Laserfiche WebLink
LEGEND <br />— - - — <br />RIGHT OF WAY <br />— - — <br />PROPOSED CENTERLINE <br />— SS <br />SANITARY SEWER <br />iC FM <br />SANITARY SEWER FORCE MAIN <br />SD — <br />STORM DRAIN <br />w <br />WATER SYSTEM <br />0CP# <br />CONTROL POINTS PER C3.12 <br />-1 <br />IF THIS DRAWING IS NOT 22"04" SCALE <br />Y <br />1 Port of <br />I <br />O <br />EVERETT <br />i <br />0 <br />P.O. BOX 538 <br />i EVERETT. WA 98206 <br />21 (425) 259-3164 <br />LIMITS OF WORK <br />TIE INTO EXISTING <br />STRUCTURE <br />as <br />�— <br />EXISTING <br />STRUCTURE <br />PLAN <br />I <br />RIGHT OF WAY <br />'4 B 110� <br />T <br />FHB STORM WATER <br />TREATMENT SYSTEM] <br />i <br />20 0 20 40 <br />cw%jt cd%ci o� r\ 15tweeS Wy A SSI�ckakr <br />4er.ZV vss — � IS c xwo;o� �� 1 n '? cOe .J`kc <br />40 <br />40 <br />- <br />— :- - _ <br />Lx <br />-- <br />30 <br />'A Sly '' n <br />I <br />J <br />30 <br />�- <br />�►} <br />PROFILE;19.10, <br />GRADE <br />PROFILE <br />ESPLANADE <br />-n. <br />_ _ <br />- _ <br />r — <br />-GRADE — <br />20 <br />17.73' FG IM <br />14.74 <br />PEAK HGL OVER WEIR <br />I <br />1 <br />17 41' <br />20 <br />— — <br />_ 17.3 l F 18" CPEP <br />--- T R <br />S3 -92 6 LF 24" CPEP -. <br />V <br />Q 1�_�OEXISTING -__ <br />EXISTING <br />SEAWALL <br />�I E�tECilw+i <br />_ <br />— — <br />_ <br />OUTFACE <br />- ... <br />INSTALL 21"0 <br />10 <br />1.�SS <br />� <br />46.9 LF <br />TIDEFLEX VALVE TO <br />10 <br />1 :12 73 <br />E 0 T: <br />0.5% <br />" <br />`/�CB <br />�xi Le <br />EXIS NG 0 <br />EXISTING U L <br />110 ........ <br />RIM: 1773 <br />rINV <br />1 . >_._ _ <br />_ �_ <br />1�1 •"` — <br />0 <br />IN: 12.89' 24" CPEP <br />.i?LaSS <br />�.`iy RIM: 1910 <br />ENTt�ANLE' <br />D <br />INV OUT: 12.78' 24" CPEP <br />.- <br />INV OUT: 5.00' 24" CPP <br />I <br />'N I <br />-10-10 <br />-0+50 <br />0+00 <br />0+50 <br />1+00 <br />1+50 <br />2+00 <br />Y <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 />© <br />® <br />I ©m <br />n36 Fnunh Avenue S. Sui1eA <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />Smttl,, W, hing m 48134 <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <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 />ENGINEERS, INC. <br />wuw.pndcngincas.u>m <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />QO <br />6/30/16 <br />JBK <br />ISSUED FOR BID AND CONSTRUCTION <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />NO. <br />DATE <br />BY <br />REVISION <br />PROFILE <br />1H:10V <br />1a <br />PROJECT ENGINEER: <br />NO <br />3RUCF <br />J. KEISER <br />� <br />g A <br />DESIGNED BY: <br />M. O'CONNOR <br />DRAWN BY: <br />D. McDONALD <br />51 ERA G�� <br />... FN <br />APPROVED BY: <br />SCAB: PORT OF EVERETT DWG. NO. <br />NOTED C3.10 <br />DATE: AUG. 2016 WATERFRONT PLACE CENTRAL CIP NO. 2-0-045-01, 6-8-001-06, <br />CHECKED BY: FISHERMAN'S HARBOR 6-8-001-07, 6-8-001-08 <br />C. WEST FISHERMAN'S ' B' PROJECT PD-WP-2016-01 <br />N0. <br />STORM TREATMENT SHEET N0. 76 OF 195 <br />