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HomeMy WebLinkAboutR-3693056O VARIES — 46' MIN EXISTING GROUND CL CONSTRUCTION 6' PEDESTRIAN PATH 13 "AR" LINE 1' (BY OTHERS) /// 3 1 5' 2' 16' LANE 16' MIN S' 9 TYP SHY I LANE VARIES SHY , 27 1 F MAX \\ \\\ \\ 3 8 TYP EL PER PLAN PROFILE PIVOT POINT MAX 1 4 1 3 2 I 1 MA KEY IN 2% 3 — 2% VARIES_ 2% 10 (BY OTHERS)EL 19.00 © KEY IN � 9 TYP 11 (BY OTHERS) EL 19.00 �` 1L� 1 ----------___ ��7------��.v ti�:.�:.-�________________________________ �� ' 1 UNDERDRAIN PIPES 8 TYP 6 TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP (SEE DETAIL RS-3) TYP *SEE NOTE 4* TYPICAL SECTION - ST DRIVEWAY ACCESS SCALE: 1"=3 H 1"=3' V STA "AR" 0+83.60 TO 1+68.23 CE DITCH CL CONSTRUCTION "ER" LINE EXISTING GROUND EXISTING GROUND 20 — 2' 2' 10' 10' BNSF PERMANENT ACCESS EASEMENT I 1.00' 18 1.00' 8 _ 3.1 PROFILE PIVOT POINT TYPI I KEY —IN EL 19.0, TYP---A z> �� 1� — TYP 8 � � ----------------- 12 5 1 6 TYP 8 TYP TYPICAL SECTION - ACCESS ROAD TYPICAL SECTION - BNSF ACCESS ROAD SCALE: 1"=3' H 1"=3' V — SCALE: 1"=3' H 1"=3' V STA "ER" 0+22 TO 1+06 STA "PR" 0+20 TO 2+69 CL CONSTRUCTION EX RW 'S" LINE RW FUTURE /\ VARIES VARIES FUTURE SLOPE EASEMENT I SLOPE EASEMENT WIDTH VARIES I WIDTH VARIES I I 1' 6' PEDESTRIAN VARIES VARIES 2' 11' VARIES 2' PATH SHY LANE SEE PLAN)SHY 5.0' I I I I I I 0.5' I I I 1 4 1 j I 2 2%— 2% 4 13 j 2% AX -------- / 1 M���/��/��� -------------�%` /77777�/�, MAX 1 ---------- 10 11 V TYP --- �— EXISTING GROUND 3 2-----__ FEDAID: STPUL-1276(004) HPP-1276(005) T 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. PROFILE PIVOT POINT J M TYPICAL SECTION - SW 27TH ST SCALE: 1 "=4' H 1 "=4' V STA "S" 24+72 TO 25+35 BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD D RAW I N G NO. REVISION EXISTING GROUND AS SHOWN CITY OF V RENTON BEE DATUM Public Works Department —AAs� Approved For Construction BY DATE APPR Rohert M. Hanson P.F. f CONSTRUCTION NOTES: Q HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH — WEARING COURSE 20 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH — LEVELING COURSE Q CSBC 0.45' COMPACTED DEPTH ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5O WASHED PERMEABLE BALLAST 18" DEPTH © CONSTRUCTION GEOTEXTILE FOR DRAINAGE O7 GRAVEL BORROW, DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH QUARRY SPALLS 1' DEPTH 10 CSBC 0.17' COMPACTED DEPTH 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 12 CSBC 0.33' COMPACTED DEPTH 13 PERMANENT SEEDING ON TOPSOIL TYPE B — 0.33' DEPTH NOTES: 1. SEE SW SHEETS FOR PROFILE AND DETAIL ON STRUCTURAL RETAINING WALLS. 3. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. 4. QUARRY SPALLS PLACED AT 2.5—FOOT DEPTH BELOW PERMEABLE BALLAST FROM STA "AR" 0+83 TO STA "S" 1+68, 18'-30' RT TO 18' RT. 3 0 R-369356 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY SECTIONS SHEET 5 RS-5