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HomeMy WebLinkAboutS-365301d STA 470 EX 10' Di W 681 D w \ w SITE 254 EX SSMH 1 RIM EL = 468.50' INV EL = 461.20' -8" a� 2�' 00 EX SSMH RIM EL = 468.46' INV EL = 454.76' -10" I / h I oil h ,h0 �v ' �U Qi PA h Ag6 �f37.50' I s1 �, GRAPHIC SCALE 20 0 io 20 w w IN FEET ) 1 inch = 20 ft. SURVEY NOTES INSTRUMENT: TOPCON GPT 30DOW TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 - 130 -090 DATE OF SURVEY: MAY 2012 BASIS OF BEARING: RECORD OF SURVEY UNDER KING COUNTY REC# 8409149001 . BENCHMARK: CITY OF RENTON 1503 NE CORNER OF SECTION 16 -23 -05 VERT EL = 401.02 NAVD 1988 N= 181067.883 - E= 1,311,966.675 LEGEND ❑D CB (TYPE 1) O STMH (TYPE 11) OS SANITARY SEWER MH [T] TELEPHONE VAULT WATER VALVE ° TELEPHONE CABINET ® WATER METER /SERVICE -°- SIGN � FIRE HYDRANT ® MONITORING WELL o UTILITY POLE MAIL BOX E-- GUY WIRE ® SIGNAL CABINET PK NAIL 0 POWER JUNCTION BOX ® MON IN CASE/ * LIGHT POLE 0 EX REBAR / PIPE * GAS VALVE AS NOTED © POWER VAULT ZI POWER PEDESTAL PAVEMENT NOTES ALL TRECH RESTORATION SHALL PER THE CURRENT CITY OF RENTON TRENCE RESORATION AND STREET OFVERLATY DEATIL SEE SHEET C6 OF 11. W W W ry I v EX 10" DI 681 D OR I STH I SJaJ , O S= 365301 RECOMMENDED FOR APPROVAL _ BYA%DATE 510"'Si BGfsfiZg EA /?oplZ.- BY DATE BY DATE BY DATE Cl � S- 365301 N N ex a 0 3 N C�� Q J 4 J ° a i O y �p N b R u (n z CL Q CL w Lu w w U) Cr >- _... z W N J "a