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HomeMy WebLinkAboutR-342608Q C7 C, N 0 U) I _r_ Cn / I 4 0 4 U Y V U) d rr / CD z w z Ca Cn LI 0 d 0 a_ Cn z .N f .. 0 C p.1 L 0 0 Ln a 0) CV a m a 30' 7' 5.5' r r SIDEWALK w I ❑. 5' T VARIES 2% . VARIES :I 17' SHATTUCK AVE. 30 , �I y 17.6' I # 13 D EXISTING CROWN 4" 3,p 0 I I I Cy- 10 5.5' .< i SIDEWALK wl 2%0.5' At 4. 4" 211 3 w E EXISTING GROUND 48" SD TRENCH, SEE DWG SD08 FOR DETAILS -(D STA 14+ 02.6 5 TO STA 14+ 44.28 (D STA 14+99.65 TO STA 15+13.48 F STA 14+02.84 TO STA 14+44.28 STA 14+99.65 TO STA 15+13.48 �I 7' 5.5' 5 x �- F-61 W 1 1� VA� R I ES _ _2% Fil U 9 � 611 4" 3 STA 14+44.28 TO STA 14+53 o� 1 2" STA 14+ 16.72 TO STA 15+ 13.48 ROADWAY SECTION D - SHATTUCK AVE. STA 14+62.84 TO STA 15+13.48 DMJM HARRIS I AECOM 10800 NE BiFI STREET, BUTE 750 BEJ.LEWE, WASF11N070N 90004 PHONE: (425) 464dBBB FAX (425) 484 422D APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. REVISION SHATTUCK AVE. �I 3 0' 3 0' UJ 5.5' 17' 17.6' SIDEWALK 0.5' - i 0 F7] 5i] VARIES 13 4" STA 15+ 13.48 TO STA 15+15.20 I �I �I w 1 F5 F6] 7' 5.5' F 1-1 VARIES 2% (Di ❑" Q 4" STA 15+ 36.42 TO STA 15+ 58.42 STA 16+28.42 TO STA 16+61.62 STA 16+61.62 TO STA 16+91.62 EXISTING CROWN Q 3'.01 48" S❑ TRENCH, SEE DWG SD08 0- GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTH NOTES: IIRD01 SEE CEMENT CONC. ❑RIVEWAY ENTRANCE TYPE A ❑ETAIL ON ❑WG FOR FACE OF CURB ELEVATIONS �3 SLOPE TO GRADE NOT TO EXCEED 3:1 F5]SEE EDGE CONDITION DETAIL ON DWG RS01 F6]FULL DEPTH SAWCUT MATCH EXISTING PAVEMENT GRADE ESEE DWG RP02 AND RP03 FOR FACE OF CURB ELEVATIONS ROADWAY SECTION E - SHATTUCK AVE EVAX CROSS SLOPE OF 5.0% BY I DATE t APPR STA 15+13.48 TO STA 17+59.53 DEEIGNED: Y.JIANG DRAWN: Y.JIN%r3 CHECKED: R.MEYER APPROVED: R.MEYER �: NTS ONE IF NCT ONE INCH SCALE ACCORCMLY RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS 11EHMML-- NMO 19M HORIZONTAL• NAD 19B3%1991 DATUM E SLOPE PAVEMENT STARTING FROM CENTERLINE TO GUTTER FLOWLINE SURFACING LEGEND: 1O HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE 2O 2" PULVERIZED ASPHALT 3O CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK/PER RENTON STANDARD PLAN DRAWING F-005 5O DEPRESSED CURB, SEE DETAIL ON DWG RD02 O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE DWG RD02 9O CEMENT CONC. DRIVEWAY ENTRANCE 10 4" TOPSOIL TYPE C &SEEDING &FERTILIZING 13 PULVERIZE, GRADE, AND COMPACT EXISTING ASPHALT mtCITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT ELDIMCK: PHASE 1 PAGE- SHATTUCK AVE S STORMWATER BYPASS DRAWNG NO - TYPICAL SECTIONS RS02 2 0 F 5 l Q�. a Ar. ❑0©U©m©u