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HomeMy WebLinkAboutR-3693057rn CY) RW I o r � I w W � I 14 � 3 z EXISTING GROUND ©KEY IN - a CONSTRUCTION 52.5' I S" LINE 37.5' I ------------� VARIES 6' PEDESTRIAN I I PATH 1 I I I I I 1 I I 27 - EL 19.00 MIN 1 14' 2' 1 11' 11' 2' 5.0' 3 I SHY LANE LANE SHY MAX 1 I 0.5' TYP 9 I 27 I 2 4 EX WIDTH VARIES FUTURE RW 21.3' TO 9.0' RW 0.5 0'-6" x 1'.0" CONCRETE FENCE, SEE NOTE 5 PAD REINFORCED WITH 2-NO 4 BARS CONT 4' MAX HEIGHT III EXISTING GROUND EL 19.00 j-GRAVEL BACKFILL 3) TYP FOR WALLS 2.00' MIN CONSTRUCTION MODULAR BLOCK 3 2% 2% ♦ _ _ WALL, SEE NOTE 5. "S" LINE FACE OF CURB PIVOTPROFILPOINT 11 ♦ 2.00' MIN r 2.00' MIN 6 TYP 1 1 ; SHALL NOT I �� I ♦� 1 m I EXCEED FACE IIII MI■■■■■■�...�__� 1 ---- ---------- - - - - OF GUARDRAIL 1 ' 6 TYP 5 UNDERDRAIN PIPES 1, I K (SEE DETAIL RS-3) SEE NOTE 4 *SEE NOTE 6* °� °obo o o o PROFILE �______ PIVOT POINT__♦ AT GUARDRAIL SCALE: 1"=4 H 1 =4 V STA "S" 19+12 TO 19+31 LT I 52.5 r= � I I I I 6' PEDESTRIAN 14 3 PATH 1' MAX 1 EXISTING GROUND -j 2%' E ©KEY IN--'***' 10 11 5 TYP 9 3H:1V MAX - SLOPE N TYPICAL SECTION - SW 27TH ST SCALE: 1"=4 H 1" 4' V STA "S" 19+12 TO 20+03 CL CONSTRUCTION I "S" LINE 37.5' 1 1 4' 2' 11' SHY I LANE 2% , v 103 I - I v 27 11' LANE 101 PROFILE PIVOT POINT *SEE NOTE 6* TYP - - - - - - - - - - - - - - - � o TYPICAL SECTION - SW 27TH ST SEE NOTE 4 SCALE: 1 =4 H 1 =4 V STA "S" 20+03 TO 20+55 EX FUTURE RW 9.0, RW I FENCE, SEE NOTE 5 I 4' MAX HEIGHT I I I 0.5' 0'-6" x 1'.0" CONCRETE PAD REINFORCED WITH ' 2-NO 4 BARS CONT g !!! EXISTING GROUND GRAVEL BACKFILL FOR WALLS 2.00' MIN MODULAR BLOCK WALL, SEE NOTE 5. 1 2.00' MIN J 2.00' MIN 6 TYP 1 UNDERDRAIN PIPES (SEE DETAIL RS-3) CONSTRUCTION NOTES: HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE O HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE O3 CSBC 0.45' COMPACTED DEPTH ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER O5 WASHED PERMEABLE BALLAST DEPTH 18" © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 0 GRAVEL BORROW, DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH O9 QUARRY SPALLS 1' DEPTH 10 CSBC 0.17' COMPACTED DEPTH 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 1� GUARDRAIL, SEE NOTE 2. 13 CONCRETE BARRIER, SEE NOTE 2. 14 PERMANENT SEEDING ON TOPSOIL TYPE B - 0.33' DEPTH NOTES: 1. SEE SW DRAWINGS FOR PROFILE AND DETAIL ON STRUCTURAL RETAINING WALLS. 2. SEE ROADWAY PLANS FOR BARRIER TYPE AND PLACEMENT. 3. UNDERDRAIN PIPES SHALL BE FIELD -FITTED IN VICINITY OF GUARDRAILS. SEE ROADWAY PLANS FOR GUARDRAIL LOCATIONS. 4. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. 5. SEE ROADWAY PLANS FOR MODULAR BLOCK WALL AND FENCING LAYOUT AND DETAILS. 6. QUARRY SPALLS PLACED AT 3-FOOT DEPTH BELOW CSBC FROM STA "S" 18+84 TO STA "S" 21+50, 2' RT TO 34' RT. o RW OL CONSTRUCTION EX FUTURE S y °o o I 52.5' "S" LINE 37.5' RW I RW 9.0' I 4 I VARIES WIDTH VARIES I I 6' PEDESTRIAN 1' MINIMUM LL o PATH 4' 2' 11' 11' 2' 5.0' 14 y 14 SHY LANE LANE SHY 3 0.5' 3 ------ �\ MAX 1 4 1 \\ 27 _ 2,-- 2 4LL- EXISTING GROUND 3 2% - 2% EXISTING GROUND - -- ------------ -- -- KEY I N06 10 O _\ -- ♦/ 1 Yp 9 T ELEV190 TYP y-� - _ - - W 4 W _ - 1 N PROFILE 6 TYP 5 UNDERDRAIN PIPES PIVOT POINT *SEE NOTE 6* (SEE DETAIL RS-3) TYPICAL SECTION SW 27TH ST SEE NOTE 4 P - m - SCALE: 1 =4 H 1 =4 V o STA "S" 20+55 TO 21+00 E FEDAID: STPUL-1276(004) HPP-1276(005) ') BergerABAM RECORD. gym_ AS SHOWN �""" M °^°7.' Y CITY OF '� STRANDER BOULEVARD EXTENSION SOME DATA ON RECORD DRAWINGS FXNTON PHASE 1, SEGMENT 2A IS BASED UPON INFORMATION D RAW I N G ' BEE Public Works Department PROVIDED ED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF 33301 9th Avenue South, Suite 300 E DATUM KK Nns Approved For Construction ROADWAY SECTIONS .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 ) ) NO. REVISION BY DATE APPR �`'NFPC0.,.,y - Robert M. Hanson P.E. Date SHEET R-369357 5/20/15 RS-6