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HomeMy WebLinkAboutR-4264099 S 45TH PL F 0 a O I i / ; \ CB 8073 TYPE I I RIM EL=148.80 12"CMP(S)IE-195.45 32 TYPE I I 18" CONC(N)IE-145.40 EL=148.75 it I )IE=146.50 a I CB 8072 TYPE RIM EL-]/8.60 0 4°PVC(S IE=146.59 4" V /W) I E=146.53 c� 0 oo- SS Of001 0 ° I SMH s 50LF VEGETA TED / I FLOW PATH 8146 TYPE - RIM EL=156.68 I 4' PVC(NE)IE=155.45 6°CP„ 4"CPEP(N)IE-154.71' 6 /E 160.41 / 4"cPEP(N)IE�1 L 13LF 6" PVC CsX> 02 12" CMP($.}iE=154 '7F x o °a - IM EL-150.,T 45.17 �8"PVC(W)IE 139.02 12"PVC(S)IE 138.72 12" PVC(N)l=138.62 0 3 I ,s STA. 1 *25, 28.65 L T a TYPE 1, w RIM 158.07 8" If OUT 154.97 (S) /I 00/ CSDMH 7 O = I / I 1 111, RIM EL=159.04 o ° STA. 0*97, 34.29LF 814 L T / " PVC 6 PVC(S)IE=155.19 j J i 8 CMP(W)IE=151 64 PROPOSED SPLASH BLOCK ELEV 161.58 6" PVC PIPE - STORM CONNECTION 6" If 161.75 a II TPN: 312305-9069 II T. GARDNER 4512 TALBOT RD S 98055 TYPE 2-48, ®0.0052 18"CMP(E)IE=151.64 I SDMH #8148, TYPE II a RIM 1589.3 8" If /N 151.64 (E) I I PROP 8" Io-'-RIM EL=158.93 1E 155.19 36"CMP(N)IE=151.48 II II d 6" 1E IN 155.19 (5) SD sD "CMP(W)IE=151. p a. 8" If IN 154.82 (N) o I I CB 8095 TYPE SDY 4 o ° 8" If OUT 151.27 (W) RIM EL=152.74 I Ef 0 I I / 8"CMP(E)IE=151.24 I 5 6� a I 8°CMP(W)IE=151.16 e' e4 1.• I 8 I � e bb a ryM� I 6 EXl517NG ° Q0 STORM a° a, N REPLACE SOLID LID r WITH A VANED GRATE ° I 9 I EX/STING SEWER II I-- 5TUBVER/FY CB M EL TYPE I CONNECTION I RIM EL=159.96 =162. 2 a' O 6" PVC(E)IE=156.4 6" C(E)IE=1 �$.00 SS II TO BUILD/NG 6"PVC(N)I - 6' PVC(N)IE=/158. 0 G I APPROX. LINE SIDE SEW-,. RAISE SOCO TO , FINISHED GRADE -� PER ASBUILTS I ° a OF 16 1. 09 I I o a: a 13 \ RIM EL 164.40 - 1126.26 a / -� i � \ 6"PVcNVE IE 158.38 CB 11 7 YPE .3 EL=16.4 cSSMH P ASBUILT SS SD -_ -S� - �_ o v _ P e 0 OH N 04 OHP OHP OHP / -- - 30.0o o w D ° SD - / P ----- P o ° CB 8091 TYPE I / I RIM EL=156.16 a 4"PVC(E)IE=154.79 / I 12"PVC(S)IE=154.17 12"CMP(N)IE-154.11 I I SSMH 8213 RIM EL=156.76 12°PVC(S)IE=146.21 ',a 12"PVC(N)IE=l46.06 loo � I I 29LF 6" PVC 0 MIN SLOPE 0.02 it EX/STING FOOTING DRAIN CONNECT/ON \ /F -1 6" IE 42 �12 6" VC © 0. 0 REMOVE 171E EXISTING SPLASH BLOCK CONNECT THE ROOF h AV TO THE EXISTING STORM o EXISTING SPLASH BLOCK 6" E 158.66 RIM EL=162.12 I �/4"PVC(E)IE=161.22 _ I I H 11269 RIM E -166 775 _ o S SDSD SD SS 1P oHP REPLACE EXISTING GRATE - - - - - w w WITH A SOLID LID AND PAVE CB PER ASBUILT OVER WITH CONCRETE - - - - - - - - - - - - - CONNECT AREA DRAIN FOR DUMPSTER TO THE I 10' ELECTRIC LINE EASEMENT SIDE SEWER I REC. NO. 6023496 RIM 161.87 - - 4" If 158.87 1 PEDESTRIAN PATH THROUGH PARKING LOT 2 CITY COMMENTS 3 CITY COMMENTS NO. I REVISION SES 11/9/22 SHM SES 6/23/23 SHM SURVEYED: ROW SES 10 1923 SHM DESIGNED: SHM DRAWN: SES CHECKED: SHM BY DATE APPR APPROVED. SHM I II I I I I I _ I I I I I I SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY V SCALE: 1" = 20' 0 10 20 40 PROJECT NO. 18242 1 SIDEKO ..'pF WAS,y�y 99 CIVIL ENGINEERING LANDSCAPE ARCHITECTURE -o ' 41846 PLANNING TONAL DESIGN SURVEYING 10-1�-11-73 7 2100 NE 7 95th St, Suite 300 Bothell, Washington 9807 1 425.885.7877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 11 /07/2023 ' WASTEWATER UTILITY' Kl.,)"Ik R-426409 jstowell 11 /07/2023 DATE: VERTICAL• NAVD 1988 • HORIZONTAL- NAD 1983/1991 CITY OF ✓AN. 2022 FIELDBOOK: RENT 0 N UTILITY PLAN PAGE: DATUM DRAWING No: Planning/Building/Public Works Dept. C4• 01 SHEET: 9 OF: 10