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HomeMy WebLinkAboutR-3693055O RW I I I I CSBC PLACEMENT AT CURB & GUTTER FOR ROADWAY SECTIONS G-1 & M SCALE: 1"=2' H 1"=2' V RW I I FUTURE SLOPE EASEMENT WIDTH VARIES I I I I I I I I I I I I I I I I I I -- ---- EXISTING GROUND FUTURE RW SLOPE EASEMENTI� WIDTH VARIES I I I I I I I 1 I 1 I 1 I 1 I I I I I EXISTING I I GROUND ----- I I 1 I CE CONSTRUCTION 'S" LINE 52.5 35' I I 1 6' PFDFSTRIAN , 1 4' 5' PATH SHY LANE LANE SHY EXISTING YGROUND2%2% —— — — — — — — — — ---- 2% `---------- -- — - 27 52.5 OF PROPOSED 12" DI WATERLINE SEE NOTE 2 3 � I 7 TYP *SEE NOTE 4* SEE NOTE 3 PROFILE PIVOT POINT c TYPICAL SECTION - SW 27TH ST SCALE: 1"=4' H 1"=4' V STA "S" 21+00 TO 21+47.6 CE CONSTRUCTION „S� 37.5' H TYPICAL SECTION - SW 27TH ST - SCALE: 1"=4 H 1'=4 V STA "S" 21+47.6 TO 23+64 OF PROPOSED CL CONSTRUCTION 12" WATERMAIN "S" LINE VARIES VARIES i T LL 12" DI WATERLINE a LL SEE NOTE 2 a N N N E E v FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 0 TYPICAL SECTION - SW 27TH ST SCALE: 1"=4' H 1"=4' V STA "S" 23+64 TO 24+72 BEE —vns REVISION BY DATE APPR ^" AS SHOWN �� DATUM CONSTRUCTION NOTES: EX FUTURE 2.5' RW 9.0' RW Q HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED I DEPTH - WEARING COURSE I O2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED I I DEPTH - LEVELING COURSE EXISTING O3 CSBC 0.45' COMPACTED DEPTH I GROUND I ----_— CEMENT CONCRETE TRAFFIC CURB AND GUTTER �\ O NOT USED ON THIS SHEET © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE Q7 GRAVEL BORROW, DEPTH VARIES (6" MIN) ® QUARRY SPALLS 1.33' DEPTH QQ CSBC 0.17' COMPACTED DEPTH 10 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 11 PERMANENT SEEDING ON TOPSOIL TYPE B - 0.33' DFPTH EX 9,0' FUTURE RW SLOPE EASEMENT j�MAX 1 11 EXISTING GROUND EX 9.0' FUTURE RW SLOPE EASEMENT T I I I I I I I I EXISTING GROUND NOTES: 2. SEE WATERMAIN PLANS FOR PROPOSED WATERMAIN PLAN AND PROFILE. 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 CSBC FROM STA "S" 21+00 TO STA "S" 21+50, 2' RT TO 34' RT. R-369355 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction ROADWAY SECTIONS RS-4 . - „----- I ,.-- SHEET 4 « ,,,