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HomeMy WebLinkAboutR-373721y.. )F 10. EASE PER \> C (IXC f 1 3 f 1 Ry SEWER CITY OF RENTO 970811701 4) £ SANITARY SEWER AND WATER UTILITY PLAN 5 a d , a 1 DEMO \✓ •000 `` /`• / + ` `�`v / 6 RIM = 2 8" PVC N \ " PVC S \ PVCE� ADJUST RIM \\ FINISH GRAD \C \ Z IX. 8" 0 NN 01\ 2 SBd53b31Y .14" SSMH D °Y/ RIM = 28.53 6" PVC W = 24.71 GREASE TRAP VAULT �\TOP 6" PVC O.F. = 25.48 C SSMH-E % $ RIM = 28.58 6" PVC E = 24.96 GREASE TRAP VAULT TOP 6" PVC O.F. = 25.53 WATER SCHEDULE \\ .° \ \ • ❑1 CUT AND CAP EXISTING 2" DOMESTIC AND 1" '\a IRRIGATION WATER SERVICE AT MAIN LINE (BY CITY). SEE DEMOLITION PLAN. NEW 1 -INCH DOMESTIC WATER SERVICE AND METER TO BE INSTALLED BY CITY. NEW 3/4 -INCH IRRIGATION WATER SERVICE AND METER TO BE INSTALLED BY CITY. INSTALL NEW 1 -INCH REDUCED PRESSURE BACKFLOW ASSEMBLY IN "HOT BOX" PER CITY OF RENTON STANDARD PLAN 350.2/SHEET C8. .\ •;`",':`;, � INSTALL NEW 3/4 -INCH DOUBLE CHECK VALVE ASSEMBLY (IRRIGATION) PER CITY STANDARD PLAN 340.8/SHEET CB. 7 s /\ REFER ALSO TO IRRIGATION PLANS. \F_ © 3/4 -INCH PEX PIPE WATER SERVICE TO KIOSK S EXISTING POWER ANT) n7 3/4 -INCH PIX PIPE WATER SERWCE TO AIR/WATER UNIT COMMUNICATIONS VAULT \ ® INSTALL NEW 3/4 -INCH REDUCED PRESSURE BACKFLOW g \ \ ASSEMBLY IN "HOT BOX" PER CITY STANDARD PLAN ..� f 350.2/SHEEP CB FOR AIR/WATER UNIT. BACKFLOW ASSEMBLY INSIDE PRE -FABRICATED 1� KIOSK ENCLOSURE. SEE SEPARATE KIOSK PLANS. a�•� a 1 < " UTILf1Y CROSSINGS (• `` ❑A PROVIDE MINIMUM 12" CLEARANCE BETWEEN SIDE SEWER AT CROSSING y \\\ /a Y D(I TU 14 L r LEGEND CITY OF RENTON Approved by: PROPOSED ASPHALT PAVEMENT Approved by: Date: PROPOSED CONCRETE PAVEMENT.$.< Date: Approved by: EXISTINGCONCRETE CURB '________________________ C Z NEW CONCRETE CURB Z aN NEW CONIC. SWALE �- TD EX. U/G POWER P(PM) IX. TELEPHONE T M 3 EXISTING STORM PIPE ------ °= EXISTING SANITARY SEWER .PIPE Ss m EXISTING WATER LINE -W- - � PROPOSED SANITARY SEWER PROPOSED SEWER CLEANOUT PROPOSED STORM DRAINAGE PROPOSED TYPE 1L CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN O SEWER SCHEDULE (D 8" SS CLEANOUT TO FINISH GRADE. SEE DETAIL 8/C7. IE=20.85± MATCH IX. O 4" PVC SEWER PIPE 0 2.0% MIN. Q 8 LF 6" PVC SEWER PIPE 0 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. O OIL/WATER SEPARATOR (PER DETAIL SHT C8) RIM=28.20± (SLOPE UD 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 a a O7 CB #1 - SQUARE CATCH BASIN (MODEL GCB10-30HB-4&6 OR `•' d `•' APPROVED EQUAL) W/HIGH HEEL PROOF GRATE GRATE FRAME c SHALL BE SUPPORTED FOR TRAFFIC LOADING. 0 0 RIM=27.70 IE=24.70 (6" NW) � D ® 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. c o RIM=28.70 IE=26.20 (6" NW) T 0 3 LF 6" PVC SEWER PIPE ® 2.0% \ 10 58 LF 6" PVC SEWER PIPE ® 2.07 O 30 LF 6" PVC SEWER PIPE 0 7.47 1© 22 LF 6" PVC SEWER PIPE ® 2.0% O Q 6" SS CLEANOUT TO FINISH GRADE SEE DETAIL 8/C7 IE=23.54 (96 " SS CLEANOUT TO FINISH GRADE j SEE DETAIL 8/C7 ¢ IE=25.76 Z 1© APPROXIMATE LOCAnON OF EXISTING 8" SANITARY M SIDE SEWER. FIELD LOCATE AND CONNECT TO NEW 6" USING W o ADAPTOR. I Z U U d 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. R-313121 A O O yy a W G`'7Afc EKG %%%e 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CITY OF RENTON Approved by: Date: Approved by: Date: Approved by: Date: Approved by: Date: - C Z A O O yy a W G`'7Afc EKG %%%e 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX V! z cn W O x r g W m tm�n/+ g (m(A� Vmn1 2 W W Z W )J 12 t o m m m a s a o m o_ Project j: 13245 Storo jIXH59 Designed 8y. CMr v N Drown By. m Checked By: JH n Date: 9.7.2012 E Scale: 1'=20' e Disk Fle: 13245-06-WS.dw rn a a 3 i 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SANTARY SEWER AND i WATER U LITY PLAN FRED MEYER o FUELNG FACLITY Permit No. U13001730 M Drawing No.: / t2 C6 of* a sy T 8 Az G) O G d ry Z 33� 0�C a C Z 0 Oz Z aN s 3 TD �.m M 3 n °= m m M � lolo 17t olol�' � V! z cn W O x r g W m tm�n/+ g (m(A� Vmn1 2 W W Z W )J 12 t o m m m a s a o m o_ Project j: 13245 Storo jIXH59 Designed 8y. CMr v N Drown By. m Checked By: JH n Date: 9.7.2012 E Scale: 1'=20' e Disk Fle: 13245-06-WS.dw rn a a 3 i 431 RAINIER AVENUE SOUTH RENTON, WA 98057 SANTARY SEWER AND i WATER U LITY PLAN FRED MEYER o FUELNG FACLITY Permit No. U13001730 M Drawing No.: / t2 C6 of* a sy T 8 Az G) O G d ry Z 33� 0�C a C Z 0 Oz Z aN s 3 TD �.m M 3 n °= I S; T 8 x a { O G d ry M 33� 0�C a N r Z 0 Oz Z aN W e ° 49m 'nA 3 °= m m M '•9 T m 8 0 a3 x a { O G d ry M � n Da N r � 0 Oz Z • W I g 8 O v M Fa@ Da my \_ R v_ Z •