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HomeMy WebLinkAboutS-406201M f- W W 2 0n A PORTION OF SE 1/4, SE 1/4, SECTION 32, TOWNSHIP 23 N, RANGE 05 E, W.M., KING COUNTY, WA I I III I c I I I III I I I I PUBLIC CB #4, TYPE 1 I I CDR STD PLAN 200 RIM-o� 57239 12 "I E (E) =64 & 99 5l0.11 ST=2+69.15,13.28'R 0 3+ SDMH #1, TYPE 2-48 STORM OUTFALL RIM=6494+51952 0 12"IE(W)=60?6.4 5: 12"IE(S)=66iL.6i507.75 STA=0+83.59509.39 3 LF 12" PVC (PUBLIC)' 0 1.07 IIVAULT DROP INLET �2"IE(S)-511.80 VAULT ACCESS --WA=Y+33.29 6 LR 12" PVC._tPUWJC) LIMITED INFILTRA 522.07Y I CB #6, TYPE 1 RIM-__.__ 91 ;.17 6"IE(NE)=64-Z 51 VAULT ACCESSCPVCEryh= STA=1 + 12.24 0 16.76'L W-1 01D O I PUBLIC CB #10' TYPE 1 CDR STD N 200 N 200 RIM�f15.97 12"IE(W)12 20 LF 12" PVC (PUBLIC) 1 I 6-IE(SW) 140_4n P 225% 0 I 6"IE(SE)1421 PUBLIC SDMH #2, TYPE 48 ISTA=1+92.90,4.65'R CDR ZIP 201 I 8'PVCE(10=514.19 RIM &*94& 5%72 19 12-IE(E)=F1% 12"IE(N)=STA=1+0 288%_ 132 _ _ LF 12 } 0 4."* -sue 109 LF 12 _snt PVC (PU 1 CE #7, 1 RIM=5E4�61z t 6"IE(NW)= PR �CES (4) ER DETAIL STA-1+1 .18, THI SHEET 16.01'R PUCE =I P BLIC CB #5, TYPE 2-48 C R STD PLAN 201 y 690.64. 519.83 81 "IE(S)=_Fp 9 510.05 I 2"IE(N)�430 51072 12"IE(E)=6+1+93 5478 I I I STA=1 +25.73,0.00' I 8•PVCE-514.03 8'PVCE =514.7/ I I I 1 m ENO SIDE SEWER PUBLIC CB#2, TYPE 2 6"IE=517.51 PUBLIC CB #3, TYPE ji OR STD PLAN 200 RIM�686i652D.t0 CDR STD PLAN 201 12"IE(E)�4a.6451292 SSMH 521A4 RIM-�z�:o� STA=2+51.38,0.50'L 51= 12"IE(E)=64Q4" 12IE(W)=@+4W9*51Z92 RIM 512.35 12-IE(N)=44@-@* STA=1+45.91.13.28'R 8"I E(E)=6:fi.§"I 04 512.35 12"I E(W) =484•Bv 6"IE(W)=Wi.04-5I&I8 STA=2+07.56,13.28'R Know what's below. Call before you dig. T> CONSULTING ENGINEERS PLLC CIVIL ENGINEERING APCEIAPConsultingEngineers.com (253) 737-4173 PO BOX 162, AUBURN, WA 98071 PUBLIC SDMH #4, TYPE 2-48 CDR STD PLAN 201 RIM=596"9r9 (MATCH EX.) SMS? C1_- EXG PUBLIC CB TYPE 1 12"IE(E)=59d.66-- 501AS RIM = 504.90 12" IE(S)=&@&iL& 501.V IE 12' PVC N. = 500.46 STORM OUTFALL IE 12" ADS S. = 500.65 STA=5+20.00 IE 12" ADS E. = 499.43 IE 12' PVC W. = 500.97 CATCH BASIN RIM = 506.54 24 LF 12" PVC (PUBLIC) 0 1.08% 12" CONC (S) IE=502.92 33 LF 12• PVC (PUBLIC) 0 0.W% 18" CONC (E) IE = 502.19 - CATCH BASIN 8 LF 18" CONC 0 1.79% RIM = 506.07 / 18" CONC (W) = 501.60 EXG 20 LF 1 T CONIC 2.85% J 18' CONIC (N) = 501.60 EX 18- CONIC PIPE (ABANDONED IN PLACE) CATCH BASIN RIM = 508.74 PUBLIC SDMH M4A. TYPE 1-L 8• STEEL E. IE = 504.M RIM = 506.65 IE 12" N. - 501.67 IE 12' S. = 501.67 EXG 18" CONC E. = 