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HomeMy WebLinkAboutR-42385500 I I 0 LU RIK o z LU U (D I I o II II a Q ' o _ cn -" x U) U) W Ir O U W � U SDCB RIM=20.71 ' x T IE(N)=17.50' 6 PVC u�i n 0 0 Q = I U � LL L0 II �1 SDMH v) RIM=20.22' Cc UJ COULD NOT OPEN UJJ Uj A- Z �m P LU SDx-SIX 0 w cl) �+ I? Uj 0 SDCB W J W RIM=20.62' o lE(E)=17.76' 6 PVC Z IE(S)=18.50' 6'PVC W z (n O x 0 K I I -- I� I x I sDCBI � I I R1M=20.17'I I I IE(W)=15.79' 6'CONCI ox i U) I I I to I I I ASPH •co I I 1 to I I I U) I •co I L I x SDCB i can RIM-20.20' IE(W)=15.88' 6'CONC I I x I I I - I I I co 1 • I I c0 I i I I I SDCB RIM=20.20' 1E(W)=15.81 ' 6'CONC I I x SDMH Iyl RIM=20.16' 1E(N)=13.37' 12 PVC 1E(W)=13.36' 24 CONC 1E(E)=13.37' 24 CONC IE(S)=15.41 " 12'PVC U Ix SDk Px-T-- SDx SDx SDx SDx - I \ BUSHES/TREES Cn I A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C5.06 �} � T � � IT /III -- �� I I Io /� / I 11 II l i I\ I I I I I\- LO x I I X II I �J III \'� I I I \ I I \\ O jI CO 1 I I I I �\ I /\ i II I \\ \� \l \ N SDCB SDCB I I II I $ I I I / (i I I (/ II 0 10 20 40 V RIM=20.14' RIM=20.17' I' IE(E)=16.08' 6 CONC /E(E)=17.36' 6'CONC I ) I I I I I 22 u IOECID CO U)I I / I / / I I/ / cnj � \ I \ \ \ n-20I - x x I I I /� C � I I I Cn I I I° / I II /l5 DECIDE \ I \\ Legend ASPH co ASPH _/\ I I I I I I 1 1 II I I I I\ \ \ LO N 79°33'06" E- 46.81' PROPERTY LINE co6 DECID x I x ASPHALT PAVEMENT O (n •co ( \ Cn 1® I U) \ 1 / II 1� DECID I I \ \ CONCRETE PAVEMENT CV RIM 0.15' I I \ "/ I I I I I DECID I l I \ u N lE(E)=15.98' 6 CONC I I I I I �I I I I I I II 1 I 12" DECID I \) I I I ^ \\ GRAVEL Q x SDCB x I I 1 / L I I i ( I R1M=20.16' c°n I I I (n I (n I I o \ I I I 113' DECID I 1\ / J \\ CONCRETE RETAINING WALL J /E(E)=16.27' 61CONC I I ( \ r I I \ \ CONCRETE CURB 1 CI I I II 1�3 \1ClD 13"\DECID \ \ \ - - can 1 I � I » w cn I SIGN O ` I I I / \ _ \ O 1 I ASP I I 1 SIGN I l / I M I 1 � �I/ O li - 1 / I II O o I U) SIGN POST I I~ x x I ( I I�r I \ I III II t , P I I SDCB ° / I. I I I I I /� /\ \ N � SDCB R1M=20.16' I I R1M=21.00' \ \ I xx I 1E(E)=16.34' 61CONC /l Dx SDx SD I SDx x Ix `�1E(W)=17.98' J"CONC x r- SDCB I I I , I��-Q. � SDCB ( RlM-21.32' I I I I I \ \ yI x R1M=20.09' x 0 I 1E(N)=15.4 ' 24 C NC I I I ) I I I ,#�I lE(E)=1589' 6'CONC 0 ISS I 1E(E)=16.32 12-C NC 1, I I I ( I I I c \I r lE(S)=15.41' 24'C NC �` 1 I I \ \ J \ I I/ x SOMH SPEED LIMIT x ( I I I Uri RIM=20.26' 15 MPH I I Its IE(N)=13.88' 12 PVC I I J [DPI Imo. I lE(W) 13.84' 24'CONC \ I I = I I / I I / / IE(E)=13.88' 12'PVC J� ASPH \ I � I I I ° x