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Home My WebLink AboutW_5289_S17 'I PUBLIC WORKS DEPARTMENT IRVINE AVENUE AND JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT PROJECTS N ' COSTA MESA WILSON a: 0 m a: < :i:: BAKER AV MERRIMAC ARLINGTON DR. AV ~ FAIR DR ~ ~ C> ~ z j ST ~ RVINE AVE -+_!IVIC""..T~O~RIA"----J2.R-C>JECLJ,i)iCA TION 19TH ST a.. NEWPORT BEACH PACIFIC ~+o -I'). SHEET INDEX VICINITY MAP N.T.S. SHEET DESCRIPTION G1 TITLE SHEET G2 GENERAL NOTES, ABBREVIATIONS AND SYMBOL LEGEND H1 IRVINE AVENUE HORIZONTAL CONTROL PLAN H2 JAMBOREE ROAD HORIZONTAL CONTROL PLAN Pl IRVINE AVENUE PLAN AND PROFILE STA. 9+90 TO STA. 19+00 P2 IRVINE AVENUE PLAN AND PROFILE STA. 19+00 TO STA. 29+00 P3 IRVINE AVENUE PLAN AND PROFILE STA. 29+00 TO STA. 38+00 P4 IRVINE AVENUE PLAN AND PROFILE STA. 38+00 TO STA. 48+00 P5 IRVINE AVENUE PLAN AND PROFILE STA. 48+00 TO STA. 58+00 P6 IRVINE AVENUE PLAN AND PROFILE STA. 58+00 TO STA. 66+02± FRWY P7 JAMBOREE ROAD PLAN AND PROFILE STA. 100+80 TO STA. 110+00 PB JAMBOREE ROAD PLAN AND PROFILE STA. 110+00 TO STA. 119+00 P9 JAMBOREE ROAD PLAN AND PROFILE STA. 119+00 TO STA. 128+22± D1 IRVINE AVENUE CONNECTION DETAILS D2 IRVINE AVENUE CONNECTION DETAILS D3 IRVINE AVENUE MODIFICATION TO EXIST. 15" S.D. AND CATCHBASIN D4 JAMBOREE ROAD CONNECTION DETAILS D5 JAMBOREE ROAD CONNECTION DETAIL D6 TRENCH AND MISCELLANEOUS DETAILS D7 STEEL PIPE DETAILS DB MISCELLANEOUS APPARTENANCES D9 IRVINE AVENUE AND JAMBOREE ROAD TYPICAL SECTIONS DIAL TOLL FREE 1-800-422-4133 AT LEAST lW0 DAYS BEFORE YOU DIG UNOERCROUND SERll1CE H..ERT OF SOUTHERN CAIEORtM SHEET CP-1 CP-2 T1 IRVI E APPROVED BY APPROVED BY DESCRIPTION CORROSION CONTROL SITE PLAN AND DETAILS CORROSION CONTROL DETAILS TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 1 T2 TRAFFIC CONTROL PLAN IRVINE AVENUE: -STAGE 2 T3 TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 3 T4 TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 4 T5 TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 5 T6 TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 6 T7 TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 7 TB TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 8 T9 TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 9 no TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 10 T11 TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 11 T12 TRAFFIC CONTROL PLAN JAMBOREE RO,I\D -STAGE 1A T13 TRAFFIC CONTROL PLAN JAMBOREE RO/\D -STAGE 1 B T14 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 2 T15 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 3 T16 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 3 T17 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 4 T18 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 5 T19 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 6 T20 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 7 SHEET T21 T22 T23 T24 T25 T26 T27 T28 APPROVAL RECOMMENDED: APPROVAL RECOMMENDED: C-3412 "-, 0 N ' L COSTA MESA .. I -- 1 sr - ,., IEII "fli Ii -DR ST ~ PROJECT LOCATION "' ,_ ~ Ii .#, ¥, - DATE: PACIFIC '° 0 PUBLIC WORKS DIRECTOR R.C.E. 36106 DATE: UTILITIES DIRECTOR R.C.E. 25553 DESCRIPTION TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 8 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 9 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 10 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 11 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 12 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 12 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 13 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 13 APPROVAL RECOMMENDED: JOB SITE SAFETY BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS CllY OF NEWPORT BEACH, TETRA TECH {HEREINAFTER ENGINEER), THEIR PARENT AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERlY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CllY OF NEWPORT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY THE SOLE NEGLIGENCE OF CITY OF NEWPORT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR UABIUlY FOR INJURIES, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSmON TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. PLANS PREPARED BY: OCEAN LOCATION MAP DISCLAIMER THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDmONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILITY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. N.T.S. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CITY OF NEWPORT BEACH AND TETRA TECH, ITS EMPLOYEES, OFFICERS, AND AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATIONS AS DEFINED IN GOYERMENT QQllE 4216.1(J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS W/IS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE • OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES. 0 N '" '° 0 C 0 :, "' C e f- "O "' w t 0 .D E □ , "' w RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for 1--------1•';,c errors or omissions which may have been incorporated into these plans as a result. "' t-----------11 g' ·c ~ 1--------IL C-3412 "' C w !~1TL~u~ Ca::~~ 'su;t! ~oo t---+--+------------1-----1 UllLITIES ENGINEER R.C.E. NO. 46214 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT Irvine, Californio 9261 B (949l 727-7099 (949 727-7097 FAX DATE BY DA DESCRIPTION APP'D DESIGNED ECJ TITLE SHEET DRAWN JLR W-5289-S V) "' w TRANSPORTATION ANO DEVELOPMENT SERVICES RCE 22045 CllY Efl.lGINEER RCE 24967 GENERAL SERVICES CHECKED DATE CITY OF NEWPORT BEACH t-------1·~ THOMAS L. EPPERSON RCE 36399 DATE REVISIONS TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET G 1 OF 52 o: I PUBLIC WORKS DEPARTMENT IRVINE AVENUE AND JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT PROJECTS """-~~JJt-~--t...._~cot$-DR. C-3412 SUNFI.OWEJI N ' COSTA MESA WILSON VICTORIA 19TH ST II! fi! I BAKER AV MERRIMAC AV FAIR ST NEWPO BEACH Iii FRWY AV ARLINGTON DR. DR IF APPROVED BY DATE: PUBLIC WORKS DIRECTOR R.C.E. 36106 APPROVED BY DATE: UTILITIES DIRECTOR R.C.E. 25553 Ill .,. N ' COSTA MESA WLIICN - PACIFIC I #I ~ ii - ST I PRO.ECT LOCATION OCEAN II( ,_ •' I JJ LOCATION MAP N.T.S. ''" r" ~ lil IRVINE " SHEET INDEX VICINITY MAP JOB SITE SAFETY DISCLAIMER PRIVATE ENGINEER'S NOTICE TO CONTRACTOR N.T.S. SHEET DESCRIPTION G1 G2 H1 H2 P1 P2 PJ P4 P5 P6 P7 P8 pg D1 D2 DJ D4 D5 D6 D7 D8 D9 TITLE SHEET GENERAL NOTES, ABBREVIATIONS AND SYMBOL LEGEND IRVINE AVENUE HORIZONTAL CONTROL PLAN JAMBOREE ROAD HORIZONTAL CONTROL PLAN IRVINE AVENUE PLAN AND PROFILE STA. 9+90 TO STA. 19+00 IRVINE AVENUE PLAN AND PROFILE STA. 19+00 TO STA. 29+00 IRVINE AVENUE PLAN AND PROFILE STA. 29+00 TO STA. 38+00 IRVINE AVENUE PLAN AND PROFILE STA. 38+00 TO STA. 48+00 IRVINE AVENUE PLAN AND PROFILE STA. 48+00 TO STA. 58+00 IRVINE AVENUE PLAN AND PROFILE STA. 58+00 TO STA. 66+02± JAMBOREE ROAD PLAN AND PROFILE STA. 100+80 TO STA. 11 o+oo JAMBOREE ROAD PLAN AND PROFILE STA. 110+00 TO STA. 119+00 JAMBOREE ROAD PLAN AND PROFILE STA. 119+00 TO STA. 128+22± IRVINE AVENUE CONNECTION DETAILS IRVINE AVENUE CONNECTION DETAILS IR\IINE AVENUE MODIFICATION TO EXIST. 15" S.D. AND CATCHBASIN JAMBOREE ROAD CONNECTION DETAILS JAMBOREE ROAD CONNECTION DETAIL TRENCH AND MISCELLANEOUS DETAILS STEEL PIPE DETAILS ,, MISCELLANEOUS APPARTENANCES IRVINE AVENUE AND JAMBOREE ROAD TYPICAL SECTIONS SHEET DESCRIPTION CP-1 CP-2 T1 T2 TJ T4 T5 T6 T7 TB T9 no T11 T12 T13 T14 T15 T16 T17 T18 T19 T20 CORROSION CONTROL SITE PLAN ANO DETAILS CORROSION CONTROL DETAILS TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 1 IRVINE AVENUE -STAGE 2 IRVINE AVENUE -STAGE 3 IRVINE AVENUE -STAGE 4 IRVINE AVENUE -STAGE 5 IRVINE AVENUE -STAGE 6 IRVINE AVENUE -STAGE 7 IRVINE AVENUE -STAGE B IRVINE AVENUE -STAGE 9 IRVINE AVENUE -STAGE 10 IRVINE AVENUE -STAGE 11 JAMBOREE ROAD -STAGE 1A JAMBOREE ROAD -STAGE 1 B JAMBOREE ROAD -STAGE 2 JAMBOREE ROAD -STAGE 3 JAMBOREE ROAD -STAGE 3 JAMBOREE ROAD -STAGE 4 JAMBOREE ROAD -STAGE 5 JAMBOREE ROAD -STAGE 6 ' JAMBOREE ROAD -STAGE 7 SHEET T21 T22 T23 T24 T25 T26 T27 T28 DESCRIPTION TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 8 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 9 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 10 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 11 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 12 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 12 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 13 TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 13 BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY REL.EASES AND AGREES TO INDEMNIFY, DEFEND, HOLD HARMLESS CITY OF NEWPORT BEACH, TETRA TECH (HEREINAFTER ENGINEER), THEIR PARENT AND SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF CITY OF NEWPORT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES, EXCEPTING ONLY THE SOLE NEGLIGENCE OF CITY OF NEWPORT BEACH, ENGINEER, THEIR PARENT AND SUBSIDIARY COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURRING AFTER COMPLETION OF PROJECT, AS WELL AS DURING THE WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR posmoN TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. - THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REUSED FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDITIONS. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UNINTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WRITTEN APPROVAL, IT WILL BE AT THE SOLE RISK AND RESPONSIBILITY OF THE USER. THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS FROM ALL CLAIMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CITY OF NEWPORT BEACH AND TETRA TECH, ITS EMPLC>YEES, OFFICERS, AND AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATIONS AS DEFINED IN GO\IERMENT QQl2E 4216.1 (J), WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT OF ENGINEER IN PROVIDING ITS SERVICES. -st r;:::::======================::::;i ~--------11~ RECORD DRAWINGS 0 "' <------------110 These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these 0 N <------------llf' N 0 <--------II plans as a result. C-3412 r;D;::l;;::;--;--;-;:;:;,;;----,-:-A;;;PP:;;:R~o~vA:-7"L~-R:;;:E'.";c~oM:-;;M~E;:-;N~DE;:D::-: -rriAP;:;;:P~R~ov~A~L-::R;--;:E~co~M-;;-M~E~ND~E:-;::D::--: -rATrP:;P:;Ro~v-::A7"'L -;;R;:Ec~o~M;-;-;M~EN~D:;;E~D::---r--___ -===__--r----:P:::LAN:-S -:PRE;:PA::RED~B;-Y, ---,,,-------....i.:.F,AffiPP~RO~Vl□F===,==1R~v1~N~E ~A~':<l=EN~U~E~&;;;;;;J~A~M~so~R=E=E~R:-:o:-:A-:D-1! TETRA TECH, INC. TRANSMISSION MAIN REPLACEMENT ~ '11; 16241 Loguno Conyon Ro<1d, Suite 200 l---f---f--------------1---1 UTILITIES [NGINFFr? DIAL TOLL FREE 1-800-422-4133 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of' SOUIHERN r.AUFORNIA TRANSPORTATION AND RCE 22045 tlTY ENGINEER RCE 24967 GENERAL SERVICES DEVELOPMENT SERVICES Irvine, CalUomla 9261B R.C.E. NC. 46714 TITLE SHEET (949) 727-7099 '---1' (949) 727-7097 FAX DAT CITY OF NEWPORT BEA.CH 04 02 PUBLIC WORKS DEPARTMENT ,-.. 8 W-5289-S :§: 1-------1:g SHEET G1 OF 52 z I f t GENERAL NOTES 1. niE CONSTRUCTION OF niE WATER MAIN AND ITS APPURlENANCES SHALL CONFORM TO niE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS, STANQARQ SPEC,AL PROVJSIQNS DESIGN CRIJERlA, STANDARp DRAWINGS AND niE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1.9l!2 EDITION AND SUPPLEMENTS AND lHESE SPECIFICATIONS. 2. lHE CONTRACTOR SHALL REQUEST INSPECTION FROM niE Cl"TY OF NEWPORT BEACH UTILITIES DE!PARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. niE CITY OF NEWPORT BEACH CAN BE REACHED AT (949) 644-3011 J. THE EXIS1ENCE AND LOCATION OF ANY EXISTING UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON lHESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS AND ARE APPROXIMAlE ONLY. niE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT niE UTILITIES SHOWN, AND ANY OlHER LINES OR STRUCTURES NOT SHOWN ON niESE PLANS, AND IS RESPONSIBLE FOR niE PROTECTION OF. AND ANY DAMAGE TO niOSE LINES OR STRUCTURES. 4. lHE WALL AND FACE OF ALL EXCAVATIONS GREATER niAN FlVE (5) FEET IN DEPni SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF niE GROUND OR OniER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN DEPni SHALL ALSO BE GUARDED 'M-iEN EXAMINATION INDICAlES niAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 5. ALL TRENCHING AND/OR SHORING SHALL MEET REQUIREMENTS OF CAL-OSHA. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM CAL-OSHA. 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIEl.D VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES AND POINTS OF CONNECTION PRIOR TO SUBMITTAL OF PIPE LAYING DIAGRAMS. IN ADDITION, niE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES AT LEAST 300 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. 7. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS AND A COPY OF ALL CONSTRUCTION PERMITS ON niE JOB SITE AT ALL TIMES DURING WORKING OPERATIONS. 8. CONSTRUCTION WORK HOURS SHALL BE 7:00 AM TO 4:JO PM MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN niE TRAFFIC CONTROL PLANS AND/OR PROJECT SPECIFICATIONS. 9. THE CONTRACTOR SHALL COMPLY Wini ALL APPLICABLE FEDERAL, STATE AND LOCAL SAFETY REQUIREMENTS. 10. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY lHE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD. 11. AN ENCROACHl.tENT PERMIT HAS BEEN APPLIED F~ FROl.t lHE Cl"TY OF NEWPORT BEACH. PRIOR TO STARTING CONSTRUCTION, lHE CONTRACTOR WILL BE REQUIRED TO PULL lHIS PERMIT AND COMPLY Wini ALL REQUIREMENTS OF SAID PERMIT. 12. BENCHMARK/MONUMENT NOTE; ANY BENCHMARK OR t.tONUMENT 'M-ilCH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED PRIOR TO DECEMBER J1, 1981 OR A LICENSED LAND SURVEYOR, AND A CORNER RECORD OR RECORD OF SURVEY FILED AS REQUIRED BY lHE LAND SURVEYOR'S ACTS. 13. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFFIC CONTROL PLANS PRIOR TO FINAL SUBMITTAL OF PIPE LAYING DIAGRAMS FOR STEEL PIPE. 14. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL LANE CLOSURES WlnilN niEIR JURISDICTIONAL AREA. 15. niE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM niE RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES AT (800) 422-4133. 16. STATIONS. COORDINATES, AND RADII REFER TO THE CENTERLINE OF THE PIPE. STREET STATIONING REFERS TO CENTERLINE OF STREET. STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG lHE CENTERLINE OF PIPE. DISTANCES SHOWN IN PROFILE AND IN THE ESTil.tATED QUANTITIES ARE HORIZONTAL DISTANCES. 17. WATER MAINS SHALL HAVE A 42" MINIMUM DEPTH OF COi/ER IN UNPAVED AREAS AND 48" MINIMUM DEPni OF COVER IN PAVED AREAS UNLESS OlHERWISE NOTED ON PLANS. 18. ALL WATER PIPE SHALL BE BEDDED PER CITY OF NEWPORT BEACH STD-106-L AND niESE SPECIFICATIONS. 19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, BOLTS AND WASHERS. GASKETS SHALL BE FULL FACED, CLOTH REINFORCED BUNA-N RUBBER. ALL SURFACES SHALL BE \\flAPPED WITH WAX TAPE PER DETAIL 1, SHEET CP-1. SEE SPECIFICATION SECTION 209-J. BOND ALL BURIED NON-INSULATING t.tECHANICAL PIPE CONNECTIONS (I.E. COUPLINGS, FLANGES, VALVES, ETC.) PER DETAIL 1, SHEET CP-1. 20. Fl.EX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL niREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE J16 STAINLESS STEEL PIPE HARNESS ASSElilBLIES, VALVE AND FITTING RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND WASHERS. ALL SURFACES SHALL BE WRAPPED Wini WAX TAPE PER DETAIL 1, SHEET CP-1. 21. BOLTED CONNECTORS FABRICATED FROl.t TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND. 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO lHE MINIMUM REQUIREMENTS FOR STRENGTH, t.tATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM AND ANSI SPEOFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRIT1EN CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH THE APPROPRIAlE SPECIFICATIONS. 2J. RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES TO THEIR ORIGINAL CONDITION EXCEPT 'M-iERE MODIFICATIONS ARE SPECIFICALLY NOTED ON lHESE PLANS. 24. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL PER THE PROJECT SPECIFICATIONS. ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES niAf ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE REGULATORY AGENCY HAVING JURISDICTION PER THE PROJECT SPECIFlCATIONS. COORDINATE THE MARKING OF EXISTING IRRIGATION PIPES AND CONTROL WIRING A MINIMUM OF 48 HOURS IN ADVANCE BY CONTACTING MR. RANDY KEARNS, PARK MAINTENANCE SUPERVISOR, RELATIVE TO WORK PERFORMED ON THE MEDIANS. 