Laserfiche WebLink
a <br />LEGEND <br />— R/W <br />— RIGHT OF WAY <br />— - <br />— PROPOSED CENTERLINE <br />Ss <br />SANITARY SEWER <br />FM <br />SANITARY SEWER FORCE MAIN <br />SD <br />— STORM DRAIN <br />W <br />p <br />I <br />h <br />v <br />a <br />n <br />i <br />n <br />WATER SYSTEM <br />y p BACK OF SIDEWALK <br />=RIGHT OF WAY <br />\� R/W R/W R/W —� Z- R/W R/W R/W R/W R R/W <br />\ m �o <br />\off SF�\. w CB116 w�w wCB114 w w <br />p G _ as os as as as as <br />F� 14TH STREET <br />0+00 0+50SD 0 1+00 1+50 <br />CB 118 D <br />L0 <br />CB 117 CB 115 <br />w <br />18"0 CSO OVERFLOW STRUCTURE 30"0 CSO <br />(BY OTHERS) n (BY OTHERS) (BY OTHERS) <br />R/W —WIC- R/W R/W R/W R/W R <br />—sly <br />� r <br />m <br />BACK OF SIDEWALK <br />o U) <br />Lo m = RIGHT OF WAY <br />w �' m <br />f � f <br />S I PLAN <br />ALIGNMEN T m <br />i SCALE IN FE <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />II <br />CONTRACT <br />WORK <br />I <br />I <br />R/W R/W — R/W <br />3 <br />w v� <br />CB I113� / <br />3 <br />CB 112- I ' - <br />I <br />R/W R/W R/W R/W <br />CAPPED FOR FUTURE <br />CONNECTION, TYP. <br />N.I.C. I I ° <br />w w Q30 <br />s <br />L <br />m cn <br />o 70 D <br />a � <br />mm <br />m <br />1�= <br />HOO <br />_�9 11 3+� s <br />ss II <br />3 <br />LIMITS OF WORK <br />I <br />WEST MARINE VII <br />RIGHT OF WAY II <br />20 0 20 <br />40 <br />CONTRACT N.I.C. <br />-� <br />��� <br />��� <br />�� <br />��� <br />��� ��� <br />�� ��� <br />- <br />PROFILE <br />WORK <br />GRADE <br />EXGRADE <br />+ <br />,I\ <br />+ <br />+ <br />+ <br />+ <br />+ STREET <br />117 <br />VIEW DRIVE <br />LL <br />+ — <br />- <br />1 <br />1 C <br />+113 <br />;LF <br />14L STA:2+68.20 <br />t-rl <br />STORM 18" CPEPSTA:1+40.981 <br />14 <br />STORM 12" CPEP <br />IE 14.7T 35LF 0.50% <br />_ <br />OFFSET:10.95 L <br />RIM:18.17 <br />k <br />1116 1 <br />IE 15.13' <br />22LF 0.50% <br />ET:10.95 L <br />18.74 <br />INV IN:14.77' <br />STORM 12" CPEPL <br />STA:0+34.64 <br />INV IN:14.03' <br />INV OUT:14.67' <br />IE 14.63' 22LF 0.50%FSET:10.95 <br />L <br />INV OUT:15.24' <br />M:18.24 <br />INV OUT:13.93' <br />INV IN:14.63' <br />INV IN:13.40' <br />INV OUT- 13 30' <br />- <br />J <br />SEWER SERVICE <br />IE 9.42' <br />20 <br />18 <br />16 <br />14 <br />12 <br />10 <br />8 <br />6 6 <br />-0+20 0+00 1+00 P Al1C11 C 2+00 3+00 3+60 <br />FE <br />DRIVE <br />� '1Blow <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. NO. <br />iPND <br />Port Of <br />ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETYA� <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE <br />BRUT,(- <br />FM�43N, ^�,� <br />J. KESER <br />NOTED <br />`3.08 <br />DESIGNED BY: <br />DATE: <br />WATERFRONT PLACE CENTRAL <br />CIP No. 2-0-045-01, 6-8-001-06, <br />6-8-001-07, 6-8-001-08 <br />® ® �"' 1736 Fou=rh Aveaue S. SuiteA <br />, Seane, Wash ng on 98134 <br />LEDDRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />5^P�° <br />?� <br />M. O'CONNOR <br />JUL. 2016 <br />DRAWN BY: <br />CHECKED aY: <br />EVERETT <br />P. 206.624.1387 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />�O <br />FISHERMAN'S H A R B 0 R <br />PROJECT <br />NO. PD-WP-2016-01 <br />n <br />P.O. BOX 538 <br />ENGINEERS, INC. www d <br />.pn enaaeeTs.com <br />A <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />sTEae G <br />D. McDONALD <br />C. WIEST <br />DRAINAGE PLAN AND PROFILE <br />APPRovEo av: <br />6/30/16 <br />JBK <br />ISSUED FOR BID AND CONSTRUCTION <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />ss <br />�ONAI E <br />SHEET No. 74 OF 195 <br />j EVERETT, WA 98206 <br />i� (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />No. <br />DATE <br />BY <br />REVISION <br />