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HomeMy WebLinkAboutSWP2703645.4O 0 Cfl N N N n U) EMERGENCY SPILLWAY ry Uj in 0 Z Q J t- 3 PROPERTY LINE (TYP) 3 94 fJ, / —_-_- —��_ �*kz Li AlygC 414 9010 LO*. 80* Sr __ui - — 0 «_. WOOD FENCE `HAINLINK FENCE rY Z- o j f Olt rEs AVie N E I BHC Consultants, LLC �'` 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 •_ . 206.505.3400 206.505.3406 (fax) o: CO, 1S LTA TS www.bhcconsultants.com CT Grr WASH co 2 46352 STEg �IONAL S. L ` FENCE POST GAP IN ccnlrn ACCESS ROAD PC REMOVE EX�� BAFFLE WALL \ - REMOVE EX - ACCESS RAMP ROCK PAD ` POND OUTLET PIPING X / EMERGENCY OVERFLOW PLUG OUTLET _INK FENCE # 20t X fAT BOTH ENDS N 15E 1 312679. 2679. 4 ; J SEE DETAIL 1 a - 2/C-4 Z ASPHALT I 3 o ACCESS ROAD FLOW CONTROL STRUCTURE J i W as AS- SUILT IN Fe, AmD IdaTIES, NO. REVISION aMWEYM srxE -- CH2M HILL (1997) 1 =20' 14-MONEMP. CUNNINGHAM LIOPAM P. SIMON BY CITY c7FRem A G 211211ONE PMJ. KRMO? OW AT FT SCALE F 11E 9KlI BY DATE APPR QUYNN SCALE A000MN 0L1 a LE VEMM. HMN 1999 HORMWrAL: W 190/1991 DATUM zC �D N I Y � Q J E- m L� �Q Z 0 afMw CITY OF AN RENTON Planning/Building/Public Works Dept. -wome—N—ammm 0 20 40 Scale in Feet CONTOUR INTERVAL IS 1 FOOT. NOTES 1. EXISTING SITE CONDITIONS SHOWN ARE BASED ON ASBUILTS FOR N.E. 10TH ST/ ANACORTES AVE N.E. DETENTION POND AND STORM SYSTEM IMPROVEMENT PROJECT DATED MAY 2003. ACTUAL SITE CONDITIONS MAY VARY. 2. REMOVE ALL VEGETATION FROM BOTTOM OF POND. 3. MINIMIZE DISTURBANCE TO AND LEAVE POND EXISTING SIDE SLOPES INTACT. A S -BU I Li- D=364504 RECOMMENDED FOR APPROVAL BY �IJ 27/3 BY N.E. 10TH STREET AND ANACORTES AVE. N.E. DETENTION POND RETROFIT PROJECT EXISTING SITE, POND, AND DFMOLITION PLAN JUNE 2013 FIMBOOM PACE: C-1 4 8 z trJ � o � z I■�••i V z C) AQI� m0 P R 11 Ti) s6`/1;04 mmmmmmmm