25. ALL CONCRETE SHALL BE 560-C-3250 UNLESS OTHERWISE SPECIFIED. 26. THE CONTRACTOR SHALL RESTORE OR REPLACE IN KIND ALL EXISTING 11.tPRO\/EMENTS DISTURBED DURING CONSTRUCTION. 27. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO 11-IE NEAREST TRANSi/ERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE. COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 28. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUlllNED TO NECESSARY WORKING LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY lHE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF lHE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO THE CITY OF NEWPORT BEACH. 29. TRAFFIC CONTROL SHALL CONFORM TO niE SPECIFIC TRAFFIC CONTROL PLANS INCLUDED IN lHESE PLANS. 30. niE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOlH TRAFFIC FLOW AND SAFETY. ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO niE WORK. J1. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS 'M-iERE DETAIL PLANS ARE AVAILABLE. HOWEVER, THE PLANS DO NOT REFLECT ALL OF lHE TRAFFIC SIGNAL CONDUITS AND LOOPS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE Wlll-llN SEVEN (7) CALENDAR DAYS OF DISRUPTION PER SPECIFICATIONS. J2. IN THE EVENT lHAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERAlED OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE lHE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO lHE CITY OF NEWPORT BEACH. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM AND BE SUPPLEMENTED WllH RAISED REFLECTIVE PAVEMENT MARKERS AS REQUIRED. JJ. niE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE CLEAN, AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF lHE AGENCY HAVING JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. 34. CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORKS HOURS. 35. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, VEHICLES. MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE SlREET RIGHT-OF-WAY. JS. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT-OF-WAY SO HE CAN OPEN UP ALL TRAVEL LANES TO 1RAFFIC. SEE SPECIFICATIONS FOR STEEL PLATE REQUIREMENTS. J7. CONTRACTOR SHALL PROTECT IN PLACE EXISTlNG MONITORING WELLS. THIS INCLUDES THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON THE PLANS. THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTALL STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM. J8. A PORTION OF THE PIPELINE CONSTRUCTION IN IRVINE AVENUE IS WITHIN THE LIMITS OF AN ARCHAEOLOGICAL SITE. ALL EXCAVATION AND GRADING WITHIN THE MONITORED AREA (STATION JO+OO TO STATION 47+00) SHALL BE MONITORED FOR ARCHAEOLOGY PER THE PROJECT SPECIFlCATIONS. J9. THE CONTRACTOR SHALL FULLY ENCASE ALL COPPER PIPE (E.G. SERVICES, AIR/VACS ETC.) WITH CLEAN SANO (SEJO MIN) 5• MIN AROUND THE PIPE. CONSTRUCTION NOTES CD £1\ L2\ '49' CUT ANO PLUG EXIST. 8-INCH MAIN PER DETAIL~ \.!J INSTALL 4-INCH C-900 PVC PIPE, CL. 200 PER DETAIL~ ~ CUT EXIST. MAIN A MIN. OF 5-FEET FROM PROPO~ MAIN ® W @ CUT AND PLUG EXIST. 12-INCH MAIN PER DETAI'~ D4 6 : 2 INSTALL 6-INCH C-900 PVC PIPE, CL. 200 PER DETAIL~ ~ @ CONSTRUCT PIPE TRENCH AND ALL EXCAVATION WORK @3) CUT AND PLUG EXIST. 16-INCH MAIN PER DETAIi :~4 6 WITHIN ARCHAEOLOGICAL MONITORING AREA PER PROJECT SPECIFICATIONS. ~ ~ ,,i 4 © INSTALL 8-INCH C-900 PVC PIPE, CL 200 PER DETAIL( D26 j '<!51 CUT AND PLUG EXIST. 18-INCH t.tAIN PER DETAI '>7< (2\ ~ CUT AND PLUG EXIST. 20-INCH MAIN PER DETAl1 1 4 @ INSTALL 12-INCH C-900 PVC PIPE, CL. 200 PER D 2 AIL\ DB/ ~ '-.£V © INSTALL 16-INCH CML&C STEEL PIPE PER DETAIL: DS : -(§} REMOVE AND REPLACE LANDSCAPING IN KIND. (REPLACE GRASS ,.,. ·~ WITH SOD) (j) INSTALL 18-INCH CML&C STEEL PIPE PER DETAIL r. Dz\BS / @ REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE CONCRETE •~ IN KIND. ® INSTALL 24-INCH CML&TW STEEL PIPE PER DETAIL: D2B \/ @ REMOVE AND REPLACE EXIST. STAMPED CONCRETE MEDIAN IN KIND ® INSTALL 30-INCH CML&C STEEL PIPE PER DETAl{D2 6 ; ® REMOVE AND REPLACE EXIST. CONCRETE CURB AND GUTTER ,. '/ IN KIND @ INSTALL 4-~N R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX Q PER DETAI 3 ~ REMOVE AND DISPOSE OF EXIST. GATE VALVE. DB @ REMOVE AND DISPOSE EXIST. TRAFFIC SIGNAL BOX @ INSTALL •-•(!0·· "'"' V,LVE (FLG.,M.J.) AND \Ml.VE '" "°'so REMOVE AND PER DETAIL 3 ~ REPLACE EXIST. CONCRETE WALK IN KIND D8 @ INSTALL BUTT-STRAP CONNECTION TO EXIST. CCP PER DETAI~ @ INSTALL 8-INC R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX ~ ~ PER DETAILLU ~ NOT USED ~ @ REMOVE AND REPLACE EXIST. OCS MONUMENT IN PLACE @ INSTALL 12-INCH R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAILLU @ ABANDON EXIST. FlRE HYDRANT PER PROJECT SPECIFlCATIONS. ~ (3\ @ ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICAITONS. @ INSTALL 16-INCH BUTERFLY VALVE AND VALVE BOX PER DETAIL \!!) ~ 66 (3\ ~ ABANDON IN PLACE EXIST. 6-INCH MAIN @ INSTALL 24-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAI~. D3RB J@?) ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT --=:.::;; SPECIFICATIONS @ INSTALL JO-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAILLU@ ABANDON IN PLACE EXIST. 18-INCH MAIN PER PROJECT /1\ ~ SPECIACATIONS @ INSTALL 4-INCH OUTLET PER DETAIL~ @ ABANDON IN PLACE EXIST. 20-INCH MAIN PER PROJECT SPECIFICATIONS /1\ @ INSTALL 6-INCH OUTLET PER DETAIL\E~/ ~ /1 \ \1jl; INSTALL 8-INCH OUTLET PER DETAIL\ DB / , @ INSTALL 12-INCH OUTLET PER DETAIL(~) @ INSTALL 16-INCH OUTLET PER DETAIL~ @ INSTALL 24-INCH OUTLET PER DETAIL,~ @ INSTALL JO-INCH OUTLET PER DETAIL'~ @ INSTALL 6" D.I. 90" BEND (M.J.) ® @ INSTALL 16" CML&C STEEL 90" SHORT RADIUS BEND INSTALL 18" CML&C STEEL BEND @ @ @ @) @ @ @) @ @ @ @ @ INSTALL 24" CML&TW STEEL 45" BEND NOT USED {NSTALL 24" ~M~TW STEEL TEE (FLG'D) -. NOT USED INSTALL 24"x12" ECCENTRIC REDUCER (FOT) INSTALL 12" D.I. TEE (FLG.xM.J.xM.J.) INSTALL 24"x18" ECCENTRIC REDUCER INSTALL 30"x24" ECCENTRIC REDUCER (FOT) {PExFLG) (FOT) -NOT USED /5\ INSTALL 12-INCH STEEL BULKHEAD PER DETAIL~ INSTALL 16-INCH STEEL BULKHEAD PER DETAIL/ 5 \ ~ INSTALL 24-INCH BLIND FLANGE (CL. 150) INSTALL 24" TEST BULKHEAD PER DETAI@ AFTER COMPLETION OF SUCCESSFUL PRESSURE TEST, INSTALL 24" BUTT STRAP PER DETAIL~ ~ @ INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER C.N.B. STD. DWG. NO. STD-515-L AND DETAIL W @ INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL~@ ~ @ INSTALL LONG BODY STEEL TRANSmON COUPLING WITH STAINLESS STEEL HARDWARE, SMITH BLAIR @ ABANDON IN PLACE EXIST. 24-INCH MAIN PER PROJECT SPECIFICATIONS , ABANDON IN PLACE EXIST. CONCRETE VALVE VAULT. REMOVE EXIST. 18-INCH BUTTERFLY VALVE ANO SALVAGE VALVE TO THE CITY. PLUG ENDS OF EXIST. MAIN WITH CONCRETE. REMOVE EXIST. AIR VENT CANS. REMOVE 24"x36" REINFORCED CONCRETE RISERS. CORE DRILL lHE FLOOR IN SEVERAL PLACES AND FILL THE VAULT WITH 1-SACK SLURRY. CUT 8" VENT PIPING 12• BELOW FINISHED SURFACE AND BACKFILL PIPING WITH 1-SACK SLURRY. BACKFILL VOID CAUSED BY THE REMOVAL OF THE RISERS WITH NATIVE SOIL OR IMPORTED SOIL. REPLACE LANDSCAPING WITH SOD. SEE ABANDONMENT NOTES No. 1 AND No. 2 ABANDON IN PLACE EXIST. CONCRETE VALVE VAULT, EXIST. 4-INCH GATE VALVE, 18-INCH BUTTERFLY VALVE, 18" PIPING AND 18" VICTAULIC COUPLING. REMOVE EXIST. AIR VENT CANS. REMOVE EXISTING MANHOLE RISERS. BACKFILL INSIDE OF THE VAULT WITH 1 SACK SLURRY. CUT 6" VENT PIPING 12" BELOW FINISHED SURFACE AND BACKFILL PIPING WITH 1 SACK SLURRY. BACKFILL VOID CAUSED BY THE REMOVAL OF THE RISERS WITH NATIVE SOIL OR IMPORTED SOIL. REPLACE LANDSCAPING WITH SOD. SEE ABANDONMENT NOTES No. 3 AND No. 4 INSTALL 8" 22-1 /2" D.I. BEND (M.J.xM.J.) INSTALL 6" 90" D.I. BEND (M.J.xM.J.) INSTALL FIRE HYDRANT ASSEMBLY PER C.N.B. STD. DWG. 500-L INSTALL 12" 11-1 / 4' D.I. BEND (M.J.) INSTALL 12" 22-1/2' D.I. BEND (M.J.) INSTALL 12"x6" D.I. TEE INSTALL 2" COPPER TUBING TYPE "K" INSTALL 2" COPPER LONG RADIUS 45" ELBOW SWEAT INSTALL 2" COPPER LONG RADIUS 90" ELBOW SWEAT @ REMOVE AND REPLACE LANDSCAPING IN KIND (REPLACE GRASS WITH SOD) REMOVE AND REPLACE IN KIND CONCRETE CURB AND GUTTER CONNECT TO EXIST. METER INSTALL 2" ANGLE METER OR CURB STOP (REPLACE EXIST. IN-KIND) (SEE NOTE 2) (@) INSTALL STREET LIGHT PULL BOX, EISEL fl~t. PER CNB STD-205-L MARKED "STRffi LIGHT-HIGH VOLTAGE" SPLICE CONDUIT PER CNB STD-205-L USE T&B C-TAPS OF #2D-8 CONNECTORS AND APPROVED TOOL. CONSTRUCT CONDUIT PER CNB STD-205-L ABBREVIATIONS ABAND. A.B. ACP ASPH A.C. APWA AWWA AVE. BC CATV CSG CB C.P. CML&C CML&TW ~ C.N.B. CL. CLR. CONC CCP C CMP CPLG. CF DWG. EA. E ELEC ELEV. EC EXIST. FH FLG. FO FOT G GA. G.B. HVY. HPG HORIZ. IN. I.D. INV. IRR LT. L LF MAX. MIN. M.J. MON M.L.C.C.S.P. N N.T.S. NO. o.c. ocs 0.0. PVMT. PED PL PT. PRC PVC PCC PB R RP RCP RCSCP R.W. RWM REQ'D RT. R/W OR R.O.W. RD SCH. SWR SFM SMH s SPECS. STD. STA. STL. ST. LT. ST. STA. SD SDMH SLPB SQ. T TV THK. TBA TC TS TSPB TYP. VERT. WM w ws ABANDONED AGGREGATE BASE ASBESTOS CONCRETE PIPE ASPHALT ASPHALT CONCRETE AMERICAN PUBLIC WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION AVENUE BEGINNING OF CURVE CABLE TV CASING CATCH BASIN CATHODIC CORROSION PROTECTION CEMENT MORTAR LINED & COATED CEMENT MORTAR LINED & TAPE WRAPPED CENTERLINE CITY OF NEWPORT BEACH CLASS CLEARANCE CONCRETE CONCRETE CYLINDER PIPE CONDUIT CORRUGATED METAL PIPE COUPLING CURB FACE DRAWING EACH EAST OR ELECTRIC ELECTRIC ELEVATION END OF CURVE EXISTING FIRE HYDRANT FLANGED FIBER OPTIC FLAT ON TOP GAS GAUGE GRADE BREAK HEAVY HIGH PRESSURE GAS HORIZONTAL INCHES INSIDE DIAMETER INVERT ELEVATION IRRIGATION LEFT LENGlH LINEAL FEET MAXIMUM MINIMUM MECHANICAL JOINT MONUMENT MORTAR LINED CONCRETE CYLINDER STEEL PIPE NORTH NOT TO SCALE NUMBER ON CENTER ORANGE COUNTY SURVEYOR OUTSIDE DIAMETER PAVEMENT PEDESTAL PLATE POINT POINT OF REVERSE CURVATURE POLYVINYL CHLORIDE (PIPE) PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE PULL BOX RADIUS REDUCED PRESSURE BACKFLOW DEVICE REINFORCED CONCRETE PIPE REINFORCED CONCRETE STEEL CYLINDER PIPE RESILIENT WEDGE RECYCLED WATER METER REQUIRED RIGHT RIGHT OF WAY ROAD SCHEDULE SEWER SEWER FORCE MAIN SEWER MANHOLE SEWER OR SLOPE OR SOUlH SPECIFICATIONS STANDARD STATION STEEL STREET LIGHT STREET STATION STORM DRAIN STORM DRAIN MANHOLE STREET LIGHT PULLBOX SQUARE TANGENT OR TELEPHONE OR lHICKNESS TELEVISION THICK TO BE ABANDONED TOP OF CURB TRAFFIC SIGNAL TRAFFIC SIGNAL PULL BOX TYPICAL VERTICAL WATER METER WATER OR WIDTH OR WEST WATER SERVICE WATER VALVE EMERGENCY TELEPHONE NUMBERS AGENCY ADELPHIA COMMUNICATIONS CONSTRUCTION CLERK COSTA MESA SANITARY DISTRICT UTILITY CLERK COX COMMUNICATIONS ERIC WELSH IRVINE RANCH WATER DISTRICT STEVE HABIGER MESA CONSOLIDATED WAlER UTILITY CLERK SOUTHERN CALIFORNIA EDISON CO. UTILITY CLERK SOUTHERN CALIFORNIA GAS CO. CHARLIE GILBERT PACIFIC BELL KEN DAVIES PHONE NUMBER (714) JJ8-2060 (949) 293-3131 (949) 546-2754 (949) 453-5745 (949) 356-4055 (714) 895-0288 (714) 634-3215 {714) 666-5428 CITY OF NEWPORT BEACH (UTILITIES) (949) 644-3011 (DAY) UTILITY CLERK (949) 644-3717 (NIGHT) UNDERGROUND SERVICE ALERT OPERATOR (800) 422-4133 SYMBOL LEGEND PROPOSED PIPELINE -------------CITY /COUNTY BOUNDARY RIGHT OF WAY CENTERLINE ------------- ----- --• -S-• --• -S-• --SEWER LINE -------W-------WATER LINE -------G--GAS LINE ------E------E--ELECTRIC LINE ------T --------T -TELEPHONE LINE ------TS-------TS-TRAFFIC SIGNAL --------CATV-----CABLE TV LINE -------IRR----IRRIGATION LINE ---SD--STORM DRAIN ------SL------SL-STREET LIGHT LINE --------FO------FIBER OPTIC LINE --·----RW---RECLAIMED WAlER LINE ----• -SFM - • ----SEWER FORCE MAIN --FENCE o a a D D D D D D D GUARD RAIL -+-POWER POLE ~ STREET /TRAFFIC SIGN @ MANHOLE SMH@ SEWER MANHOLE SDMH@ STORM DRAIN l.tANHOLE -IOI-FIRE HYDRANT WM □ METER BOX UB0 UTILITY BOX ICV0 IRRIGATION CONTROL VALVE RP[] REDUCED PRESSURE BACKFLOW DEVICE , GUY WIRE ' s TEST BORING • CORROSION TEST STATION + AIR AND VACUUM RELEASE VALVE ' BLOW OFF ➔ THRUST BLOCK A SECTION CALLOUT ..-. STRffi LIGHT TREE SHRUBBERY ASPHALT PAVEMENT r;:-: '"'.": .~ "7 CONCRETE L:..·...:__;.....J ---8LOCKWALL MO~ORA 0 U MONUMENT x55.o SPOT ELEVATION .,..~--~...... -~ EXIST. CONTOURS A EXIST. UTILITY lj CROSSING {PROFILE) N BUTTERFLY VALVE {PROFlLE) l8j VALVE (PLAN VIEW) ~ GATE VALVE (PROFILE) ------{2'.f-----EXISTING VALVE 413 OR APPROVED EQUAL @ @ INSTALL BUTT-STRAP CONNECTION PER DETAIL 6 D7 @ INSTALL 2" SERVICE AND CONNECT TO ANO PULL NEW CONDUCTORS. INSTALL TRAFFlC SIGNAL PULL BOX NO. 5 WV W.W.M. WELDED WIRE MESH (,"::\--DETAIL NUMBER r.============================::::;, @-SHEET NUMBER INSTALL 2"C W/ 2-DLCS SPLICE DETECTOR LOOP SIGNAL WIRE TO NEW DLC RECORD DRAWINGS ANGLE EXIST. SERVICE PER DETAIL Goa;) These Record Drawings have been prepared based on information @ submitted, In, part, by others. While this information is believed to be 44 INSTALL BLOW OFF ASSEMBLY PER C.N.B. STD. DWG. NO. STD-525-L reliable, Tetra Tech is not responsible for its accuracy, nor for ~ errors or omissions which may hove been incorporated into these PROPOSED PIPELINE CURVE 0 st -~ "' 0 0 N ----- 0 N ::,. "' 0 ~ ~ u N c;, ~ -~ / w "' ti: u 0 0 0 .c 0 " f- 0 L -"' t-N st ,.., I 0 C 0 " w C e f- u "' • • L 0 .0 E 0 , ~ • > <( " C ·5 L ~ w f-<( ~ ~ C ·c • " C ~ C ~ RE-INSTALL 2" SERVICE WITH WATER METER AND RP DEVICE, plans as a result. i: ANGLE POINT C-3412 INSTALL 4• BLIND FLANGE WITH 2-1/2" TAP ON THE GATE --------"T"--------------~=-;-=;;;;;;;;============;;;;;;;=--i~A~PP~R~OV~E~D==..:.!------------------...1.------t VALVE, INSTALL 2-1 /2"x2" INSULATING BUSHING AND PLANS PREPARED BY, w 0 INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. 15241 Laguna canyon Rooo, 'su;te 200 NO. 51 Q-L-A lrv;ne, Coliforn;a 92618 UTILITIES ENGINEER R.C.E. NO. 46214 RE-INSTALL WATER METER PER C.N.B. STD. DWG. NO. 503-L. ~ TE TR A TECH IN C (949) 727-7099 INSTALL ANCHOR BLOCK PER C.N.B. STD. DWG. NO. 510-L-[ (949) 727-7097 FAX t1:-::0-;:/0'l=-t~l1.E=-=-11111\l!:s,:HAitilGES:ESTITO>IRIIMviNE~>l~WE£FP'EIER0POOl'IHOiHolL££7:DAiA:;i;fAAJl 0AT" INSTALL BRICK AND MORTAR PWG. CUT EXIST. MAIN A MIN. DATE BY DESCRIPllON APP'D DF:SIGNED ECJ OF 5-FEET FROM PROPOSED MAIN. DRAWN CHECKED DATE JLR THOYAS L. EPPERSON RCE 36399 DATE REVISIONS TLE 04/02 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT GENERAL. NOTES, ABBREVIATIONS AND SYMBOL LEGEND CITY OF NEWPORT BEACH W-5289-S PUBLIC WORKS DEPARTMENT SHEET G2 OF 52 0 <( 0 V u • L 0 .c e'-~ "- "' "' w "' ::, / "' '? N -\J"l t--,J /~--~ ---J (CJ ' -,:..J ' ' // / 55 45 35 -- --- -0 40 80 10 ST A. 1 0+55.00 11 STA. 11 +OD.OD CONSTRUCT CORROSION TEST STATION PER DETAILt=--::1 ~ RT. 45"00"00" 12 13 14 15 16 17 18 CONNECTION PER DETAIL PR/', , ., v'A.Tc RD . ;,,.,, ; ~· \\ . c,) / x··'--• II\\ ///• ,, - 11\ \~~::°-=----· =~~ \ '\,' _,,· .... ~~ -----_,,,,--- ,,,---·-< ~ . -~- PROTECT IN Pl.ACE OR REMOVE AND REPLACE EXIST. IRRIGATION LINE ---------- REMOVE AND DISPOSE OF INTERFERING PORTIONS OF EXIST. IRRIGATION LINE RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for --1/ 'v,... _,.,./ STA. 17+20.00 40 4 STA. 16+84.99 EC CONSTRUCT 24" WATER MAIN 8 PROTECT IN PIACE EXIST. LANDSCAPING _,...,,.......___,...,-v--"--(SEE NOTE No. 2) STA. 16+15.00 . I)._, ~ 24" DIA MANWAY ffi TO SL REMOVE AND DISPOSE OF EXIST. METER AND METER BOX PLANS PREPARED BY, NOTES; 1. CONTRACTOR SHALL VERIFY THE LOCATION AND CONNECTION POINTS PRIOR TO CONSTRUCTION. DEPTH OF ALL 2. CONTRACTOR SHALL RESTORE IN KIND ANY LANDSCAPING DAMAGED DURING CONSTRUCTION ACTIVITIES. ~~1TL:u: Ca!o: S.~ 1 Suit! ~oo 1---t---+.---------------+---1 Irvine, Colifomio 92618 10/03 n.E RECORD DR/\WINGS (949) 727-7099 55 45 35 SCALE: HORIZ: 1" 40' VERT: 1" 4' 19 CONSTRUCTION NOTES @ INSTALL B-INCH C-900 PVC, CL 200 PER DETAIL>----, @ INSTALL 24-INCH CML&:lW STEEL PIPE PER DETAIL o------, @ INSTALL 8-INCH R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAIL~ ~ Q1} INSTALL 16-INCH BUTTERFLY VALVE ANO VALVE BOX PER DETAILt------, INSTALL 24-INCH BUTTERFLY VALVE ANO VALVE BOX PER DETAIL t----t INSTALL B-INCH OUTLET PER DETAIL 1--1----1 INSTALL 16-INCH OUTLET PER DETAIIL.t--=-::---1 INSTALL 24-INCH BLIND FIANGE (CL. @ INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEM@ PER C.N.B. STD. DWG. No. STD-515-L AND DETAIL 2 DB @ INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL~ D8 @ INSTALL 2" SERVICE AND CONNECT TO EXIST. S CE PER @ CUT AND PLUG EXIST. 