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HomeMy WebLinkAboutR-3693058NW 1/4, SEC 25, T 23 N, R 4 E, W.M. ROAD TO BE EXTENDED BY SOUND TRANSIT PROJECT (FUTURE PROJECT) O I I I o o a 31 �I I a I 0 o Ilk $ I � aFFIC :.............. ....... ROW 0 o �2° SD , I. I M FEDAID: STPUL-1276(004) 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. a I o I d I o � of a � o 0 a I d I Io I I I BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r STA "AR" 1+68.231 y STA "AR" 1+68.23 1 BEGIN BEGIN 1 18.00' RT 18.00' LT ss SS SS SS I Q 3 PEDESTRIAN PATH I STA "AR" 1+31.30 I STA "AR" 1+31.44 1 I 1 18.00LT j LU I 18.00' RT I � I a I � 0 1 j o I STA "AR" 0+83.59 1 1 UT1uT I N :' y + 'I 25.48' RT CONSTRUCTION q "AR" LINE I ROW_ _ I — — — ROW ------ I N 0- a I I I� LU \ W BEGIN 2 STA "AR" 0+34.50 \ _ 18.00' LT C/) CONSTRUCTION "S" LINE STA "S" 16+17.11 = I LU _ STA "AR" 0+30.00 3 PEDESTRIAN LU I PATH C0 a I I O o I 16+00 R=68.00' 5+00 �\ 17+00 1 + ti ACC s ESS ROAp STRANDER BL VD I cn 2 j 1 STA "S" 17+09.79 1 o END 2 STA "AR" 0+02.50 0 4.00' RT Cn — — — — — — 1 LU 18.00' LT 0 Z STA "AR" 0+00_k STA "S" 16+63.86 I J N 1 18.00' LT BEGIN 4 30.50' RT = IU X x- 1 Q BEGIN 5 STA "S" 17+04.48 0 END 4 30.50' RT 1 I � I I � I � I I I I PUMP STATION (SEE PS DWGS FOR SITE LAYOUT) F7 BEE —vns REVISION BY DATE APPR ^" AS SHOWNAl- DATUM 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction NOTES: 1. SEE DWGS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS FOR EASEMENTS. 4. SEE OVERALL COMPOSITE UTILITY PLAN FOR EXISTING WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE. 5. SEE CHANNELIZATION PLANS FOR CHANNELIZATION. CONSTRUCTION NOTES: Oi FACE OF CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12.01. O2 CEMENT CONCRETE DRIVEWAY ENTRANCE, TYPE 4 PER WSDOT STD PLAN F-80.10-01. O3 6' CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-01. SEE PAVING DWGS FOR LAYOUT. ® BEAM GUARDRAIL, TYPE 31 NON -FLARED TERMINAL STEEL POSTS PER WSDOT STD PLAN C-22.40-02. O5 FACE OF BEAM GUARDRAIL TYPE 31 PER WSDOT STD PLAN C-28.40-00. TRAILING END TO BE TERMINATED WITH BEAM GUARDRAIL (TYPE 31) ANCHOR TYPE 10 PER WSDOT STD PLAN C-23.60-01. © ACCESS CONTROL GATE PER WSDOT STD PLAN L-70.10-01. 40 iia KEY PLAN feet I R-369358 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A ROADWAY PLAN RP-1 SHEET 1 — ,,,