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HomeMy WebLinkAboutR-3693053a 0 47.48' 3 6' PEDESTRIAN 1 ,MAX 1 PATH d 8 tl. A d G dd d a tl , d 4 a' a,d d tl O 2'-9" 0 0 - o oaf 8 0 8 000 TYP oo0g o 00 5 1'-2- _ —4" ° 8" PERFORATED PVC PIPE GRAVEL BACKFILL FOR DRAINS 4" FEDAID: STPUL-1276(004) m HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. UNDERDRAIN DETAIL SCALE: 1 =2 -0 H 1 =2 -0 V BNSF FINISHED TOP OF RAIL = 34.1' tl tl ,d p tl p. .d CD: TYPICAL SECTION - BNSF BRIDGE SCALE: 1"=5 H 1"=5' V STA "S" 18+01 TO 18+60 CONSTRUCTION NOTES: O1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2Q HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 30 CSBC 0.45' COMPACTED DEPTH ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5Q WASHED PERMEABLE BALLAST 14" DEPTH © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE O7 GRAVEL BORROW DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH Q9 QUARRY SPALLS 1' DEPTH 10 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 11 CSBC 0.17' COMPACTED DEPTH 1� BNSF BRIDGE FOOTING - THICKNESS VARIES 13 PERVIOUS BACKFILL 14 CONCRETE BARRIER, SEE NOTE 2. w I W 2.33' — c� a z I � � I m 2' SHY PROFILE PIVOT 14 1 K/ POINT AV UNDERDRAIN PIPES d (SEE DETAIL RS-3) CONCRETE BARRIER TCALr 1 =5 H 1 =5 V STA "S" 18+30 TO 18+60 AI OTI= C 1. SEE RA DRAWINGS FOR PROFILE AND DETAIL ON BNSF ABUT, PIER, AND FOUNDATION SLAB. 2. SEE ROADWAY PLANS FOR BARRIER TYPE AND PLACEMENT. 3. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. R-369353 AS SHOWN ""°1H"'1B°' CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 BergerABAM RECORD � 9 RENTON PHASE 1, SEGMENT 2A DRAWINGBEE Public Works Department DATUM RS-2 33301 9th Avenue South, Suite 300 E �� Approved For Construction ROADWAY SECTIONS Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR _ �" °CO��""` Rohert M. Hanson P.F. Date SHEET 2 —, 53 -97