8-INCH MAIN PER DETAIL@ CUT EXIST MAIN A MIN. OF 5' FROM PROPOSED ffi DETAIL~ @ CUT AND PLUG EXIST. 16-INCH MAIN PER DETAIL@ @ REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE CONCRETE IN KIND. @ ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS. @ ABANDON IN PIACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS. CURVE DATA t,. R L T @ 53"39'04" 537.00' 502.B4' 271.56' B 4714'48" 503.00' 414.78' 220.00' APPROVED UTILITIES ENGINEER R.C.E. NO. 46214 C-3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT errors or omissions which may hove been incorporated into these plans as o result. (949) 727-7097 FAX 10 ,02 n.E GES TO IRVINE AVF. PER POlHOLE DATA 1 DAT IRVINE AVENUE PLAN AND PROFILE STA. 9+90 TO STA. 19+00 DATE BY DESCRIPTION APP'D DESIGN CD ECJ DRAWN JLR CITY OF NEWPORT BEACH w-5289-s THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED DA TE TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET p 1 OF 52 w N -- CD 0 0 N 0 N "' 0 "' • u i: I 0 ~ ~ -• ~ w ;;: u u □ 0 L u ID f- □ L -w f-/ N ... "' I 0 C u :, w C e f- u " \] w m L ......_ 0 n \]\ E □ , N .,i w > <( w C I / " w f-~ / "' C ·c • m C "' C w D 0 iJ u ~ □ L U1 3' [lJ [L U1 " w U1 => ,;: 40 30 20 19 X INDIAN - --- --0 40 80 20 21 n -7J ----D D .f' (i ~ ~.__---!,~""'"'-- -;-r-· \i::,'=-.. -. CONNECTION- PER DETAIL (~ STA. 2o+o2.oo 4 1 15 15 19 22 '0 12u -'Jj "38'16" E , 23 24 25 23RD STREET HEATHER LANE STA. 22+50.81 ~ LT. 4'00'00" STA. 22+10.01 EC RADIAL N 55'46'55" W ~ RT. 6"25'11" BEGIN RECONSTRUCTION OF EXIST. BIKE TRAIL SEE NOTE No. 2 STA. 22+10.00 44 i 1 u ; \ :1 {~]1-, i r< ; \ v,: ' 77 :.I" ~-\ // NECTION 11'-L.r-' m~~DEI~A~IL"--+---::f:--1 I ' I / < / ' STA. 23+57.00 RECORD DRAWINGS PROTECT IN PLACE OR REMOVE AND REPLACE IN-KIND EXIST. 18" S.D. STA. 24+ 18.01 ~ LT. 11'1500 These Record □rowings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporoted into these plans as a result. 30 50 26 27 ' -+--', STA. 26+ 10.00 CONSTRUCT CORROSION @ TEST STATION PER DETAIL 2 P-,,--..,.-..__,~.,.....~ STA. 25+60.D0 ~ 24" DIA. MANWAY ~ STA. 27+32.34 BC 28 29 NOTES: 60 50 40 SCALE: HORIZ: 1 • 40' VERT: 1 • 4' CONSTRUCTION NOTES © INSTALL 8-INCH C-900 PVC PIPE CL 200 PER DETAIL@ ® INSTALL 24-INCH CMl.&1W STEEL PIPE PER DETAIL@ @ INSTALL 8-INCH R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAILLU ~ @ INSTALL 24-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL@ @ INSTALL 8-INg: OUTLET PER DETAIL@ @) INSTALL BLOW OFF ASSEMBLY PER C.N.B. STD. DWG. No. STD-525-L @ REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE CONCRETE IN KIND. @1) ABANDON EXIST. FIRE HYDRANT PER PROJECT SPECIFICATIONS. @ ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS. @ ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS. 1. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL RECONSTRUCT EXIST. BACK BAY BIKE AND WALKING TRAIL IN THE SAME ALIGNMENT AND GRADE. CONTRACTOR SHALL HAVE THE PORTION OF BIKE PATH IDENTIFIED ON PLANS SURVEYED FOR HORIZONTAL AND VERTICAL ALIGNMENT PRIOR TO REMOVING TRAIL CONTRACTOR SHALL RECONSTRUCT STRUCTURAL CONSTRUCT 24" WATER MAIN 8 SECTION OF TRAIL (4" A.C. OVER 6" A.B.) CONTRACTOR SHALL CONSTRUCT REDWOOD HEADERS WHERE ASPHALT IS ADJACENT TO NATIVE GROUND. CONSTRUCT 2"x4" REDWOOD HEADERS WITH 2"x4"x1'-6" REDWOOD STAKES AT 6' O.C. 0 ® C CURVE DATA D.. R L 4714'48" 503.00' 414.78' 63"43'00" 417.00' 463.73' T 220.00· 3 259.14' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING GUARD POSTS. THE GUARD POSTS ARE REMOVABLE AND THE CONTRACTOR MAY REQUEST THESE POSTS TO BE UNLOCKED SO THAT THEY CAN BE REMOVED DURING CONSTRUCTION ACTIVITIES IN THIS AREA. THE GUARD POSTS MUST BE REINSTALLED BY THE CONTRACTOR AND LOCKED AT THE END OF THE WORK DAY. 4. REPLACE TRAIL/BIKEWAY TO THE SATISFACTION OF THE COUNTY INSPECTOR. ~.'-,.__--"_"--"'-.,A.../'--'-"" C-3412 APPROVED PLANS PREPARED BY IRVINE AVENUE & JAMBOREE ROAD ~~lTL:u: ca!: ~a~ 'suit~ ~a? UTILITIES ENGINEER TRANSMISSION MAIN REPLACEMENT ,-;4;·) il~'.."~·ig 92618 l-1_0_103---+_TlE_~~~R=E=CORD~~DM~Wl=NGS=~=~~---+-----I R.C,E. NO. 46214 IRVINE AVENUE PLAN AND PROFILE (949) 727-7097 FAX 12/02 TLE 3RESPONSE TO COUNTY COMMEITTS STA. 19+00 TO STA. 29+00 l--+------i==:c_-----------+---J.;;;DA;;T~~=~~~==-1--------------.------....j APP'O DESIGNED DRAWN ECJ JLR DATE BY DESCRIPTION W-5289-S CITY OF NEWPORT BEACH CHECKED DATE THOMAS L, EPPERSON RCE 36399 DATE REVISIONS TLE 04 02 PUBLIC WORKS DEPARTMENT S~EET P2 OF 52 '" U1 n - U1 0 0 N 0 N U) 0 "' • "O ~ I N 0 u ~ " • w ID G': "O "O 0 u L u .., ~ -. >- N -.,_ n I u C 0 :, w C 0 ~ >- "O ,,. ID " ~ 0 _Q E 0 , .i " > "' ID C ·, ~ "' w ~ "' C -;c ID " !: "' C w 0 0 SC u "O " ~ 0 L V, 3 (D "- V, "' w V, :::, c.: '\J N I I ----\J1, 10 75 65 55 29 - --- --0 40 80 30 g + 0 I") - 31 32 STA. 31+15.00 15 STA. 31 +12.00 3 BACK BAY BIKE & WALKING TRAIL STA. 31 +96.07 PRC 33 RECONSTRUCT EXIST. 15" SD PER DETAIL 0 C D 34 35 36 ---.......__ -- . 34+ ---------- _,/ ;·_ ! \-:---. ---·-------_______ .-r1' - -L----~-=-----~-,:f' '-~, ------, --,, I --··-~-;-------...._ '-.,. ·-. -=-~~_::_~----:::::_:--'.·--------4 ~ I" N • ···-,' • -------....:_ "•, --~ '·,. ----~ -....J -----..... .:?-~~--'-, '• ~ )( . ~ '-"--------. CONSTRUCT 24" WATER MAIN 8 CURVE DATA !lo R L T 63'43'00" 417.00' 463.73' 259.14' 63"43'00" 503.00' 559.37' 312.58' -----..... '---........ ' (ii '~ -......... ,, ----:::.___, ' -~ ----- ----:~.... ' ,( -"'·," EC U' N 0"38'1 34.5 ' STA. <I RT. N 63'08' 16" E 20.91 47+oo±0 ~ ARCHAEOLOGY MONITORING AREA TO STATION Vl1--------------------------~~..c..==c..c.c'-"='-''-'-'-'-"'-'"'--'-"-'='-'-'-=--"-"-'-'-":.;_;_--'-'--'-=-"-=-=---------------------------; RECORD DRAWINGS PLANS PREPARED BY: ~~lTL:u~ Ca::~~ 'su;t! ~~ Irvine, Colffornio 92618 37 38 75 65 55 SCALE: HORIZ: 1 • 40' VERT: 1" 4' CONSTRUCTION NOTES CONSTRUCT PIPE TRENCH AND ALL EXCAVATION WORK WITHIN ARCHAEOLOGICAL MONITORING AREA PER PROJECT SPECIFICATIONS. ® @ @ INSTALL 24-INCH CML&TW STEEL PIPE PER DETAIL@ INSTALL 24-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL(~ INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY ~ PER C.N.B. STD. DWG. No. STD-515-L AND PER DETAIL~ @ @ @ @ @ INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL@ INSTALL 2" SERVICE AND CONNECT TO EXIST. SERVICE PER DETAIL@ REMOVE AND REPLACE EXIST. 4 • EXPOSED AGGREGATE CONCRETE IN KIND. REMOVE AND DISPOSE EXIST. TRAFFIC SIGNAL BOX @ @ ~ @ ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS INSTALL TRAFFIC SIGNAL PULL BOX NO. 5 INSTALL 2"C W/ 2-DLCs SPLICE DETECTOR LOOP SIGNAL WIRE TO NEW DLC NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 2. ALL WORK, MATERIAL AND EQUIPMENT FOR THE INSTALLATION OF THE TRAFFIC SIGNAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION, STANDARD PLANS AIND STANDARD SPECIFICATIONS DATED JULY, 1999 AND THE SPECIAL PROVISIONS FOR THIS PROJECT. 3. THE TRAFFIC SIGNAL WORK SHALL BE CONSTRUCTED AND THE SIGNALIZED INTERSECTION SHALL REMAIN IN FULL OPERATION DURING THE CONSTRUCTION OF THE PIPE BETWEEN STA. 34+00 AND STA. 40+00. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE THE CONSTRUCTION OF THE NEW TRAFFIC SIGNAL CONDUIT WITH THE CITY'S TRAFFIC ENGINEER. PPROVED C-3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT These Record Drawings have been prepared based on information submitted, In, part, by othel"S. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. (949) 727-7099 1---+---+-.---------------+---I (949) 727-7097 FAX 10/03 TtE RECORD DRAWINGS DAT UTILITIES ENGINEER R.C.E. NO. 46214 IRVINE AVENUE PLAN AND PROFILE STA. 29+00 TO STA. 38+00 DATE BY DESCRIPTION APP'D DESIGNrn ECJ l)l(AWN JLR CITY OF NEWPORT BEACH W-5289-S THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED DATE TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET P3 OF 52 , ' l '° 0 ;; ,- "' 0 0 N 0 N "' 0 "" < u ~ ·, "' 0 0. 0. ~ • ID !!! lC u u 0 u L u >" 0 L -• >- N .. n I u L 0 "' ID C 0 L >- u "' • • -0 L 0 U) .0 E 0 ---, .;i b\ w N > "" w ' '> L UC w !;, "' "' C ·c • • C "' C w 0 0 " u u • L 0 L (/) " (D 0. (/) "' w en ::, ,;: -. ·-- 75 ~ -75 ~ -- - I§ ~ -- I 65 I I 65 i2 e:::,s; 55 55 ----- -· -· -SCALE: HORIZ: 1 • 40' VERT: 1 • 4' 45 46 4 7 48 CONSTRUCTION NOTES (CONT) CONSTRUCTION NOTES lJ.J @ INSTALL 24-INCH CML&lW STEEL PIPE PER DETAIL@ r.i'1 , LD S:2 ..-r@ INSTALL 4-INCH R.W. GA~VE (FLG.xM.J.) AND \.Y INSTALL 4-INCH C-900 PVC PIPE, CL. 200 PER OETAI~ ,.0 c;;. ~ VALVE BOX PER DETAIL 3 @ -~" ~!,Jj D8 @ INSTALL 6-INCH C-900 PVC PIPE, CL 200 PER DETAI 2 S"~,$· -Q ~ {D) INSTALL 6-~R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX D6 :"(" PER DETAI 3 (j\ CONSTRUCT PIPE TRENCH AND ALL EXCAVATION WORK y,_ ,..:. \;:!.I WITHIN ARCHAEOLOGICAL MONITORING AREA PER Q Cl) D8 PROJECT SPECIFICATIONS. 41 JOIN EXIST. 4-W fACP) , ,, -Q @ INSTALL 24-INCH BUTTERFLY Vf.J...VE AND VALVE BOX 38 39 40 41 42 43 44 "' ~ "1"~ --r-__;;J!., J? i/ "ta: ,--JOOI._El!:JSL.___6'.'JLJ ]7 t ~ ( I I I'\ I~-~~ ~ -; ~, J "' ' -~...=::, • .::--;: ~ 0 @ INSTALL 6-INCH OUTLET PER DETAIL D~ ~ '-: ~-J ,.-\ EC'r IN/PJ.ACE / R_ VINE -'"'"' ' ll"W 4 ", \. -. ~~ '. J/; ~ka--:_:.:'~X\ ' ~--.---:: • . "' _;, _ -:--~ , ~ :r@ INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY ffi ~ ~ 8[ ·s ---~fl-~\ , EfciNA ~~"-'-~~~-_, 1,)/' \; '{, : • "C __ -~~ _____ --s • -"o§~ • C , • ,'j' 1 a, FER c.N.a STD. owc. No. STD-515-UIND W'"'\!'9 ~ . J, ~ ";----?fies.____________ ' ~ 0;, 0-/ '(\~,)/ LJ)'\, r:_L~ ---='c-="\ .:__ __ .---~-/--______:_-:,rJ I :0 ~~~I ( -----_ --r------. _.A-__;,.,-----·()'---~ ~-~--,------~ , ' ~. ... ._ ---,._ ~~-@INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL ~ ~ ! :;, -~"l • ~ -l]c~w:, I -~ •; . o ·•. <:, > • [_ ws -\. --t"."~-~ ( _:, ;':= ~_;_~~__;,', --=• -_,'::::---·{~~~~ ~--~ -H • •--~; ~ fJ ti; @ ~'Ji\;,.~ ~mo, cou,-"""" • m f 4J 1' G:i _ --._o M~ ;. 65 1 , ,,.,._TECT 1,. ~ --; , ., "-. -. \ ', ,-, ---1r-------~~ -----.----.--c ~ ..-~=------~ :;i --_u. c.,. N 4J'tiR'.53• E • ~~ Wv ~ LU LU @ INSTALL 2• SERVICE AND CONNECT TO EXIST. SERVICE .J- IJJ (/) -~ / ~-_ _ ------AS,o, _EXIST. •=~ -t ,-___~ " ----, ~---~ __ =-_ .-~ _________ <___ ~ ~--_=_ / ~ ';, -_ -• 4lS.05' / (64 1 Ai --, J: PER DETAIL@ '6. -,..; ,,. •n r , ~ ---,__ -----..c:.__. f--.-------1 . --' ~----= -----------~· ~ 6 --• , V -(G, ~· ~ <-en "- ils_~ ~.-.; .-; ,I'::J ~EZ1I' ~:~ ~ ~ ,, ~ .. _-->_ M~ON ---' ...... ..,. :, -~~~--_/ ·-• ---·· --.-------.... ~-----------------• ~~ -" ---~ • Jo i:,SPI-I ~ ' " -,--; -~ :J D8 ~ <.'"~ ~ _ ,,.ii; r; ---~~ -·_ · , A~F•~• y., i _____ --------, --~ --::.-___,1 ~ .. · , ___ .--// ~ ~ J • -~ ff rH ~K ~ J: LUUJ @ RE-INSTALL 2" SERVICE WITH WATER METER AND RP DEVICE, ~ /f/ -.I ..__ ~~! _ ,.-..____ ~ if-~ ·(P l_o sV '·--___, -~~-. ----,.._----jp-f-------:-: ---___ . -=-----------=:;; ~__;: ~~ __-'<s· 651 ,/~-----------=---~ ____,--• -, -() INSTALL 4" BLIND FLANGE WITH 2-1/2" TAP ON THE FLANGE OF -o r1f ;i:I I r ' .....;,_ ~~~~-------------!£> -65 I ~--' --~ -~ (?, ~~~, -~ --------~--'ll. ~LOCATE 1ST .• METER----.,___J ~-, -n . '_'-X .. ---_ ·--1: -~1---1----_ -,..... .,,,,,L :a::-, • ·:.., ,_ en THE GATE VALVE, INSTALL 2-1/2"x2" INSULATING BUSHING AND 8 () , .. -, ----------~ El-4 ~ ----,, ..____: I ~ ---. _ ---. --'___ ~1--tt--• _ _ -~•,'RP ---\ -'. AND RP EVIC~ ~._.,~ •-• __ :i:.-C----j A-• --.-, ,,,_ -,--<( RE-INSTALL WATER METER PER C.N.B. STD. DWG. NO. 503-L. L ~ ':':/ ...., ~-.;:----c, ~~/.:it>N'::-' --1-_ • rz -' _, :---=---•-' · /' .------;:--c -:Jijii " -/ ---• F }'' / 1 • 1 -=::,, @ ~ ~ -----~ -~ ..,. j . ~ ~-=--/. R~r• ., I~ -~~ \ ' _, "\ -=.-:-4• .16 ·-s----·----1----,---_ •//. 7· '--,Q,,_ ;,; '5J: ~(·., 0 ~{~.,~ -~ • $" ;._ 1551 --' ~ ---=, ,,. ..,_____ ---, _'.:-~--~-, -~; ' ,/1___--------_:__::-_,-.--/ ___ . -r··:.--~~ i ~ .____________---------< @) CUT AND PLUG EXIST. 12-INCH MAIN PER DETAIL ;6 '~ <' ----,..________ _\ ------..:: • • -j ~' ~ ___ 6 --iS' E ,· ,.,...,. -c:::------~-__ , -;. _..-_..-_..-BG-___;;---. ' tJ __ , . ;/.--y ,..._ ........ ,--. Ii:!:!/ REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE : ~.'.;.:"'•,,-E , -,.,,.. c '•--c, ''-'-.~': • -~ --"Cc-o.-•· ,0, °"' f!J';,,, ·.; -g;i r/ -, --:., ,// -N ~;~,:~. , c:~ )O~ ' '-• -• ::?f ~°'/_,,' rnon,l @) =mo,; ~ EXIST. CONCRETt CURB AND GUTTER ] STA. 3B+l0.91 124.0~ _ --,..__ ~-_1 , ~-=:j_____~ • -_ _ -1---.\ __ > '_ 189._1~------~ ___..-___.,,,--(40I4 q STA. 46+45.00 STA. 47+20.05 IN KIND ~ « LT. 22"30'00" @ A 39+30.00 : --------~ --; -_:\ R/W~ 7 ~-~---------, ,-_~ ''. ·-,~ 42+10.00f; / --.• 7 _9~_:;~~ ~A. ~;z2No~31 ,07• W :c L~~~1!!"56'20" W @ REMOVE AND DISPOSE OF EXIST. GATE Vf.J...VE. ~ I 0 40 80 STA. 39+35.00 ~--===--"" "----___ ,' . CON::,11 UCT CORR()S\()N ✓ ,/ , ------/---" _ _;:~~~•"u"' « RT. 22"30'00" @ REMOVE AND REPLACE EXIST. CONCRETE WALK IN KIND _g « LT. 22"30'00" STA. 39+6Qr -.:,.--====----------:'_ ' 1 TEST ' tATION PER__J • 0 ~(-.-~"' ,_..-: .,,---------BEGIN RECONSTRUCTION fu1\ ~ N 18 ·oa'16" E ----------• ......, :-------,_~ --------,. ~--·---DETAILV 2 -\ L_ .----~ h,..,-, ,,. .. ~ __,-'10l17I4~ OF EXIST. BIKE TRAIL ~ ABANDON EXIST. FIRE HYDRANT PER SPECIFICATIONS. w , STA. 39+56.22 -------------------_ c , -r CP-'' , ------":::" 7 F1..lf.NGE w11H 2-112· TAP ,:_ _ csEE NoTE N 2) .Q ~ 21.22' BC RADIAL s 50"20'25" E ----------------------,----J ')~+---'~--------------~1-------µ,tt. FLA GE OF THE GATE Vf.J...VE, INSTALL o. $ ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS. E « RT, 21•31•19• ----------------~-----~----------... ~---------------2-1'/2"><2" INSULATIG)SHING AND RE-INSTALL -'l BACK BAY BIKE ----=-l__'-------------) ----~---==-_::_\-------'--SERVICE PER DETAIL 4 @ ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT "' & WALKING TRAIL \__ , v rib --, D8 ,-----------------~ SPECIFICATIONS. ! _'f-i STA. 42+00. ~3I1_11~Y~) CURVE DATA '94' INSTALL 2·c w/ 2-DLCS ~ 8 CONSTRUCT 24" WATER MAIN ~~-....,......--,r---~---,---1 u l @ SPLICE DETECTOR LOOP SIGNf.J... WIRE TO NEW DLC oc w <-------..1';,c 0 t:, R L T NOT(S· 1 . CONTRACTOR SHALL VERIFY TIHE LOCATION AND DEPTH OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. ARCHAEOLOGY MONITORING AREA TO STATION 30+oo±@ 2. CONTRACTOR SHALL RECONSTRUCT EXIST. BACK BAY BIKE & WALKING TRAIL RECORD DRAWINGS IN THE SAME ALIGNMENT AND GRADE. CONTRACTOR SHALL HAVE THE PORTION OF BIKE PATH IOENTIFIED ON PLANS SURVEYED FOR HORIZONTf.J... AND VERTICf.J... These Record Drawings have been prepared based on information ALIGNMENT PRIOR TO REMOVING TRAIL. CONTRACTOR SHALL RECONSTRUCT submitted, In, port, by others. While this information is believed ta be STRUCTURAL SECTION OF TRAIL (4" A.C. OVER 6" A.B.). CONTRACTOR SHALL reliable, Tetra Tech is not responsible for its accuracy, nor for CONSTRUCT REDWOOD HEADERS WHERE ASPHALT IS ADJACENT NATIVE GROUND. errors or omissions which may have been incorporated into these plans as a result. /j\ CO!STRlJ_CT ~-x4:.__REDWO:>D HEADER _w~ 2"><4"x~'-6" REDWOOD ST~ES AT 6' O.C.l!:::::=======================::!.I \3. REPLACE TRAIL/BIKEWAY. TO THE SATISFACTION OF THE COUNTY INSPECQ '-. ... ->. ... ~ ,._ / .. .,;., ~ -. ~ ... -□R) E 28"00'13" 822.00' 401.76' 204.97' I F 9•49'31" 728.00' 124.84' 62.57' 1';- G 10"33'09" 711.00' 13D.95' 65.66' C-3412 PLANS PREPARED BY, APPROVED o IRVINE AVENUE & JAMBOREE ROAD s, ::1TL~u: ca!: 2~ ~uit~ ~o?1---+-n-E-+-A~ 3 =RRE=sp~o=Ns=E-T=o-c~o-uN=1Y-co-M-M=EN=Ts~--+-----ll -=u11~L=m=Es~E~N~GIN~E=ER~---.,__T_RA_N_S_M_I_S_S_IO_N_tvtAI __ N __ R_E_P_LA_C_E_M_E_N_T _ _.i 'i~4~) i~;".';~·ig 9261B 1-1_2;_0_2+-,-L+/::;::::;,"\=~~=~~=~=-~-I----I R.C.E. NO. 46214 IRVINE AVENUE PLAN AND PROFILE ~ 949) 727-7097 FAX l--1_0;_0_2+-TL_E---1"6'f=1:e.cH_A_NG-ES-TO-IRV-IN_E_A_vE-PE_R_P_o_rH_O_LE-□-AT_At---l;D;A~T'~,--=~~-i--=➔----=S:.:T..:."A.:...3:.:8_;+;_:o:.o:....:.T.:O_:S:.:T:A,:....:48.:..+:..o:o=---.t.'::i App"D DESlGNl:D DRAWN ~ ECJ JLR CITY OF NEWPORT 8EACH W-5289-S w t,-------a•ig_ PUBLIC WORKS DEPARTMENT SHEET P4 OF 52 ;::- DATE BY DESCRIPTION THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKLD TLE DATE ,. 04;02 75 65 55 48 G LIMITS OF BIKE TRIAL RECONSTRUCTION - --- --0 40 80 49 N 15"16'49• E 45.80' STA. 48+51.00 EC RADIAL N 54'23'11" W 1 LT. 20"30'00" END RECONSTRUCTION OF EXISf. BIKE TRAIL SEE NOTE No. 2 50 51 -s 1 SfA. R/W -------~!4,_STR ~ ~STA ~- \_BACK BAY BIKE & WALKING TRAIL 52 53 54 55 56 I -I ----------~,-' . -. ! , ,, r_j.