The URL can be used to link to this page

Home My WebLink AboutW-358206A, APPROX. STA. 5 +32.7, 1.T R, PROVIDE: (1) -ACCESS MANWAY y: SD (1) - 3" AIR RELEASE & VACUUM VALVE ASSEMBLY APPROX. STA. 5+22.7,02 L, PROVIDE: D(1) - 42"x 24" STEEL FLANGED OUTLET AND END - y — — c E a — CHEM _ OF CT PIPELINE, SEE DWG NO. D13 FOR DETAILS q— _ z ` 10� U QAPPROX. STA. 5+29.8,21.2'R, PROVIDE: _ (1) - 42"x 24" STEEL FLANGED OUTLET rZ }-'" -- AND END OF CT PIPELINE, SEE DWG NO. °. P P a �— D13 FOR DETAILS :it _ so/ T lit —O 5 7m Q APPROX 31 LF of 24" DI PE P I z SAMPLE LINE, [1'P. � I 1 7..— 12" DI D.4 —,` � 1�" DI DR APPROX. STA. 5+17.7,34.0'R, PROVIDE: (1) - CONNECTION TO EXISTING TO 24' DI, SEE DWG NO. D13 FOR DETAILS — JF� 11 CONNECTION TO EXISTING. SEE aFOR DETAILS. D73 45 40 35 30 Yil O LIMIT 11 \VVIIVI\ `LIMITS BLDG r V7 7 E (P sP sT CONSTRUCTIONSTAGING AND MATERIALS STORAGE -a o 8' EP ! \ � SPRINKLER HEAD, TYP. AMP a — - r T.O.P. 16' DEEP, TYP. m APPROX. STA. 7 +75.5, 28.9'R, PROVIDE: s � (1) -42" x 42" STEEL 90' BEND (RJxRJ) APPROX 257 LF of 42 STEEL PIPE APPROX 248 LF of �— 42" STEEL PIPE 13 12" DI _R� __ an 6 J APPROX. STA. 5+39.7,22.4'R, PROVIDE: (1) - ACCESS MANWAY L� (1) - 3" AIR RELEASE & VACUUM VALVE ASSEMBLY APPROX 11 LF of 24" DI PIPE 0 T AIRVAC ASSEMBLY AND ACCESS MANWAY WITH TEST STATION, TYP. EACH END OF CT oCT PIPELINE PLAN PIPELINE, SEE DWG NO. D14 AND D15 H: 1" = 20' O A 1 0 APPROX. STA. 7 +73.3, 49.3' R, PROVIDE: ' (1) -42" x 42" STEEL 90" BEND (RJxRJ) A 11 N EXISTING GROUND PROFILE `ALONG PROPOSED WATER MAIN ALIGNMENT CONNECTION TO EXISTING. SEE FOR DETAILS. D73 NOTE: WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE. ;1 HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE. NORTHERN HALF OF CT PIPELINE NOTES /DETAILS 1. RESTORE ALL DISTURBED AREAS WITH SOD PER THE SPECIFICATIONS AND CITY A\ PARKS DEPARTMENT STANDARDS. SEE TRENCH AND RESTORATION DETAILS FOR \ \ ADDITIONAL INFORMATION. , \ X a AA 1 � 1 II \ 1 I 11 N I � a ,I 1 TJ APPROX 20 LF of 42" STEEL PIPE ' APPROX. STA. 7 +74.4, 37.3'R, PROVIDE: (1) - ACCESS MANWAY I III jI I " I 50 - ACCESS MANWAY, TYP. CONCRETE ENCASEMENT D D CONCRETE ENCASEMENT 4 - .50 c 0.00 00% 0;� o� Ly g o Iz Z zn o m WO O + '? x Z Z Z Z mQj Gm 3R Q W Z �I-J ¢ =0 O Z O J - J Q :Q QO 6 �Z 6Y OQ FAR 3 `, W fn W .e z Din Z 7 z Z m z Z N Z ri ti M Nii �c °' �x N� � a� < �x D'x 3d N� W i U V'W + NLJ w - N.i: OW 0 3a a Nla N',W ��p Nw d0 IW-O ND Ww OHJ =!nW 0' 160. 