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LEGEND <br />— - - — RIGHT OF WAY <br />— - — PROPOSED CENTERLINE <br />e— ss SANITARY SEWER <br />FM SANITARY SEWER FORCE MAIN <br />SD — STORM DRAIN <br />w WATER SYSTEM <br />mCP# CONTROL POINTS PER C3.12 <br />z <br />z <br />z <br />i <br />3 <br />LIMITS OF WORK <br />TIE INTO EXISTING <br />STRUCTURE <br />___7QS — OS ❑ �1 <br />_ RIGHT OF WAY <br />as <br />CP31 CP4 '-CB 110 <br />EXISTING <br />STRUCTURE <br />FHB STORM WATER <br />TREATMENT SYSTEM <br />20 0 20 40 <br />40 <br />40 <br />30 <br />30 <br />+ <br />+ t r <br />14.74 <br />+ + <br />+ <br />+I <br />r <br />PROFILE I <br />-GRADE <br />+I 19.10. I <br />FG RIM <br />1 <br />— <br />PROFILE +19.69' <br />GRADE <br />17 62 <br />+ESPLANADE + <br />. <br />17 41 <br />20 <br />17.73' FG RIM PEAK HGL OVER WEIR <br />20 <br />— <br />— — — — — <br />17.3 1LF 18" CPEP <br />— — <br />— 92I6 LF <br />24" CPEP — <br />— — — — — — <br />_ _EXISTING <br />_ <br />_ _ <br />EXISTING <br />SEAWALL <br />--- <br />_ _ <br />10 <br />11 <br />I <br />I O 6T9ALF <br />INSTALL 21"0 <br />EXISTING OUTFALLEFLEX VALVE O <br />10 <br />015% <br />IE IN:12.73' IE OUT:12.12' <br />CB 1 10 <br />f1NV <br />4- <br />EXISTINGCB0 <br />RIM: 17.73' <br />IN: 12.89' 24' CPEP <br />RIM: 19.10' <br />0 <br />OUT: 12.782244" CPEP <br />INV OUT: 5.00' 24" CPP <br />+ <br />+INV <br />+ <br />I <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ + <br />-10 <br />-0+50 <br />0+00 <br />0+50 <br />=1 PROFILE <br />1+00 <br />1+50 <br />-10 <br />2+00 <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1H:10V <br />x <br />gJ�w <br />PROJECT ENGINEER: <br />SCALE : <br />PORT OF EVERETT <br />DWG. NO. <br />o <br />Port Of <br />PND ENGINEERS, INC. Is NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />� gRlull CF <br />J. KEISER <br />NOTED <br />C3.10 <br />DESIGNED BY <br />DATE <br />WATERFRONT PLACE CENTRAL <br />CIP NO. 2-0-045-01, 6-8-001-06, <br />$—$-001-06 <br />© ® �"' 1736Fou=rhAveaue8.8uiteA <br />ean <br />, Se,Washngron98134 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF$—$-001-07, <br />yP�° <br />9 <br />M. O'CONNOR <br />AUG. 2016 <br />DRAWN ev: <br />CHECKED BY: <br />EVERETT <br />P: 206.624.1387 <br />�1 <br />8/22/16 <br />JBK <br />ADDENDUM 1 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />p0 <br />FISHERMAN'S HARBOR <br />PROJECT <br />NO. PD—WP-2016-01 <br />P.O. BOX 538 <br />ENGINEERS, INC. —. adea <br />p giaeeTs.c <br />A <br />6/30/16 <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />�sTexe G� <br />ss <br />D. MCDONALD <br />C. WIEST <br />p <br />FISHERMAN'S B <br />APPRovEo av: <br />B <br />EVERETT, WA 98206 <br />JBK <br />ISSUED FOR BID AND CONSTRUCTION <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />TONAL <br />SHEET NO. 76 OF 195 <br />j <br />Y (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />STORM TREATMENT <br />NO. <br />I DATE <br />BY <br />REVISION <br />