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HomeMy WebLinkAboutWWP2703737.11=20' 0 10 20 40 mom VL\'uLAF SANITARY SEWER AND WATER UTILITY PLAN cjrjq Ilk 15'x15' SANITARY SEWER EASEMENT TO CITY OF RENTO PER REC. NO. 970811701 / (EXCEPTION #14) �f 911 r Jyffy, / •N / S68'53'03"W, 5.14' EXISTING r,-- f HYDRANT \\ v WATER SCHEDULE 7 "N, ,\ y0 ° A ❑1 CUT AND CAP EXISTING 2" DOMESTIC AND 1' $ "; IRRIGATION WATER SERVICE AT MAIN LINE (BY CITY). r- / / 3 „ .v } 0 SEE DEMOLITION PLAN. .�► / �� � 4 NEW 1-INCH DOMESTIC WATER SERVICE AND METER `?n 2 5`� TO BE INSTALLED BY CITY. �t s y i+ i \ ADJUST RIM TO FINISH GRADE b0l Q „ � ❑3 NEW 3/4-INCH IRRIGATION WATER SERVICE AND METER TO BE INSTALLED BY CITY. a ® INSTALL NEW 1-INCH REDUCED PRESSURE BACKFLOW ASSEMBLY IN "HOT BOX" PER CITY OF RENTON STANDARD PLAN 350.2/SHEET C8. 5� INSTALL NEW 3/4-INCH DOUBLE CHECK VALVE ASSEMBLY (IRRIGATION) PER CITY STANDARD PLAN 340.8/SHEET C8. REFER ALSO TO IRRIGATION PLANS. 7` 3/4-INCH PEX PIPE WATER SERVICE TO KIOSK __,EXISTING POWER AND �7 3/4-INCH PEX PIPE WATER SERVICE TO AIR/WATER UNIT 8 \COMMUNICATIONS VAULT ® INSTALL NEW 3/4-INCH REDUCED PRESSURE BACKFLOW ASSEMBLY IN "HOT BOX" PER CITY STANDARD PLAN 350.2/SHEET C8 FOR AIR/WATER UNIT. BACKFLOW ASSEMBLY INSIDE PRE -FABRICATED KIOSK ENCLOSURE. SEE SEPARATE KIOSK PLANS. V" \ UTILITY CROSSINGS ��� °� ��. ° - ❑A PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE SEWER AT CROSSING a A Q %GL o Ilk N��� �h . v A . to , �® 11 0 0 4, 121 101 u , , 7 a \ 4 0 EXISTING 4 / HYDRANT LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT a� EXISTING CONCRETE CURB ---------------- NEW CONCRETE CURB NEW CONC. SWALE �— EX. U/G POWER- I t r��.' EX. TELEPHONE EXISTING STORM PIPE — — — — — — EXISTING SANITARY SEWER PIPE ss EXISTING WATER LINE PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED TYPE 1L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN SEWER SCHEDULE O1 8" SS CLEANOUT TO FINISH GRADE. SEE DETAIL 8/C7. IE=20.85t MATCH EX. O 4" PVC SEWER PIPE 0 2.0% MIN. O3 8 LF 6" PVC SEWER PIPE ® 2.0% MIN. ® 6" BALL VALVE (NORMALLY OPEN) IN CAST IRON BOX. SET VALVE BOX MIN. 3' FEET DOWNSTREAM OF OIL/WATER SEPARATOR AND FLUSH WITH PAVEMENT. PROVIDE CONCRETE COLLAR AROUND VALVE BOX. PROVIDE MATCHING T-HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER. 0 OIL/WATER SEPARATOR (PER DETAIL SHT C8) RIM=28.20t (SLOPE LID TO MATCH FINISHED GRADE) INSTALL RISERS AS NECESSARY IE IN=23.48 IE OUT=22.98 © 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=21.82 O7 CB #1 - SQUARE CATCH BASIN (MODEL GC810-30HB-4&6 OR APPROVED EQUAL) W/HIGH HEEL PROOF GRATE. GRATE FRAME SHALL BE SUPPORTED FOR TRAFFIC LOADING. RIM=27.70 IE=24.70 (6" NW) SEE DETAIL 4/C8 FOR SIMILAR UNIT ® CB #2 - SQUARE CATCH BASIN (MODEL GCB10-30HB-4&6 OR APPROVED EQUAL) W/HIGH HEEL PROOF GRATE. GRATE FRAME SHALL BE SUPPORTED FOR TRAFFIC LOADING. RIM=28.70 IE=26.20 (6" NW) SEE DETAIL 4/C8 FOR SIMILAR UNIT ® 3 LF 6" PVC SEWER PIPE 0 2.0% 10 58 LF 6" PVC SEWER PIPE @ 2.0% 11 30 LF 6" PVC SEWER PIPE 0 7.4% 1� 22 LF 6" PVC SEWER PIPE 0 2.0% 0 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=23.54 14 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=25.76 15 APPROXIMATE LOCATION OF EXISTING 8" SANITARY SIDE SEWER. FIELD LOCATE AND CONNECT TO NEW 6" USING ADAPTOR. GENERAL NOTES 1. CONTRACTOR SHALL FIELD VERIFY LOCATION, SIZE, AND TYPE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 2. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 3. VERTICAL CLEARANCE BETWEEN UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF PIPING. CITY OF RENTON Approved by: 60BLI Date: Approved Date: Approved by:Date: 1- It i7 0 0 0 4GHA J s� CO E N G \N� 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CIVIL ENGINEERING, LAND PLANNING, SURVEYING, ENVIRONMENTAL SERVICES U Z O 5i I cQ a.. J E V' r L � C, O 4 "' � O Ln coM Y �o u cl fE 'C O Q> L 0 f-- �oaL' z O V ) DNA L `-'70-/, :2 M M M M w N N N N N oc� C' co rn Ki O N O 0 0 0 0 0 r Cim 0 0 i ,J>0lon lololo J J � Q H ~ w in m LO J Z w Q Z w O to w w a ~ L o it M Q 0 0 o a o- am m a� 'DI Izl- IN IM I.4- Project #: 13245 Store #00459 Designed By: CMT Drown By: RDC Checked By: JH Dote: 9.7.2012 Scale: 1 "= 20' Disk File: 13245-06-WS.dwcl Model: d Address: 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SANITARY SEWER AID WATER UTILITY PLANFRED MEYER s c c c FUELING FACUTY Permit No. U 13001730 ff wing NO.: c c c C6 of 10 0 FTI W< uq CD CD o� t� cn cn0-3 Y 1 °z � Approved by: Date: