Laserfiche WebLink
LEGEND <br />— - - — <br />RIGHT OF WAY <br />— - — <br />PROPOSED CENTERLINE <br />e— ss <br />SANITARY SEWER <br />FM <br />SANITARY SEWER FORCE MAIN <br />SD — <br />STORM DRAIN <br />w <br />WATER SYSTEM <br />mCP# <br />CONTROL POINTS PER C3.12 <br />z <br />z <br />z <br />i <br />3 <br />/W <br />An <br />I <br />124 FHA STORM WATER N <br />/ w -TREATMENT SYSTEM w <br />w <br />-- - - 6+ - <br />SEINER DRIVE <br />SID <br />GCB 123 CB 125 <br />R/W R/W <br />Wi <br />_rCB 126 <br />rn <br />0 <br />— R/W RW �— R/W R/W — <br />\ RIGHT OE WA\7SIPI ALIGNMENT <br />0 <br />EXISTING CB <br />0 <br />------- �LIMITSOFWORK <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />w- <br />R/W <br />An I <br />30 <br />30 <br />OUTLET FLOW CONTROL <br />ORIFICE & RISSEER <br />PROFILE <br />GRADE <br />PROFILE <br />GRADE_ <br />ESPLANADE <br />+ <br />+ <br />+ <br />18.82'-7v <br />+ <br />+ <br />r �19.14' <br />- + <br />FG RIM <br />+ _ <br />+ _ + + <br />FIG <br />_ <br />�1 69 9'� <br />20 <br />FG RIM <br />PEAK HGL OVER WEIR <br />24.42 LF 24" CPEP <br />RIM COVER— <br />10 FINISHED GRADIE <br />17 41, <br />20 <br />EXISTING <br />S AWALL I I <br />— — <br />— — — — <br />— — — <br />------ <br />24°3 <br />CPEP <br />— — — — <br />_69.56 IF 24" CPEP_ <br />—ADJUST <br />— — <br />—17.62'- <br />EXISTING <br />I <br />I I <br />10 <br />0.5/ <br />- <br />0.5% <br />0:5� <br />OUTFALL <br />39.79 <br />LF <br />" <br />INSTALL 21 0 <br />TIDEFLEX VALVE TO <br />10 <br />CB 125 <br />1 <br />RIM: 18.82' <br />�IE IN:12.61' <br />IE OUT:12.36' <br />CB 126 <br />RIM: <br />12. <br />� <br />1 EXISTING CB <br />EXISTING OUTFACE <br />0 <br />INV IN: <br />INV OUT: <br />12.88' 24" CPEP- <br />12.78' 24" CPEP <br />INV IN: 12.24' 24" CPEP <br />: <br />INV OUT: 12.14' 24" CPP <br />RIM: 19.40' <br />0 <br />INV IN: 11.79' 24" CPEP <br />INV OUT: 5.05' 24" CPP <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ + <br />-10 <br />-10 <br />-0+50 <br />0+00 <br />0+50 <br />PROFILE <br />1+00 <br />1+50 <br />2+00 <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 />BRUCF <br />J. KEISER <br />NOTED <br />C3.09 <br />DESIGNED BY <br />DATE <br />WATERFRONT PLACE CENTRAL <br />CIP NO. 2-0-045-01, 6-8-001-06, <br />$—$-001-08 <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 />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />�sTexe G� <br />D. McDONALD <br />C. WIEST <br />'A' <br />FISHERMAN'S <br />APPRovEo av: <br />B <br />6/30/16 <br />JBK <br />ISSUED FOR BID AND CONSTRUCTION <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />ss <br />/ONAL <br />SHEET NO. 75 OF 195 <br />j EVERETT, WA 98206 <br />Y (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />STORM TREATMENT <br />NO. <br />I DATE <br />I BY <br />REVISION <br />