\ -> 57 58 J~:;, / ',, <' / +\ \_/ 75 65 55 SCALE: HORIZ: 1 • 40' VERT: 1• • 4' " 9. ... '? 1 ~-.:"''' ,.111+'-'ss~~~~--1~fru-+--,,===-c~ a·;:t"=f-=-=--=-=---=-=-= &: --_~J~,:~~-~-'----~ ----.;; 12''W ~--;,i'~w - - ✓ . ___ :_ ---- -- 4 PORTIONS OF 8 NOTES: 1. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL RECONSTRUCT EXIST. BACK BAY BIKE & WALKING TRAIL IN THE SAME ALIGNMENT AND GRADE. CONTRACTOR SHALL HAVE THE PORTION OF BIKE PATH IDENTIFIED ON PLANS SURVEYED FOR HORIZONTAL AND VERTICAL ALIGNMENT PRIOR TO REMOVING TRAIL CONTRACTOR SHALL RECONSTRUCT SECTION OF TRAIL (4" A.C. OVER 6" A.B.) CONTRACTOR SHALL CONSTRUCT REDWOOD HEADERS WHERE ASPHALT IS ADJACENT NATIVE GROUND. CONSTRUCT 2"x4" REDWOOD HEADER WITH 2"x4"x1'-6" REDWOOD STAKES AT 6' O.C REPLACE TRAIL/BIKEWAY TO THE SATISFACTION F THE COUNTY INSPECTOR~~ --= N 40"38'26" -L 965.81' + STA. 55+00.00 't_ 24 DIA. ~NWAY ~ "s 6 (- CONSTRUCT 24" WATER MAIN 8 RECORD DRAWINGS STA. 56+68.00 STA 57+90.00 CONSTRUCT CORROSION @ TEST STATION PER DETAIL P-G CURVE DATA fl R L T 1 O" 33'09" 711.00' 130.95' 65.66' " ru ~ u u 0 0 " ... "' I 0 m C ~ u "' ru E 0 ,0 E 0 , These Record Drawings hove been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which moy have been Incorporated into these plans as a result. rt'. w l--------1ti; "' 1--------1 g' 'C ru ru 1-------,,c C-3412 "' C w APPROVED o PLANS PREPARED BY IRVINE AVENUE & JAMBOREE ROAD ~ TETRA TECH, INC 10/03 11.E 1J RECORD DRAWINGS TRANSMISSION MAIN REPLACEMENT ii 16241 Loguno Canyon Rood, su;te 200 l---l----i'=r"R~Es=p=o=Ns""E"'T"'O-CC"'o""uN""TY""""cocoM""M""E""NT"'S---1---1--u-TI-LIT-IE=s-cE=N~Gl~NE=E~R---I---IRVI--N-E--.. -,,1r-N_U_E_P_LAN ___ AN_D __ P_R_O_F_ILE---t} Irvine, Colifornio 92618 12/02 TL[ R.C.E. NO. 46214 I'\¥~ tr) (949) 727-7099 1----1---f=~=~~==--=-="'-~=-=..t----t ,_ (949) 727-7097 FAX l--'-'10.,_10:2:_j_,'.'TL:'::E__j".,~1C~H-AN-G-ES-TO-IRV_1_NE-AV_E_P_E_R_P_oTH_oL_E_DA_I_A-l---~DA~~==~~~=~~---..:S:..l:..'A..:..._48...:..+.:...oo __ li_O.;;.__58"T+_o_o ____ -t;;~ DATE BY DESCRIPTION APP'D DESIGNED ECJ DRAWN JLR CITY OF NEWPORT BEACI I W-5289-S ~ I--..L..-...l..-----------------1""""'"'""--t-nITi""""--; 1---------1:::, -~~~~---=D-,,AT=E REVISIONS CHECKED TLE DATE 04 02 PUBLIC WORKS DEPARTMENT SHEET PS OF 52 , HlOMAS L, EPPERSON RCE 36399 ~ 60 50 58 - -- 59 60 , (? 6 CV 0 I') INTERFER 61 - - 62 -- "s ~ -~-A_:;_n_1 __ ~~~l!~'q~&.-~~~=·~=?::s:='---., / " {J --y ' - - 63 64 3 - 1 CATV PROTECT IN PLACE EXIST. TRAFFIC LOOPS ~-S OF -~---=---~P.:..cz~s;cr,, --~----r ---~--G~-__ .. 4 --\-----=--=--~ ------¼"'--1----7:r + ----~~==~=:::-~=--=---=-=-== --;-=0c~-,,-:::.:. STA. 5;+~1 • , l BACK BAY BIKE £ ~ STA. 62+62.33 ---v· _ u :' BC ,, ,~---'.---PROTECT IN PLACE ~ Dv -> .,(, EXIST. EDISON ___ -- -"flEls:(, POV,IE_R POLE ,..,D -UTILITY BO --- i RT. 3"02'33" &. WALKING TRAIL N 40°38'26" E 965.81' N 43"40'59" E 399.72' GUY WIRE SEE NOTE NO. 2 STA. 61+65.00 4 4 CONSTRUCT 24" WATER MAIN 8 CONSTRUCT CORROSI TEST STATION PER DETAILi-=::;=:,,t, IRVINE AVENUE N 36"20'41" E 59.70' STA. 64+51.00 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. i LT. 45'00'00" - --0 40 80 65 66:::-----... INSTALL 24" CML&lW STEEL TEE (FLG'D) INSTALL BLOW OFF ASSEMBLY PER C.N.B. STD. DWG. NO. STD-525-L CONNECTION PER DETAIL > END CONSTRUCTION -STA. 66+02± JOIN EXIST. 12 ACP CONSTRUCT BURIED INS REDUCER (WEST Of TEE) NG FLANGE KIT ON PER DETAIL LU v 70 60 ------ 50 SCALE: HORIZ: 1 • 40' VERT: 1" 4' CONSTRUCTION NOTES INSTALL 12-INCH C-900 PVC PIPE, CL 200 PER DETAIL@ INSTALL 24-INCH CML&.TW STEEL PIPE PER DETAIL @ INSTALL 12-INCH R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAILLU ~ INSTALL 24-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL @ INSTALL 24-INCH OUTLET PER DETAIL@ INSTALL 24"x12" ECCENTRIC REDUCER (FOT) INSTALL 24-INCH BLIND FLANGE (CL. 150) ffi INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL~ INSTALL 2" SERVICE AND CONNECT TO EXIST. SERVICE PER DETAIL@ INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. NO. 510-L-A INSTALL BRICK AND MORTAR PLUG CUT EXIST. MAIN A MIN. OF 5' FROM PROPOSED MAIN CUT AND PLUG EXIST. 8-INCH MAIN PER DETAIL~ CUT EXIST. MAIN A MIN. OF 5' FROM PROPOSED~ REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE CONCRETE IN KIND. ABANDON EXIST. FIRE HYDRANT PER PROJECT SPECIFICATIONS. ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS. ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS. CURVE DATA ]> VJ 7J I 06j WATER MAIN ® 0 l:,. R L T i STA. 64+97.61 ~ RT. 31'59 07 ~ RT. 49.296' CAP f>ER DETAIL I --------------- / i ,-. STA. 65+57 .80 CONSTRueT BURIED INSULATING FL.AUGE IEll ON 'tW.\IE 24" ® 7°20'18" 1001 .oo· 128.97' 64.58' NOTES; 1. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL NOTIFY MR. JEFF GILBERT WITH SOUTHERN CALIFORNIA EDISON AT (714) 814-3785 TO COORDINATE TEMPORARY SUPPORT OF POWER POLE (POLE #4255692E) AND RELOCATION Of GUY WIRE. C-3412 APPROVED PLANS PREPARED BY IRVINE AVENUE & JAMBOREE ROAD ~~1~~u: ca!:~~ 'sua~ ~o: UTILITIES ENGINEER TRANSMISSION MAIN REPLACEMENT (;~n;) ;if.:>;~9 926'" 1---t---t-.,==--=~~~=~=c..-.ca=,----I R.C.E. NO. 46214 IRVIN[ AVENUE PLAN AND PROFILE (949) 727-7097 FAY-10/02 TI.E 1 CHANGES TO IRI/INE AV£. PER POTHOLE DATA STA. 58+00 TO 66+02± i-:.=:....::::-t---=-F~------------t-----lD~A~~==,;...--,,==.;.l---_;:.;,;,.:_..:.;:..:...:.;:.._.:_:_;:.:.,.:...:==-----1 APP'D DESIGNEDECJ DRAIII-J JLR CITY OF NEWPORT BEACH w-5239-s DATE BY DESCRIPTION CHECKED DATE "' 0 .;; - ITT 0 0 N 0 N ITT 0 "' • TI C: I "' 0 Q. Q. -• w w E TI TI 0 () £ u w 1-- 0 L -w 1-- N ,a-,,, I 0 C 0 :, w C 0 L 1-- u "' ID 1" 0 " E 0 ~ .i w ~ ID C .,, L "' w "' " "' C ·c w w C "' C w D D <( 0 u w L 0 £ V) " "' D. V) "' w V) ::, THOMAS L. EPPERSON RCE 36399 DATE REVISIONS TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET P6 OF 52 '-' t ~. $ . ' " ) 1 -) l , • ' • \J ~ ----1.)1 1',.l 115 105 105 95 100 101 _., 102 103 104 105 106 107 108 109 110 90 80 70 SCALE: HORIZ: 1 • 40' VERT: 1 • "' 4' CONSTRUCTION NOTES @ INSTALL 12-INCH C-900 PVC PIPE, CL 200 PER DETAIL.LU ~ STA 100+90.00 N JQAQU\N H\LLS OR SA · 1)1 1 LIMITS OF EXISTING RUBBERIZED ASPHALT PROTECT IN PLACE EXIST. TSPB PROTECT IN PLACE JAMBOREE ROAD '/ f-·>& CONNECTIONLU PER DETAIL~ @ INSTALL 24-INCH CML&lW STEEL PIPE PER DETAI@ ® INSTALL 30" CML&C STEEL PIPE PER DETAIL ~ ~ @ INSTALL 12-INCH R.W. GATE~ (FLG.xM.J.) D CONNECTION - PER DETAIL ~~f;;i',;,a;~ STAMPED MEDIAN PROTECT IN PLACE -~ EXIST. TRAFFIC LOOPS REMOVE AND REPLA LOOPS DAMAGED. CONSTRUCTION M"lrrun._ / BEGIN CONSTRUCTION A. + . JOIN EXIST. 30" CML&C srra PIPE CONNECTION,__ _ _,_, PER DETAIL ----- -0 40 80 \ l \ IJl \ ~\ ~\ ··~ I I , \ \ \ \\ \ \ \ \ \ \ I ' EXIST. TRAFFIC SIGNAL CONDUIT STA. 102+24.00 BC RADIAL S 51 "27 20 E • RT. 45"00'00" PROTECT IN PLACE EXIST. TRAFFIC LOOPS 14"5- b "' ,n PR8l'E6f IIJ Pl:A6E I & • / 2 T T . -14'1S --3 • ---", . -14 --~ CAIV .~c.c=-··""··~',:;EXIST. WATI; MEIER BOX I' (ABANDONED CONSTRUCT CORROSION TEST STATION PER DETAILW v STA. 105+79.22 PCC NOTES: AND VALVE BOX PER DETAIL 3 DB @ INSTALL 24-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL@ @ INSTALL 12-INCH OUTLET PER DETAIL 1-----1 (@) ABANDON IN PLACE EXIST. 6-INCH MAIN (_§) ABANDON IN PLACE EXIST. 20-INCH MAIN PER PROJECT SPECIFICATIONS 1. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. N 3711'03" E 91.70' EXISf. ft IRUSf BteCI( CONSTRUCT 24" WATER MAIN 8 2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF THE EXISTING 16" HIGH PRESSURE GAS PIPELINE. PROTECT IN PLACE EXIST. TSPB STA. 100+97.15 i LT. 3°40'20" N 40"51 '23" E 17.15' CONSTRUCT 30" WATER PROTECT IN PLACE EXIST. TSPB STA. 101+88.85 • LT. 4 "38'23" REMOVE EXIST. THRUST BLOCK & CONSTRUCT NEW REINFORCED PCC ANCHOR BLOCK (8 CY) MAIN ~~"--"...--.....,,,._,--.J".../-.,,.- RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CURVE DATA I::, R L @ 3'22'07" 6042.00' 355.22' B 4"26'09" 6000.00' 464.53' T 177.66' 232.38' 3. SEE DETAIL 3 ON SHEET D5 FOR ABANDONMENT OF EXIST. VALVE VAULT APPROX. 780' SOUTH OF THE INTERSECTION OF SAN JOAQUIN HILLS ROAD AND JAMBOREE ROAD. THE ABANDONMENT OF THE EXIST. VALVE VAULT SHALL BE DONE COINCIDENTALLY WITH THE CONNECTIONS AT THE INTERSECTION OF JAMBOREE ROAD AND SAN JOAQUIN HILLS ROAD. C-3412 APPR VED PLANS PREPARED BY IRVINE AVENUE & JAMBOREE ROAD ~~,~~.: Ca:: 2,~ 'Suit~ ~o: UTILITIES ENGINEER TRANSMISSION MAIN REPLACEMENT ;;~9·) ~~".';;9 92618 10/03 TlE RECORD DRl,WINGS R.C.E. NO. 46214 JAMBOREE ROAD PLAN AND PROFILE (949) 727-7097 FAX 11/21 TlE TO JANBOREE RD PER POJffOL£ OAT. ~A. 100+80 TO STA. 110+00 1-:___+----F=------------+-➔,D,;;A;,:;T•~,,....=~~,;;,_;=="""--J-l, _________ ..,.. _____ -I APP'D DESIGNED ECJ DRAWN JLR DATE BY DESCRIPTION CIIY OF NEWPORT BEACH W-5289-S THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED DA If TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET P7 OF 52 "' 0 ., ~ "' ,. 0 ' 0 N 0 N "' 0 " ~ u E 0 I 0 0. 0. ~ ~ " • E 0 u 0 u L u • f-- 0 C ~ • f-- N ., n I () .e 0 :, 00 C e f-- u "' • • C 0 .D E 0 , "' • " V C ·, C / "' w " "' "' C ·c " • C "' C w 0 0 <i 0 u " C 0 L "' $' "' Q_ "' "' w "' => ~ 70 60 '' 50 110 0 - ~ T E !:? t - --- --0 40 80 -·-- 111 EXIST. WATER METER BOX (ABANDONED) i 1 i I ml w 20 W [a a:: >' --- 112 113 114 115 116 -✓•. • -1s"s--" l? ·0::, ( • -15"S-'- ASF-'H -+--------+----------------- ··w-- T 16''W ---+ --T _,UL~----T ' L 'i) STA. 110+43. 75 SI PAVEMENT THICKNESS 27" AC& EC/RADIAL S 59'15'36" E ~ LT. 3'24'27" ~ STA. 112+62.00 't_ 24" DIA. MANWAY 16"W E'= ---- 2719'58" E Jl54.47' ' --• -,-J __., -v1, 00 '-<> , -S, "' CONNECTION c __ , o PER DETAIL@ f ' V'. 055' -' \~ STA. 114+10.00 CONSTRUCT CORRSION TEST STATION PER DETAIL~ v CONSTRUCT 24" WATER MAIN 8 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed ta be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ., p -· ' -,_? 117 118 PAVEMENT THICKNESS \ ,/ 33•,cic& ·c ~ I.· .. ·;-;.- e,-=:15! S: STA. 116+12.0D '\ ' I cP. I ...LI' ..... ' - ~ 8""G I I I I ~, ·-------------+ ' I ,c= ,, O!. (/) 'io IC) E FO CURVE DATA. R L T @ 4'26'09" 6000.00' 464.53' 232.38' 119 -- E FO 1. 2. 3. 4. 70 60 -··---- ·------ 50 SCALE: HORIZ: 1" 40' VERT: 1" 4' CONSTRUCTION NOTES ® ® @ @ @) INSTALL 12-INCH C-900 PVC PIPE, CL 200 PER DETAI© INSTALL 24-INCH CML&TW STEEL PIPE PER DETAIL @ INSTALL 12-INCH R.W. GATE VALVE (FLG X MJ) AND VALVE BOX PER DETAIL@ INSTALL 12-INCH OUTLET PER DETAIL@ ABANDON IN PLACE EXIST. 18-INCH MAIN PER PROJECT SPECIFICATIONS @ ABANDON IN PLACE EXIST. 20-INCH MAIN PER PROJECT SPECIFICATIONS @ ABANDON IN PLACE EXIST. 24-INCH MAIN PER PROJECT SPECIFICATIONS @ ABANDON IN PLACE EXIST. CONCRETE VAL\/f. VAULT. REMOVE EXIST. 18-INCH BUTTERFLY VALVE AND SALVAGE VALVE TO THE CrlY. PLUG ENDS OF EXIST. MAIN WITH CONCRETE. REMOVE EXIST. AIR VENT CANS. REMOVE 24 "x36" REINFORCED CONCRETE RISERS. CORE DRILL THE FLOOR IN SE\/f.RAL PLACES AND FILL THE VAULT WITH 1-SACK SLURRY. CUT 8" Ve.NT PIPING 12" BELOW FINISHED SURFACE AND BACKFILL PIPING WITH 1-SACK SLURRY. BACKFILL VOID CAUSED BY THE REMOVAL OF THE RISERS WITH NATIVE SOIL OR IMPORTED SOIL REPLACE LANDSCAPING WITH SOD. SEE ABANDONMENT NOTES No. 1 AND No. 2 ABANDON IN PLACE EXIST. CONCRETE VALVE VAULT, EXIST. 4-INCH GATE VALVE, 18-INCH BUTTERFLY VAL\/f., 18" PIPING AND 18" VICTAUUC COUPLING. REMOVE EXIST. AIR VENT CANS. REMO\/f. EXISTING MANHOUE RISERS. BACKFILL INSIDE OF THE VAULT WITH 1 SACK SLURRY. CUT 6" Ve.NT PIPING 12" BELOW FINISHED SURFACE AND BACKFILL PIPING WITH 1 SACK SLURRY. BACKFILL VOID CAUSED BY THE REMOVAL OF THE RISERS WITH NATIVE SOIL OR IMPORTED SOIL. REPLACE LANDSCAPING WITH SOD. SEE ABANDONMENT NOTES No. 3 AND No. 4 INSTALL FIRE HYDRANT ASSEMBLY PER C.N.B. STD. DWG 500-L ABANDONMENT NOTES: VAULT No. 1 EXISTING REINFORCED CONCRETE VAULT CONSISTS OF THE FOLLOWING: 30" MANHOLE FRAME, COVER AND RISERS; 24"x36" HATCH AND RISERS; 10' SQ. x 8'± HIGH REINFORCED CONCRETE VAULT WITH 8" THICK WALLS AND CEILING; AND 8" VENT PIPING. THE EXISTING PIPING AND APPURTENANCES WITHIN THE VAULT INCLUDE: 18" FLG. BUTTERFLY VALVE; 18" DUCTILE IRON PIPING. A COPY OF THE ORIGINAL CONSTRUCTION PLANS FOR THE VAULT AND ADJACENT PIPING HAS BEEN INCLUDED WITHIN THE SPECIFICATIONS IN APPENDIX E VAULT No. 2 EXISTING REINFORCED CONCRETE VAULT CONSISTS OF THE FOLLOWING: MANHOLE FRAME AND COVER; 5'-o" (WIDE) x 7'-6" (LONG) x 6'-o" HIGH REINFORCED CONCRETE VAULT WITH 10" THICK WALLS AND CEILING (NO CONCRETE FLOOR); AND 6" VENT PIPING. THE EXISTING PIPING AND APPURTENANCES WITHIN THE VAULT INCWDE: 18" FLG. BUTTERFLY VALVE; 18" PIPING; 4" GATE VAL\/f.. A COPY OF THE ORIGINAL CONSTRUCTION PLANS FOR THE VAULT AND ADJACENT PIPING HAS BEEN INCLUDED WITHIN THE SPECIFICATIONS IN APPENDIX E C-3412 APPROVED PLANS PREPARED BY IRVINE AVENUE & JAMBOREE ROAD ~~1TL~u~ Ca::~~ 'su;t~ ~a: TRANSMISSION MAIN REPLACEMENT UTILITIES ENGINEER c;:."9"j ~i~'.'.'~;"/2 " 18 1-1_0fi_03+--n;.;;..-,..=-r"m,imi,i;;iruiia,E'-;;..nt---t JAMBOREE ROAD PLAN AND PROFILE Tl£ :.i: RECORD DRAWINGS R,C,E, NO, 46214 HANGES 10 JAMBOREE RD PER POTHOLE Ill<~ "' 0 " -"' 0 0 N 0 N "' 0 "' 3 'O E 0 ., , N 0 0. 0. -3 ID ID ~ 'O 'O 0 u r " ID I- 0 L -ID I- N -.. "' I u C 0 :, ID C 0 L I- 'O "' ID 1' 0 .0 E 0 , '<l ID ~ ID r ·, L "' w '< 3 "' C ·c ID ID C "' C w 0 0 "' u 'O ID L 0 r (/) 3 CD (949) 727-7097 FAX 11/21 STA. 110+00 TO STA. 119+00 ~+=-4~------____j-~~= ....... ~=+-___;:.:.:..:....:..:~.:.:....:..:..~.:.,.....;:..:..:...:..:.:;__--1:,: Tl£ DA DESIGNED DRAWN CL (/) DAJE BY DESCRIPTION APP'D ECJ JLR CITY OF NEWPORT BEACH W-5289-S "' w (/) THOMAS L EPPERSON RCE 36399 DATE REVISIONS CHECKED DATE TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET P8 OF 52 C, li. , -: ~ i.l' l -· 'f: ti > 1 ) ~ -- l: t 90 80 70 119 120 ---- --0 40 80 121 -.-~ -------~(. ___ .• .::--~:---:..-vo ··w -SL \ \ I I ~ 14 STA: 119+98.22 BC v N 2719'58" E 954.47' 122 .,_ 16 G 10"S ___ FO _ 16"W -- ' ( \ I \ \ \ I \ \ \ \ ', \ STA 122+55.00 \ \ EC/RADIAL N 50"04'55" W • LT 4·0•0• ! I \ I , , I i I I I I \ \ \ ·. \ ' ' \ I 80 16"G 0 E / I , ' ( ' \ ·, 100 123 24""RW B'"G-- -- F<Y 16"W / lJ / (" "-, .. ( \ • '• 124 ASPH "- \ \ I - - I I ' I '· ,, STA. 124+8 .96 EC I 100 120 125 126 CONSTRUCT 24" WATER MAIN ---=-----.: / I ( / ' I " I<) . ..... --s S+A. STA. 128+26.00 s:FA. 128 I 19.90 • LT 45"54'44" -i-' N 5•3a•o4• i::':> 14.00' 128+12.00 1281 Q5.QQ +22.00 (3) 45• 130 120 110 SCALE: HORIZ: 1 • 40' VERT; 1" 4' 129 CONSTRUCTION NOTES INSTALL 24-INCH CML&TW STEEL PIPE PER DETAIL@ INSTALL 24" BUTTERFLY VALVE AND VALVE BOX PER DETAIL@ INSTALL 24"x1B" ECCENTRIC REDUCER (FOT) (PE X FLG) @ INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY ~ PER C.N.B. STD. DWG. NO. STD-515-L AND PER DETAIL~ @ CUT AND PLUG EXIST. 12-INCH MAIN PER DETAI@ CUT AND PLUG EXIST. 18-INCH MAIN PER DETAI@ AIR/vA~c~p=1p= @ INSTALL BUTT-STRAP CONNECTION TO EXIST. CCP PER DETAIL@ REMOVE AND REPLACE EXIST. OCS MONUMENT IN PLACE @ @) (@) ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS. ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS ABANDON IN PLACE EXIST. 18-INCH MAIN PER PROJECT SPECIFICATIONS IN PLACE II~ LOOPS ------- CATV 0 © CURVE DATA /j. R L T 12"35'08" 1169.00' 256.78' 128.91' STA. 122+90.00 CONSTRUCT CORRSION TEST STATION PER DETAIL@ N 51"10"31" E N 35"55'05" E P- 98.70' 266•64' 5 KV STREET LIGHT CONDUIT SEE NOTE No. 4 EXIST. GATE VALVE. STA. 123+53.70 BC/RADIAL N 45"17'44" W • RT 8"47'11" 15 STA. 126+95.00 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF THE EXIST. 16" HIGH PRESSURE GAS PIPELINE. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy. nor for errors or omissions which may have been incorporated into these plans as a result. 41.65° 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF THE HIGH VOLTAGE STREET LIGHT CONDUIT. C-3412 APPROVED PLANS PREPARED BY IRVINE AVENUE & JAMBOREE ROAD :~lTL:u: ca!: ~a~ 'su;t~ ~o: UTILITIES ENGINEER TRANSMISSION MAIN REPLACEMENT l;~;·i· ;;~~;i;g 92618 t--+---+.;;;..-m..a;.--.a;..-..;c=.;a;;.-=-=-==.----..=.l"----1 RC [ NO. 46214 JAMBOREE ROAD PLAN AND PROFILE (949 727-7□97 rAX l-11:_12_,+-ll.E--i==~IWI-GES_10_JAMBOREE ___ RD_PER_POTHO--LE-Ofi_.1: l--~D;A T~E==~~~==-l--..;5t..;_A.;;.....;.1.;.19.:...;.