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HomeMy WebLinkAboutWWP2703643.1PORTION OF SW 1/4 OF SW 1/4, ; J''CTION 3, TOWNSHIP 23N, MANGE � "I W.M. Nam" a 3� 5 t k ,r = k ! :r « �r 1 z: ., . ..Aaz f✓ o� FC+'� ,y 0 w 3 0 M z 0 Z w 0 c cn 0 G�J LEGEND: 6" GREASE WASTE 6" WASTE WATER GREASE INTERCEPTOR SANITARY SEWER CLEANOUT/TEST TEE - 6" GW , - 6" WW -3. 4 1 2 SANITARY SEWER SCHEDULE 0 CONNECT TO EXISTING 12" SANITARY 17 2,500 GALLON GREASE INTERCEPTOR SINGLE SEWER MAIN PER CITY OF RENTON WATER VAULT SYSTEM, UTILITY VAULT 612-GA. AND SEWER DISTRICT DETAILS AND SOUTH RIM = 398.18 REQUIREMENTS. NORTH RIM = 398.18 CONTRACTOR TO VERIFY SANITARY SEWER 6" IE = 392.25 (IN) MAIN LOCATION, SIZE, AND ELEVATION 6" IE = 392.05 (OUT) PRIOR TO CONSTRUCTION OF ANY CONTRACTOR TO PROVIDE VENTING AS PORTION OF THE PROPOSED SANITARY REQUIRED BY BY UNIFORM PLUMBING CODE. SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. 18 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. APPROX. I.E. = 390.3f 19 SANITARY SEWER CLEANOUT ❑2 71 LF 6" PVC SDR 35 WW O 2.0% MIN. RIM = 398.79 IE = 393.01 ❑3 SANITARY SEWER TESTING TEE RIM = IE = 391.74 74 20 ❑ 20 LF 6" PVC SDR 35 GW @ 2.0% MIN. ® 3 LF 6" PVC SDR 35 WW ® 2.0% MIN. 21 SANITARY SEWER CLEANOUT (SURFACE) RIM ❑5 WYE CONNECTION = 393 418g IE = 391.80 SSCO TO BE PLACE A MAX. 5' FROM BUILDING © 7 LF 6" PVC SDR 35 WW ® 2.0% MIN. 22 2 LF 6" PVC SDR 35 GW @ 2.0% MIN. ❑7 SANITARY SEWER CLEANOUT RIM = 398.25 23 6" GREASE WATER ENTRY IE = 391.94 APPROX. I.E. = 393.45 ® 42 LF 6" PVC SDR 35 WW ® 2.0% MIN. 24 97 LF 6" PVC SDR 35 GW @ 1.5% ❑g SANITARY SEWER CLEANOUT 25 SANITARY SEWER CLEANOUT RIM = 398.74 RIM = 397.94 IE = 392.78 IE = 394.47 10 14 LF 6" PVC SDR 35 WW @ 2.0% 26 41 LF 6" PVC SDR 35 GW @ ® 1.5% 11 SANITARY SEWER CLEANOUT (SURFACE) 27 SANITARY SEWER CLEANOUT RIM = 398.88 RIM = 397.17 IE = 393.06 IE = 395.09 28 35 LF 6" C900 GW ® @ 1.5% SSCO TO BE PLACE A MAX. 5' FROM BUILDING 12 2 LF 6" PVC SDR2.0% MIN. 29 AREA DRAIN PER DETAIL 2, SHEET C-3.6 0 13 6" WASTE WATER ENTRY EIM 395.62 APPROX. I.E. = 393.10 30 SANITARY SEWER CLEANOUT TO BE 14 11 LF 6" PVC SDR 35 GW ® 2.0% MIN. INSTALLED PER CITY OF RENTON STANDARDS DETAIL 406.1 (DETAIL 3, SHEET C-3.7) 15 ❑ SANITARY SEWER CLEANOUT RIM = 400.75IE RIM = 398.16 = 390.85 IE = 392.02 16 4 LF 6" PVC SDR 35 GW @ 2.0% MIN. WITH SANITARY SEWER TESTING TEE RIM = 398.18 IE = 392.01 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. r _ PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY i€ f �' E - ------------- I WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE tt i. Ek Wi '' TRENCHING IS WITHIN THREE FEET ) OF ANY ADJACENT LANE LIN b HI ` T 3' E 6 GW 3 THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. ...� k 3f e I SEE SHEETS :k 3 C-3.7 FOR SANITARY SEWER «29; NOTES AND DETAILS. z ; Know what's below. Call before you dig. CHECKED FOR COMPLIANCE TO CITY OF RENTON STANDARDS S 364301 APPROVED BY:'L __---- DATE104'q &*7 V APPROVED BY:__________________ DATE ---- - ` APPROVED BY: __________________ DATE_____ APPROVED BY: ____________ DATE______ 7LLJ no _q00 2: o Ci 0 0 M 00 0 Z LnL� �r a �__ LL C-3.5 Ln 0 00 C� O z r .A d z 4 lotm P �c �c N �yy � g dm C� r� �w y