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HomeMy WebLinkAboutW-40830100 C`7 O 00 I CV c:) � w W 30.14' of 12" PVC @ 0.00% 17.89' of 12" PVC © 0.00% 17' 0.6% 1 1.58- of 12" PVC 29' 1.0% 32 61' of 12" PVC o Terra Vista N I X/ Consulting Engineers ,3204 SMOI(EY POINT OR, 1207 ARLINGTON, WA 9822J -T60-691-9272 KW 17-RRAWS714NWOOM OP- -- A, I IL I Al 08/06/2024 11121MVII1IM1111 3VIrInI REVISION ---S-----S--- SD SD 6' CHAINLINK FENCE SITE DEMOLITION -PLAN SCALE: 1 " = 20' BY I DATE SURVEYED: GEODETIC SURVEYING SERVICE DESIGNED: S P DRAWN: S P CHECKED. S P � v e' WOOD CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) SCALE: AS INDICATED HORIZONTAL: NAD 19CAL, NAVD 83%1991 CITY OF ON DRAWING RENTON • ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 1463 LF 7 ROWS OF 35" X 24" CS —ARCH PIPE 2 X 1 /2", SUBBASIN #1 1036 LF 7 ROWS OF 35" X 24" CS —ARCH PIPE 2 2/3" X 1 /2", SUBBASIN #2 1080 LF 9 ROWS OF 35" X 24" CS —ARCH PIPE 2 2/3" X 1 /2", SUBBASIN #3 861 LF 7 ROWS OF 35" X 24" CS —ARCH PIPE 2 2/3" X 1 /2", SUBBASIN #4 R-408306 W-40830 IN COMPLIANCE WITH CITY OF RENTON STA DARDS �VELOPMENT ENGINEERING Wpfhan Janders 03/19/2020- FIRST UKRAINIAN PENTECOSTAL CHURCH 3811 NE 21 ST ST RENTON, WA 98056 SITE AND COMPOSITE UTILITIES PLAN DATE. 02-25-20 FIELDBOOK: PAGE: C4.0 OF: 8 65 H H 0 c0 T C) 0 T r 0- U rr U Q Cn O U w z w 0— z Q Z_ Q I- V / LL