+_;0;_0;_l;_O;_STi,;;_;,;A...;;_T'1..;2;;.8;_+.;.,;;;2;;;;2;_± __ APP'D DESIGNED DRAWN ECJ JLR DATE BY DESCRIPTION W-5289-S CITY OF NEWPORT BEACH TI-IOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED DATE TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET P9 OF 52 "' 0 .:.: co 0 0 N 0 N "' 0 rn • " E 0 ' n 0 Q_ Q_ -3 • w ic u TI 0 u L u " ,... □ L ;; ,... N ~ .,. "' I CJ .S 0 " • C 0 L ,... 'O ct: w -\J ~ 0 ...c " E 0 , '<I '-'\ 0 N ~ 0 C > L "' w ~ 3c rn C ·c 0 0 C rn C w 0 0 .,: u u ID L 0 £ (/) 3c OJ ll. (/) "' w (/) ::, l~. REMOVE AND REPLACE IN KIND 30'± LF OF EXIST. I CURB AND GUTTER (SEE NOTE No. 3) @) REMOVE INTERFERING "'- PORTIONS OF EXIST. 16"W (CCP) INV. 51.9± (15"W)i-------------=-c=-'--c___:_=---cc----'-'c::..:_L_ ____ I -llRVINE-AVENUE ,.. ~-+-+-------+----------------------< J • 1' I <._, 1-+--+-1--+--+--4-+ • r Ill V J,; L..-t--...., - t---i----i----i-r--rt---t-t-,t--r-jr/---tf-t---t-+-t---Hr/--t-+-t-+-t---H'--+-+ C +t-++,i--++-t++-++--11--+-H--+-+-++--,4 ~ 10 (51 0 S= =o:o52ir -~-. ,.. , -a-QJ-::___ :3 CONSTRUCTION NOTES: @ INSTALL 16-INCH CMLc!cC STEEL PIPE PER DETAIL@ ® INSTALL 24-INCH CMLc!clW STEEL PIPE PER DETAIL@ @INSTALL 16-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL .....__.., @ INSTALL 24-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL 1-----t ®) INSTALL 16-INCH OUTLET PER DETAIL LU ~ @ INSTALL 1 5• CMLc!cC 90" SHORT RADIUS BEND @ INSTALL 24-INCH BLIND FLANGE (CL. 150) +I in L ___ ---2"'1T-----\_----~---__ _1-:.:r,::_.,,._ ___ L __ _ 610 .J / @ t ~ EXIST. 16" w (CCP) 6! 6 I EXIST. 12"W (RCSCP) ~ -®~• =-.:: r {17-1/4. O.D.} @ @) TO BE ABANDONED @ INSTALL 24• TEST BULKHEAD PER DETAIL ffi AFTER COMPLETION OF SUCCESSFUL '(EI} ~ PRESSURE TEST, INSTALL 24" BUTT STRAP PER DETAIL'(EI} 1-r--r-1-t-t -----__ __,__ FOR CONTINUATION 11•--I-H-H"t------o;:-----,-"'I SEE SHEET P1 . • -, \_ I r-• ; ' . . . @ c, 411 5121 BEGIN CONSTRU, -., STA 9+96.00 CONSTRUCT 16-INCH AND 24-INCH INSULATING FLANGE KIT AND TEST@ STATION PER DETAIL 3 INV. 51.10 P- .. .. . : 5'± MIN 9 STA. 10+00.00 8 ® PROPOSED 24" STEEL PIPE EXIST CURB AND GUTTER ,; . ,,. ' /f," 9' IRVINE AVENUE NORTH OF SANTIAGO STA. 9+90± @ INSTALL 2" AIR AND VACUUM RELEASE VALVF. ASSEMBLY PER C.N.B. STD. DWG. NO. STD-515-L PER DETAIL[D ~ @ INSTALL CONCRETE THRUST BLOCK {BEARING AREA = 12 SQ.FT.) PER DETAIL C.N.B. STD 510-L-A. @) CUT AND PLUG EXIST. 16-INCH MAIN PER DETAIL @ @) REMOVE AND REPLACE EXIST. CONCRETE CURB AND GUTTER IN KIND @) INSTALL BUTT-STRAP CONNECTION TO EXIST. CCP PER DETAIL@ @ ABAN00N EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS @ ABAN(}ON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS. ROAD NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. 2. ALL BURIED MECHANICAL CONNECTIONS SHALL BE BONDED PER DETAIL 1, SHEET CP-1. BONDS SHALL BE VISUALLY INSPECTED AND TESTED PER SPECIFICATION, SECTION 209-3. 3. EXIST. CURB FACE IS 6" AND EXIST. GUTTER IS 18" CB CONSTRUCTION NOTES: @ INSTALL 12-INCH STEEL BULKHEAD PER DETAIL@ @ CUT AND PLUG EXIST. 12-INCH MAIN PER DETAIL@ 24" STEEL PIPE (CUT TO FIT) I END X LOCATE BEHIND CURB & 24" BUTTERFLY VALVE W/ VALVE ~-,.- CANS PROPOSED 24 "W STEEL PIPE (CMLc!clW) ~iNl' 1- 1<,.;_ ><- 24 "x12" REDUCER --1 (FOT) ~ (/) 0:: 12• STEEL PIPE (CUT TO FIT) LIJ > z ::::, TRANSffiON COUPLING EXIST. NOTES; 1. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE SHUT-DOWN OF ALL MAINS WITH THE CITY. 3. FOR CONSTRUCTION NOTES SEE SHT. G-2 GAVE VALVE {HUB END) CONSTRUCTION STA. 66+02± 24" TEE IRVINE AVENUE ck I I r l I 6'± I I I I I I I I N I I 6 I I I I I I ----'-, IRVINE AVENUE I I @ UNIVERSllY DRIVE STA 66+02± / EB RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accurocy, nor for errors or omissions which may have been incorporated into these plons os o result. I ' I I 55 . ~ ~ I I uJ " I z ~ ~ ... ---~~~~---~---. --·----· -··-·------· ·--i---------------~ -1--. -~ '---- ~~a= -~•-"·••= ----~-_, .. ___ ,--,-. ·----· I S=0.0060 n ,------------ «-•---, .. , Q_ -~] • r-H EXIS a· w 45 =~c-~~~ ----~- SCALE: HORIZ: ,. = 10' VERT: ,· -2· 0 CONSTRUCTION NOTES: © INSTALL 8-INCH C-900 PVC PIPE, CL 200 PER DETAIL@ ® INSTALL 24-INCH CMLc!clW STEEL PIPE PER DETAIL@ @ INSTALL B-INCH R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAIL @ @) INSTALL B-INCH OUTLET PER DETAIL@ {ACP @ INSTALL LONG BODY STEEL TRANSITION COUPLING WITH STAINLESS STEEL HARDWARE, SMITH BLAIR '/:,,. 4 413 OR APPROVED EQUAL. ~ ~ INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. NO. 510-L-A INSTALL ANCHOR BLOCK PER C.N.B. STD. DWG. NO. 510-L-D ED TIE RODS CAP MAI CUT AND PLUG EXIST. 12-INCH MAIN PER DETAIL@ ·Ir\ M v 0 ,!fl REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE CONCRETE IN KIND. PROTECT IN PLACE ~ "' "' + 0 '$ ''ii. (.) 1-!'. 'l" 10 tii 1:5 z 0 -, REMOVE AND REPLACE EXIST. CONCRETE CURB AND GUTTER IN KIND REMOVE AND DISPOSE OF EXIST. GATE VALVE. ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS. 11- w @ INSTALL 8" 22-1/2" D.I. BEND(M.J.xt.4.J.) NOTES: 1 . CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE SHUT-DOWN OF ALL MAINS WITH THE CITY. 3. EXIST. CURB FACE IS 8" AND EXIST. GUTTER IS 24•. 41 JOIN EXIST. 8"W ACP CONSTRI CT 38± L F. s· C-900 I' vc PIPE, l ;;1§12.-~~.!:! :( flN £.--;..,s . - • ~ -------- ~ ;:,= ~\ !~ i \ + 0 0 q ~ 0 If) ' ~ :' ✓ ~ 0 ,~-, q 4·) ,._ ,.. "' 7; I + -0 ..., ~ Cl) ~ ~ ID u 46 >- +I <..:; 10 "' ~ ~ / EXIST. 12-W (RCSCP) ~ TO BE ABANDONED I I I I I 11 (en " 11/~ LU II ><( \: ~? I I i.o ...., N 61"42'21" W ...... u D.. z (.) -(/) It: (.) uJ It: i._...., ~~ ~ tii ox :::. uJ uJ IJ.. It: 0 0 (/) Zz <o '3 ~ (.) 0 D.. 38.0'± LU z -fi: - ~-200 .,----55 __,. ., .........._ ' ...... ... . '~ ~ ....... eo .... oo ~e o· .o 00 ~ 10 (? + Ill -• •0)0 ~~ ,t-Ill gg ~~ 45 /' r;- \~~ 1 L-,---FOR CONTINUATION I SEE SHEET P-1 - PROPOSED 24• STEEL PIPE PROTECT IN PLACE OR REMOVE AND REPLACE EXIST. IRR. LINE \ STA. 1+00.00 s· STA. 13+00.00 24 1 19 "' 0 0 "' '" "' 0 u u 0 0 e -," "' .. "' I 0 C 0 ;s w C !' t- u IY " f' 0 n E 0 , PRIVATE ROAD CONNECTION DETAIL EB 0" >-------11~ STA 13+00.00 >-------11f ·c • • ...-------.c C-3412 m C w APPROVED o PLANS PREPARED BY: IRVINE AVENUE &: JAMBOREE ROAD O ~ ~;:,TL~u: ca!:~~ 'sea~ ~oo l-1_0_/0_3+-1LE--l'=ci4='M-:D-EC_:°-uN-C:=~c=N=::.,..,,.co"'"N""NECll=DN=c----+---I ----,-u"'11:-cuT;:;1Ec;cS-ocE~NG"'1N~E;c;cER;----.__T_R_A_N_S_M_I_S_S_I_O_N __ M_A_I_N_R_E_P_LA_C_E_M_E_N_T----.j Irvine, Coliforni<J 92618 2/03 Tl£ R.C.E. NO. /46211 IRVINE AVE.. (I) i:!:J ;~;=;g:~ FAX 10102 1lE 1cHANGES TO IR\o!NE AV£. PER P01HOLE DATA DATE_ ···-CONNECTION DETAILS f VJ ffi t--------~ DATE BY DESCRIPTION APP"D DESIGNED [CJ DRAWN JLR THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED DATE TLE 04 02 CITY OF NFWrORT BEACH PUBLIC WORKS DEPARTMENT W-5289-S SHEET 01 OF 52 c.- 40 30 SCALE: >--HORIZ: 1" = 10' VERT: 1· = 2' 2 CONSTRUCTION NOTES: © INSTALL 8-INCH C-900 PVC PIPE, CL 200 PER DETAILLD @ @ INSTALL 24-INCH CML&lW STEEL PIPE PER DETAILLD @ (g) INSTALL 8-INCH R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAIL@ @ INSTALL 24-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL@ @) INSTALL 8-INCH OUTLET ~:R DETAIL@ @) INSTALL LONG BODY STEEL TRANSITION COUPLING WITH STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR APPROVED EQUAL @ CUT AND PLUG EXIST. 12-INCH MAIN PER DETAIL~ @ 0 REMOVE AND REPLACE IANDSCAPING IN KIND. (REPLACE GRASS WITH SOD) @ REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE CONCRETE IN KIND. @ REMOVE AND REPLACE EXIST. CONCRETE CURB AND GUTTER IN KIND. @ REMOVE AND DISPOSE OF EXIST. GATE VALVE. @ ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS. r----------1---- EXIST. 8 W (ACP)- PROTECT IN PLACE EXIST. e·w (ACP) (N 73°46'43" W ) ------✓ - -- ...... 0.. g - ;3: 00 ii -Ii • "' 00 ..... (/) . ..., -+8 ..., _____ ~ g z ~ 8" C u NDSCAPED MEDIAN w :ic ~I r---.1-, ', ' ~ I • w , ii < w z 5 !!: GI • ' ' 14 ± ' • 7 Q:'. Q:'. i 1 ➔ CONSTRUCl 62± LF. ,-goo PVC PIPE, CL. ' '---------- s .. _oo . 4· n -- 200 -----. ~ s 0.( I I ' ' RADIAL N 79•25•34• W ' ' 48'± 40 I/ r--- ooo\ 30 \M /' ··-: 0 ,.....-.t q ~~ IO ~ ~'"' .,, 08 + N Ill "' ~ o· ~~ ·"' "'-cxi i;;? 0 I~~ -,·-- ti ~~ 00 Ill ~ N N al gg C) ~~ 3 I r / PROTECT IN PLACE OR REMOVE AND REPLACE EXIST. IRR. LINE I PROPOSED 24" STEEL PIPE N I STA. 3+00.00 STA. 20+02.00 SEE NOTE No. 4 INDIAN SPRING LANE CONNECTION DETAIL STA. 20+02.00 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE SHUT-DOWN OF ALL MAINS WITH THE CITY. 3. EXIST. CURB FACE IS 8" AND EXIST. GUTTER IS 24" (EASTERLY CURB) EXIST. CURB FACE IS s· AND EXIST. GUTTER IS 1 s· (MEDIAN) 4. CONTRACTOR SHALL BE REQUIRED TO PULL JOINlS AND USE SHORT JOINTS TO JOIN THE EXIST. MAIN. EB RECORD DRAWINGS These Record Drawings have been prepared based on Information submitted, In, port, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 35 35 C ONSTRUCT 45± LF. a· C· 900 PVC PIPE, CL. 00 . i;i: w z 1 ~I BACK BAY GI ~- '·-·--- I --------------------------, --' --✓ ' ..__ ' ...__ -'• ~ 25 ,. _n .,....._-25 - [7~ -----~-8 0:. cxi ...... 00 • I KIST. a· w ( ,CP)_j ~ ..,j-e~ r ...... ' 0 ,_;; "" g ""'" . ~ 00 ~e ·o l 00 r--. .l--Ii ...... IOO co ..., I Iii IO -ff +o co ..., ' IO C! ..., + ~ .J ----+-~ e. '" w l[EXIST. ~~ I z ~~ so·s~ ~~ l 0 (/) (/) -:, (/) -",---- ' I ,\------~ J \' ' I I I I I\ \ , , I I I \ I (1ST. S.D. I I I\ I \\ NCTION SCALE: !1 I! I \\._ rRUCTURE HORIZ: 1" = 10' :1 'i I \ I , ___ J __ VERT: , .. = 2' I I '1 I \ IL. -----i----~ I I I I I I I \_ ___ ___ 1 __ --------------~ 4 CONSTRUCTION NOTES: © INSTALL 8-INCH C-900 PVC PIPE, CL 200 PER DETAIL@ @ INSTALL 24-INCH CML&TW STEEL PIPE PER DETAIL@ @ INSTALL 8-INCH R.W. GATE VALVE (FLG.KM.J.) AND VALVE BOX PER DETAIL@ @) INSTALL 8-INCH OUTLET PER DETAIL@ @) INSTALL LONG BODY STEEL TRANSITION COUPLING WITH STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR APPROVED EQUAL 4 JOIN EXIST. s·w ACP) INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. ND. 510-L-A ~ @ CUT AND PLUG EXIST. 12-INCH MAIN PER DETAIL~ @ REMOVE AND REPLACE EXIST. 4" EXPOSED AGGREGATE CONCRETE IN KIND. ® REMOVE AND REPLACE EXIST. CONCRETE CURB AND GUTTER IN KIND. @ REMOVE AND DISPOSE OF EXIST. GATE VALVE @ ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS. @ ABANDON IN PLACE EXIST. 12-INCH MAIN PER PROJECT SPECIFICATIONS. @ INSTALL FIRE HYDRANT ASSEMBLY PER C.N.B. STD. DWG. 500-L NOTES: 1. CONTRACTOR SHALL FlELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. . ~2 tr ::::!~ ~ -~ j IO I EXIST. 12"W {RCSCP) ill TO BE ABANDONED w z -~ - I I I I I L !, I \' 'I I I\ /I I ,vr--------{ '-<--------.. \ EXIST. GUARD POST LIMITS OF CONCRETE DRIVE WAY----, REMOVE AND DISPOSE INTERFERING PORTIONS ~ OF e·w ----~ i,, ~y ~ 0:: IL 0 a z (/) <(Z 0 5 I;;: Oo Q.. .,; _., LIMITS OF TRAIL 2. CONTRACTOR SHALL COORDINATE SHUT-DOWN OF ALL MAINS WITH THE CITY. 3. EXIST. CURB FACE IS a• AND EXIST. GUTTER IS 24". 23RD STREET CONNECTION DETAIL 2 STA. 23+57.00 PWIS PREPARED BY, APPROVED ,_....._, TETRA TECH, IN 5 r \ I I I I I <O ... "' 0 0 N PROPOSED 24" STEEL PIPE STA. 23+ 70.00 a, ,n 0 STA. 5+00.00 STA. 23+57.00 O:'. PROTECT IN PLACE OR REMOVE r AND REPLACE EXIST. IRR. LINE ! N ... ., BACK BAY BIKE AND WALKING TRAIL <', SEE SHEET P-2 FOR LIMITS OF REMOVAL AND REPLACEMENT .e 0 " -0 "' "' ,________~ 3 1-------t.§ • • >-------11.e "' c5 C-3412 IRVINE AVENUE & JAMBOREE ROAD 0 c'i 16241 Laguna Canyon Road, Suite 200 1--+---t--------------t---f Irvine, California 9261 B UTILITIES ENGINEER ~ -- TRANSMISSION MAIN REPLACEMENT " •-------------------11'□ (949) 727-7099 '---' (949) 727-7097 fi,;t. THOMAS L. EPPERSON RCE 36399 DATE DATE BY DESCRIPTION REVISIONS R.C.E. NO. 46214 IRVINE AVE. OS APP'D DESIGNED ECJ DRAWN JLR CHECKED DATE TLE 04 02 CONNECTION DETAILS ~ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5289-S u, O" w ---------·~ SHEET D2 OF 52 <:'. I ' I l . 65 55 ' ----------~ ----~-- ---1 -..s. PROPOSl D CATCH BA EXIS . 15"SD (RC ") -~--' ' /\ v_ ~ 0.00501_ _ ~,., ' -, 5± L. . 15"SD (RCP), D 1500 AS NI ~ESSARY ' ' . ... ... ~~ ~-",." ~" -, "" --,...... ' ' IN\ - - ,... ~ ... ~ ~ J • 7 /-/' "-/ \ J r . --, '<_) ,... -- I I ,.. c--' ---- ~ ----.. ------ - 0 0 ~ "' > z Rrw • ,... ,-. --- _o / --------, --------- REM 50± L.F. ~-- - ~ .___ -------' --,_ --.___ .___ s .. O.Q.320 \IE AND REF OF 15" RCP \ I \ I \ --- ----------' ------' .ACE D-1500 REM"',r L REPLACE IN KIND EXIST~CdNCRETE CURB AND GUTTER \ REMOVE AND REPLAC~- EXIST. CATCH BASIW I INSTALL CATCH ~lf':1-fiER C.N.8. STD D~./~O. 305-L L=10' H=1"' .J ....... I r ' --..... .......... .......... ~ / :co TH OF -----PRI ----.___ ----------------.___ ----- -H ... CJ> !!?, ~ \ --~"---- ' RECORD DRAWINGS These Record Drowings have been prepared based on information submitted, In, part, by others. While this information is believed to be relioble, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporoted into these plons as a result. i ·, I I i ; ' ' • ' i ' ..._ -........ e..i,tsr '~ ~,?_,..-ic~ '~~ - TRACTORS~ '-LL VERIFY LOCATION } ~D DEPTH THE CONNEC noN POINT lR TO CONS RUCTION --------------------,_(s.., ------ ~.i;180J ' -- " ----- ' ' -- PROFILE SCALE: 1"=10' ~ --- +-I I i-t' o.,.. i ........_,c,,.o-I ---.:. ' ... .......... .......... , ------· ·"···--·" • " " " " -~-- I \ --...,_ .......... --··-... 1ST. 15 SD (RCP) -------------------------------------------------~ ' --------·, ------------.___ -------.___ --------------------- PLANS PREPARED BY: ~~1TL:u~ ca:: ;oo~ ~uit~ ~oo Irvine, Colifornio 92618 -....._ '\ " \ ~ . V \ I l I --.___ -------------------~ ----------f.>. ,._ r PROTECT-IN EXIST. INLET I I I I , . I I . I .,, PLACE ---'-- SCALE: HORIZ: 1· = 1 o· VERf: 1· = 2' APPROVED UTILITIES ENGINEER R.C.E. NO. 16211 (949) 727-7099 l--+---+--------------+---1 (949) 727-7097 FAX DATE DATE BY DESCRIPTION APP'□ OESIGNED ECJ DRAWN JLR THOMAS L EPPERSON RCE 36399 DATE REVISIONS CHECKED DATE TLE 04 02 C-3412 IRVINE AVENUE &: JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT IRVINE AVE. -MODIFICATION TO EXIST. 15• S.D. & CATCH BASIN CITY OF NEWPORT BEACH W-5289-S PUBLIC WORKS DEPARTMENT SHEET 03 OF 52 ~ N ~ ~ "' 0 0 N 0 N "' 0 "' • "' "' 0 ~ u -• a 0 ~ "' "' 0 u .c 0 w I- 0 L • I- N .... "' I u C 0 "' ro C E I- "' O'. • • L 0 D E 0 ~ oll I • > <( • C ~ O'. w I-~ "' C 'C • • C "' C w D D <t u "' • L 0 .c (/) " ill 0- (/) "' w (/) "' ,;- EXIST. 20"W (M.L. .C.S.P.) _ _{TO BE ABANDON ) ' ' + I IO I l : I. ... -t-.. ---J:! ·' ~ MIN JrF''--'- ------- -·- CAN ---··r CAW-------Ci ...._ __ ---- ,., ,,,-- 1 ' ' N 46"29'20• W "' N 43'30'40• E I ' I I 16 5 (CML&C STEEL PIPE) --3o"w ·------. ·-·-tr'. =·=·=== 4 [ PROTECT IN PLACE EXIST. 30-W rt-~~i-~. -""=---=--=---=---------------,----------,. ·----------- 1..,., --------~s~~~, =--30"WI.---. -~u~~~~~-~~uG-~R-~ETAIL(;) ---- EXIST. 6"W -•. _ J (TO BE ABANDONED) ·----.• @ @ @ & @ @ @ @ @ @ @ @ CONSTRUCTION NOTES INSTALL 6-INCH C-900 PVC PIPE, CL 200 PER DETAIL@ INSTALL 12-INCH C-900 PVC PIPE, CL 200 PER DETAI' ~ "@ INSTALL 30-INCH CML&C STEEL PIPE PER DETAIL@ INSTALL 6" R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAIL@ INSTALL 126~0 R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAIL 3 DB INSTALL 30-INCH BUTTERFLY VALVE AND VALVE BOX PER DETAIL@ INSTALL 6-INCH OUTLET PER DETAIL@ DB INSTALL 12-INCH OUTLET PER DETAIL@ INSTALL 6" D.I. 90-BEND (M.J.) INSTALL 2• AIR AND VACUUM RELEASE VALVE ASSEMBLY PER C.N.B. STD. DWG. NO. STD-515-L AND DETAI@ INSTALL LONG BODY STEEL TRANSmON COUPLING WITH STAINLESS STEEL HARDWARE, SMITH BLAIR 413 OR APPROVED EQUAL INSTALL BUTT-STRAP CONNECTION PER DETAIL@ INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. NO. 510-L-A CUT AND PLUG EXIST. 20-INCH MAIN PER DETAIL@ REMOVE AND REPLACE EXIST. STAMPED CONCRETE MEDIAN IN KIND REMOVE AND DISPOSE OF EXIST. GATE VALVE. ABANDON IN PLACE EXIST. 6-INCH MAIN ABANDON IN PLACE EXIST. 20-INCH MAIN PER PROJECT SPECIFICATIONS. NOTE: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. 2. PROPOSED 6" CONNECTION IS IN CLOSE PROXIMl1Y TO EXIST, ELECTRICAL CONDUIT. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXIST. FACILl1Y. 3. EXISTING CURB FACE IS 6". 4. ALL BURIED MECHANICAL CONNECTION SHALL BE BONDED PER DETAIL 1, ON SHEET CP-1. BONDS SHALL BE VISUALLY INSPECTED AND TESIED PER SPECIFICATIONS, SECTION 209-3. 