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4/5/2023 7:07:43 PM
Created
4/5/2023 7:07:41 PM
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\Department Folders\Administrative Services (ASD)\City Clerk\Contracts/Agreements (CAG)\2021\CAG-21-040\Addendum - 1\Addendum - 1
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HomeMy WebLinkAboutWWP2703643.43 0 U (D ry I f3f � a € a 3 • 3 G � r .. ....... .. ......... _.: ..... _ ..,, ...T.. «.. _.. _ _,___ ,:: : ROCI A `�U..MNA C. w # ST fi„ .::..::::::.... Z t 4 OF SW 1/4, SIB =,TION 3, TOWNSHIP 23N, RANGE 5E, W.M. €'N j' = . 2 r . . GRAPHIC SCALE 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. :;.E . `' 3 N ',A 88 L-- MND: 6" GREASE WASTE 6" WASTE WATER GREASE INTERCEPTOR SANITARY SEWER CLEANOUT/TEST TEE 6" GW 6" WW a a SANITARY SEWER SCHEDULE ❑1 INSTALL NEW 6" CLEANOUT. 16 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9E 17 SANITARY SEWER CLEANOUT RIM = 398.79 22b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 ❑3 61 LF 6" PVC SDR 35 WW Cal 2.0% MIN. 18 20 LF 6" PVC SDR 35 GW @ 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 SSCO TO BE PLACE A MAX. 5 FROM BUILDING ❑5 WYE CONNECTION 20 2 LF 6" PVC SDR 35 GW @ 2.0% MIN. IE = 394.78 © 57 LF 6" PVC SDR 35 WW ® 2.0% MIN. 21 6" GREASE WATER ENTRY APPROX. I.E. = 396.44 7 ❑ SANITARY SEWER CLEANOUT .IERIM RI - 98. 98. RIM = 374 22 SANITARY SEWER CLEANOUT = 398.90 IE = 393.36 ® 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. ❑9 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.88 23 4 J:: PVC SDR 35 WW ©1.0% 24 SANITARY SEWER CLEANOUT IE = 396.00 SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 IE = 393.83 10 2 LF 6" PVC SDR 35 WW ® 2.0% MIN. 25 100 LF 6" PVC SDR 35 WW ® 1.0% 11 6" WASTE WATER ENTRY APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 IE = 394.83 12 12 LF 6" PVC SDR 35 GW @ 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.0% 13 SANITARY SEWER CLEANOUT RIM = IE = 395.02 02 28 SANITARY SEWER CLEANOUT WITH A ROMAC COUPLER RIM = 398.50 IIE = 395.70 14 4 LF 6" PVC SDR 35 GW @ 2.0% MIN. WITH SANITARY SEWER TESTING TEE RIM = 398.18 29 15 LF 6" C900 WW ® 1.0% 30 AREA DRAIN PER DETAIL 2, SHEET C-3.6 WITH 4" X 6" REDUCER RIM = 397.30 IE = 395.00 15 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612-GA. SOUTH RIM = 398.18 IE = 395.85 NORTH RIM = 398.18 6" IE = 395.24 (IN) 31 SANITARY SEWER CLEANOUT RIM = 399.50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C-3.6 AND C-3.7 FOR SANITARY SEWER NOTES AND DETAILS. S=364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION BY - ----DATE_ 12//9/20/2 0 Z N o Q C14 of 0 o 0' N O0 w 0 ru 0Ld 'I T--q00 2: o 0 0 rn 00 0 Z LnL� �r a � � �--u- Ln Co Ln Q 00 Ln t+ I C-3.5 `, - 36o 430