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HomeMy WebLinkAboutWWP2703309.3%l & NE SEC.1 , TWP, 23 N. RGE, 5 E,, W,M. C p 7 ;10T1�ST LEGEND PROPOSED STORM DRAINAGE — — PROPOSED SANITARYSEWFR ----------------- PROPOSED WATER -------------------------------- SCALE: O WU1 " = 40' = O i o 2 8 0 20 40 80 DA TUM CITY OF RENTON — NA 0 1986 W W W °LW o = 0 W (7i 3 W y G � U ��l n � n ZS m z 0 w ry BASIS OF BEARINGS N00 02'42»E BETWEEN THE MONUMENTS FOUND A T THE EAST QUARTER AND THE NORTHEAST SEC770N CORNER OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST., W.M. PER K.C.A.S. BENCHMARKS PT P907 = CH/SLED 'Z7' IN SE CORNER CONCRE7F MAILBOX BASE, W. SIDE 142ND AVE. SE., OPPOSITE HOUSE 112014 EL. 472.66 OR (144.69 METERS.) PT 12119 = BRASS SURFACE DISK A T INTERSEC7701V S. E. 128TH ST. & 142ND AVE. S.E. EL. 426.42 OR (129.974 ME7FRS) o"Es 4-26-07 5-30-06 0 03,CORE .5-33 9 DESIGN RECOMMENDED FORAPPROVAL BY DATE.• BY DATE.• BY.• DA7F- 1471 1 NE 29th Place Suite 101 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 ENGINEERING' PLANNING- SURVEYING COMPOSITE UTILITYP"N ^� o z CORE ✓O91 05171