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z <br />0 <br />9 <br />LEGEND CB 124 FHA STORM WATER <br />w I w <br />PROPOSED CENTERLINE <br />S- SANITARY SEWER <br />6 00 <br />-TREATMENT SYSTEM <br />RIGHT OF WAY <br />7+.00 <br />Se <br />SANITARY SEWER FORCE MAIN <br />(@I— SD — STORM DRAIN SEINER DRIVE <br />cpl CP2 <br />. . .... . ...... <br />w — WATER SYSTEM � —.Pq SD <br />CP# CONTROL POINTS PER C3.12 00 00 <br />CB 126 <br />CB 123 r CB 125 <br />. . . ............... .......... <br />IW R/W R/W R/W 01W R/W R1VW 7i R/W 1W — R/W R/W <br />RIGHT OF WAY SDL ALIGNMENT <br />EXISTING CB <br />.......... <br />—T <br />. . .... -- -------- <br />. . . ...... . .... . . <br />— — — — — — — LIMITS OF WORK <br />PLAN <br />SCALE IN FEET <br />20 0 20 40 <br />CA� <br />ri <br />cx \A <br />40 40 <br />... . ..... . .. <br />z 30 <br />30 <br />OUTLET FLOW CONTROL PROFILE <br />PROFILE <br />r IV k) i ESPLANADE <br />ORIFICE & RISER GRADE GRADE . <br />19.40' ............ ------ - <br />. . . . . .... ... .... ..... . ------- ...... . .. 19.14 ..... ............ ... ... <br />18.82' FGAIM 19.69' <br />.4!r PEAK HGL OVER 17 A7' jZ 20 <br />< 20 LL'-Amq_ I FIG IM <br />TO <br />T RI000V_ER7" <br />ADJ <br />UST <br />0 FIR EXISTING <br />ELEJmb>'4 [SHED GRADE <br />.39 <br />CPEP SEAWALL <br />< 24.42 LF 24" C <br />... ... ... . ....... . .... CPEP 69.56 LF 24" CPEP <br />- <br />EXISTING <br />OUTFALL INSTALL 21*0 10 <br />10 _41� 0.5% LF <br />.39.79TIDEFLEX VALVE TO <br />CB 125 1 CB 126 <br />RIM: 18.82' :1 EXISTING OUTFACE <br />IE UTJ .36'1 RIM: 19.14' <br />-PE Z <br />EXISTING CEI <br />INV IN: 12.88' 24" CPEP_ <br />INV IN: 12.24' 24" CPEP RIM: 19.40' Ctr*ALL <br />INV OUT: 12.78' 24- CPEP ?v?F_ 3)6 :pj n 4 1 <br />< o INV OUT: 12.14' 24- OPP Pe 3.1 0 <br />INV IN: 11.79' 24' CPEP <br />0 INV OUT: 5.05' 24" OPP <br />z <br />z. .. .. ... ... ... ... ......... ........ ... boss <br />o -10 <br />-10 <br />-0+50 0+00 0+50 1+00 1+50 2+00 <br />PROFILE <br />IF THIS DRAWING IS NOT 22"X34" SCALE ACCORDINGLY. 1H:10V <br />0 PROJECT ENGINEER: SCALE: DWG_ NO. <br />PORT OF EVERETT <br />82' <br />FIG IM WEIR <br />t <br />0 PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY gOK BRU J. KEISER NOTED 3.09 <br />IL PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />Port of 1711 --h A-- S.Sil�A CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. DESIGNED BY. DATE: WATERFRONT PLACE CENTRAL <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, M. O'CONNOR AUG. 2016 CiP No. 2-0-045-01, 6-8-001-06, <br />o <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 6-8-001-07, 6-8-001-08 <br />P:2D('.624.1 <br />387 DRAWN BY: CHECKED BY: 8/22/16 JBK ADDENDUM 1 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY FISHERMAN'S HARBOR <br />71 EVERETT ENGINEERS INC. AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN 0 D. McDONALD C. WEST PROJECT PD-WP-2016-01 <br />�2 P.O. BOX 538 ISSUED FOR BD AND CONSTRUCTION I VAL FROM PND. DRAWINGS ARE ALSO NOT TO BE /. ­� - I FISHERMAN'S 'A' NO. <br />0 AD 6/30/16 JBK APPRO USED <br />EVERETT. WA 98206 1 1 1 1 N ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT ONAL APPROVED BY: <br />DIRECTLY OR INDIRECTLY TO PND. <br />(425) 259-3164 NO. I DATE I By REVISION I STORM TREATMENT SHEET No. 75 =.F195�] <br />