lE(S)=15.51 ' 12 PVC x U) � \ I� c�, x SDx SDx SDx I I I I pI STOP --------------- C,-s[�v_- I \ I I I� `il II / / \\^\ R1M=200H12. < tI I I I I I I o IE(N)=14.10 12 PVC I g I I I I X- I I I I o lE(W)=14.1212'PVC v I \ a \ I REPLACE C NC ETE CUR Cn I II I I I� SDCB x lE(S)=15.08' 12'PVC x \ AND GUTTE PE COR T RIM=20.01 ' IE(E)=16.09' 6 PVC o CD 0 x SD BOEING sicN PLAN -101 AND 103 I I I I I I :.. A 5 7 I I I _ c5. cs.2o 2o 1 1 1 I �►>� ° 1 SDCB 0p Iv I I I I I I RIM=20.02' x I I lE(E)=16.17' 6 PVC N ASP I r rI�llWl ll n �■ I �I oI J 1 o I I I I ssMH I I a �- IT I LI ! I I I COULD NO) O ASPH l#E I I I Rl =21. I I I x 1 I a I I COULD TORN I � I I I h �; I to \�x /I/ v I J I PATCH SPH LT PER I I I I x I/ C R ST . PLAN - 110 820 I I I I I I I/ I/ I! co I I • 1 I PATCH ASPHALT I IMP a'i I / a / �//I o 1 (\ \ \` � / 7 I I co �, 1 •co PER COR STD. \ I I I IIII I l o I I l i T o 3 I I PLAN-110 K I C50 x I I 5' a I I I �, I I I I I SDCB I a I I I I I I( \�- �, \ /� r- I n I o p I` S x SDx S x SDx I R1M=20.94' REPLACE VERTI AL I SDCB I x i x I I I I I / I I I lE(W)=17.60' )2 SDCB SDCB - k R1M=20.09" I I II I I .Q I ISDCB x CURB IN KIND PE RM=20.03' ' PIE(E)=16.24' 6PVC IE(E)=15.99' 6PVC RIM=21.00 U) R STD. PLAN -101 lE(W)=16.676VC ' II I I lE(N)=15.0 24" ONC / Ux) Cn IE(E) CnSDCB ' " R1M=20.71' x lE(S)=15.0 24" NCIE(N)=18.96' 6PVC \ 1\ \ I / co n Imo' I x I llWn IllWl�l ;lIW llWn m 11Wn imn F ° I 1 I I I I \ I I I i R1M=20.13' - �E-9fr01tP1- - - - - - - - LIMIT LIMIT � LIMIT LIMIT I\ I% I I _ I 1 / / I J Il I-- - - -- - rI I l� ILIMI I o LIT7 --7 7 -7-7 F -77 Px U) n I I 1I \ /;II con IT S89'S8'S0N 441.60a\ \ \ \ i- ��� OBB0 WAC� �Q 33708 Q STY, ��s10NAL E��'1 oy/o1 x I i I I � iCno I I I � I SDCB RIM=20.12' J I I r I lE(W)=16.74' 6 PVC I I I A PH I I cn I I ASPH Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (USA) E R A T 0 R ■ STUDIO COUGHLINPORTERLUNDEEN STRUCTURAL CIVIL SEISMIC ENGINEERING SEATTLE,, WA 98 04E, SUITE 900 (wwwcp4 c.com SURVEYED: WH PACIFIC SCALE: AS SHOWN VERTICAL: NAVD 1908 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTONDRAW • Planning/Building/Public Works Dept. DESIGNED: D: JAS ONE INCH AT FULL IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: WCA NO. REVISION BY DATE AP P R APPROVED: R-423855 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING r NJanders 05/10/2023 SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON PAVING PLAN cc LU z LU U V z z_ Q 06 cc LU Q 0 Q LU 2 U LL LU 0 z D 0 DATE: 05/01/2023 Uj FlELDBOOK: J PAGE DRAWING NO: C5.09 Q SHEET: OF: W 67 71 C/)