I 4 <br /> i•5 N v / 4. 4 <br /> o / 4 4I <br /> T 4 1. <br /> m o �I(II 1 \/S I 4 4 ,4 i 4' .4.. q o' EXISTING HMA o 0 0 0 0 o <br /> UN •11 V _U 4" Y 9 4 I.� R. / O \\may\\/ \ \ \ \ \ \ \ \ O <br /> CS BC \iGk l \\\ \\ \\ \\�\ \ a wo <br /> IJ c cc c c CSBC o 0 0 0 0 z STRUCTURAL FILL <br /> VA,A \/� \ �A��A �A :5 z <br /> 4" MINIMUM u 4" MINIMUM <br /> DISTANCE 00 w DISTANCE z <br /> ro w <br /> _E—E E E E�E E E E E E cD BETWEEN - BETWEEN <br /> PIPES z O PIPES z <br /> w <br /> � z <br /> CONCRETE SIDEWALK w L o \o o N <br /> LIMITS, SEE DEMO Q I I <br /> Q PHOTOS AND lkQI 1"I Q HMA MENT, LIMITS a M PIPE ZONE N ww o <br /> _ PIPE ZONE <br /> STRUCTURAL I L V a BEDDING D BEDDING <br /> - w <br /> a NCB ETE <br /> L <br /> o <br /> 1 / n W if <br /> �I <br /> �I +6 INCHES, TYP <br /> +6 INCHES, TYP <br /> MINIMUM TRENCH WIDTH MINIMUM TRENCH WIDTH <br /> w 23" 23" <br /> w 0 C TYPICAL CONCRETE TRENCH SECTION B TYPOCAL HMA TRENCH SECTDON <br /> C7.3 C7.4 SCALE: NTS C7.3 C7.4 SCALE: NTS <br /> 0 <br /> 0 <br /> _ w <br /> I <br /> CURB REPLACEMENT DETAIL <br /> D1.1 C7.4 SCALE: 1"=5' MAINTAIN A MINIMUM OF MAINTAIN A MINIMUM OF <br /> 18" OF COVER FOR 6" OF CLEARANCE <br /> EX 6" O SLEEVE FUEL LINES 3.5" 0 FUEL PIPING BETWEEN FUEL LINES EX UPLAND <br /> wo (2), SEE FUEL SYSTEM AND ALL OTHER MAINTAIN A MINIMUM OF TRANSITION SUMP <br /> SHEETS UTILITIES UNLESS NOTED 1 FOOT OF CLEARANCE <br /> ^ OTHERWISE BETWEEN PUD LINES <br /> o AND FUEL LINES <br /> 5' 0 5' 10' <br /> i <br /> o <br /> O N 0) <br /> � SCALE: 1" = 5' <br /> WALER _ N <br /> - _ - --- - 2' 0 2' 4' <br /> , �X �� �� SCALE: 1" = 2' <br /> / C �/ �/ %�/ / �/� /;i ; / / �/� <br /> �� - \v�\��\�- - ,y� ,yam , y� ��--��--��--��-��- <br /> �� ���� EX LIGHTING EX COMM LINE, EX PUD EX COMM LINE, EX SNOHOMISH PUD \/ y����X X\X���� <br /> MAINTAIN A MINIMUM /, / i <br /> \ \/ ABRACH CONDUIT, �TLE. = UNKNOWN /SECONDARY, I.E. = UNKNOWN �12KV PRIMARY, R11\� A� ���E RODS �OF ER R ��NKNOWN �����/Vyx LE. = UNKNOWN �������V��\\AXX� UNKNOWN � ����� ����� Call V 1 1 <br /> o EX TIE ROD <br /> - two business days <br /> obefore you dig <br /> A UPLAND PIPING SECTION Lo <br /> C7.3 C7.4 SCALE: 1" = 2' IF SHEET IS LESS THAN 22x34 <br /> E <br /> v REDUCE SCALE ACCORDINGLY <br /> RN. WATSONENGINEER: SCALE: PORT OF EVERETT °W N C7 4 w I � - � o>:*ess�q?' 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. 31 OF <br /> a <br />