Loading...
HomeMy WebLinkAboutR-3693052rn co CY) EXISTING GROUND Q 1 LLI ©KEY IN a� o: 6' PEDESTRIAN 3 PATH Z�1' CONSTRUCTION "S" LINE I 1' 4' TYP I 3 MAX 1 2% PROFILE --- PIVOT POINT 1 `` 1 O o CONSTRUCTION a EXISTING GROUND S" LINE v 6' PEDESTRIAN 1 3 PATH 1' EXISTING GROUND 27_ EL 19.00 „TYP 1 4 ©KEY N�/ZJ n 36' 11' 11' LANE LANE 2% TTYP SEE NOTE 3 I *SEE NOTE 4* A TYPICAL SECTION - SW 27TH ST SCALE: 1"=4 H 1 =4 V STA "S" 17+10 TO 17+31.36 38' LANE I LANE M11A I �I 2% _ 3 2 PROFILE PIVOT POINT �` DTYP DTYP 6" MIN OVERLAP AT 1 *SEE NOTE 4* STRUCTURES (TYP) I B TYPICAL SECTION - SW 27TH ST SCALE: 1 =4 H 1 =4' V SEE NOTE 3 STA "S" 17+31.36 TO 17+79.36 CONSTRUCTION EXISTING GROUND "S" LINE 6' PEDESTRIAN -------- 1 3 PATH 1' EXISTING GROUND MAX 1 1 2% - EL 19.00 ) TYP 1 4 ©KEY IN VARIES - SEE PLANS LANE I LANE 5' 3 11 MAC 2% 1 — 8 TYP \`— 5 TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP VARIES 2% r--7 VARIES mHn 27 _ 2 `'1 3 2% _ , 27 PROFILE - PIVOT POINT O -------- ---------- 6 TYP 5 SEE NOTE 3D *SEE NOTE 4* c TYPICAL SECTION - SW 27TH ST I SCALE: 1"=4 H 1"=4' V STA "S" 17+79.36 TO 18+01.01 7 FEDAID: STPUL-127RECORD w HPP-1276(005) 005) ') Berger SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION `� " BEE PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 D RAW I N G in EKK CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 NAS RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. ) ) — F---1 EXISTING GROUND SW STRUCTURAL RETAINING WALL 8D TYP TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP CURTAIN WALL WALL CONSTRUCTION NOTES: HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE _ O2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE O3 CSBC 0.45' COMPACTED DEPTH KEY IN EL 19.00 ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER O5 WASHED PERMEABLE BALLAST 18" DEPTH © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE O7 GRAVEL BORROW, DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH Q QUARRY SPALLS 1' DEPTH 10 CSBC 0.17' COMPACTED DEPTH 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 12 GUARDRAIL, SEE NOTE 2. 13 PERMANENT SEEDING ON TOPSOIL TYPE B - 0.33' DEPTH {8) TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP AS SHOWN �� DATUM CITY OF RENTON Public Works Department Approved For Construction 1. SEE SW DRAWINGS FOR PROFILE AND DETAIL ON STRUCTURAL RETAINING WALLS. 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. 4. QUARRY SPALLS PLACED AT 3-FOOT DEPTH BELOW PERMEABLE BALLAST FROM STA "S" 16+00 TO STA "S" 17+80, 2' RT TO 34' RT. 1' , , 1' I `81 TYP 5o0°OC opnp op CJ "O 73� 3 0.33' 6 5 CSBC PLACEMENT AT CURB & GUTTER FOR ROADWAY SECTIONS A - F, J, & N - P SCALE: 1"-2' H 1"-2' V R-369352 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A ROADWAY SECTIONS RS-1 SHEET 1 — ,,,