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HomeMy WebLinkAboutR-42382000 7 co x 6 0 x 0 W I 0 I LU x I 0 Z U) W I CU (D I 0 Z II x 0 I '" I x (� U U W SDCB RIM=20.71 ' x O lE(N)=17.50' 6 PVC o Q o I� Q ui U 00 O LL N /1 01 SDMH v) R1M=20.22' W COULD NOT OPEN Ll W W0 A- Z N kip ID, SDx S Ix 0 ww� �/ -I v ) W W 0 SDCB W J W RIM=20.62' 0 1E(E)=17.76' 66 PVC-ur Z 'r-(S)=18.50' 6 PVC Q cw o 1 0 UI I x 0 I I x v7 I SDCB RIM=20.71 ' 1E(N)=18.96' 6 PVC SDCB RIM=20.14' IE(E)=16.08' 6 CONC 0 07 ASPH S INLET PROT[ (TYP) x 0 Cn I 0U co orSDCB RIM=20.15' lE(E)=15.98' 6-CONC A PORTION OF THE NW 1/4 OF SECTION 8, TOWNSHIP 23N, RANGE 5E, W.M. CONTINUED - SEE SHEET C2.06 Iol7/ x I I I I \ I I.1 I I I I IIIIII. yy B RIM=20.17' lE(E)=17.36'6'CONC III I II I II III III III I I IIIIIII1III II II II I III iI I II II IIIII II II IIII iI l III► II I �II III IiIIII I I iIII II IIIII I jIII II III IIII I I IIII l (I \I IIII1(� I I II " _I�hIIIx I I III I I ` I IIII� IIII II II II�i I I I. I - I .I \ II,�II � I I �` s/s-MH -1 III(I�II IaIIII/xIa CI I I_� I -I Ix ' I_I1I �/ IoI I /p � NIoI 1�I x I I/C xIaI � ( I �If I/I l°I� / 11I 1I / fI�a � / I1 IIIfI� II I / \II/ I\I (I\I\III �l \ I1IIIIIII I I/II \I IlI'IIV/ II I ( I\. /I I I \,I I\ II II I II I I1 III III IlIIII\1 \ I/III/III/II I I II \\ I/IlII IIIIII( I►` i 1 I\ y1I1 I /) i I i�I\II I II IiIICI I x�I i� II 1t \/ 2\II //1/�I>/1IIII� i► DI2I I 2tI "bIE\ \\( IlCIJ 1IID 0 5DECID 0 DECID DECID 2 ° DECID 2" DECID co co I13"DECIDco < ) ") CID 13-T'✓ s I ECi /ID 0 (n U) BOEING p ASP SIGN SIGN POST-, x x I� SDCB P SDCB RIM=20.16' yR1M=21.001j CONC1F(E)=16.34'6'CONC Dx SDx SD SDx x x- 00=1798I I I <\ c SS �lE(S)=1541' 24'CNC Ix[DipIP 45 ASPH o� o (n Ix 0 0 cf. C0 U) I� BOEING P sicN K, Ix qq!FmllWn MlIim W II LIMIT� LI�I RIM=19.64 COULD NO 0 CULD r0PN V) = co SDCB 0 S x SDx Sx SDx R1M=20.94 lE(W)=1760')2\1 / I-r\ � 1/ / \II ` \\ /\ � r CONC oox CO 0 IT 1 \ I \ I� / \\/ \ /\I \ 1 \ \/ \ - \�1 \ - \ S ASPH x0U) SDCB x R1M=20.16' U) IE(E)=16.27' 6'CONC I o SDMH CnRIM=20.26' IE(N)=1388' 12PVC 1E(W)=13.84' 24'CONC IE(E)=1388' 12'PVC x IE(S)=15.51' 12PVC 0U) S DB RM2.0 l()1.' 