200' 0 300' 310 CONNECTION TO EXISTING. SEE FOR DETAILS. D73 NOTE: WATER MAIN PROFILE SHOWN ALONG PIPE CENTERLINE. ;1 HORIZONTAL SCALE IS BASED ON DISTANCE ALONG PIPE. NORTHERN HALF OF CT PIPELINE NOTES /DETAILS 1. RESTORE ALL DISTURBED AREAS WITH SOD PER THE SPECIFICATIONS AND CITY A\ PARKS DEPARTMENT STANDARDS. SEE TRENCH AND RESTORATION DETAILS FOR \ \ ADDITIONAL INFORMATION. , \ X a AA 1 � 1 II \ 1 I 11 N I � a ,I 1 TJ APPROX 20 LF of 42" STEEL PIPE ' APPROX. STA. 7 +74.4, 37.3'R, PROVIDE: (1) - ACCESS MANWAY I III jI I " I 50 - ACCESS MANWAY, TYP. iffi WHERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE UNKNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY TO AVOID CONFLICT. THIS MAY REWIRE ADDITIONAL EXCAVATION AND PIPE AND FlTTING DEFLECTION WHICH SHALL BE INCIDENTAL TO THE PROJECT. PROVIDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. Yjwjwf SOUTHERN HALF OF CT PIPELINE CT PIPELINE PROFILE H: 1 " =20', V. 1 " =5' cj7i. 45 !if 35 y 2. THE EXACT LOCATION OF THE EXISTING SPRINKLER SYSTEM IS UNKNOWN AND IS \ NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE IRRIGATION SYSTEM AND SHOULD ANTICIPATE THAT HE WILL SIGNER 11/13/12 ENCOUNTER THE IRRIGATION SYSTEM DURING CONSTRUCTION. THE REPLACEMENT OF THE IRRIGATION SYSTEM PER CITY PARKS DEPARTMENT STANDARDS AND REQUIREMENTS. ALL WORK ASSOCIATED WITH LOCATING, PROTECTING, RESTORING AND REPAIRING THE IRRIGATION SYSTEM AND COORDINATION WITH THE CITY PARKS DEPARTMENT SHALL BE COVERED UNDER THE IRRIGATION SYSTEMS BID ITEM. ai CONTRACTOR TO ROUTE PREIPOST -CT SAMPLE LINES WITHIN EXISTING 8" •y+aw CHEMICAL CONDUIT FROM VALVE VAULT TO THE PROPOSED CHLORINE RESIDUAL ANALYZER WITHIN THE PW -9 WELL BUILDING. SAMPLE LINES TO BEV SIGNER 11/13112 POLYETHYLENE TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO COUPLINGS) FROM THE SAMPLE TAP THE TO WELL BUILDING. LOCATE PRE-CT C SAMPLE TAP WITHIN EXISTING VALVE VAULT. SEAL ALL PENETRATIONS WATERTIGHT WITH NON - SHRINK GROUT. SEE DWG NOS. D13 AND D16 FOR ADDITIONAL DETAILS, AS WELL AS PHOTO 1 BELOW. EX. 12" DRAIN VALVE AND VAULT, TO BE REMOVED. SEE DWG NO. DID FOR ADDITIONAL DETAILS. INSTALL 4" GATE VALVE AT AIRVAC CONNECTION TO STEEL MAIN AND TRANSITION TO 3" TYPE K COPPER AIRVAC LINE. ROUTE LINE FROM STEEL MAIN TO BACKSIDE OF CURB AND INSTALL AIRVAC ASSEMBLY SIMILAR TO CITY STANDARD DETAIL NO. 340.4. SEE APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. W J SEE DWG NO. D13 FOR ADDITIONAL CONNECTION AND PIPELINE DETAILS. LL 12 APPROXIMATE LOCATION OF CONCRETE ENCASED EX. POWER AND TELEMETRY. m Ix CONTRACTOR TO LOCATE PRIOR TO EXCAVATING, PROTECT DURING a CONSTRUCTION AND COORDINATE WITH CITY IF RELOCATION IS NECESSARY, TYR Cs Z 43 oµ a 3 EX. 12" PUMP DRAIN LINE, DEPTH AND LOCATION ARE APPROXIMATE. LLB � -;' Z CONTRACTOR TO POTHOLE AND CONFIRM ALIGNMENT PRIOR TO PREPARING O SHOP DRAWINGS FOR STEEL PIPELINE. Z a 0 REMOVE AND DISPOSE OF ABANDONED UTILITY PIPELINE AS NECESSARY TO Q O -- W CONSTRUCT PROPOSED IMPROVEMENTS. PLUG ENDS WITH GROUT. Z Z W F' :i 10 EX. CURB TO 13E REPLACE CURB PER CITY OF R CONSTRUCTION LL ul ENTON STANDA D DWG NO. 103 ENTRANCE. 