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HomeMy WebLinkAboutR-416647EX R/W 0 0 oc Orc Oww o 0 �3= 6_ o=a T.23N.R.5E.W. �_w 03= W__ O J mJ M C m Z 0 J J + + +W� +ww + + 0 1wa a� SECTION 22 a = aw< <�_ rr V~IZ V~1� ~mow ~m ~zo STA 20+00.00 = M m w o N o w N F w< 169 STA 100+00.00 = o, o M ,moo 0 o e p m m m 169 M.P. 22.61 rc a � rc oe rcm EX EOP, TYP. O U) ----- E% EDGE LINE, TYP.- _ +------------------------------------- ---- ------------------------------------ -_ r7 r EX 8' SHLDR EX 8' SHLDR O = O EX 11' ? n n < EX 11' SR 169 (SE RENTON MAPLE VALLEY N EX 6' 103 S75'39'S1"E LJ J EX 6' _ ? Go IEX T1' SR 169—LINE J S W I EX 11' A FOC, TYP.---),WHITE EDGE LINE, TYP. H N 1 6' SHI_pR < F 6' PLNTR 4& 84 SWILK, Exhibit "C" Developer Agreement No, UCB 1693 SR 169 (MP 22,56 - MP 22.72) Elliot Farms EX R/W Sheet 1 of 3 JZ 0945 END PROJECT SR 169 MP 22.72 1- -------- _EX EDP, TYP. SR 1 69 105+93.64 ---EX EDGE LINE, TYP EX 8' SHLDR- ------------ EX 11' �- EX 11' EX 6' EX 11' -� EX 11' -� SR 169 (SE RENTON MAPLE VALLEY 51 SR 169—LINE EX 10' SHLDR EX EDGE LINE, TYP. E% EOP, TYP p EX R W B DESIGN DECISION Q1 DESIGN DECISION: ACCESS SPACING. DM 540.03(3)(B)2., SEPTEMBER 2020. A DESIGN DECISION: CURB ON HIGH SPEED FACILITY. DM 1239.05(3), SEPTEMBER 2020. TIME EX 8' SHLDR 6\ m3 orc3 _� <_o K UQ K I�UQ aLL a�4 n_ a or mar EX R/W Jm EX EOP, TYP. " . """ ""' \ -------- SR 169 97+47.00 97 11 11 O 11 11 E% EDGE LINE, TYP. FOC, TYP. EX 14 EX 11' EX EDP, TYP. - - EX 8' SHLDR 6'PLNTR J-------------------- � ------------------------------ .'.SC' WER '. � EX R/W JW o' EX R/W EX R/W O 1 z J z 0 w Nw Z Z Z J V�aw� w J J Qwww m0oo-o_M W •Z LA Oo OJ Oo +m +Ox o3 3 U1 nz 064 0 of m m mz r m mho z m m3z z 0 +0+¢+O <W.3amwaw� mm °,r mrw N x ar arc ar�m�m��m�W Vi_ Nf Vi L 7O `OU O Z p0 700 r DESIGN DATA DESIGN CRITERIA SR 169 PLAT ACCESS FUNCTIONAL CLASS URBAN -PRINCIPAL ARTERIAL (1) NHS STATUS NHS NON NHS ACCESS CONTROL MANAGED: CLASS 3 (1) DESIGN VEHICLE WB-67 SU-30 POSTED SPEED 50 MPH 25 MPH DESIGN SPEED 55 MPH 25 MPH TERRAIN LEVEL LEVEL TRUCK PERCENTAGE 5.0% <1.0% (1) NOT APPLICABLE; CITY OF RENTON ROADWAY. 'o i�vWi ev�i �Nn Hn� PAVEMENT MARKING NOTES vWioo vWi aria vWio lWn 3mily EX R/W Oj WHITE 18-INCH STOP LINE PER WSDOT STD. PLAN M-24.60-04. O DOUBLE YELLOW CENTER (DYC) LINE PER WSDOT STD. PLAN M-20.10-03. w WHITE 6-FT TRAFFIC LETTERS ('ONLY") PER WSDOT STD. PLANS Q M-80.10-01 AND M-80.30-00. ZOO ® WHITE EDGE LINE PER WSDOT STD. PLAN M-20.10-02. ~ W 5 O WHITE TYPE 2SR TRAFFIC ARROW PER WSDOT STD. PLANS AND M-80.10-01. CENTER IN LANE AT STATION E40 Q SHOWNO-02 O YELLOW PRECAST CONCRETE DUAL FACE SLOPED MOUNTABLE -------------------------------- 'SHLDR N © CURB PER WSDOT STD. PLAN F-10.64-03. EX 8' SHLDR + N) H YELLOW PRECAST SLOPE MOUNTABLE CURB PER WSDOT STD. EX 11' 0 W 7 O PLAN F-10.62-02. J ® WHITE CROSSWALK LINES PER WSDOT STD. PLAN M-15.10-01. Ex 11' w UI > y WHITE 24" HEIGHT POST DELINEATOR (3" DIAM.) WITH 2 ROWS — 105 16� C --�I------------------ EX 0 OF WHITE REFLECTIVE TAPE. _ EX 6' w m z_ < O YELLOW 4-INCH LINE, 10' O.C. WHITE DGE LINE, TYP. EX 11' 2 For. T P. 4 J w 11 WHITE TYPE 2L TRAFFIC ARROW PER WSDOT STD. PLAN EX 11' EX 11' = w M-24.20-02. CENTER IN LANE AT STATION SHOWN. UV) r 1© WHITE WIDE LANE LINE PER WSDOT STD. PLN M-20.10-03. 6' PLNTR 6' PLNTR < WHITE DOTTED EXTENSION LINE PER WSDOT STD. PLN -:SW' SWL 13 M-20-10-03. _.. _ ... w 1 z o0 z WH WK Jiw 3x 06 z Nw2 REGION STATE NO. 10 WASH JOB NUMBER CHECKED BY: BICKET I I I I CONTWT NO. Transportation Engineering NorthWest Transportation Planning I Design I Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 Office (425) 889-6747 Project Contact: Glen DuBreuil Phone: 425-250-0582 GENERAL NOTES 1. ALL SIDEWALK RAMPS SHALL MEET CURRENT ADA REQUIREMENTS TO THE MAXIMUM EXTENT FEASIBLE. 2. CHANNELIZATION TO BE INSTALLED PER CITY OF RENTON STANDARDS AND SPECIFICATIONS, CURRENT EDITION. SR 169 EX 12, ------------- EX 20' SHOULDER R35' EX 11'� EX 11'� EX 6' EX 6' EX 11'- EX 11'-� CURVE DATA BOX PI STA 0 R TANGENT L % SUPER SE 19+17.32 12'39'20" 100.00' 22.04' 22.09' 2% CROWN N 5 60 0 30 90 SCALE IN FEET WSDOT NORTHWEST REGION APPROVED CHANNELIZATION PLAN TRAFFIC ENGINEER —AREA OPERATIONS Signed Mike SvVIreS i. D Print ///%%ram/ 1 ' /%7if-,i,'��� lOL'F71rLb 11 ENGINEERING MANAGER Signed DIgk4ysRnWB Hung Date g ". � Cale: 3031A5301fiW35 Print ^7W' M.P. 22.56 TO 22.72 ELLIOTT FARMS PLAT SR 169 CHANNELIZATION PLAN RENTON/KING COUNTY CH1 SHEET 1 OF 3 MARCH 2O21 SHEETS