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HomeMy WebLinkAboutR-408309EX CB TYPE 1 - # 1 _STA 1 +82.12, 0.22 L RIM ELEV = 432.88- 432.72 IE IN (S) = 428-25 428.00 IE OUT (E = 428.00 IE OUT (W = 428.00 44 43 42 420 41 410- Ib N 0+00 Terra Vista N I X/ Consulting Engineers .3204 SMO!(EY PO/NT OR, 1207 ARL/NGTON, WA 9822J -T60-691-9272 KW 17-RRAWS714NWOOM 111.0' OF 12" PVC 35' 0.7% 77--68- of 12" PVC © 8.38F. PROFILE VIEW: MAIN OUTFLOW PIPE CL EXAGGERATION: 4 83' 0.6% -B i .2' OF 12" PVC © @.§;z CB TYP1 W SOLID TOP - #2 STA 3+77.34, 31.68 L RIM ELEV = ^-�8433.56 IE IN (S) = ^- 81 428.75 IE IN (SE) = 425-81 428.75 IE OUT (N) = -4-z- -81-428.65 CD 110 '4- m CIO CD N -t I- CD � � CO 0) � M O 0) N N i"� N d � P7 Ln 4 � � � `;1- 1 0+50 1 +00 1 +50 2+00 2+50 '9tr 6'G �A 08/06/2024 I`j 2 CB TYPE -+- W SOLID TOP - #3 STA 0+ 14.28, 10.49 L RIM ELEV = 444.6S 434.26 IE IN (S) = -iiz 429.35 IE IN (E) = 429.24 2TL9 4 429.35 IE OUT (N) = -429-24429.25 29' " --61 ' of 12" PVC MAIN OUTFLOW PIPE STORM DRAINAGE PROFILE SCALE: 1 " = 20' PERMIT SUBMITTAL NO. I REVISION SURVEYED: GEODETIC SURVEYING SERVICE DESIGNED: S P DRAWN: S P CHECKED: S P P R APPROVED 445 435 430 1.07 ).9s% -425 420 415 410 3+00 SCALE: AS INDICATED ON DRAWING ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM 4'x6' VAU LT 91; 4P9 2 CS DET PIPE #2 - #4 12" RISER AT ELEV�.2� WITH 0.4" DIA ORIFICE _STA 0+45.15, 0.00 432.65 RIM ELEV = -434.1 �- 434.63 IE IN (E) = 429.65 IE OUT (N) = 48 429.65 CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF Nkav RENTON Planning/Building/Public Works Dept. R-408309 IN COMPLIANCE WITH CITY OF RENTON STANDARDS -:0:1 [Nathan EVELOPMENT ENGINEERING SURFACE WATER UTILITY ff IL Janders 03/1 9/2020 1 L J Farah 03/23/2020 FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 STORM DRAINAGE PROFILES MAIN OUTFLOW PIPE SYSTEM DATE 02-25-20 PAGE: DRAWING NO: C5.1 SHEET: OF: 11 65 H H 00 T Q J iO O O T