3 W a LL 11 INSTALL TEMPORARY CONSTRUCTION ENTRANCE. PROTECT EXISTING VAULTS O C6 Z AND PLACE TEMPORARY STEEL PLATE OVER VAULTS. r (� W= 358206 a W V JVV LJV REVISED TO CONFORM TO CONSTRUCTION RECORDS 6� ` 9/23/13 RH2 ENGINEERING INC. DATE EX. 8" HDPE SECONDARY CONTAINMENT CONDUIT WITH CHEMICAL LINES. CONTRACTOR TO UTILIZE EX. 8' CONDUIT TO ROUTE PROPOSED SAMPLE LINES TO CHLORINE ANALYZERS WITHIN PW -9 WELL BUILDING. �i EXISTING VALVE VAULT U REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. REVISION MI N E E R S NNERS NTISTS RH2 ENGINEERING. INC. http: / /www rh2.com mailbo"&rh2.com 1.800.720.8052 BELLINGHAM 3sos7s.oa°s 454 West Horton Rood BOTHELL azs.9sl.saoo 22722 29th Dnve SE, Suile 210 EAST WENATCHEE sos.ass.asoo 700 Simon Street. Suite 5 RICHLAND sos9ae.slel 114 CoWmbia Point Drive, Suite C SILVERDALE 3s13e7a.79so 2021 NW Kintyre Rd, Suite 107 TACOMA 353.372.3059 621 Pacific Avenue Suite 104 1- F DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 1 DW Ktl. �m KRS D12 Dw� Feb 14, 2014 a¢NT: REN LLC KMP 9/18/13 "w 110 -093 BY IREVIEWI DATE I rua.ae CTPW'89- D- PLAN.DWG CD, w- 3S- ?-dv t0 CONCRETE ENCASEMENT D 4 00% = O N WO WN I- x Z p Z Z mQj 3R ZLLJ> zi0 ¢ =0 W O O J - Q O�<y zv Nii �c °' �x N� � a� < �x D'x 3d N� Q5 V'W w NLJ w - �a W WW OW 0 HJ 30 0 iffi WHERE INDICATED ON PLANS THE DEPTH OF THE EXISTING WATER, STORM AND OTHER UTILITIES AT CROSSINGS ARE UNKNOWN. CONTRACTOR SHALL VERIFY AND ADJUST THE PROPOSED WATER MAIN PROFILE AS DIRECTED BY THE CITY TO AVOID CONFLICT. THIS MAY REWIRE ADDITIONAL EXCAVATION AND PIPE AND FlTTING DEFLECTION WHICH SHALL BE INCIDENTAL TO THE PROJECT. PROVIDE 12" MIN CLEARANCE AT CROSSINGS WITH STYROFOAM CUSHION, TYP. Yjwjwf SOUTHERN HALF OF CT PIPELINE CT PIPELINE PROFILE H: 1 " =20', V. 1 " =5' cj7i. 45 !if 35 y 2. THE EXACT LOCATION OF THE EXISTING SPRINKLER SYSTEM IS UNKNOWN AND IS \ NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING THE IRRIGATION SYSTEM AND SHOULD ANTICIPATE THAT HE WILL SIGNER 11/13/12 ENCOUNTER THE IRRIGATION SYSTEM DURING CONSTRUCTION. THE REPLACEMENT OF THE IRRIGATION SYSTEM PER CITY PARKS DEPARTMENT STANDARDS AND REQUIREMENTS. ALL WORK ASSOCIATED WITH LOCATING, PROTECTING, RESTORING AND REPAIRING THE IRRIGATION SYSTEM AND COORDINATION WITH THE CITY PARKS DEPARTMENT SHALL BE COVERED UNDER THE IRRIGATION SYSTEMS BID ITEM. ai CONTRACTOR TO ROUTE PREIPOST -CT SAMPLE LINES