5. CONTRACTOR SHALL BE REQUIRED TO PULL JOINTS AND USE SHORT JOINTS TO JOIN THE EXISTING MAIN HORIZONTALLY AND VERTICALLY -3 PROTECT IN PLACE J - EXIST. e·w-3 ~ -~--REM o• • ~~~...____ 3 ~ EXIST. 30 ---------(CMlc!cC-~L PIPE) -------------~~~~N EXlST ::,p~ J::E:..C:~ ---. 3 -6"W -·-. __ 66 12" WATER CONN;TjON AT JAMBOREE ROAD AND SAN JOAQUIN HILLS ROAD 6. CONTRACTOR SHALL COORDINATE SHUTDOWN OF ALL MAINS WITH THE CITY. 1 « LT 3"40 2 N 49"8'37" W SCALE: 1" = 5' 6"13'52" 9 E) . ±) : /,, \ PROTECT IN PLACE \ / ' EXIST. ELEC. DtlCT '--~ (6_:;;5"C) \ I .,..-·< 1 JOIN EXIST. 30-W \ \ I V• (CML&C STEEL PIPE) \ I (__J --= [---r-4\...-·· _-__ ...,_ ------~· -----icrr --E----E N 55"22'29" W PROTECT IN PLACE EXIST. 30"W (CML&C STEEL PIPE) (N 55"22'29" W) JAMBOREE ROAD SAN JOAQUIN HILLS ROAD CONNE~~~~~= ~ETAIL ED --E ® ® @ @ @ @ @ @ @ CONSTRUCTION NOTES INSTALL 24-INCH CML&TW STEEL PIPE PER DETAIL@ INSTALL 30-INCH CML&C STEEL PIPE PER DETAIL@ INSTALL 24-INCH BUTTERFLY VALVE BOX PER DETAIL@ INSTALL 30-INCH OUTLET PER DETAIL@ DB INSTALL 3o•x24• ECCENTRIC REDUCER (FOT) INSTALL BUTT -STRAP CONNECTION PER DETAIL@ INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. NO. 510-L-A ABANDON EXIST. VALVE IN PLACE PER PROJECT SPECIFICATIONS ABANDON IN PLACE EXIST. 6-INCH MAIN NOTE: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE SHUTDOWN OF ALL MAINS WITH THE CITY. RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In. part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 95 / ' ? EXIST. 12 • W (ACP)- ~ 2 CONSTRUCTION NOTES INSTALL 12-INCH C-900 PVC PIPE, CL. 200 PER DETAIL(z'\ \EV INSTALL 12-INCH R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAIL@ INSTALL 1 2-INCH OUTLET PER DiETAIL@ INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER C.N.B. STD. DWG. NO. STD-515-L AND DETAl'(z"'\ ~ INSTALL LONG BODY STEEL TRANSITION COUPLING WITH STAINLESS STEEL HARDWARE, SMITH BLAIR 41 OR APPROVED EQUAL ."' 85 1 : .-I / : I ' ' \ @ INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. NO. 510-L-A. Ill ill I I ' CONST~ ilCT 71.0± 12· C-900 PVC PIPE, - -' V ~ - \( . HED SUR~ ~ §. iS1. FINIS ---}...... __ ~------1---- --- , ' / . _, -----'" ----/ ' ,,> < I / r-X1 >i; I \1,, ,~ " " ,- __........~ 'L .. ,.. ,. "'~ ( ' v '\_ ' / , ' & , ' & I'\ I, :x x-.,..-* -~--➔ ,·---x-. --:x "\' ' ,-1 / A. ' , , '/ I '\,I;~ _, •. -~ I ~ ii.?':-: ·1 ,· . . .,, I l..i \ ./ -~. "';-f"' ' • '>. : . .•_' \ u>~ \ ~ 0 8 0 r:: ~ -H + ;i: U) --.. 1 .. ~ CJ) g ,., . -H ~ 1 --( . Ill g r;:-(!) --...... ~g~ -- '-- ' ,, ,, <5''},. '<I" ' ' -• . ~ /' ~-.. 885.+ ,_ A ---x ~ I '\ s .. o. -136 , '\ ) < ./ ~ REMOVE AND REPLACE EXIST. CURB IN KIN N 56"15'39" W 70'± ' ' REMOVE E)l(IST. THRUST B~OCK -:x @) INSTALL ANCHOR BLOCK PER C.N.B. STD. DWG. ~ ....,11~ ..: 111 ,.__,, .-u -l+--1-1-, -=ctq.. EMOVE E)l:. IST. PIPE AN,FlmNG AS REQUllfD O THE N REST JOINT , ' NO. 510-L-D. @ CUT AND PWG EXIST. 20-INCH MAIN PER DETAILLD \EV 0 REMOVE AND REPLACE LANDSCAPING IN KIND. (REPLACE GRASS WITH SOD) @ REMOVE AND DISPOSE OF EXIST. GATE VALVE. @ INSTALL 12" 11-1/4" D.I. BEND (M.J.) NOTE: 1. CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE SHUTDOWN OF ALL MAINS WITH THE Cl1Y. I liJ 111 111 I I !!' C, t.,..,..... • ' ROTECT IN XIST. FH I ~ i PLAtjE I L.F. CL. 200 0 "' Iii cS ~Q: -, r ---i.-------, -v-_, I ~ 1( I ':, ' /, r1:i ,&,, --~ ~,.,~ ~~ "k; ~ ~ 11\~.'o-, ' r.S-.0140 ¾ .~ ", . . .• ,. .. L.· ... ~ '~ 11 \! Ix'. ~ • . J; ' ' /"' ::.~ ·-t;'.' l:~-:1 / . . . 0 0 ' 9 IO r . till s + N~ -0 4'~ CJ) -rr :l ...... o 0 ♦N o· <'I -00 ~ -. ,... ~~ o+ ...... 9 U) I') ,., --i5ii --gg ~~ SCALE: HORIZ: ,. = 10' VERT: 1· == 2' LANDSCAPED MEDIAN c,o --11--E ----al-+-h~ 1 \ l I\ i<\ JAf BOREE \ 0 0 D If. ' \ j \ 95 85 ROPOSED 24" EEL PIPE --E "' 0 0 N ,n 0 N ... n I u C C ::s 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINl1Y OF THE EXISTING 16" HIGH PRESSURE GAS PIPELINE. 12" WATER CONNECTION WITHIN JAMBOREE ROAD O' L------'~ 3 L-----..lg' SCALE: 1" = 1 o• PLANS PREPARED BY: ~~1T~u: Co:: ~o~ 'suit! ~00 Irvine, California 92618 10/03 TlE RECORD DRAWINGS (949l 727-7099 • t~;-;t-=-:~~wii~roJw.iiioiiiERilP!llPOTHOLEOOt-----1 (949 727-7097 FAX ll/2l 1lE TO JAI.IIIOREE RD PER POTHOLE DAI DATE ·c w .__ ____ .. ~ C-3412 IRVINE AVENUE & JAMBOREE ROAD en C w C, 0 i'\ TRANSMISSION MAIN REPLACEMENT " -------1--------------------"~ UIIIIIIISI-NGINH_R c R.C.L NO. 46214 JAMBOREE ROAD ;jj CONNECTION DETAILS ~ DATE BY DESCRIPll ON APP"D DESIGNED ECJ DRAWN JLR CITY OF Nl:..WPORI BEACH W-5289-S "' O' w 1-------t!g THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED TLE DATE 04 02 PUBLIC WORKS DEPARTMENT SHEET D4 OF 52 ,;.: ' I r / .... I f--55 ) ' - / / ~ 45 " -~ ~ l V ...__-...... r SCALE: HORIZ: 1 " = 1 0' VERT: 1" = 2' '-' \.. . / RWM 2 - ~ <D - w _J V) ~ I ,- ' ' w _J ~ (/) 'ix:, - ~ ,- 0 IL co - w ' INSTALL ~PROX. 50 !![: OF STRE_. I UGH CON1'IT t- w~IL~ 31~-r I _J STA. 2+00.00 12 STA. 116+ 12.00 (24 ") ,,;.1 V'C:7 w -H • co I "' ' ' 0 IL "' -,- ,- ' I I I I I I : C I I I i I 10 I I i;., 1' ,- i I • I I : I I I X - / Co 0 ..,. N~ 0 ..,. "' ct l ~ -· ! • C. (/) m> ~ cl: ~~ @ 90 BIG CANYON PUMP STATION i REMOVE AND REPLACE EXIST. SIDEWALK IN KIND RtOVE INTER ING PORTIONS I 0 STEET LIGHT CONDUIT INSTALL DI -~UG 46 ( I I 45 ' .. A . . / -- ' I • 3 CONSTRUCTION NOTES: @ INSTALL 12-INCH C-900 PVC PIPE, CL. 200 PER DETAIL@ @ INSTALL 12-INCH R.W. GATE VALVE (FLG.xM.J.} AND VALVE BOX PER DETAILt::::u ~ @ INSTALL 12-INCH OUTLET PER DETAIL@ @ INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG, NO. 510-L-A @ INSTALL ANCHOR BLOCK PER C.N,B. STD. DWG. NO. 510-L-D REMOVE AND REPLACE EXIST. CONCRETE CURB AND GUTTER IN KIND @ INSTALL FIRE HYDRANT ASSEMBLY PER C.N.B. STD. DWG. 500-L @ INSTALL 12" 22-1/2" D.I. BEND (M.J.) @ INSTALL 12"x6" D.I. TEE @ INSTALL STREET LIGHT PULL BOX, EISEL #~f, PER CNB STD-205-L MARKED "STREET LIGHT-HIGH VOLTAGE" ® SPLICE CONDUIT PER CNB STD-205-L. USE T&:B C-TAPS OF #2D-8 CONNECTORS AND APPROVED TOOL. @ CONSTRUCT CONDUIT PER CNB STD-205-L AND PULL NEW CONDUCTORS. RECORD DRAWINGS BIG CANYON PS CONNECTION These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CONNECTION 1 SCALE: 1" - 1 O' liW- d,-E SHE AlffVAC I 1 61 JOIN EXIST. 1 8 CC '· I / r---~\ r ., I •,,J,;_~ r \ I .'\-·~ L"--/ \ ,-REMOVE MH, VAc. --E-- It_ JAMBOREE EXIST. ABAN. 18" PIPE EXIST 1 " PIPE • EXIST. 18"W (CCP) CONCR'N~D (rO BE ABANDONED) --' ---lil \ 18"W ---~~~~~~~* ·o:, CONSTRUCTION NOTES: {z) INSTALL 18-INCH CML&C STEEL PIPE PER DETAIL i--:=--i @ INSTALL 24-INCH CML&TW STEEL PIPE PER DETA1L1----.1 @ INSTALL 18" CML&C STEEL BEND @ INSTALL 24" CML&1W STEEL 45" BEND 'T : PROTECT IN PLACE J EXIST. 18"W (CCP} -H PROTECT IN PLACE o, ' , )f>..;,V \!"8 0 ' I I I @ INSTALL 24"x18" ECCENTRIC REDUCER (FOT) @ CUT AND PLUG EXIST. 18-INCH MAIN PER DETAI@ © INSTALL BUTT-STRAP CONNECTION TO EXIST. CCP EXIST. VALVE VAULT - , I : I ' CUT AND PLUG ~XI. MAIN PER DETAI 4 6 I REMOVE DEIST. ®-----m JAMBOREE ROAD EASTBLUFF ROAD CONNECTION DETAIL SCALE: 1" - 1 o• ""' / ABANDON IN PLACE "( EXIST. 20"W (CCP) EXISTING MEDIAN CURB FACE ABANDON IN PLACE EXIST. GATE VALVE ABANDON IN PLACE • EXIST. 8"W (Cl) ~ t ·02 I ~ I I I I 0 N PROTECT IN PLACE ~ ! EXIST. 30-W (CML&C} ~ WELDED ON SUP-ON Fl.ANGE AND INSTALL 20" BLIND FLANGE ON EXISTING PIPE ;;: b ,..., PER DETAILrs) ~ NOTES: 1. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF CONNECTION POINT PRIOR TO CONSTRUCTION. 2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINllY OF THE EXISTING 16" HIGH PRESSURE GAS PIPELINE w w w EXISTING CURB FACE, ' w -l BLIND Fl.ANGE 8" OUTLET GA'fE VAL11E ,A_4~-~,~+'~~c~~~~=~~~-~~~-~-~ ~ l---t-r REMOVE EXIST. 20" PIPIN VICTAUUC COUPLING ANfr 20• BUTlERFLV VAL';[ ? 0 ,..., I-30" w PROTECT IN PLACE EXIST. VALVE VAULT PRO CT IN PLACE EXI . 30"W (CML&C) INSTALL 20• BLIND FlANGE ON EXISTING 20" OUTLET NOTES: 1. THE EXIST. VALVE VAULT IS APPROX. 780' SOUTH OF THE INTERSECTION OF SAN JOAQUIN HILLS ROAD AND JAMBOREE ROAD 2. THE ABANDONMENT OF THE EXIST. VALVE VAULT SHALL BE DONE COINCIDENTALLY WITH THE CONNECTIONS AT THE INTERSECTION OF JAMBOREE ROAD AND SAN JOAQUIN HILLS ROAD. VALVE ABANDONMENT SCALE: 1" = 5' w 3 ~ I ' ' C-3412 APPROVED PLANS PREPARED BY IRVINE AVENUE &: JAMBOREE ROAD ::,TL~u~ Ca~yo: ?.~ 'Suit! ~OO UTILJTIES ENGINEER TRANSMISSION MAIN REPLACEMENT ln,ine, Colifomto 92618 10/03 TL.E 4 RECORD DAAWINGS R.C.E. NO. 46214 JAMBOREE ROAD (949) 121-7099 1---+--n~=.--...--==aa=-....,=-==.-..-...t-----1 (949) 727-7097 FAX 1-1...:.1:_:/2:_1.j._:TLE=.-F~HANGES--ro-JAM_eo_REE __ RO_PER __ POIHOLE ___ DA_r.+--~oA~T~'!"""=~~~=--l~----C;;.O,;;.;.N;.;,N,;.;E;;.C;;.Tl.;.;.;;O;.;.N.;_D:,:E~IAl;..:.;L;;_ ___ _ DFSIGNED ORA WN APP'U E CJ J LR DATE BY DESCRIPTION CITY OF NEWPORT BEACH W-5289-S THOMAS L EPPERSON RCE 36399 DATE REVISIONS CHECKED DATE TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET 05 OF 52 " .. --"' 0 0 N '-' '" "' 0 m ~ u " ~ 0 f-~ " • Ll: u u 0 (J £ u • f- ~ ~ • f- N .,_ .., I " C ·o "' " C 0 C f- u 0- • '\:J • C 0 D \.71 E 0 , --"' ~ • )1..) > <( • C ·~ 0-w '.: ,.,. ~ s C V • C ·.,. C w / 0 0 <( 0 u ~ 0 £ <fl " rn Q_ <fl "' w <fl ::, G: LIMITS OF 1-1/2" GRIND &: 1-1/2" FINAL PAVING CAP SEE NOTES 1 AND 2 I nl'.&. TION OF" SECOND SAWCUT I nf'"TlnN n,:- ORIGINAL SAWCUT TRENCH WIDTH + 24" 12· n ..__ 12· r /SAWCUT &: TACK COAT (lYP.) _/""1-1/2" GRIND (lYP.) SEE NOTE 9. r EXIST. A.C. PAVEMENT REPIACE ~C. NIT. WITH} JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 ,____ -BACKFILL WITH JURISDICTIONAL AGENCY'S REQUIREMENT PER TABLE 1 FULL LANE PAVEMENT REPLACEMENT TABLE 1 A.C. PVMT. BASE AGENCY/STREET THICKNESS SEE THICKNESS NOTES 1 AND 2 BACKFILL SPECIAL REQUIREMENTS Cl1Y OF NEWPORT BEACH EXISTING + 1" EXISTING NATIVE OR FULL LANE REPLACEMENT (JAMBOREE ROAD) (9" MINIMUM) + 1· IMPORTED SOIL (14' MIN.) • SEE NOTE 8 CllY OF NEWPORT BEACH EXISTING + 1 " EXISTING NATIVE OR FULL LANE REPLACEMENT (IRVINE AVENUE) (6" MINIMUM) IMPORTED SOIL (12' MIN) CllY OF NEWPORT BEACH NATIVE OR FULL LANE REPLACEMENT (IRVINE AVENUE-BACK BAY 4• 6" BIKE ANO WALKING TRAIL) IMPORTED SOIL (14' MIN) TRAVERSE TRENCHES EXISTING + 1 " EXISTING 2-SACK MIN. OF 25' EACH SIDE (SEE NOTE 7) + 1· CEMENT SLURRY OF TRENCH NOTES: 1. AC PAVEMENT REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING A.C. PAVEMENT. PRIOR TO PLACEMENT OF 1-1/2" FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEMENT TRENCH REPLACEMENT SHALL BE COLD PLANE (GRIND) ALONG WITH THE ADJACENT AC PAVEMENT TO THE WIDTH NOTED IN THE SPECIAL REQUIREMENTS COLUMN OF TABLE 1. 2. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION COMES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REMOVED TO THE GUTTER LINE OR CURB FACE AND THE PERMANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE. WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAW CUT THE EXISTING PAVING TWELVE (12) INCHES BACK FROM THE EDGE OF THE TRENCH ANO REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL). IN ADDmON, THE EXISTING PAVING IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 1-1/2" (A MINIMUM OF AN ADDmONAL 12" OUTSIDE OF THE TRENCH). THE PERMANENT PAVING SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT. IF THERE IS LESS THAN (2) INCHES OF PAVEMENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANENT PAVEMENT PLACED. 3. ALL STRIPING AND PAVEMENT MARKINGS REMOVED BY TRENCHING/REPAVING/GRINDING AND CAPPING SHALL BE REPLACED PER PROJECT SPECIFICATIONS. 4. CONTRACTOR SHALL CLEAN THE STREET USING A SWEEPER PRIOR TO END OF ..EAQ1:1 WORK DAY. 5. CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER/RECLAIMED WATER VALVES, SEWIER/WATER/RECLAIMED WATER MANHOLES TO GRADE AFTER FINAL PAVING IS COMPLETED. 6. TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, i.e. CROSSINGS OF STREETS, AIR &: VACUUM RELEASE INSTALLATIONS, BLOW OFF INSTALLATION &: C.P. INSTALLATIONS. 7. DEPTH OF EXISTING PAVEMENT AND BASE SHALL BE AS SHOWN IN THE SPECIFICATIONS. 8. WITHIN SAN JOAQUIN HILLS ROAD AND JAMBOREE ROAD INTERSECTION (24' MIN). WITHIN THE EASTBLUFF DRIVE AND JAMBOREE ROAD INTERSECTION (27' MIN) 9. THE CONTRACTOR SHALL GRIND 2" ANO PLACE 2" FINAL RUBBERIZED AC OVERLAY WITHIN THE LIMITS OF RUBBERIZED ASPHALT AT THE INTERSECTION OF SAN JOAQUIN HILLS ROAD AND JAMBOREE ROAD. REPAVING DETAIL N.T.S. ED EXIST PAVEMENT"-,. TRENCH WIDTH I /TRENCH RESURFACING (WEB V PAVED AREA) PER DETAIL 1 . \_ ~~~,'< / -;:.,-//, BACKFILL, SEE NOTE 6 " ----------/ I ----M·· 'ETALLIC WARNING TAPE / LOCATOR WIRE I --~ (PVC PIPE) PER PROJECT SPECIFICATIONS I l -:: ~:. BOTH SIDES OF PIPE 1. WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS. 2. MINIMUM RELATIVE COMPACTION REQUIREMENTS SHALL CONFORM TO ALL PERMIT REQUIREMENTS AND SHALL AT NO TIME BE LESS THAN 90%. 3. BEDDING AND BACKFILL SHALL BE PER Cl1Y OF NEWPORT BEACH STD-106-L AND PROJECT SPECIFICATIONS. 4. TRENCH WIDTH SHALL BE O.D. + 12" MINIMUM OR O.D. + 20" MAXIMUM, INCLUDING THICKNESS OF TRENCH SHORING OR SHEETING. 5. THE MINIMUM DEPTH FROM EXISTING FINISHED SURFACE TO TOP OF PIPE SHALL BE 42-INCHES (IN UNPAVED AREAS) OR 48-INCHES (IN PAVED AREAS) UNLESS OTHERWISE SHOWN ON PLANS. 6. WITHIN STREET RIGHT-OF-WAY (IRVINE AVE. AND JAMBOREE RD.), BACKFILL ABOVE THE BEDDING SECTION PER DETAIL 1. FOR THE SECTION OUTSIDE OF THE PAVED STREET SECTION, BACKFILL SHALL BE NATIVE (IF ACCEPTABLE TO THE SOIL ENGINEER) OR IMPORTED BACKFILL, BOTH OF WHICH SHALL BE COMPACTED TO A MINIMUM OF 90% RELATIVE COMPACTION. TYPICAL TRENCH SECTION N.T.S. EB CONCRETE THRUST BLOCK, SIZE /;S REQUIRED PER C.N.B. STD. DWG. No. 510-L-A EXIST WATER PIPE \ SIZE & MATERIAL PER PLANS ,=======r,..,,,-, •.. A.-,. Ve')==~~· r'~-/ :1/ DISH HEAD (STEEL) 24" MIN. 12• MIN. PIPE CAP TYPICAL CUT AND CAP N.T.S. \_"'1ST w,m, """ TO BE ABANDONED SIZE & MATERIAL PER PLANS DETAIL CB Jr Jr " . -. 'f . ✓ ~ __ "" __ ~ ~ --,-z,r 1-#6 CONT. , r . .-#6 REBAR 0 12" EA. WAY • "' rABANDONED / WATERLINE ") ------- I -~t--- ( •· 1---r-6" MIN ALL AROUND -··-__ _, TOP &: BOTTOM "' '- ~-----------, """=,,,,_, 18" MIN. LOCATION OF CUT NOTE: f' c=3250 psi Fy=60 KSI FOR STEEL REINFORCING 2' 4' CONCRETE CAP N.T.S. I L (f OF CUT~ ) , I PIPE To,_/ ! 9• I ~ \ REMAIN I I ) L_ TACK WELD, TYP. OF 3 OR 4 PLACES 2' I s· 1YP. CB PIPE TO BE REMOVED FILL ABANDON MAIN WITH GROUT PER SPECIFICATIONS NOTE: DRAIN WATERLINE COMPLETELY BEFORE PLUGGING TYPICAL CUT AND N.T.S. PLUG(±) BUTTSTRAP SEQUENCE: 1 . DETERMINE LENGTH L OF PIPE TO BE REMOVED AND MARK ON PIPE. 2. CAUTIOUSLY CHIP OFF THE COATING 9" FROM THE MARKED POINT OF PIPE TO REMAIN, THEN CHIP OFF THE COATING OF THE PORTION OF PIPE TO BE REMOVED 3" FROM THE MARKED POINT. 3. MARK THE CUT LOCATION ON THE EXPOSED WIRE WRAPPED CYLINDER. 4. TACK WELD EXPOSED WIRE ALONG A HORIZONTAL LINE ON THREE OR FOUR CIRCUMFERENTIAL WRAPS OF THE PIPE TO REMAIN 6" IN FROM THE CUT MARK. 5. CUT CYLINDER AND WIRE WRAP ALONG MARK AND REMOVE PIPE AND ANY WIRE NOT STILL CONNECTED TO THE REMAINING CYLINDER WRAP. 6. COIL BACK PORTION OF UNTACKED WIRE WRAP. ,,,.-~ COIL BACK REMAINING 7. PLACE NEW CONNECTING PIPE AND INSTALL BOTTOM HALF OF 12" BUTT STRAP AND WELD. ) ~ CONNECTED WIRE -----,,- '---_,--1 - PER DETAIL® BUTT STRAP, TYP. \ NEW FITTING ' y \ PLUG EXISTING \ PIPE 8. MORTAR LINE THE INSIDE BOTTOM OF THE BUTT STRAP. 9. PLACE THE TOP HALF OF THE BUTT STRAP ON THE PIPE AND WELD. 10. MORTAR LINE THE TOP HALF OF THE BUTT STRAP. 11. PULL TAUT THE REMAINING WIRE WRAP (STEP 6) BACK TO WITHIN 1" OF BUTT STRAP OVERLAP AND TACK WELD. 12. PLACE CEMENT MORTAR COATING OVER BUTT STRAP ANO EXPOSED WIRE WRAPPED CYLINDER IN ACCORDANCE WITH AWWA C303 USING 2 X 4 X 13 GA WELDED WIRE FABRIC HELO 3/8" FROM STEEL BUTTSTRAP SEQUENCE (FOR CCP CONNECTIONS) EB NTS "' N "' 0 0 N i;;;- i;;;- 0 " " 0 0 ~ "' .-------,,~ ~ .-------,,c ·c V V t-------tc "6, C r-----------------------------------------1--------------------------------,.-.....L---------------------,----~-,-------------"'T"--r:==------...,.-------------'------.f".:'-PLANS PREPARED BY: APPROVED §5 C-3412 RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information Is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. IRVINE AVENUE & JAMBOREE ROAD :;:,T:u~ ca!::=~ 'suit! ~:l---+--+------------1----1 --U-TIL-IT-IES-EN-G-INE_E_R __ a--_T_R_A_N_S_M_IS_S_IO_N __ M_A_I_N_R_E_P_LA_C_E_M_E_N_T_-tf Irvine, CaHforn;o 92618 R.C.E. NO. 46214 TRENCH AND tfi (949) 727-7099 .,..,,, (949) 727-7097 FAX DATF MISCELLANEOUS DETAILS I DATE BY DESCRIPTION APP'D DESIGNED ECJ THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED TLE DRAWN JLR llAIL 04/02 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT C/J W-5289-S 8i r---------•!