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HomeMy WebLinkAboutTED4003195.3V. Q Ln Ln N Z a o CD w N ry 0 cqLn 3 N S CD If V w N u1 Lli O N 6 Zi Z J CIJ Q N » .ew e -2iot SEE SHEET C3.02 STA. 14+88.70 N.E. 2nd ST. = INT'X. STA. 11+44.27 DUVALL AVE. N.E. SCALE: 1" = 40' 0 20 40 80 403.5 = PAD ELEVA TION SCALE-: 1' = 500' DA TUM: CITY OF RENTON — NA VD 1988 BASIS OF BEARINGS N00 5728 "E, AL ONG THE WEST LINE NW1/4 SECTION 15-23-5 BETWEEN CITY OF RENTON CONTROL POINTS 1150J&#478 BENCHMARKS: By /1 1/8" COPPER PIN IN CASED CONC MON ® THE INTERSECTION NE 4TH ST & UNION AVE SE, CITY OF REN TON CONTROL POINT,¢ 150.3 = ELEV. 401.02 BY lf2 114" BRONZE PIN IN CASED CONC MON ® THE INTERSECTON SE 2ND PL & UNION A VE SE, CITY OF REN TON CONTROL POINT / 478 = ELEV. J91. 02 CURVE TABLE CURVE RADIUS DELTA ANGLE ARC LENGTH C35 200.00 39'48'47" 138.97 C36 200.00 22'02'43" 76.95 C48 200.00 15"33'37" 54.32 C49 200.00 18°45'21" 65.47 C112 200.00 11'49'40" 41.29 C113 200.00 12`48'56" 44.73 R qb3l9v5l0 2 H. ST �� 33251 •cIsT0R.-- �SS/ONAL ENG\ Emws 12-04-04 09 2 RECOMMENDED FOR APPROVAL BY DA TF- BY DA TF- BY DA TF- 7 471 1 NE 29th Place Suite 10 7 Bellevue, Washington 98007 'com 425.885.7877 Fax 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING ROAD & GRADING PLAN SCANNEu APR 2 2 CORE J0171020,52 C°/-�) � / !? f 6 e