Loading...
HomeMy WebLinkAboutR-40831100 I w 445 435 43 425 42 41 41 Terra Vista N I X/ Consulting Engineers ,3204 SM01(EY P01NT OR, 1207 ARLINGTON, WA 9822J ,360-691-9272 KW 17-RRAWS714NWOOM -0+20 2 CB TYPE -+-- W SOLID TOP - #3 STA 0+ 14.28, 10.49 L RIM ELEV = 4—r44-SF� 434.26 IE IN (S) = 429-iT 429.35 IE IN (E) = ^'�T 429.35 IE OUT (N) = 129-24429.25 4'x6' VAULT Co 4o� 22 CS DIET PIPE #2 - #4 12" RISER AT ELEV 4�i2.23-WITH 0.42" DIA ORIFICE STA 0+45.15, 0.00 432.65 ' RIM ELEV=-434+�434.63 IE IN (E) =429.F�8F429.65 IE OUT (N)=429.65 PROFFLE VIEW: DET PIPE #2 i' EXAGGERATION: 4 EXISTING GROUND ALONG CL OF PIPE ...................................... .................................................................................................... .. .. .. ......... ............. . . . . . . . . . ............... .. .. v 35" X 24" PERFORATED CSP, 144' X 27.9' 3.0' OF 12" PVC @ 0.00% 29' 1.0% of 12" PVC © 8.9 5 LO - C0 N 00 00 N O N O � O Ln d LO Ll7 N t N 0+00 0+50 1 +00 1 +50 50-YR WATER SURFACE AT 12" RISER HEIGHT ELEV 432.23 FINISHED GROUND ALONG CL OF PIPE 5 0 / 425 - 6" DIA PVC ENTERING DT PIPE SYSTEM AT ELEV 58 (TYP.) 429.50420 DET PIPE SYSTEM # 2 STORM DRAINAGE PROFILE SCALE: 1 " = 20' �A os/os/2o2a NO. PERMIT SUBMITTAL REVISION BY I DATE 415 410 2+00 SURVEYED: GEODETIC SURVEYING SERVICE DESIGNED: S P DRAWN: S P CHECKED: Sp P R APPROVED: H H O O O O T a_ U U J Q U) R-408311 0 U IN COMPLIANCE WITH CITY OF RENTON STANDARDS LU z DEVELOPMENT ENGINEERING SURFACE WATER UTILITY W CALL 811 (2) BUSINESS DAYS Nathan Janders 03/19/2020 JFarah 03/23/2020 BEFORE YOU DIG z Q (UNDERGROUND UTILITY z LOCATIONS ARE APPROXIMATE) Q SCALE: DATE Ir VERTICAL AL- AD 1983/1 FIRST UKRAINIAN PENTECOSTAL CHURCH Y 1988 AS INDICATED HORIZONTAL- NAD 1983/1991 CITY O F ON DRAWING RENTON 3811 NE 21 ST ST FIELDBOOK: PAGE: ONE INCH DATUM ` RENTON, WA 98056 DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. STORM DRAINAGE PROFILES C5.3 IF NOT ONE INCH Ir SCALE ACCORDINGLY DETENTION PIPE SYSTEM #2 SHEET. 13 OF. 65 LLL