<J SHEET 06 OF 52 ;( REINFORCEMENT CAGE PER SPEC 1 /2" MIN. LINING FIELD MORTAR 21" PIPE & SMALLAR DAUB BELL END OF LINING BEFORE STABBING THEN SWAB SMOOTH 24" & LARGER, POINT AFTER BACKFILL 5" MIN. 3 1/4" LAP FIELD APPLIED PIPE COATING PER SPEC --SEE SPECS. FOR H-+2,-i'S,,,&.ccl SHELL THICKNESS PIPE INSIDE DIAMETER SIZED SPIGOT RING CARNEGIE SHAPE M-3516 MORTAR- SEE SPECS. RUBBER GASKET STEEL PIPE CARNEGIE JOINT EB CEMENT -MORTAR ROCK SHIELD • N.T.S. PLASTIC TAPE COATING SYSTEM SEE SPECS -"'7 ~-PRIMER CEI.IENT-MORTAR LINING PIPE COATING & LINING DETAILCB N.T.S. PLANT APPLIED -----_ COATING PER DETAIL EB 1/2" MIN. LINING r CONT. 1 / 4" STL ROD PLACED & WELDED IN FIELD '/&" \All'I- ' f," t.'\\'I. "~-' I :nol'I 1'€.1'1~ t RUBBER GASKET FIELD APPLIED MORTAR FIELD APPLIED PIPE COATING PER SPEC FIELD STEEL PIPE WELDED CARNEGIE JOINT CB 2" X 4" X 12 GA. W.W.M. TACK WELD TO BUTT-STRAP PLANT APPLIED PIPE COATING PER N.T.S. DETAIL EB FIELD APPLIED COATING 2" MAX. lYP. • . -., .· .. ., - PER SPEC ... - • • • PLATE-SAME THICKNESS AS STEEL SHELL 4" s· MIN. - 1 o· MAX. lYP. 6" HVY. STEEL COUPLING AND STEEL PLUG WELD PLUG TO CPLG. ENTIRE LENGTH ., .,._ . " . . . • A . • . . PLANT APPLIED CEMENT MORTAR LINING , FIELD APPLIED CEMENT I.IORTAR LINING . . PLANT APPLIED PIPE COATIN~ PER DETAIL 6 CEMENT MORTAR LINING CHIP MORTAR AS REQ'D. FOR WELDING FIELD APPLIED COATING PER SPEC 2" X 4" X 12 GA. W.W.M. TACK WELD TO CPLG. PLANT APPLIED PIPE COATING PER DETAIL 5 . . . ... -• ■ . • • • .• .• • • " -. " .• (2 REQUIRED EACH BUTT-STRAP) (REQUIRED ON PIPE 24" AND SMALLER} BUTT-STRAPN.T~ONNECTION CB 5" MIN. :,Xii~f{c~.' ·.•.· :i/-<.~ --:-.:/. :·<- BONDING CLIP NOTES 1. BONDING CLIPS SHALL BE LOCATED AT THE SPRINGLINE OF THE PIPE. 2. BONDING CLIPS SHALL BE I.IADE OF ASTM A366 STEEL WITH A CUT LENGTH OF 2-1/2-INCHES AND WIDTH OF 1-1/4-INCH. 3. LYTHERM FILLER STRIP SHALL BE 1-INCH X 1-1/2-INCH WIDE TO OVERLAP SIDES OF CLIP CONTRACTOR SHALL CRIMP BONDING CLIP OVER FILLER AT PT. "A" TO COMPRESS FILLER. STEEL PIPE BONDING CLIP NTS CONTRACTOR SHALL PROVIDE A CONNECTION FOR PRESSURE TESTING & DISINFECTING NOlES: 2 -BONDING CLIPS REQ'D. PER JOINT (SEE DETAIL BELOW) FIELD APPLIED PIPE COATING PER SPEC CHIP CONCRETE AS REQ'D FOR WELDING (lYP) DETAIL = "' PT -'-"A" IO - -I LYTHERM FILLER STRIP 1/4" R 1/4" R _l_ t=10 GA. 1/2" -, CB 4" R.W. GATE VALVE 4" PIPE STEEL WELDED DISHED HEAD 6" OUTLET W/ 2" PLUG 1. ALL PIPING, VALVES AND FITTINGS SHALL BE RATED AT PRESSURE CLASS OF MAIN . TEST BULKHEAD DETAIL NTS EB FIELD APPLIED COAffiG PER SPEC \ 7" MIN. PLANT-APPLIED PIPE COATING t WELD FLAT BELL SECTION 1" MIN. 1 112• (I.IIN.) PER DETAIL EB PER AWWA C200 1 '-0" _j. 1;2·J MIN. ~2 1/2"~ FIELD APPLIED CEMENT MORTAR LINING LAP WELDED SLIP N.T.S. 1• BOLT THRU JOINT ED 2"X4" DOUGLAS FIR SECTION A-A (lYPICAL FOR CROSS BRACE) N.T.S. / COATING AS REQUIRED .. . . . .. . . .. . . ...... -. __ -__ -__ --·:.·.·-·.·.-:.·,·.-.·.·.·.·::.·::::.-.-.-: ' ... . ~-LOCATION OF FIELD INSTALLED CROSS / A~ BRACES FOR PIPE TO BE ENCASEd.1/ NOTES: / on 0 00 C r I- 1. CROSS BRACING REQUIRED AT ALL CONCRETE ENCASEMENTS AND IN SHOP LINED CEMENT MORTAR PIPE AND SPECIALS BEFORE SHIPMENT. REMOVE CROSS BRACES AFTER BACKFILL IS COMPLETE . RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, Tetro Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. CROSS BRACE DETAIL N.T.S. CB "' w t-------11lj; t--------. g' ·c ~ ~ t--------., C-3412 "' C w APPROVED o PlANS PREPARED BY, IRVINE AVENUE & JAMBOREE ROAD i ~~1TL:u: ca!: ~a~ 'su;,! ~o l--t----lf------------+----1 -c-cUT;,c-lL""ITl'°'ES,--,EcccNG:c:IN""EE""R,---__ T_R_A_N_S_M_IS_S_I_O_N_M_A_IN_R_E_P_LA_C_E_M_E_N_T---tf lrv;ne, Calijorn;o 92618 R.C.E. NO. 462H STEEL PIPE DETAILS ti (949) 727-7099 (949) 727-7097 FAX THOMAS L. EPPERSON RCE 36399 DATE DATE BY DESCRIPTION REVISIONS DAI!- APP'D DESIGNED ECJ JLR CITY 01 NEWPOR1 t3lACH W-5289-S CHECKED DATE TLE 04 02 PUBLIC WORKS DEPARTMENT SHEET D7 OF 52 ,:,: ~ VJ l:;:iz ...I ::5 I-a.. 5 a:: ~ MORTAR ._,LINING t I\ I.D. PL. SLIP-ON FLANGE BOLT HOLES TO STRADDLE i INSUt.ATING FLANGE IF CALLED ~)N PLANS PER DETAIL 3 P- VALVE (AS SHOWN ON PLANS) DRILL AND TAP 1 HOLE REINFORCING COLLAR PER TABLE 3/4 f;. 1.2444 DRILL AND TAP 2 HOLES PIPE COATING PER DETAILLU \e} NOMINAL MAIN LINE SIZE (IN.) WRAP VALVE W/ WAX TAPE PER DETAILCu ~ NOTE: /5') 1. COAT OUTLET PER DETAIL \e) 2. "T" INDICATES THE THICKNESS OF THE STEEL PLATE AT STATION USED. 3. LENGTH OF OUTLET SHALL BE 13" MIN. UNLESS OTHERWISE SHOWN ON PLAN. BOLT STUD W/2 NUTS OUTLET DETAIL N.T.S. EB 24 24 24 24 24 24 30 30 NOMINAL REINFORCEMENT DIMENSIONS MINIMUM BRANCH TYPE T w MORTAR SIZE (IN.) (IN.) (IN.) LINING (IN.) 4 COLLAR .25 1.67 1/4 6 COLLAR .25 2.33 1/4 8 COLLAR .25 3.00 1/4 12 COLLAR .25 4.38 5/16 16 COLLAR .25 5.71 1/2 24 WRAPPER .25 8.42 1/2 12 COLLAR .25 4.38 1/2 30 WRAPPER .25 10.42 1/2 CUT AND REMOVE INTERFERRING PORTIONS AND CAP EXIST. SERVICE WHEN ABANDONING EXIST. 12" WATER MAIN. CLOSE EXIST. CORP. STOP / EXIST. 12"W (RCSCP) TO BE ABANDONED " .• "' PROTECT IN PLACE EXfil. R.P. DEVICE "' EXIST. GUTTER EXIST. CURB FACE . . . . •. .4 . <1 4 ll<{. / PROTECT IN PLACE " "' EXIST. 2" METER "' "' & METER BOX '. "' ~ "' "' "' "' 'V "' "' 4 ~ z~ n:: :I: > -';,) CUT AND REMOVE INTERFERING PORTIONS AND CAP EXIST. SERVICE WHEN ABANDONING EXIST. 12" WATER MAIN. CLOSE EXIST. CORP. STOP EXIST. 12"W (RCSCP) TO BE ABANDONED TYPE CONSTRUCTION NOTES: INSTALL 2" COPPER TUBING lYPE "K" INSTALL 2" COPPER LONG RADIUS 45' ELBOW SWEAT INSTALL 2" COPPER LONG RADIUS 90' ELBOW SWEAT REMOVE AND REPLACE LANDSCAPING IN KIND (REPLACE GRASS WITH SOD) REMOVE AND REPLACE IN KIND CONCRETE CURB AND GUTTER CONNECT TO EXIST. METER INSTALL 2" ANGLE METER OR CURB STOP (REPLACE EXIST. IN-KIND) (SEE NOTE 2) (/J EXIST. EXIST. a:: GUTTER CURB ~ FACE -:,,. ,· ~ "' 'V 'V B '• 'V 'V , PROTECT IN PLACE ,.. EXIST. R.P. DEVICE ~ w "' "' "' 'V 'V "' "' "' "' "' / "' "' • • • . , 4 • . PROTECT IN PLACE EXIST. EXIST. 2" METER GUTTER & METER BOX ------------ TYPE II NOTES: 1. THE SERVICE LINE SHALL MAINTAIN A MINIMUM 42" Of COVER IN PAVED AREAS. THE CONTRACTOR SHALL USE TWO FITTINGS TO MAKE UP GRADE TO CONNECT TO THE EXISTING SERVICE. 2. CONTRACTOR SHALL CONNECT TO THE EXIST. METER INSIDE THE METER BOX. THE METER CONNECTION VARIES AT EACH METER BOX (E.G. ANGLE METER OR CURB STOP). CONTRACTOR SHALL FIELD VERIFY. 3. ALL COPPER PIPE SHALL BE BEDDED AND COVERED WITH CLEAN SAND (SE30). EXIST. CURB FACE 2" DOMESTIC WATER SERVICE CONNECTION TO EXIST. METER 4 N,T.S. • "' "' "' 'V "' "' 2 1 /2" x 2" REDUCING INSULATING BUSHING 2 1/2" X-HEAVY HALF COUPLING PIPE COATING PER DETAIL (5) ~ MORTAR LINED L-----COPPER PIPING -----ADAPTOR (FEMALE X SWEAT) 2" CORPORATION STOP BALL VALVE (MIP X MIP) 1 4• WELD INSIDE ALL AROUND PRIOR TO PIPE COATING 2" AIR & VACUUM RELEASE VALVE CONNECTION TO CML&TW CD INSTALL 2" SERVICE PER C.N.B. STD. DWG. 503-L {WHERE CALLED FOR ON PLANS) SEE NOTE 1. REMOVE AND REPLACE IN KIND EXIST. 4" EXPOSED AGGREGATE CONCRETE 46 2 18 N.T.S. "' 'V CONNECTION TO EXIST. METER PER DETAIL EB EXIST. GUTTER EXIST. CURB FACE 15' -. UNLESS OTHERWISE SHOWN PROPOSED 24" STEEL PIPE • <O • <O NOTES: FOR VALVE BOX IN PAVED STREET FINISH GRADE MATCH EXIST.-~ PAVING MATERIAL • 0 N< MIN 8" DIAMETER SCH 40 PVC PIPE. 1/8" FLAT PL CENTERING GUIDE 1/8" FOR VALVE BOX IN EARTHEN GROUND CAST IRON FRAMES AND COVERS SHALL BE TRIANGULAR, BROOKS PRODUCT NO. 4TT, J&R NO. 4T, OR EISEL ENTERPRISES 1-R, MARKED "WATER". 12· MIN CONCRETE COLLAR ':.-FINISH GRADE 3/4" AGGREGATE BASE ROCK MATERIAL (lYP.) 2• A.W.W.A. SQUARE OPERATING NUT 1-1/4" DIA. STEEL SHAFT EXTENSION MACHINE TO MATCH NUT ADAPTOR TO FIT A.W.WA SQUARE NUT ".,.,--DRILL & TAP 1/2" HOLE AND 1. CONCRETE SHALL BE 560-C-3250. USE CAP SCREW (NOTCH OPERATOR NUT TO RECEIVE CAP SCREW) 2. VALVE STEM EXTENSION REQUIRED IF DEPTH TO VALVE OPERATING NUT IS GREATER THAN 48". INSTALL WET BARREL FIRE HYDRANT PER C.N.B. sm. DWG. NO. 500-L WITH M.J. BURY VALVE BOX COVER AND RISER N.T.S. CB CONSTRUCTION NOTES: ® INSTALL 6-INCH C-900 PVC PIPE, CL 200 PER DETAIL(@ {D) INSTALL 6" R.W. GATE VALVE (FLG.xM.J.) AND VALVE BOX PER DETAIL EB @) INSTALL 6-INCH -OUTLET PER DETAIL@ @ INSTALL CONCRETE THRUST BLOCK PER C.N.B. STD. DWG. NO. 510-L-A @ INSTALL 6" 90' D.I. BEND (M.J.xM.J.) NOTES: 1. ALL COPPER PIPE SHALL BE BEDDED AND COVERED WITH CLEAN SAND (SE30) . RECORD DRAWINGS These Record Drowings hove been prepcired based on information submitted, In, part. by others. While this information is believed to be reliable, Tetra Tech is not respcmsible for its accurocy, nor for errors or omissions which may have been incorporated into these plans as a result. ,n 0 0 N rn "' 0 C 0 " 00 C E >-- ~ 0 .c E 0 , "' FIRE HYDRANT W 2" SERVICE CONNECTION 5 I--------~ N.T.S. PLANS PREPARED BY: APPROVED ~~1T~u~ c.!: ?a~ 'su;t! ~00 1---+--+---------------l-----.l UTILITIES ENGINFFR R.C.E. NO_ 46714 Irvin&, California 92618 (949) 727-7099 (949) 727-7097 FAX THOMAS L. EPPERSON RCE 36399 DATE DATE BY DESCRIPTION REVISIONS DAT APP'D DESIGNED DRAWN ECJ JLR CHECKED DA TE TLE 04 02 ,__ ____ _.g- ·c ~ 1--------<I~ C-3412 ~ C w IRVINE AVENUE & JAMBOREE ROAD ~ TRANSMISSION MAIN REPLACEMENT TI 1--------------------1~ 0 MISCELLANEOUS APPURTENANCES ti CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5289-S ,ii o._ (/) "' w 1-----.....irg SHEET 08 OF 52 c;: WEST EAST R/W R/W WEST EAST R/W R/W 132' 100' t. 66' 66' ff. 50' 10' I 50' I 6' 53' 5' 5B' ' ' I I I 1 o· LOCATION VARIES I I 10' MEDIAN 40' I I \ CURB & GUTTER~ I WIDTH I (TYP.) VARIES 2' WIDE x 4" THK EXPOSED •: . 63' I AGGREGATE CONCRETE~ •• ►v • ., '--' 51' 59' \__SIDEWALK CURB & GUTTER 51' ..__ 45' (lYP.) (lYP.) ~ I 35' 45' ' I w ' I ~1 3' 4' I l:. I 5 I -H , SIDEWALK-I\ ~ (.) 5 3' t-I' I e ci Lo.I t. 0 1 ...I ~ ... Lo.I • v'" .. 12-W LOCATION LIMITS t- I ~, C!) 1/) VARIES ~,_J ~: • • 0 I 5 '<:':., ID " ~ --~ IX) PROPOSED 24-W ~ 0 ~ -~CITY OF ~ I ID ~ ~ II:: NEWPORT BEACH) -~ 62' ~ I N C 14' WIDE BACK BAY I 31' 65' 1/) VARIES VARIES BIKE & WALKING TRAIL • N (3" AC OVER 4" AB)-JAMBOREE ROAD ~ PROPOSED 24"W VARIES, C I (CllY OF NEWPORT BEACH) 100' SOUTH OF EASTBLU FF ROAD EAST 1/) I WEST • R/W ' 0 47' R/W (LOOKING NORTH) Ill I') 2•x4• • 6" AC 132' OJ REDWOOD DIKE-, HEADER r IRVINE AVENUE 66' 66' 0 STA. 11 +00 TO STA. 22+00 • 1~· STA. 30+00 TO STA. 32+50 l 1 O' 49' 49' 10' I I I I I I WEST EAST I R/W R/W I I ....... I 100' 59' • •" r t. • 59' 50' ---I 50' 50' I .... 53' I 45' . I 5 3' I ~1 10' 40' 10' ~! ,- p ~ iJi 15' MEDIAN :! ~! ID ~ m t-WIDTH --(.) I I 3 VARIES .... ~ ~ I N 0 w 0 SIDEWALK~ "-,,, LOCATION \. C -,V> VARIES 35' ID • -14' WIDE BACK BAY -VARIES 2' WIDE x 4" THK EXPOSED 40' ...I -[.) I AGGREGATE CONCRETE~ BIKE &: WALKING TRAIL PROPOSED 24"W ~ Ill (3" AC OVER 4" AB) ~ 49' (CITY OF CURB & GUTTER I I NEWPORT BEACH) ID ~ E -... J (TYP.) \ ~ I 40' ~ v"~I 64' I 0 ~ Ill 29' 65' • • I 0 -VARIES VARIES JAMBOREE ROAD BBc " Be REDWOOD 800' SOUTH OF EASTBLUFF ROAD EAST VARIES N 0 ,V> ,Vl HEADER WEST Ill Ill fl -(LOOKING NORTH) R/W 'oo~~ ~I~~ R/W I --.tr-" I ~ I 145'(R/W VARIES) ~ (/) ff. N • N ID VARIES VARIES 67' 7B' • -37• • ' • • - 48' 10' I "' 10' 57' 14' 6' D 0 I I I I D ' N PROPOSED 24-W I ~ V .. N IRVINE AVENUE (CllY OF NEWPORT BEACH) ... .,. . ~ I ~ 0 STA. 22+50 TO STA. 24+18 L--"' STA. 47+09 TO STA. 48+51 I • EAST I _J \ d~ n WEST "' R/W I 0 R/W I -n -VARIES PROPOSED 24-W I ~ • 26' • .-. (CllY OF t. II ~e G: VARIES VARIES D NEWPORT BEACH) ~ (ij ~~ n I.!) 2· 4• ID n I ~i-;1 ~! 0 • -" ID I ~~1 ~ VARIES 1 o· I LOCATION VARIES u • >-10' I 0 MEI ;I: C IAN -2' WIDE x 4" THK EXPOSED II:: • WI[ H I i I to AGGREGATE CONCRETE~ "' N VAf ES -~ ...;; ., SIDEWALK:\ CURB & GUTTER "' "-~ I (1YP.) I\ (/) u • .... fl C -OJ ~ ·o ::s I ' ;;,J 52' • .... . . L LJ C l. 0 VARIES 7' 56' C ...1'--• 1 14' WIDE BACK BAY >-~ BIKE & WALKING TRAIL n uij - 16 59' "' (3" AC OVER 4" AB) • D~ VARIES (.) 45' 70' • C 0 0 n 55' 71' E ~ VARIES 0 " VARIES VARIES -1 73' 7 N 62' "' "' - 64' 75' ~ 0 "" ~ VARIES 2"X4" JAMBOREE ROAD • 0 C REDWOOD ·a 200' HILLS ROAD ' ' VARIES HEADER NORTH OF SAN JOAQUIN Ii:: I (LOOKING NORTH) w ~ (/) PROPOSED 24"W 1YPICAL STREET CROSS SECTIONS r 2 " t-• "' IX) (CllY OF NEWPORT BEACH. L C • 0 SCALE: HORIZ: 1"=10' -• ' C • IRVINE AVENUE VERT: 1 "=2' ,/ C-3412 "' ' w STA. 27+50 TO STA. 30+00 APPROVED 0 IRVINE AVENUE & JAMBOREE ROAD 0 STA. 32+50 TO STA. 37+90 PLANS PREPARED BY: "" STA. 38+70 TO STA. 46+70 RECORD DRAWINGS ~ ~~1TL~u: Co:: ~o~ 1 Su;t! ~o: TRANSMISSION MAIN REPLACEMENT e-n • STA. 48+88 TO STA. 64+51 These Record Drawings hove been prepared based on information C UTILITIES ENGINEER 0 ~ -submitted, In, part, by others. While this information is believed to be Irvine. California 92618 R.C.E. NO. 46214 IRVINE AVE.. AND JAMBOREE RD. t;-1YPICAL STREET CROSS SECTIONS /1' reliable, Tetro Tech is not responsible for its accuracy, nor for (949l 727-7099 TYPICAL SECTIONS "' m errors or omissions which may have been incorporated into these (949 727-7097 FAX DATE a_ SCALE: HORIZ: 1"=10' I plans as a result. (/) - DESIGNED DRAWN W-5289-S "' VERT: 1 "=2' ./ DATE BY DESCRIPTION APP'D ECJ JLR CITY OF NEWPORT BEACH w (/) - l?. CHECKED DATE 04102 PUBLIC WORKS DEPARTMENT SHEET 09 OF 52 THOMAS L. EPPERSON RCE 36399 DATE REVISIONS TLE "- EXISTING 15• CCP NEW 16" CML&:C BLIND :::::=-' TO CTS#16 FLANGE-.-f-f-11~~,.,,..::-,;, NEW 24" FUTURE K, CML&TW CONNECTION '~ TO CTS#1 NEW 24" CML&TW EXISTING 30" STEEL LINE TO CTS #11 _j • CTS#2 ,__ Cl) EE 1....-----..1 ~ LEGEND IRVIN£ AV-_./ CTS#4 • INSULATOR CORROSION TEST STATION (SEE TABLE 1) ♦ CORROSION TEST STATION WITI-1 ANODE (SEE TABLE 1) if INSULATING FLANGE -a-BUTT STRAP -t>-REDUCER / ----• CTS#7 • CTS#6 IRVINE AVENUE CORROSION CONTROL SITE PLAN EXISTING 18" CCP NEW 18" CML&:C NEW 24" CML&TW EXISTING 6" ACP LINE EXISTING 30" STEEL LINE JAMBOREE ROAD CORROSION CONTROL SITE PLAN 1-No 6 HMWPE ~-ALUMINO-THERMIC WELD (TYP). SEE~ ~ WAX TAPE (TYP) SEE NOTE 1 • COUPUNG J r 3• (TYP) NOTES: 1-No 6 HMWPE ~--2-No 4 HMWPE (TYP) 1. ALL NON-COATED (POLYURETHANE OR EPOXY) SURFACES SHALL BE WRAPPED WITH WAX (TYP) __ ...,....._ vt..""r TAPE. INDIVIDUALLY WRAP ALL RODS, BOLTS & IRREGULAR SURFACES. SEE SPECIFICATION SECTION 13120. 2-No 4 HMWPE (TYP) VALVE (PB FLANGES) 2. 2-No 4 HMWPE WIRES ACROSS VALVE OR COUPLING. WIRES CAN BE WELDED DIRECTLY TO FLANGE. JUMPER FROM PIPE TO VALVE OR FOLLOWER IS No 6 HMWPE. 3. INSTALL BOND WIRES BEFORE WAX TAPE. 4. SIMILAR FOR FLANGE PAIR WITHOUT VALVE. MECHANICAL JOINT BONDING CB 'L.,_-----ANODE LEAD No. 12 AWG s; WITH THWN INSULATION (WHITE). ~~~----HEAT SHRINKABLE SLEEVE W:.J.-c+------SILVER SOLDER OR BRAZE CONNECTION 11 I II 111 11 II NOTE: 1-----SPECIAL BACKFILL __.---CLOTH BAG GALVANIZED STEEL CORE Li--:::= MAGNESIUM INGOT (48 LBS) MAGNESIUM ANODE HIGH POTENTIAL Alloy Composition Element Weight % Al .01 Max Mn 0.05 to 1.3 Zn 0.002 Max Cu 0.02 Mox Ni 0.001 Mox Fe 0. 03 Mox Si 0.002 Mox Other 0.05 each Max and 0.3 Total Max Mg Balance SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFA TE 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. MAGNESIUM ANODE N. T.S. CB • CTS/,'8 CTS • fl9 CTS #10 * NEW 24" CML&:TW TABLE 1-CORROSION TEST STATIONS rBLIND FLANGE ,;--.X (FUTURE CONNECTION) "' ,,,, 111I , ,, Corrosion Test Pipeline CTS Referenced Station 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 Sta Tlltle Detail & Sheet Street/Location 9+96 Insulator Detail 3, CP-2 Irvine Ave. 24" future connection 11+00 • 1 Anode Detail 2, CP-2 Irvine Ave. 1B+OO 1 Anode Detail 2, CP-2 Irvine Ave. 26+10 1 Anode Detail 2, CP-2 Irvine Ave. 34+00 1 Anode Detail 2, CP-2 Irvine Ave. 42+10 1 Anode Detail 2, CP-2 Irvine Ave. 49+90 1 Anode Detail 2, CP-2 Irvine Ave. 57+90 1 Anode Detail 2, CP-2 Irvine Ave. 64+00 1 Anode Detail 2, CP-2 Irvine Ave. 65+57 Insulator Detail 3, CP-2 Irvine Ave. 24" future connection 100+90 Insulator Detail 3, CP-2 Jamboree Rd. At connection to 30" CML&C 105+90 1 Anode Detail 1, CP-2 Jamboree Rd. 114+10 1 Anode Detail 1, CP-2 Jamboree Rd. Anode located in median. 