No preview available
HomeMy WebLinkAboutD-342609M O U) v U w O s N 0 0 °o c h N N) O 0 0 m I C 0 3 E 0 a M (V i 0 0 u7 0 ry m SEE DWG SD08 FOR DETAILS ROADWAY ���° "MFr � p9 ) 0029998 p `O.pO @y�r tBT� ®��' ONAL SECTION F - SHATTUCK 5u�: scn' NTS ONE. .. 1 I I VERTC'HADD,3/ HORIZOMAL HAD 1883/1991 DATUM " CITY OF Public Works Dept. RENTON FED AID NO.: ARRA - 0167(044) AVE. DAM STA 17 +59.53 TO STA 18 +99.69 PAVEMENT SURFACE ISLAND SECTION SHATTUCK STA 18 +47.00 TO STA 18 +55.00 SHATTUCK STA 21 +80.20 TO STA 21 +88.20 GENERAL NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS NOTES: 01 SEE DWG RP02 AND RP03 FOR FACE OF CURB ELEVATIONS [2 MATCH EXISTING SLOPE ❑3 SLOPE TO GRADE NOT TO EXCEED 3:1 FULL DEPTH SAWCUT OVERLAY EXISTING PAVEMENT SURFACE AND MATCH THICKNESS OF PAVEMENT IF LESS THAN 8" 55] SEE ISLAND SECTION THIS DWG FOR DETAILS © SLOPE PAVEMENT STARTING FROM CENTERLINE TO CURB AND GUTTER FLOWLINE 07 SEE EDGE CONDITION DETAIL ON DWG RS01 SURFACING LEGEND: tO HMA CL. 1/2 IN. PG 64 -22 SURFACE COURSE 20 HMA CL. 1/2 IN. PG 64 -22 BASE COURSE 30 CRUSHED SURFACING TOP COURSE OCEMENT CONC. SIDEWALK /PER RENTON STANDARD PLAN DRAWING F -005 O6 CEMENT CONC. TRAFFIC CURB AND GUTTER DETAIL SEE DWG RD02 O8 TYPE A PRECAST TRAFFIC CURB SEE WSDOT STANDARD PLAN F -2 12 CONSTRUCTION GEOTEXTILE FOR SEPARATION 13 PLANING BITUMINOUS PAVEMENT D=342601 DM�M HARRIS AECOM 0900 NE 8TH STREET, SUITE 750 BELLEVUE, WASHINGTON 98004 PHONE: (425) 454 -5600 FAX: (425) 454 - 0220 ���° "MFr � p9 ) 0029998 p `O.pO @y�r tBT� ®��' ONAL APPROVED FOR CONSTRUCTION CITY OF RENTON DATE 5u�: scn' NTS ONE. .. 1 I I VERTC'HADD,3/ HORIZOMAL HAD 1883/1991 DATUM " CITY OF Public Works Dept. RENTON FED AID NO.: ARRA - 0167(044) RAINIER AVE S (SR 167) IMPROVEMENTS PROJECT PHASE 1 SHATTUCK AVE S STORMWATER BYPASS TYPICAL SECTIONS 3 OF 5 DAM DOWN Y.JIANG REID900K: PAGE: °�" " "` Y.JIANG OWING NO: RS03 CHECKED: R.MEYER IF NOT ONE NCH SCALE MxORDINGLY sHEEr: g oE: qg •..., APPROVED. R.MEYER NO. REVISION BY DATE APPR SDI °3oG D- 2 7 3 4 2 6