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D <br />N RIGHT <br />OF WAY <br />BACK OF SIDEWALK <br />EXISTING <br />LIMITS OF WORK C.B. XO �v <br />/ =RIGHT OF WAY � <br />z � J <br />N J / <br />El <br />/ Ir7 m R/W R/W /W R/W R/W R/W R/W R W R <br />TII I / B TYP.. <br />/ o w 3 � � � C3.12 <br />- R s w CB 120 p �� <br />R/W RIGHT OF WAY <br />- — PROPOSED CENTERLINE <br />6—SS SANITARY SEWER <br />FM SANITARY SEWER FORCE MAI <br />SD STORM DRAIN <br />w WATER SYSTEM <br />v <br />0 <br />h <br />:J <br />I <br />h <br />a <br />a <br />n <br />i <br />n <br />0 <br />n <br />n <br />0 <br />�o w " w �Xh �� TRENCH DRAIN,TYP. <br />N <br />S M W I � <br />~1 CB 122 3 SEINER DRIVE <br />r7 � <br />_ �� 3+00 <br />50 �a C§Q �0+50 ~ 1+00 sss -1 5+ 0 ~Ss -s 2+s 00-'� "� 2+50 SD os <br />N CSo - C o SID osd <br />cso CB 121 CB 119 <br />\ <br />s \ <br />;NMENT EXISTING C.B. ti N- <br />18"0 OVERFLOW <br />.M (BY OTHERS) <br />'EXISTING C.B. I / <br />Z R/W R/W R/W R/W R/W R/W R/W R R/W R/W <br />13L ALIGNMENT o J / <br />\ p / v ¢ v' OS <br />I N x� CAPPED FOR FUTURE <br />BACK OF SIDEWALK CONNECTION, TYP. <br />= RIGHT OF WAY <br />l� PLAN a 3 <br />SCALE IN FEET <br />20 0 20 40 <br />22 <br />ISTNGROFILE <br />EXG AIDE <br />/ / 7 � �r R <br />PGRADE <br />22 <br />20 <br />20 <br />\ <br />E STORM14 88'222LFE0.51 % <br />18 <br />+ � <br />+� <br />+� <br />�� <br />30LF <br />i i <br />I I <br />18 <br />4- 4- �+ <br />4- 4- �� <br />+ <br />I I I + <br />4 - �� <br />I <br />4 - � <br />16 <br />\ <br />CB 122 <br />— <br />-----�— <br />_ — <br />— 57 <br />p T <br />T <br />16 <br />SOFFSET11.21 L <br />14 <br />RIM:19.01 <br />INV OUT:16.01' <br />INV IN: 16.11' <br />I <br />IZFH SERVICE 6"0 <br />PSS 6"0 <br />14 <br />IE14.5' <br />IE14.4' <br />CB119 <br />CB 121 <br />OFFSET: �0.787R 8 WATER 12"0 <br />12 <br />SOL <br />STA:2+47.45 <br />OFFSET:10.78 R <br />RIM:17.99 IIE 12.81 <br />INV IN-1534' <br />12 <br />RIM:18.6 <br />INV IN:15.86'� <br />4- <br />4- <br />�+ <br />+ �� <br />�INVIN:14.88' +� <br />4- <br />10 <br />INV OUT:15.76' <br />INV OUT. 14i78 <br />10 <br />INV IN. 15.86' <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />+ <br />8 <br />8 <br />z -1+00 0+00 1+00 PROFILE 2+00 3+00 4+00 4+40 <br />IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. 1H:10V <br />( row <br />PROJECT ENGINEER: <br />SCALE: <br />PORT OF EVERETT <br />DWG. N0. <br />� <br />1 n <br />O�� O✓ <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 />END CF <br />cWsx <br />¢, ,� <br />o �"Fp <br />J. KE SER <br />NOTED <br />C3.05 <br />C3"05 <br />DESIGNED BY: <br />DATE: <br />WATERFRONT PLACE CENTRAL <br />CIP No. 2-0-045-01, 6-8-001-067 <br />$—$-001-06 <br />/j <br />® �"' 1736 Fou=rh Aveaue S. 8uiteA <br />• Seane,Washngron98134 <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF6-$-001-07, <br />' A^"� <br />M. O'CONNOR <br />JUN. 2016 <br />DRAWN BY: <br />CHECKED BY: <br />EVERETT <br />P. 206.624.1387 <br />INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />�O <br />FISHERMAN'S HARBOR <br />PROJECT <br />No PD-WP-2016-01 <br />� <br />n <br />P.O. BOX 538 <br />ENGINEERS, INC. www d <br />.pn enaaee�s.com <br />QO <br />6/30/16 <br />JBK <br />ISSUED FOft BID AND CONSTRUCTION <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />�aTeae G�2 <br />ss <br />D. McDONALD <br />C. WIEST <br />DRAINAGE PLAN AND PROFILE <br />j EVERETT, WA 98206 <br />N ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />0� <br />TONAL <br />APPROVED BY: <br />SHEET N0. 71 OF 195 <br />i� (425) 259-3164 <br />DIRECTLY OR INDIRECTLY TO PND. <br />N0. <br />DATE <br />BY <br />REVISION <br />