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HomeMy WebLinkAboutR-3426070 C L 0 0 Ln 0 co 16 n1 N co I 3" SHATTUCK AVE. 30' STORM DRAIN F7] 16.4' AND VARIES TO 20' 28' 19' I 17' VARIES NEW CROWN ❑1 3 L/ EXISTING CROWN 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION A—SHATTUCK AVE. STA 10+23 TO STA 11 +12 SHATTUCK AVE. 30' �ly 30' STORM DRAIN x1fhRIES 39' TO 37.9" 16.4' wl 19 I 17 NEW CROWN I VARIES ❑1 I VARIES_ —� 41 -. 1 1 3„ I � I `--� 2 033' �I r—_ _J 14 EXISTING CROWN I I I I I I I I O I� I I --- -------- --J 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION B-SHATTUCK AVE. DMJM HARRIS AECOM PHONE: (425)454aeee FAX: (425) 4eaa=D STA 11+12 TO STA 11+97 APPROVED FOR CONSTRUCTION CITY OF RENTON DATE NO. EXISTING GROUND i� I� Ix Iw i I i I I I I I I I - - I I EXISTING GROUND REMSION I 3: 1 ARIES 37.9' TO 32.9' wj I I I I I I I I I 0 r I VARIES 0 SHATTUCK AVE. q SHATTUCK AVE. 3 0' STORM DRAIN —0116.4' AND VARIES TO 14.71'� 19' 17' NEW CROWN i VARIES ;; a 3 0' 3 O1 O O 14 EXISTING CROWN 48" STORM DRAIN TRENCH, SEE DWG SD08 FOR DETAILS ROADWAY SECTION C-SHATTUCK AVE srn 11+97 TO srn is+az.aa 17' CONSTRUCT FLOW LINE OF CURB AT CONSTANT SLOPE BETWEEN STORM STRUCTURES. SEE SD SHEETS FOR RIM ELEVATIONS. EDGE CONDITION DETAIL DESIDAM: Y. JIANG DRAwrt Y.JIANG CHECKED: R.MEYER B Y DATE APPR R. MEYER N TS �" NTS ATT�11I 51AIF IF NOT ONE INCH SCALE ACCORDINGLY bE]iX&: NMO 1988 HORIZONTAL NAD 1983/19131 DATU M EXISTING CURB r II LJ CITY OF RENTON Public Works Dept. FED AID NO.: ARRA-0167(044) EXISTING GROUND NOTES: FilMAX CROSS SLOPE OF 5.0% 3 MATCH EXISTING PAVEMENT SURFACE ELEVATION. AT EXISTING CURB ❑16.2' AND TAPERS FROM STA. 12+74, 16.2' LT. TO STA. 14+ 38.35, 14.85' LT. STA. 11 +98 TO STA. 14+02.85 El SWALE GRADE LINE SEE DWG RP01 AND RP02 FOR PAVED SWALE ELEVATION ❑7 SEE DRAINAGE PLAN FOR LOCATION OF STORM DRAIN SEE EDGE CONDITION DETAIL ON THIS DRAWING F5-1 GENERAL NOTES; 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS SURFACING LEGEND; 1O HMA CL. 1/2 IN. PG 64-22 SURFACE COURSE (D2" PULVERIZED ASPHALT 3O PULVERIZE, GRADE AND COMPACT EXISTING ASPHALT RECORD DRAWINGS SEPTEMBER 2010 BASED ON CONTRACTOR'S RECORDS RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT FIELDPHASE 1 PAGE-- . PAGE: SHATTUCK AVE S STORMWATER BYPASS TYPICAL SECTIONS RS01 1 OF 5 l CU�. 77. . DORIM©MR