502.05 EX 48 LF 12" CONC ® 2.54 I o o CATCH BASIN SOLID LID RIM - 508.75 12" CONIC (S) IE = 504.04 12-CONC (N) IE = 503.45 - 8" STEEL (W) IE = 5D4.32 + Ot I CATCH BASIN SOLID LID I RIM - 507.94 I I 12- CONIC (S) IE = 505.49 I 12" CONC (N) IE = 505.21 I 1 0 -- -- I I I SDMH #34, TYPE 2-48 RIM = 512.16 I I I 12' PVC IE(E) = 503.41 12" PVC IE (W) = 503.35 t2' PVC IEISE) = 503.13 -- 37 LF 12 27 LF 17 PVC (PUBLICI 015.48% I I 8 t 0 I I I I� I I U ICU ,a 1 I N STA 3+00.00 0 o INT. SEE 188TH ST I 0 0 to C 0 nl I" I� IU 0 - 1 1 1 n 1 ;IMITED INFILTRATION( I I 1iz o r `516. 2 5 I II I I CB #9, TYPE 1 III RIM 616.85 51659 6"IE(NW)=6+496 514.05 I I CB#8, TYPE 1 Z I I STORM OUTFALL I N RIM=6 4hQI.51 STA=1 +99.33,17.56'R 6"IE(NE)- W h 4'PVC E(E)=514.8 STORM OUTFALL t I I O STA=1+85.6717.54'R I I ) PPVCE(S)=�H.75 ,�iJ 1 I I ; G 1 519AII-� w 111 I ( Z a fi I i 1 .7,311 U m I I I I I III i ' III 1 CBI I RIM = 513.00 I? MTL IE(SW) = 510.17 12' WRL IE (S),= 510.13 DWY fi }S lA' UWY SS 1 +0 .0 S \ 07AC ; SS 43211 O� )NAL E� Rk �r46e96515.88 CB 12"IE(W)+3513A5 RIM =513.65 STA=0+66.71 17jITL IE(N) = 510.69 O/S=13.28' 12' MTL IE (SE) = 510.0 SSMH STA=0+20.07, 0.50'L RIM=W.&&r. 513.53 8"IE (N&S)=506.66 (VERIFY) NEW 6"IE(W)=506.76 AS -BUILT REVISION +1 PUBLIC SDMH #3, TYPE 2-48 CDR STD PLAN 201 RIM=6+9$+ (MATCH EX.) 510-50 12"IE(W)=S@&.06- 502A6 I 12" IE(N)=586r36-50230 STORM OUTFALL STA=2+80.50,0.00' RDT amsTmxTED TYPE 1 CB W/ BIRD CAGE RIM=644400.511.85 40 1EEN) 5&0•. 12- PVC IE (W = 507.31 5' PVC IE (5)= 506.32 40LF BIORETENTION W/ 8" PERF UNDERDRAIN 1 2' BOTTOM WIDTH 1' DEEP W/2.5:1 SIDE SLOPES 18" OF BIORETENTION SOIL MIX 512.59 12' OF SAND 18" OF GRAVEL 1 PLANTING PER LANDSCAPE PLAN 512.25____4 START BIORETENTION EL=51 1.30 I o B RIM = 512.94 CMP IE(N) = 509.79 + MTL IE (W) = 510.21 1 R35.00' 0+00.00 4�7 513.73 TL IE(NW) = 511.12 2 I I? MTL IE (S) = 5111.22 I I I 1 I 1 tDF ; 7• CPH 1 11/22/23 DATE I APPR AS -BUILT NOTE; 1. AS -BUILT INFORMATION ( APCE BY SADLER & BAR(• PLANS AS HAVING BEEN I THE APPROVED CONSTR BUILT PER THE APPROVE 2. OTHER THAN AS SHOWN REFLECTED IN THIS PLAN S-406201 W-406201 R- 4 0 6 21 IN COMPLIANCE WITH CITY OF RENTON STANDARDS VERTICAL .Uw,� - CIVIL PLAN SET °A� SEE GRAPHIC "°RtZONT"` ""°'NII�" CITY OF 05/27/2020 HAEVIN RIDGE SHORT PLAT 'ICE RENTON BOO� ONE INCH DATUM RENTON, WA °"''"""'°"° _ 4T FULL Sf.ALE 080 1 8 IF EACCO NCH Planning/Building/Public Works Dept. COMPOSITE UTILITY PLAN SCALE T rNE INCH 13 23 O O 0 O m �, In O N O O O O Q I J E O O O a