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1-HS 6£E-S 08 NOi!DNIHSVM '21ll`d3S NOliVZINVO80 S30IA83S IVNOISS3JOUd V ANVdNOO san 83NO308 Od 183808 03'd 'SNIn3N iVd dal NHor NOSHVI 30N38VIO s>wom onand JO 80103diCl 113HOilN NVI"Ill AOOOHOilH SIM31 A3S83A 'd A31NViS DISH03IJ C138JIV HOAV" DIVHO GIVNOH E: 0 c a I I 11ONnoo Ain 1 i � J -54-71-; fLu- P TE By Oump'C r. - %1 .0 NATTI! 4- N :iW OF ►A*i 79-1. TO W479-7 TO NEW MW 79-9 TO NM 79- 7 PIM Cam► 40% 3 E STREET NW an $=IT r a Tf- NOTE ON DOUBLE SIDE SEINER CROSSINGS. PIPES SHALL HAVE A MINIMUM E FEET HORIZONTAL CLEARANCE BETWEEN THEM. VICINITY MAP PROJECT LEGEND EXIST. SANITARY SEINER NEW SANITARY SEWER 6 "W WATER MAIN STORM DRAIN OR CULVERT ASPHALT SURFACE _ — —" = GRAVEL SURFACE ■ CATCH BASIN 0 WATER METER A VALVE b� FIRE HYDRANT UTILITY POLE �= EASEMENT NUMBER s 4 SHEET REFERENCE F2 TAX LOT N UM BE R SHEET INDEX . . — WIRE FENCE SCALE: 18 • SWci 4 tv .0 URS COMPANY A Professional Services Organization Seattle, Washington 80 5.339 WOOD FENCE 9 0 OVW gc r I x IC ' m m� a �: ( i I. II �� i V► rn 6" PIPE c::�M 7 _ STA.-261' r 7o D DEPTH - 10'+ - m III ow Ic or N �r - DI c oll D 31 r� = I Lo22 L.F. 6"PIPE U, 0 .—�� © STA. - 304' rn�v DEPTH - 9' ±Ln aff 01 �+ :R ®m I n � r IF r Z cw 0 Z rn i 11 L.F. 8" PIPE STA.-1T1.5' DEPTH - 8' + mw, t0 s i 10 A.- 241' DEPTH -8'± (2) 21 L.F. 6" PIPE —STA. - 245� + DEPTH - 8 - w 81 L.F. 8" PIPE STA. - 87' DEPTH - 8' ± - .............. STA.- 384' 1 DEPTH - 7' ± E.O. P - 381' (2) 81 L.F. 8" PIPE STA.- 386.5' DEPTH - 7' t EA P - 389' - 20' PERM. ESMT. -50' TEMP. ESMT. 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