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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 3 REINFORCED CONCRETE BAR, SEE REINFORCED JOINT AT EX PAVEMENT IS THICKER, CONTRACTOR <br /> E E CONCRETE STRUCTURAL SHEET S2.5 CONCRETE PAVING LIMITS SHALL MATCH EX ASPHALT THICKNESS <br /> IF GREATER THAN 3" <br /> WSDOT TYPE 6 CEMENT I w <br /> CONCRETE EXTRUDED CURB, ° w <br /> VP MATCH EXISTING, PAINT RED a 4 . . <br /> CC 4/ iS 4 4` dRI •t. <br /> FCV 4/ 4 . <br /> S i 4" 4 EXISTING HMA o 0 0 0 0 <br /> o t'. t r. S 9 I t.. w = w = <br /> Y 4 z 0 LL 0- CSBC \// /\//\//\//\//\//\//\//\//\ U w <br /> c c c c 0 c z \\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\ z o <br /> CSBC o 0 0 0 0 4" MINIMUM z STRUCTURAL FILL /�\\�\\/\�\\ 4" MINIMUM � <br /> 0 I DISTANCE ro w DISTANCE z <br /> ro w <br /> E E E E E�E E E E E E cD BETWEEN - BETWEEN <br /> PIPES zco PIPES z <br /> w <br /> � z <br /> CONCRETE SIDEWALK w L 0 \o 0 <br /> LIMITS, SEE DEMO Q I I <br /> Q PHOTOS AND �QI I�I Q HMA MENT, LIMITS a M 0 PIPE ZONE N ww o <br /> _ PIPE ZONE <br /> STRUCTURAL I w L V a BEDDING D BEDDING <br /> - � <br /> a W z- - - - <br /> NCB ETE <br /> o L <br /> 41 <br /> �I <br /> �I +6 INCHES, TYP <br /> +6 INCHES, TYP <br /> MINIMUM TRENCH WIDTH MINIMUM TRENCH WIDTH <br /> n w 23" 23" <br /> w 0 C TYPICAL CONCRETE TRENCH SECTION B TYPOCAL HMA TRENCH SECTION <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 NOTLD 1 FOOT OF CLEARANCE <br /> ^ OTHERWISE BETWEEN PUD LINES <br /> o AND FUEL LINES <br /> 5' 0 5' 10' <br /> i <br /> 0 <br /> O N 0) <br /> � SCALE: 1" = 5' <br /> WALER _ N <br /> - _ - --- - 2' 0 2' 4' <br /> , �X �� �� SCALE: 1" = 2' <br /> / C %�/ /�/� /�/� X�% /�/�/�/ <br /> �� ----v�\v��--��--��--��-��-�� �� �\ <br /> �� LX LIGHTING EX COMM LINE, I EX PUD LX COMM LINE, EX SNOHOMISH PUD \��� ���������� <br /> MAINTAIN A MINIMUM i i <br /> \ \/ ABRACH CONDUIT, I.E.�� = UNKNOWN /SECONDARY, LE = UNKNOWN �12KV PRIMARY, R11��� �� ���E RODS C OF OVER <br /> R UNKNOWN �������� 'LE. = UNKNOWN ����/ / �� UNKNOWN ��� ��������������� Call V 1 1 <br /> o EX TIE ROD <br /> two business days <br /> obefore you dig <br /> A UPLAND PIPING SECTION <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�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. 31 OF <br /> a <br />