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PSG <br />XxO�� -- •--- R��R/W <br />q� <br />`y y <br />a510xoo SaS <br />jI3 W CB 105�_ 1 <br />R/W R/W <br />SEINER DRIVE <br />11 <br />w w <br />EXISTING <br />STRUCTURE R \ v; <br />TIE INTO EXISTING PROVIDE KNOCKOUT TO R <br />STRUCTURE THE EAST AT 12.98' <br />Rey — R/W R/W R/W <br />— as <br />RIGHT OF WAY 7 <br />LEGEND <br />Co <br />110 <br />R/W <br />RIGHT OF <br />WAY <br />FHB STORM <br />WATER <br />- <br />— PROPOSED <br />CENTERLINE <br />TREATMENT <br />SYSTEM <br />ss <br />SANITARY <br />SEWER <br />SEE SHEET <br />C3.10 <br />FM <br />SANITARY <br />SEWER FORCE MAIN <br />SD STORM DRAIN <br />w WATER SYSTEM <br />�IJ <br />01 <br />a <br />1t2 <br />ofn <br />of0 <br />z <br />z <br />z <br />z <br />i <br />2 <br />s <br />PLAN <br />I II I� I <br />CONTRACT N.I.C.I 3 <br />i <br />CAPPED FOR FUTURE WORK � <br />CONNECTION, TYP. <br />R W R/W R/W I G r�*1 <br />0D <br />CB 102 I rcn z <br />CB 103 m <br />ub <br />7 T <br />- <br />I 3 <br />612+00�s 12+50 13+00 <br />w w w — <br />® I SDL ALIGNMENT <br />CB 101 I <br />3 <br />R/W R/W R/W <br />I <br />I _ <br />II II <br />WEST MARINE VIEW DRIVE <br />RIGHT OF WAY <br />20 0 <br />20 <br />40 <br />—���—���——���—���—�� <br />CONTRACT I—N.I.C.-�—� <br />20 <br />WORK <br />20 <br />PROFILE <br />SEINER 11 <br />WEST MARINE <br />GRADE <br />_ <br />_ <br />_ _ <br />_ DRIVE <br />VIEW DRIVE <br />_ _ <br />_ <br />18 <br />— — <br />— <br />— — <br />— <br />18 <br />'EXISTING <br />STORM 12" CPEP <br />STORM 12" CPEP <br />16 <br />GRADE <br />IE 13.99' 22LF 0.50% <br />IE <br />14.90' 33LF 0.50% <br />16 <br />4 1" <br />+ <br />I <br />+ <br />+ <br />14 <br />° <br />t== <br />9° � � <br />� � <br />� <br />14 <br />+ <br />��CB 105 + I <br />+ <br />I <br />t + <br />W TA ER <br />SERVICE CE 4"0 <br />t <br />t t <br />12 <br />L STA:9+81.67 <br />OFFSET:10.95 R <br />RIM:18.04 <br />T� <br />CB 104r <br />SDL STA:11+44.65 <br />OFFSET :9.84 L <br />IE 13.29' <br />CB 103 <br />CB 102 <br />SDL STA:12+60.70 <br />OFFSET:16.67 L <br />12 <br />WATER <br />12"0 <br />I <br />INV IN:13.29' <br />INV IN:13.99' <br />RIM:19.12 <br />INV IN:14.22' <br />SDL STA:12+28.34 <br />OFFSET:10.95 L <br />RIM:17.90 <br />IINV IN:14.90' <br />10 <br />IE 12.03' <br />INV IN:13.56' <br />INV OUT:14.12' <br />RIM:18.49 <br />INV OUT:14.80' <br />10 <br />INV OUT:13.19' <br />INV IN:14.64' <br />INV OUT:14.54' <br />WATER SERVICE 6'0 <br />SEWER <br />12"0 <br />SEWER SERVICE 6"0 <br />8 <br />IE 9.84"vi <br />1 <br />IE 9.08'1 <br />1 1 1 <br />1 1 1 <br />1 1 <br />1 1 1 1 <br />1 <br />IE 8.71' <br />1 1 <br />1 1 1 1 1 1 <br />1 <br />1 <br />1 <br />8 <br />6 6 <br />9+10 10+00 11+00 PROS" 12+00 13+00 13+30 <br />" IF THIS DRAWING IS NOT 22"04" SCALE ACCORDINGLY. I 1H:10V <br />lie/ PROJECT ENGINEER SCALE PORT OF EVERETT DWG. N0. <br />o a END ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY BRUCF J. KESER NOTED C3.07 <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE ,S ewasx /�, <br />Port O CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS SAP o$ s DESIGNED av DATE WATERFRONT PLACE CENTRAL <br />0 0 ® ® �"' 1736 Fourth Aveaue S. Suite A WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, -P M. O'CONNOR JUL. 2016 CIP NO. 2-0-045-01, 6-8-001-06, <br />p , Seattle, Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF FISHERMAN'S HARBOR 6-6-001-07, 6-6-001-06 <br />s P. 206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAWN av: CHECKED av: <br />9% EVERETT ENGINEERS, INC. —. ndea AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN AO 'u D. McDONALD C. WIEST PROJECT <br />p �aeeis.com APPROVAL FROM RIND. DRAWINGS ARE ALSO NOT TO BE USED � s I G�� DRAINAGE PLAN AND PROFILE <br />NO. PD—WP-2016-01 <br />� b P.O. BOX 538 A0 6/30/16 JBK ISSUED FOR BID AND CONSTRUCTION ss Ed APPROVED ev: <br />°D N EVERETT, WA 98206 IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT /ONA� <br />Y (425) 259-3164 DIRECTLY OR INDIRECTLY TO PND. <br />NO. I DATE 1 01 REVISION SHEET NO. 73 OF 1 55 <br />