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HomeMy WebLinkAboutW-358211PRE NO PROVIDE (PER PLAN): (2) 24' DI VERTICAL CROSS (MJxFL) AND EXISTING MAN GATE EXISTING LANDSCAPING BARK EXISTING 24" CONCRETE STORM DRAIN 0 T.O.P. = 43.8' EXISTING 8" HDPE CHEM LINE A T.O.P. = 40.8' SEE DWG NO. D22 FOR CONTINUATION INTO BUILDING EW -3 WELL BUILDING %" COPPER PIPE IN 3" PVC CONDUIT WITH LONG RADIUS PVC CONDUIT SWEEPS. INSTALL PER TRENC DETAIL A 3/" TAP WITH CORP STOP, BALL VALVE AND CURB BOX. PROVIDE REDUCERS nc uoneeenov nun ronucinn ", rn o CONNECTION TO EXISTING 1011 DI AT STA 0 +83 EXISTING WATE PIN, � P. f,41 *111[ TijFPk[el"M LOCATION OF PROPOSED AIR VAC VENTS % •®RM 2 TS ' •dim z��" , C- CT PIPELINE APPROXIMATE EXTENTS OF EX. FENCE AND ARBORVITAE TO BE REMOVED AND RESTORED. TESTING CONFIGURATION PROVIDE FLxPE SPOOL WITH FICA AND SHACKLE RODS FINAL CONFIGURATION SECTION NOT TO SCALE EXISTING 1" ELEC. CONDUIT T.O.P. = 41.8' EXISTING 4" ELEC. CONDUIT T.O.P. = 40.2'0 FINAL CONFIGURATION NOTE: CITY CREWS TO MAKE FINAL CONNECTION TO EX. WATER MAIN PER CITY STANDARD PLAN 300.1. CONTRACTOR SHALL PROVIDE ALL MATERIALS AS REQUIRED BY THE CITY FOR FINAL CONNECTION, INCLUDING MEGALUG KITS FOR ALL JOINTS. PROVIDE: (2)10'x10" DI TEE (FLxFL) (2)10' DI ADAPTER (FLxRJ) (3)10' DI GATE VALVES (FLxFL) (2)10' DI SPOOL, LTF (2)10' LONG BODY SLEEVE (RJxRJ) (2)10" DI 45° VERTICAL BENDS (FLxFL) (2) TEMPORARY 10" BLIND FLANGES FOR TESTING SIMILAR TO CITY STANDARD PLAN 300.4 EXISTING 8' SIDE SEWER ENCASED IN CONCRETE THRUST BLOCK T.O.P. - 40.T zt EXISTING 1" WATER SERVICE T.O.P. = 41.9,1 PROVIDE (PER PLAN): (2)10' DI 45" VERTICAL BENDS (FLxFL) (2)10" DI VERTICAL CROSS (FLxFL) AND POLYPIGGING ASSEMBLY PER CITY STANDARD PLAN 300.4 (SIM.) (2)10" DI ADAPTER (FLxRJ) (2) TEMPORARY 10' BLIND FLANGE WITH 2" BLOWOFF ASSEMBLY I'© EX. HEDGE. CONTRACTOR TO REMOVE AND DISPOSE OF EXISTING ARBORVITAE D20 PYRAMIDALIS AS NEED TO CONSTRUCT WATERMAIN (APPROX.10' LENGTH). CONTRACTOR SHALL PROVIDE AND RESTORE ARBORVITAE PYRAMIDALIS WITH NEW HEALTHY 8' OR GREATER SPECIMENS (EMERALD GREEN SPECIES). PLANT / TREES AT BE 4' O.C. IER TO REMOVE PLANTS WITHIN THIS AREA : ONTRACTOR TO RESTORE PLANTING BED RK MOUNDED OVER 12" OF TOPSOIL REVISED TO CONFORM TO CONSTRUCTION RECORDS 9/23/13 M2-ENGINEERING INC. DATE W- 358211 SIGNER 11/19/12 SIGNER 11/12/12 MI N E E ORS NNER S NTISTS RI-12 ENGINEERING, INC. http: / /www.rh2.com mailbae@1h2.com 1.800.720.8052 BELLINGHAM 360.676.0636 454 Wes I Horton Road BOTHELL czsss shoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.6as.zsoo 300 Simon Street. Suite 5 RICHLAND sos..Aoseer 114 Columbia Paint Drive. Suite C SILVERDALE 360876396. 2021 NW Nh}re Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 1 1 am N6 (� n: K R S D21 KMP U�REASED TO CONFORM TO CONSTRUCTION RECORDS CONFORM TO CONSTRUCTION RECORDS N0. REVISION KRS KMP 3 BY I REVIEW I C�D= W , DAM Sep 26, 2013 - cu[Nr: REN 4/13 .Kew: 110 -093 14 1TE NIfHAYG CTEW3- D- DETAILDWG Will Fa z M 3� W ¢ _� a H caW ° 9L Q a ZZ� Cc m a Q W _O 4� O W 3 U z MI N E E ORS NNER S NTISTS RI-12 ENGINEERING, INC. http: / /www.rh2.com mailbae@1h2.com 1.800.720.8052 BELLINGHAM 360.676.0636 454 Wes I Horton Road BOTHELL czsss shoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.6as.zsoo 300 Simon Street. Suite 5 RICHLAND sos..Aoseer 114 Columbia Paint Drive. Suite C SILVERDALE 360876396. 2021 NW Nh}re Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 1 1 am N6 (� n: K R S D21 KMP U�REASED TO CONFORM TO CONSTRUCTION RECORDS CONFORM TO CONSTRUCTION RECORDS N0. REVISION KRS KMP 3 BY I REVIEW I C�D= W , DAM Sep 26, 2013 - cu[Nr: REN 4/13 .Kew: 110 -093 14 1TE NIfHAYG CTEW3- D- DETAILDWG Will Fa z C6 ? ¢ V 9L Q a Cc m a J = c m J MI N E E ORS NNER S NTISTS RI-12 ENGINEERING, INC. http: / /www.rh2.com mailbae@1h2.com 1.800.720.8052 BELLINGHAM 360.676.0636 454 Wes I Horton Road BOTHELL czsss shoo 22722 29th Drive SE, Suite 210 EAST WENATCHEE sos.6as.zsoo 300 Simon Street. Suite 5 RICHLAND sos..Aoseer 114 Columbia Paint Drive. Suite C SILVERDALE 360876396. 2021 NW Nh}re Rd, Suite 107 TACOMA 253.272.3059 621 Pacific Avenue Suite 104 1 1 am N6 (� n: K R S D21 KMP U�REASED TO CONFORM TO CONSTRUCTION RECORDS CONFORM TO CONSTRUCTION RECORDS N0. REVISION KRS KMP 3 BY I REVIEW I C�D= W , DAM Sep 26, 2013 - cu[Nr: REN 4/13 .Kew: 110 -093 14 1TE NIfHAYG CTEW3- D- DETAILDWG