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HomeMy WebLinkAboutD-357806 As-BuiltCDr M N CL N Sl SSMH RIM = 11511 8" PVC OUT N IF = 104.41 8" PVC IN E IE = 105.11 8" PVC IN S IE = 104.61 A NEW CB -2 5M" REMOVE IX. METAL VAULT RIM EL.= i13:40 115.05 NEW 30" S IE-- 44&49110.36 ROPOSED / I C RING LIMIT OVERSIZED CB RIM = 113.8 30" CPP OUT N IE = 110.4 r^ t Q PE 2X36" DRAINAGE EASEMENT T.L. # 3345700163 8" ORDINARY HIGH SAND BAG COFFFFERDAM CENTER OF STREAM C I 120 SSMH RIM = 116.37 8" PVC OUT N IE = 105.37 8" PVC IN S IE = 105.57 FOG \STRIPE 07 to 20 1 T 0 f 8 °- i hti as CHECKED FOR COMPLIANCE TO CITY TANDARDS Date 1 312 Date Date RECOMMENDED FOR APP OVALGGqq BY /J ` BY CALL 48 HOURS BEFORE YOU DIG 1- 800 -424 -5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. THIS PLAN DEVELOPED FROM BASE SURVEY FROM OTAK, INC.. B. IN ACCORDANCE WITH APPROVED PERMITS, CONSTRUCTION WITHIN THE ORDINARY HIGH WATER (OHW) MARK WILL BE LIMITED TO BETWEEN MAY 15, 2011 AND OCT 15, 2011. C. A COPY OF THESE APPROVED PLANS AND PROJECT SPECIFICATIONS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN PROGRESS. D. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY OF RENTON STANDARDS AND SPECIFICATIONS AND WASHINGTON STATE DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 2010, AND AS AMENDED BY THE CITY OF RENTON SPECIAL PROVISION. CONSTRUCTION NOTES: iG INSTALL OPEN CURB FACE FRAME AND GRATE. SEE STANDARD DETAIL PLAN 203.00 2 INSTALL DEBRIS BARRIER ON BEVELED PIPE END SECTION. SEE STANDARD PLAN 223.10 O3 PLACE 18' THICK LOOSE QUARRY SPALLS TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATION PAY LIMIT T -0' MAXIMUM SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSDOT SECTION 9 -03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF IT MEETS SPECS. Q a a 4 Q PIPE ZONE MATERIAL t—. WSDOT 2006 SECTION 9- 03.12(3) 12" MtN. ' GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE 6 "MW a EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) a - DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9 -13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. p UP WNWMG. As Noted xax¢owcu: xm 18890WP CITY OFCIFANE ML RENTON GMD a,e ww DATUM I CP%1°g wr ru+seuE Planning /Building /Public Works Dept. xor oxc u<x N0. REVISION BY DATE APPR "00L"01XL'' I LINCOLN AVE NE AND MONTEREY PL NE STORM SYSTEM REPLACEMENT STREAM INLET STRUCTURE AND PIPE 08/18/11 imeook 03