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HomeMy WebLinkAboutS-3737010 lw -20' 0 10 20 40 5Jrju 1 4 Ilk `15'x15' SANITARY SEWER EASEMENT TO CITY OF RENTO /' \Y PER REC. N0. 701 (EXCEPTION ff14) 1 }\ a / ` 7 1 DEMO 400Ov i`, I ss EX. SANITARY SEWER AND WATER UTILITY PLAN a N = 9.01 \\ 19. 2 p. IM TO ADE E RECb 1 NN ,0 a �/ .AA tk 3 56653'031Y .14' a f EXISTING \ HYDRANT VC �j OX a \\ WATER SCHEDULE CUT AND CAP EXI STING 2" DOMESTIC AND 1" \ \ ❑1 - IRRIGATION WATER SERVICE AT MAIN LINE (BY CITY). SEE DEMOLITION PLAN. NEW 1 -INCH DOMESTIC WATER SERVICE AND METER ° TO BE INSTALLED BY CITY. !IF \ �3 NEW 3/4 -INCH IRRIGATION WATER SERVICE AND METER TO BE INSTALLED BY CITY. ® INSTALL NEW 1 -INCH REDUCED PRESSURE •r o` \ ROW ASSEMBLY IN "HOT BOX" PER CITY OF RENTONENTON STANDARD PLAN 350.2 /SHEET CB. \INSTALL NEW 3/4 -INCH DOUBLE CHECK VALVE ASSEMBLY _ (IRRIGATION) PER CITY STANDARD PLAN 340.8 /SHEET C8. REFER ALSO TO IRRIGATION PLANS. 3/4 -INCH PEX PIPE WATER SERVICE TO KIOSK f EXISTING POWER AND �7 3/4 -INCH PEX PIPE WATER SERVICE TO AIR /WATER UNIT COMMUNICATIONS VAULT \ \ \ E INSTALL NEW 3/4 -INCH REDUCED PRESSURE BACKFLOW 8 - -Arm ASSEMBLY IN "HOT BOX" PER Cltt STANDARD PLAN 350.2 /SHEET C8 FOR AIR /WATER UNIT. O - ° 4' \F� ❑9 BACKFLOW ASSEMBLY INSIDE PRE - FABRICATED KIOSK ENCLOSURE. SEE SEPARATE KIOSK PLANS. C UTILITY CROSSINGS � � 1 a \ ❑A PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE t o SEWER AT CROSSING 0. .Q O �' £ w � 1 a 11 \ . EXISTI HYD T SSMH -D \� RIM V 28.53 '`, 6" PVC W = 2431 �� \\ GREASE TRAP VAULT °Q. TOP 6" PVC O.F. = 25.48 LEGEND .n PROPOSED ASPHALT PAVEMENT O n n -C < PROPOSED CONCRETE PAVEMENT b?m 1 w� F EXISTING CONCRETE CURB ------------------- - - - - -- N NEW CONCRETE CURB N NEW CONC. SWALE �- EX. U/G POWER P(pm) EX. TELEPHONE i EXISTING STORM PIPE - - - - -- EXISTING SANITARY SEWER PIPE SS EXISTING WATER LINE -1'i- PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE VC �j OX a \\ WATER SCHEDULE CUT AND CAP EXI STING 2" DOMESTIC AND 1" \ \ ❑1 - IRRIGATION WATER SERVICE AT MAIN LINE (BY CITY). SEE DEMOLITION PLAN. NEW 1 -INCH DOMESTIC WATER SERVICE AND METER ° TO BE INSTALLED BY CITY. !IF \ �3 NEW 3/4 -INCH IRRIGATION WATER SERVICE AND METER TO BE INSTALLED BY CITY. ® INSTALL NEW 1 -INCH REDUCED PRESSURE •r o` \ ROW ASSEMBLY IN "HOT BOX" PER CITY OF RENTONENTON STANDARD PLAN 350.2 /SHEET CB. \INSTALL NEW 3/4 -INCH DOUBLE CHECK VALVE ASSEMBLY _ (IRRIGATION) PER CITY STANDARD PLAN 340.8 /SHEET C8. REFER ALSO TO IRRIGATION PLANS. 3/4 -INCH PEX PIPE WATER SERVICE TO KIOSK f EXISTING POWER AND �7 3/4 -INCH PEX PIPE WATER SERVICE TO AIR /WATER UNIT COMMUNICATIONS VAULT \ \ \ E INSTALL NEW 3/4 -INCH REDUCED PRESSURE BACKFLOW 8 - -Arm ASSEMBLY IN "HOT BOX" PER Cltt STANDARD PLAN 350.2 /SHEET C8 FOR AIR /WATER UNIT. O - ° 4' \F� ❑9 BACKFLOW ASSEMBLY INSIDE PRE - FABRICATED KIOSK ENCLOSURE. SEE SEPARATE KIOSK PLANS. C UTILITY CROSSINGS � � 1 a \ ❑A PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE t o SEWER AT CROSSING 0. .Q O �' £ w � 1 a 11 \ . EXISTI HYD T SSMH -D \� RIM V 28.53 '`, 6" PVC W = 2431 �� \\ GREASE TRAP VAULT °Q. TOP 6" PVC O.F. = 25.48 LEGEND .n PROPOSED ASPHALT PAVEMENT O n n -C < PROPOSED CONCRETE PAVEMENT b?m 1 o � m r F EXISTING CONCRETE CURB ------------------- - - - - -- N NEW CONCRETE CURB N NEW CONC. SWALE �- EX. U/G POWER P(pm) EX. TELEPHONE i EXISTING STORM PIPE - - - - -- EXISTING SANITARY SEWER PIPE SS EXISTING WATER LINE -1'i- PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED TYPE 1L CATCH BASIN PROPOSED TYPE 2 -48" CATCH BASIN O 0 SEWER SCHEDULE (D 8" SS CLEANOUT TO FINISH GRADE. SEE DETAIL B /C7. IE= 20.85± MATCH EX. s O 4" PVC SEWER PIPE 0 2.0% MIN. Q3 8 LF 6" PVC SEWER PIPE 0 2.07 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. J PROVIDE CONCRETE COLLAR AROUND VALVE BOX. J PROVIDE MATCHING T- HANDLE, SET TO WORKING HEIGHT, TO PROJECT MANAGER. O OIL /WATER SEPARATOR (PER DETAIL SHT C8) RIM = 28.20± (SLOPE LID TO MATCH FINISHED GRADE) INSTALL RISERS AS NECESSARY IE IN =23.48 IE OUT -22.98 © 6" SS CLEANOUT TO FINISH GRADE o SEE DETAIL 8 /C7 v IE =21.82 a a O CB #1 - SQUARE CATCH BASIN (MODEL GCB10- 30HB -4 &6 OR c APPROVED EQUAL) W /HIGH HEEL PROOF GRATE. GRATE FRAME ,� N SHALL BE SUPPORTED FOR TRAFFIC LOADING. a n RIM =27.70 IE =24.70 (6" NW) SEE DETAIL 4 /CB FOR SIMILAR UNIT m ® CB b2 - SQUARE CATCH BASIN (MODEL GCB10- 30HB -4 &6 OR w APPROVED EQUAL) W /HIGH HEEL PROOF GRATE. GRATE FRAME v 0 SHALL BE SUPPORTED FOR TRAFFIC LOADING. RIM =28.70 IE =26.20 (6" NW) SEE DETAIL 4 /C8 FOR SIMILAR UNIT O9 3 LF 6" PVC SEWER PIPE 0 2.0% 10 58 LF 6" PVC SEWER PIPE 0 2.0% N 11 30 LF 6" PVC SEWER PIPE 0 7.47 1© 22 LF 6" PVC SEWER PIPE 0 2.0% Q 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE =23.54 14 6" SS CLEANOUT TO FINISH GRADE J SEE DETAIL 8/C7 K IE =25.76 w 15 APPROXIMATE LOCATION OF EXISTING 8" SANITARY m N SIDE SEWER. FIELD LOCATE AND CONNECT TO a NEW 6" USING ADAPTOR. o N 3 m W � I n z n ,o 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. SSMH J'bz3 RIM = 28.58 / 6" PVC E = 24.96 GREASE TRAP VAULT TOP 6" PVC O.F. = 25.53 C 31310 J CITY OF REN;rON Approved by: 600f, 60 UN// Date: fltl ) Approved ttal Dater Approved by: Date: W-0 Approved by: Date: C'D S -_3 7 370) O U ys y' Q Glr7A'G ENG0 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251 -6222 (425)251 -8782 FAX CIVIL ENGINEERING. LAND PLANNING. SURVEYING. ENVRONYENT& SERVICES C Ca 0 a E� 0 'm n U m no Oa�or`�n O 671v: Y Winn 0 L ni Cn Z O (n j W .n n n n n -C < V b?m 1 o � m r F N N N N N V 6 0 o o 0 s U C J J J J o o v o Cn Z O (n j W 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SAWA" SEWER AND WATER UiLITY PLAN FRED MEYER FUELNG FACL rrY Permit No. U13001730 cowing No.: C6 of 10 -n m 17 `� -C < V b?m 1 o � m r W O V 6 0 K m m m N w ] y O N C1 a r Q c ME N W W ca W V o a a m m o. 0 6 z - N n a ux ry Project q: 13245 Store #00459 c Designed By: CMT Drawn By: RDC '! Checked By. JH Date: 9.7.2012 = c Scale: 1 " =20' Disk File: 13245- 06 -WS.dw i Model 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SAWA" SEWER AND WATER UiLITY PLAN FRED MEYER FUELNG FACL rrY Permit No. U13001730 cowing No.: C6 of 10 -n m 17 `� -C < V b?m 1 o � m r W O