Loading...
HomeMy WebLinkAboutWTR2703234.3©oo L,.j r �o cN Q x40- z � ..r Q z �j o L.LJ F _J z:) LL- 00 (D W� ®o � � J Q < a_ CL z 0 z w Of ct PC N ,_■ to )0".3 QC-3 KQ a o �2 4 � _ ( ei m to C] O CJ IZ a Q w Q z 0 U) W of w w —1 6 z 310 100.00' vC J.-_ . Jcz�__ LOW POINT ELEV = 296.72 LOW POINT STA = 4+96.07 PW STA = 4+80 v PW ELEV = 296.55 Lw W A.D. = 1.49 6+48-26'RT 7—PLUG TAPPED 2" GAL V. THREADED 290 CONC. BLOCKING Wt#I-1i- AP* 8" Di CL52 12" STORM CROSS PIPE Y i SCALE H 1 "=20' �, Ui 04 f i f 1 i 1______... _.l 280 FILL AND COMPACT ROADWAY PRISM TO FINISHED GRADE PRIOR TO EXCA VA TION FOR WATER MAIN INS TALLA TION. BLAINE A VE NE 4 E 50.00' J' MIN COVER.. _. OVER NEW PIPE NCO ON O^ Lo NN o�j�6 NN NN NN 6+00 R�.zfi 4+ 00 L_Q I W R OR TI ON OF THE NE 114 OF THE NE SEC 5, T WN 23 N, R 5 E, W. M. CI T Y OF REN TON, WA SHI N C TON AS —BUILT CERTIFICATE 114 OF W�323405 I HEREBY CER T/FY THAT THE HORIZONTAL AND VERTICAL L OCA 77ONS OF THE STORM FACIL1 TIES AND PAVING SHOWN HEREON ARE THE RESULT OF A FIELD SURVEY PERFORMED BY ME OR UNDER MY DIRECTION, AND ADD177ONAL INFORMA 77ON SUPPLIED BY THE CONTRACTOR, �g H. o WA 95 70 FV P 1 EXPIRES 6/22 /07 1 RECOMMENDED FOR APPROVAL BY DATES/ 'l BY DATE BY DATE 045; BY DATE BY DATE oROW W, 87101 SITE. DWG s"14OF0 18 Ff I 1JANEIR