2"N I - I SDx SDx SDx SDk Px SDx SDx SDx SDx BUSHES/TREES 0 0U) x0U) Uc DB RM2.0 EW=51b UN DH 0 RM2.6 1()1.72V SH 1()1.64CN EE=33' 21OC I()1.12PC U AW RIM=20.12 IE(N)=14.10' 12'PVC v ' SDCB E(S)=15.0812'PVC x RIM=20.01' IE(E)=16.09' 6PVC SDC co (8 x R1M=20.02 E(E)=16.17' 6 PVC SDCB R1M=20.12' co W6PVC X Cn 0 x9 1 APASPH ASPH x x •co Cn•co , 0 Cn oW� 10 I x SDCB SDCB SDCB R1M=20.03' RIM=20.09R1M=19.95' � lE(W)=16.67' 6PVC IE(E)=16.24' 6PVC lE(E)=1599' 6-PVC o om lWl A SDCB SDCB SDCB SDCB R1M=20.11' ASPH R1M=19.85' ASPH u lE(N)=16.02' 12PVC LIMIT LIMIT LIMIT LIMI �-=771717 LIMI S89°58'50'N 441.60' O As 33708L 7 G E N COUGHLINPORTERLUNDEEN ERA STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460T 0 R SEATTLE, WA 98104 www.cplinc.com - STUDIO I SDCB 1M=21.32' 1E(N)=15.4'24CNC 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend I SDx SDx SDx SDk Px SDx SDx SDx SDx BUSHES/TREES 0 0U) x0U) Uc DB RM2.0 EW=51b UN DH 0 RM2.6 1()1.72V SH 1()1.64CN EE=33' 21OC I()1.12PC U AW RIM=20.12 IE(N)=14.10' 12'PVC v ' SDCB E(S)=15.0812'PVC x RIM=20.01' IE(E)=16.09' 6PVC SDC co (8 x R1M=20.02 E(E)=16.17' 6 PVC SDCB R1M=20.12' co W6PVC X Cn 0 x9 1 APASPH ASPH x x •co Cn•co , 0 Cn oW� 10 I x SDCB SDCB SDCB R1M=20.03' RIM=20.09R1M=19.95' � lE(W)=16.67' 6PVC IE(E)=16.24' 6PVC lE(E)=1599' 6-PVC o om lWl A SDCB SDCB SDCB SDCB R1M=20.11' ASPH R1M=19.85' ASPH u lE(N)=16.02' 12PVC LIMIT LIMIT LIMIT LIMI �-=771717 LIMI S89°58'50'N 441.60' O As 33708L 7 G E N COUGHLINPORTERLUNDEEN ERA STRUCTURAL CIVIL SEISMIC ENGINEERING 801 SECOND AVENUE, SUITE 900 (206) 343-0460T 0 R SEATTLE, WA 98104 www.cplinc.com - STUDIO I SDCB 1M=21.32' 1E(N)=15.4'24CNC 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend I SDCB 1M=21.32' 1E(N)=15.4'24CNC 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend 4 I x n T Call Before You Dig. 8-1-1 or 1-800-424-5555 Underground Service (U S A ) EJa I • R SURVEYED: PACIFIC A"D1988 DESIGNED: AS SHOWN HORIZONTALNAD 1983/1991 CITY OF ML RENTONDRAWN: ONE INCH DATUM CHECKEDAT FULL SCAE Planning/Building/Public Works Dept. CA IF NOT ONE INCH REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY TBB Ir 06 Cn Ir O O N 0 10 20 40 N U 1 "=20' EJS n Legend r�- R-423820 IN COMPLIANCE WITH CITY OF RENTON STANDARDS LOPMENT ENGINEERINGnders 05/10/2023 O 1'L SEATTLE SOUNDERS FC HEADQUARTERS & TRAINING CENTER RENTON, WASHINGTON TESC PLAN O � W I- z W U Z Z Q W Q 0 Q W U LL W 0 Z O DATE: 04/24/2023 W FlELDBOOK: PAGE: DRAWING N0: C2.09 Q SHEET: OF: W 20 71 C/)