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HomeMy WebLinkAboutR-3693059NW 1/4, SEC 25, T 23 N, R 4 E, W.M. O z m V -- - I G c I I I I -- SS SS SS' —m — ss 0 of m RI I I m ROW I dl I RRa � I I I � I =W I m I CO ILLJ LU BEGIN 8 STA "S" 18+30.50 O END 1 4.00' RT + I I m 18+00 ti _ __ -------- ---- — Cn STA "S" 17+31.36 5 END 30.50' RT BEGIN 9 STA "S" 18+41 � I SW RETAINING WALL END 8 4.00' RT Cn I (SEE SW DWGS W) L — =I eee U I STA "S" 17+31.36 QI 37.00' RT 11 BNSF ABUTMENT #1 S m (SEE BNSF BRIDGE DWGS) G ~ G I G c� I� I — OP � OP S 0 to SS SS m I0 ml I a BNSF BRIDGE (SEE BNSF BRIDGE DWGS) I 0 I FUTURE R w I-- II - - - - - - - - - - - - - ----- SEE SHEET R 2A 0 0 19+00 ED I I III .SW27TH ST STA "18+6023 STA 19+12.23 11 00ST3737.0S STA "S" 19+31.36 'Ae STA "S" 18+83.56 /� 50.91' R 54.81' R �/ BEGIN I f 11 STA "S" 17+79.36 m 1 37.00' RT STA "S" 18+01.01 I 0 STA "S" 18+83.85 12 34.42' RT 11 58.30' R I 11 STA "S" 17+79.40 I CURTAIN WALL 37.00' RT SE RETAINING WALL (SEE DWGS) o I3 (SEE STRUCTURAL RETAINING WALL 39: 0I m m Iof 0 I I m I I m a m I I ti1 I I J m I 12 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. 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 "S" 19+31.73 STA "S" 19+95.41 46.00' RT -- OP OF — OP — G G � G - ---G�c G — G --I - -- OP OP OPop ss �ss� I I M ROW — — — — — — — — — — — — — — — — — — — — 1 W I� W IW U) LU LU C0 00 20+00 21+00 + N At CONSTRUCTION q "S" LINE- I Q I� ------------ --- — — — — — — W STA "S" 19+95.18 10 STA "S 20+54.99 I Z — 42.50' RT --- 10 END ------ 42.50' R ----- ROW I J Iw zI I I = FUTURE ROW FACE OF U MODULAR BLOCK STA "S" 20+54.99 12 END Q I RETAININGWALL 46.00' R I I BEE —vns REVISION BY DATE APPR ^" AS SHOWN �� DATUM 20 0 scale CITY OF RENTON Public Works Department Approved For Construction 20 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: O FACE OF CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12.01. O2 NOT USED THIS SHEET 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. © NOT USED THIS SHEET. O FACE OF BEAM GUARDRAIL TYPE 31 TRANSITION SECTION TYPE 20 PER WSDOT STD PLAN C-25.18-01. ® FACE OF SINGLE SLOPE CONCRETE BARRIER (CAST -IN -PLACE) TERMINAL PER WSDOT STD PLAN C-14c. MODIFIED AS SHOWN ON DETAIL ON DWG RP-7. O FACE OF SINGLE SLOPE CONCRETE BARRIER (CAST -IN -PLACE) DUAL -FACED PER WSDOT STD PLAN C-14a. 10 FACE OF MODULAR BLOCK RETAINING WALL, SEE DWG RP-8. 11 WORK LINE FOR STRUCTURAL RETAINING WALL. SEE SW DWGS FOR PLANS. 12 BLACK COATED, CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-00. SEE DWG RP-8. iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY PLAN SHEET 2 R-369359 ���51201 5 RP-2