WITHIN EXISTING 8" •y+aw CHEMICAL CONDUIT FROM VALVE VAULT TO THE PROPOSED CHLORINE RESIDUAL ANALYZER WITHIN THE PW -9 WELL BUILDING. SAMPLE LINES TO BEV SIGNER 11/13112 POLYETHYLENE TUBING AND SHALL BE CONTINUOUS IN LENGTH (WITH NO COUPLINGS) FROM THE SAMPLE TAP THE TO WELL BUILDING. LOCATE PRE-CT C SAMPLE TAP WITHIN EXISTING VALVE VAULT. SEAL ALL PENETRATIONS WATERTIGHT WITH NON - SHRINK GROUT. SEE DWG NOS. D13 AND D16 FOR ADDITIONAL DETAILS, AS WELL AS PHOTO 1 BELOW. EX. 12" DRAIN VALVE AND VAULT, TO BE REMOVED. SEE DWG NO. DID FOR ADDITIONAL DETAILS. INSTALL 4" GATE VALVE AT AIRVAC CONNECTION TO STEEL MAIN AND TRANSITION TO 3" TYPE K COPPER AIRVAC LINE. ROUTE LINE FROM STEEL MAIN TO BACKSIDE OF CURB AND INSTALL AIRVAC ASSEMBLY SIMILAR TO CITY STANDARD DETAIL NO. 340.4. SEE APPENDIX A OF THE SPECIFICATIONS FOR ADDITIONAL INFORMATION. W J SEE DWG NO. D13 FOR ADDITIONAL CONNECTION AND PIPELINE DETAILS. LL 12 APPROXIMATE LOCATION OF CONCRETE ENCASED EX. POWER AND TELEMETRY. m Ix CONTRACTOR TO LOCATE PRIOR TO EXCAVATING, PROTECT DURING a CONSTRUCTION AND COORDINATE WITH CITY IF RELOCATION IS NECESSARY, TYR Cs Z 43 oµ a 3 EX. 12" PUMP DRAIN LINE, DEPTH AND LOCATION ARE APPROXIMATE. LLB � -;' Z CONTRACTOR TO POTHOLE AND CONFIRM ALIGNMENT PRIOR TO PREPARING O SHOP DRAWINGS FOR STEEL PIPELINE. Z a 0 REMOVE AND DISPOSE OF ABANDONED UTILITY PIPELINE AS NECESSARY TO Q O -- W CONSTRUCT PROPOSED IMPROVEMENTS. PLUG ENDS WITH GROUT. Z Z W F' :i 10 EX. CURB TO 13E REPLACE CURB PER CITY OF R CONSTRUCTION LL ul ENTON STANDA D DWG NO. 103 ENTRANCE. 3 W a LL 11 INSTALL TEMPORARY CONSTRUCTION ENTRANCE. PROTECT EXISTING VAULTS O C6 Z AND PLACE TEMPORARY STEEL PLATE OVER VAULTS. r (� W= 358206 a W V JVV LJV REVISED TO CONFORM TO CONSTRUCTION RECORDS 6� ` 9/23/13 RH2 ENGINEERING INC. DATE EX. 8" HDPE SECONDARY CONTAINMENT CONDUIT WITH CHEMICAL LINES. CONTRACTOR TO UTILIZE EX. 8' CONDUIT TO ROUTE PROPOSED SAMPLE LINES TO CHLORINE ANALYZERS WITHIN PW -9 WELL BUILDING. �i EXISTING VALVE VAULT U REVISED TO CONFORM TO CONSTRUCTION RECORDS N0. REVISION MI N E E R S NNERS NTISTS RH2 ENGINEERING. INC. http: / /www rh2.com mailbo"&rh2.com 1.800.720.8052 BELLINGHAM 3sos7s.oa°s 454 West Horton Rood BOTHELL azs.9sl.saoo 22722 29th Dnve SE, Suile 210 EAST WENATCHEE sos.ass.asoo 700 Simon Street. Suite 5 RICHLAND sos9ae.slel 114 CoWmbia Point Drive, Suite C SILVERDALE 3s13e7a.79so 2021 NW Kintyre Rd, Suite 107 TACOMA 353.372.3059 621 Pacific Avenue Suite 104 1- F DRAWING IS NOT TO SCALE IF BAR IS NOT 2" LONG 1 DW Ktl. �m KRS D12 Dw� Feb 14, 2014 a¢NT: REN LLC KMP 9/18/13 "w 110 -093 BY IREVIEWI DATE I rua.ae CTPW'89- D- PLAN.DWG CD, w- 3S- ?-dv t0