122+90 1 Anode Detoll 1, CP-2 Jamboree Rd. 128+05 Insulator Detail 3, CP-2 Jamboree Rd. Future 24" connection 9+96 Insulator Detail 3, CP-2 Irvine Ave. connection to 16" CCP GENERAL CORROSION PROTECTION NOTES 1. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATION SECTION 13120. 2. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. 3. AT-GRADE CORROSION TEST STATIONS: A. TEST BOXES SHALL BE LOCATED JUST BEHIND THE CURB PERPENDICULAR TO THE TEST WIRE CONNECTION POINT. TEST STATIONS MAY BE MOVED SLIGHTLY FROM THE STATIONS SHOWN TO AVOID DRIVEWAYS OR INTERFERENCE WITH OTHER STRUCTURES. B. USE CHRISTY MODEL G5 TEST BOX. C. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. D. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. NO ROCK, GRAVEL, OR SAND. E. INSTALL REINFORCED CONCRETE PAD (26" SQ. x 4" THICK) AROUND TEST BOXES IN UNPAVED AREAS. No. 4 REBAR FOUR PLACES. F. IDENTIFY TEST LEADS WITH 1-1/2" DIA. BRASS TAGS. STAMP (1/4") SIZE, PIPE MATL, SERVICE AND STA. NO. ATTACH TAGS WITH No. 14 BARE COPPER WIRE. 4. ANODE INSTALLATION NOTES: A. SOAK ANODES IN WATER FOR 30 MIN. BEFORE INSTALLATION. SEE SPECIFICATION SECTION 13120. B. INSTALL ANODES 8 FEET OFF OF PIPE. C. PROTECT ANODE LEAD WIRE WITH ROCK-FREE SHADING AND PADDING. MINIMUM DEPTH OF LEAD WIRE IS 24 INCHES. INSTALL WARNING TAPE. 5. BURIED MECHANICAL DIP JOINTS, LE., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 2 ON THIS SHEET 6. WAX TAPE ALL BURIED METALLIC FITTINGS, INCLUDING COUPLING AT. EACH AIR/VAC CONNECTION, PER AWWA C217 AND SPECIFICATION SECTION 13120. 7. INSULATING BUSHING SHALL BE INSTALLED AT EACH AIR/VAC CONNECTION PER DETAIL 2 ON SHEET D-8. 8. NO WIRE OR CABLE SPLICES ARE PERMITTED. 9. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET 2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 10. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 11. UNLESS OTHERWISE NOTED DRAWINGS ARE NOT SHOWN TO SCALE. "' "' r------1,, 0 t-------<18 0 N f-------1,._ N ,___ ___ _,,o C-3412 ~ ,-------....... ,----------------,----,------------,.-"'"l':'==------,---------------------1~ ': rr=====================,1 PLANS PREPARED BY: APPROVED IRVINE AVENUE & JAMBOREE ROAD ~ I c These Record Drow~; ~o~~~n p~~r! ~~s~d ~~Information ~ !:~~"~ c!:~~• Su~~; 0-------+--+------------+-----1 -u-T1-11T-1Es-EN-GIN-EE_R __ I--_T_R_A_N_S_M_I_S_S_IO_N_M_A_IN_R_E_P_LA_C_E_M_E_N_T_-1'1 ~~ submitted, In, part. by others. While this Information Is believed to be ~;~n;) ;~~'.°;~:9 92618 R cc. NO. 46214 CORROSION CONTROL SITE PLAN 8 :c~ reliable, Tetra Tech is not responsible for Its accuracy, nar for (949) 727-7097 FAX 1----1----+-----------+---1 AND DETAILS ,._ ~8~ errors or omissions which may hove been lncorporotea Into these ~ 1--+-+---------------'~~o~A~T ~=--,.~~---+------.;_ ___ '"T" ____ --1~8 9;:<1l plans as a result. i:: )_ R.. ~~ DATE BY DESCRIPTION APP'D DESIGNEDECJ DRAWN CITY OF NEWPORT BEACH W-5289-5 ~ ]fi. TH~PER~~399 DATE REVISIONS CHECKED TLE DATE 04 02 PUBLIC WORKS DEPARTMENT t-S~-EE_T_CP--1-0F_5_2-t;: ---------------------------------------------------------------------., _____________ ...,_ ____________________ .....__......, __ ...._ _______________ _ TEST BOX BEYOND SIDEWALK TEST BOX IN SIDEWALK 12" WARNING TAPE 12' ALUMINO-THERMIC WELD. (TYP) '----.2-NO. 8 HMWPE PIPE LEAD WIRES ~-1-NO. 12 THWN ANODE LEAD A SEE EB ~i---8' (TYP)--\...------32 LB. ANODE ~ SEE NOTE 6 ..-'I SEE~ & NOTE 5 24" CML&TW ~ NOTES: 1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHES OF SAND OR DG. 3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNING TAPE PRINTED WITH "CAUTION: CATHODIC PROTECTION CABLE BELOW''. 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION. 5. LOCATE ANODE IN CENTER MEDIAN AT CTS #12, /113, AND #14 ON JAMBOREE RD. 6. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. AT-GRADE CORROSION TEST STATION-PIPELINE IN STREET. 1 NTS 6"~ CONCRETE TEST 4 • BOX SEE DETAIL - ,---PAVEMENT OR CON CRETE PAD 25• SQ X 4" 2· I 2" _.,.........,~""'.""'T-THICK IN UNPAVED AREA ONLY No. 4 REBAR (ALL FOUR rl'~t----SIDES) 1 EACH . . . • NOTES: 1. SEE GENERAL CP NOTE 4, SHEET CP-1. 2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, 0.01 OHM SHUNT W/BRASS SPLIT . BOLTS {TYP) 1-1/2" DIA BRASS TAG (TYP) SEE NOTE No. 2 BELOW .......__NATIVE SOIL -----2-No. 8 HMWPE WIRES TO PIPE '-----·1 No. 12 THWN WIRE TO ANODE MA TERI AL, SERVICE AND STA. NO. (24", CML&TW, WAT, 11 +00). STAMP WITH 1 /4" CHARACTERS. 3. NO I.D. TAG REQUIRED FOR ANODE WIRE. 4. SEE GENERAL CP NOTE 3, SHEET CP-1. ANODE TEST STATION WIRING AND MOUNTING 5 NTS .----FOR TEST STATION WIRING & MOUNTING SEE@ 24" FG WARNING TAPE 2-No. 8 HMWPE PIPE LEADS I I I : 12" ALUMINO-TH~ER~M~IC~--~m~ WELD. (TYP) SEE DETAIL EB No. 12 ANODE LEAD NOTES: 24" CML&TW i------8' (TYP)--~ SEE NOTE 5 I I I I I I 12' 32 LB ANODE SEE~ ~ 1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2. WIRE TRENCH SHALL BE 24-INCHES DEEP (MIN). PLACE 3-INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WIRES. COVER WIRES WITH 6-INCHES OF SAND OR DG. 3. USE 6" WIDE, 4 MIL THICK INERT PLASTIC WARNING TAPE PRINTED WITH "CAUTION: CATHODIC PROTECTION CABLE BELOW". 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWN PER ENGINEER'S DIRECTION. 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. NUT &STEEL WASHER (BOTH SIDES) IN SULA TING WASHER (BOTH SIDES) INSULATING GASKE TYPE "E" A B NEW TAPE & MORTAR OVERCOAT STL. PIPE SEE NOTE 1 NOTE: INSULATING MATERIALS: GASKET -TYPE "E" G10 LAM . GLASS W/RECT. 0-RING W/ RECT. 0-RING SLEEVE -G10 LAM. GLASS WASHER -G10 LAM. GLASS INSULATING SLEEVE (FULL LENGTH) ~@ THREADED STUD OR BOLT BUTTERFLY VAL VE I@@ EXTERNAL PETROLEUM WAX TAPE WRAP SEE SPECIFICATIONS ALUMINO-THERMIC WELD. (TYP) SEE DETAIL 7 EXISTING CML&C OR FUTURE CONNECTION ~3" TYP 1. FULL LENGTH INSULATING SLEEVES REQUIRED AT ALL THRU-FLANGE BOLTS OR STUDS. HALF LENGTH SLEEVES REQUIRED AT THREADED BOLT HOLES AT VALVE BONNET AND BASE. AT-GRADE CORROSION TEST STATION-PIPELINE OFF STREE 2 BURIED INSULATING FLANGE AT VALVE CD TO NEW TAPE COATED PIPE NOTES: . A B C D NTS ~-PAVEMENT OR ..,..........,-,..""'.""'T-CONCRETE PAD -• • • 26" SQ X 4" THICK IN UNPAVED AREA ONLY No. 4 REBAR (ALL FOUR SIDES) 1-1/2" DIA BRASS TAG (TYP) SEE NOTE No. 2 BELOW "f=ft-t------==-=NATIVE SOIL I 2-No. 8 HMWPE ~r------_ WIRES TO PIPE I 2-No. 10 HMWPE WIRES TO PIPE PIPE TO EXISTING ----4 OR BLIND FLANGES STUB. 1. SEE GENERAL CP NOTE 3. 2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, MATERIAL, SERVICE, STA. NO. AND SIDE OF FLANGE (24", CML&TW, WAT, 18+00, N). STAMP WI TH 1 / 4" CHARACTERS. INSULATING FLANGE TEST STATION NTS EB STEP 1 Fl LE OR GRIND SURFACE TO BRIGHT METAL AND CLEAN STEP 2 STRIP INSULATION FROM WIRE NTS STEP 3 ~--HANDLE GRAPHITE COVER STARTING POWDER __,--METAL POWDER ----t11ETAL DISC ---~RAPHITE MOLD ~p...__,..ABLE ....FZl:l~!!!:%2:=-- HOLD WELDER FIRMLY WITH OPENING AWAY FROM OPERA TOR, IGNITE STARTING POWDER WELD CAP BITUMINOUS COATING STEP 4 STEP 5 REMOVE SLAG APPLY 2 COATS PRIMER FROM CONNECTION AND COVER CONNECTION SEE NOTE 4 WITH PRE-FORMED WELD , CAP NOTES: STEP 6 COAT 'MTH A BITUMINOUS COMPOUND SEE NOTE 3 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED. 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM. 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MINIMUM. 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR LOOSENED SHALL BE RE-WELDED AND RE-TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN BEFORE RE-WELDING. ALL WELD SLAG SHALL BE REMOVED FROM THE WELD. ALUMINO-THERMIC WELD NTS CB CAST IRON TRAFFIC COVER MARKED "CP TEST'' PAVEMENT OR~ CONCRETE PAD {SEE NOTE 5) No. 4 REBAR (TYP)--~ CONCRETE BODY TRAFFIC RATED 1 n 11-3/8" NOTES: 1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED-CHRISTY No.G5. 2. ALL WIRES SHALL HAVE 18" MIN. SLACK IN BOX. 3. BOTTOM OF TEST BOX SHALL BE NATIVE SOIL. DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX. 4. PROVIDE 26" SQ x 4" THICK REINFORCED CONCRETE PAD AROUND TEST BOXES AT UNPAVED SITES. AT-GRADE TEST BOX NTS EB "' "' ~---.... "' 0 1-------18 0 N ~----1,._ N 1-------10 C-3412 ~ r.=======================.,r-----------P~-N-S-PR-EP-AR-ED-~-,-------,--,-----------.,....--,mAP~PR~o~~~D-------IR-V-IN_E_~_V_E_N_U_E_&--JA_M_B_O~R-E_E_R_O_A_D---1! t RECORD DRAWINGS TETRA TECH, INC. TRANSMISSION MAIN REPLACEMENT ~ ~ i These Record Drawings have been prepared based on information --16241 Laguna Canyon Rood, su;te 200 lt----+--+-----------+------11 3 ~ submitted, In, part, by others. While this Information Is believed to be llj (;:;J, i;~~;~1;9 92618 ~~ reliable, Tetra Tech is not responsible for its accuracy, nor for ,.__.,, (949 727-7097 FAX !€8~ errors or omissions which may have been Incorporate<! Into these DAT UTILITIES ENGINEER R.C.E. NO. 46214 -------------------1-' CORROSION CONTROL DETAILS 0 □ 0 0 ::J.~ plans as a result. gw~ l DATE BY DESCRIPTION APP'D DESIGNEDECJ CITY OF NEWPORT BEACH DRAWN W-5289-S "' 0 ---------t~ ~t~ _ _::_:~M.__.JL ,1,~,;=..-"J.!!10\;;L)~'1-----...... -----------""""c=HF=cKC-:,lll~"---l-;,coA=TE,,_------I e~a. DATE REVISIONS TLE 04 02 PUBLIC WORKS DEPARTMENT SHEETCP-20F 52 2 xo< -----------------------------------------------------------------....1------------....li....--------------....L--~..,.__....;.;.,~..&...-------------.....,;.;;..,i ------------------- ' -------------- -- ---21 7 • 24 25 ~ 26 9 10 --------- 27 28 .J9 .... ,.. 16 29 1 7 l..i.J Li.) ~OJ -..J 12 • 11 3 4 TUSTIN AVENUE ~ ---- 13 14 I I w1<C ~1w e>,~ w,e> z~ ~z ~<( <(~ 0 I-<(I I-0 u. Cl) I-CJ) u. 0 O I Cl) !:!:/1 O 0 ~'~ 1> ZI ~I~ ---_§i~ --_...__i-+I ~ I ----~1~ ~ """ j _C!IYOFCO§~MESA _ _ _ _ I I w > er: 0 0 z ~ Cl) ----- I W I ~ I 0::: I 0 L __ _ AVENUE - -~ -IRVINE COUNTY OF ORANGE :-=-=::::::.~COUNTY10F Q~i:' E Cl -F NltWJ'0RTBEACH --49 --;o ~1-52 53 54 --;5 56 57 58 59 --CITY OF NEWPORT BEACH ,,,., INol 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 ,,,., ,,,., / ..... -r-4l;~l-_ ~~_;:se:::st';,"12:-3---.a.i,;----+---~~.:.·---1-----1-----1----+---~ ... --........ ~:2~4~4,---.:6~0:.... ... --=--..:+81!...-.... ~6~2-..,_~6~3~--~6~4~~_,,_- 25 26 20 COORDINATE NORTHING EASTING 2181425.36 6061205.60 2181470.14 6061244.02 2181473.60 6061289.14 2181535.76 6061342.46 2182006.45 6061458.05 2182113.85 6061433.20 2182510.10 6061507.32 2182539.13 6061535.98 2182666.01 6061644.87 2182692.81 6061659.97 2182908.00 6061844.65 2183343.04 6061911.84 2183867.81 6061992.89 2183894.03 6062015.40 2183903.48 6062034.04 2183997.64 6062114.86 2184017.81 6062121.47 2184376.35 6062293.70 2184561.63 6062331.92 2184681.14 6062367.48 2184715.71 6062400.84 2184828.57 6062466.89 2184872.78 6062478.83 2185605.65 6063107.88 2185894.72 6063383.95 ---- 2185993.43 6063466.82 2186041.52 6063502.20 2186087.60 6063495.19 2186166.81 6063563.18 ~ v"l 21 TABLE DE:SCRIPTION BEGIN CONSTRUCTION ------ ANGLE POINT ANGLE POINT BC EC BC EC/RADIAL ANGLE POINT ANGLE POINT ANGLE POINT BC PRC EC ------------ ANGLE POINT ANGLE POINT ANGLE POINT BC/RADIAL EC BC EC/RADIAL RADIAL/BC EC/RADIAL ANGLE POINT ANGLE POINT BC --- EC ANGLE POINT ANGLE POINT END CONSTRUCTION BASIS OF BEARINGS THE BEARING ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6207 AND STATION GPS NO. 6171 BEING N26"26'28"E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BASIS OF COORDINATES COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCSB3). ZONE VI, 1983 NAO, (1991.35 EPOCH OCS GPS ADJUSlMENT). BASIS OF ELEVATIONS ELEVATIONS ARE BASED UPON ORANGE COUNTY SURVEYOR BENCHMARK NO. NB6-20-71 BEING 71.459 FEET PER NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVO 88), OCS 1995 ADJUSTMENT. RECORD DRAWINGS These Record □rowings hove been prepored bosed on inforrnotion submitted, In, port. by others. While this informotion is believed to be relioble, Tetro Tech is not responsible for its occurocy, nor for errors or omissions which moy hove been incorporoted into these plons os o result. PLANS PREPARED BY, ~:,T:u: Ca:: 2a~ 'sua~~o~ Irvine, Californio 92618 A PROVED UTILITIES ENGINEER R.C.E. NO. 46214 (949) 727-7099 1----+--+--------------+---I (949) 727-7097 FAX DATE DATE BY DESCRIPTION APP'D DESIGNED ECJ DRAWN CHECKED DATE en 0::: IW > -z ~ JLR THOMAS L. EPPERSON RCE 36399 DATE REVISIONS TLE 04 02 C-3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT IRVINE AVENUE HORIZONTAL CONTROL PLAN CITY OF NEWPORT BEACH w-5289-s PUBLIC WORKS DEPARTMENT SHEET H 1 OF 52 "' ~ --"' 0 0 " 0 " "' 0 '" • u ~ I 0 u £ ~ • " " ~ u u 0 u £ V • f- 2 -• f- N -~ "' I u C 0 5 w C 0 C f- u Q' • • C 0 n E 0 , .;i • ~ • C ·s _., "' w i• / '" C ·c © © -~ '" C w / 0 0 iJ u ~ 0 ~ U) ~ a_ / Ul O'. w U) ::, ~ :::\:::. - • ' . I ..., -IJt (':> ' --- - -------- \ \ \ \ \ \ \ \ '2.~ \ ~ \ ~\ I ~ I :s:. I ~-r.----~1 ,o't,., \ IT] I I -lil • ~ // l4l I I I I I I z -:::> ii --, z ~I 1 (_)3 ' / 104 ' . / - / / INol 1 2 3 ~ 4 5 6 7 B 9 10 11 12 13 14 15 105 ' ' 106 . ' ' 191 . -- JAMBOREE 10B ' -- ----- 111 199 110 ' ' ' ' ' Isl -- -- ---------------------- -_ -------ROAD ----- -_ ----12() _ 1 ... ~e..1------t~,,.2,___ __ 1,?.3 12 .._ .._ ------11-9 -• ' ===-. 4 Q -1 ' • ' :,-..,.,_ --------~•1-' ' . ___ ,~ ·. . m m rn-7 111..!' _5,__--4-~ 6-_....J,.!..1--------~ -L!.J I - --. ' --• ,,2 . . . -- ' -------- I I I --------- Ir---------. COORDINATE TABLE NORTHING EASTING 2174942.38 6065748.63 2174954.73 6065759.31 2175027.78 6065B14.73 2175062.71 6065810.78 2175346.89 6066023.B3 2175736.56 6066276.48 2176584.47 6066714.73 2176797.85 6066856.64 2176877.79 6066914.54 2176967.01 6067013.43 2177134.18 6067221.16 2177173.92 60671B8.56 2177187.85 6067189.93 2177190.14 6067187.99 2174889.18 6065701.74 DESCRIPTION BEGIN CONSTRUCTION ANGLE POINT ANGLE POINT BC/RADIAL PCC EC/RADIAL BC EC/RADIAL BC/RADIAL EC ANGLE POINT ANGLE POINT ANGLE POINT END CONSTRUCTION - 12" LATERAL RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, Tetra Tech is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. BASIS OF BEARINGS THE BEARING ARE BASED ON THE BEARING BETWEEN O.C.S. HORIZONTAL CONTROL STATION GPS NO. 6249 AND STATION GPS NO. 6240 BEING N34"53'07.E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNlY SURVEYOR. BASIS OF COORDINATES COORDINATES ARE BASED ON THE CALIFORNIA COORDINATE SYSTEM (CCS83), ZONE VI. 1983 NAD, (1991.35 EPOCH OCS GPS ADJUSTMENT). BASIS OF ELEVATIONS ELEVATIONS ARE BASED UPON ORANGE COUNTY SURVEYOR BENCHMARK NO. 3N-41-70 BEING 58.282 FEET PER NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88), OCS 1995 ADJUSTMENT. C-3412 APPROVED PLANS PREPARED BY IRVINE AVENUE & JAMBOREE ROAD ~;:1T:u~ ca:: ;;00~ 'su,1! ~0; UTILITIES ENGINEER TRANSMISSION MAIN REPLACEMENT Irvine. Colifornio 92618 R.C.E. NO. 46211 JAUBOR[[ ROAD (949) 727-7099 l"\M (949) 727-7097 FAX 1----t--+-----------+---t HORIZONt•1 CONTROL PLAN J----1---l---------------+--l!;;DA~T;_E ~-=~......,--==+--...:.;;:.:,.:.;;:;:.:,.:.:.;,"-.=__:,,;,;_;;,;_;,.:.:,;~;_::..:.;;_ __ APP'D DESIGNED ECJ DRAWN DATE BY DESCRIPTION JLR CITY OF NEWPORT BEACH W-5289-S THOMAS L. EPPERSON RCE 36399 DATE REVISIONS CHECKED DA TE TLE 04/02 PUBLIC WORKS DEPARTMENT SHEET H2 OF 52 I ... "' 'cl ~ - "' 0 0 N ....._ 0 N ....._ "' 0 "' ~ TI E .s>_ I ~ 0 u .c ~ " ~ u u 0 u ' u " >- 0 C ~ ~ / N "" ,,, I 0 C ' ·5 I :, " C 0 L >- u °' " ti "=f L 0 n E 1-.l 0 , ---"' IJ't ., > N 0: ti C -~ \{ w ti: " / "' C ·c " " C "' C w 0 0 " u / u " C 0 .c V, ~ lll "c, V, "' w VJ :, P. ,._ TRAFFIC CONTROL NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MANTENANCE WORK ZONES, AND W.A.T.C.H; MANUAL, LATEST EDITIONS, 2. ALL STRIPING AND MARKNG SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20 DETAILS, 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. 4. FLASHING YELLOW BEACONS, TYPE "B", SHALL SE USED ON ALL C18 SIGNS AND ON ALL 'IYPE Ill BARRICADES GUARDING THE WORK AREA OVERNIGHT. 5. ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SlZE. 6. D AND :JM1rr- 7, THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASlS, ALL SIGNS, OELINEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ITC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION, ; 9. WHEN CONSTRUCTION IS NOT BEING PERFORMED, ALL ROADWAYS SHALL BE RETURNED TO THEIR FULL TRAFFIC USAGE BY PLA11NG OR SACKflLLING THE EXCAVATION. to. PARKING MAY BE PROHIBITED, AS NEEDED, BY POSTING THE APPROVED "NO PARKING" SIGNS AT LEAsr 48 HOURS PRIOR TO THE START OF CONSTRUCTION. t 1. ADVANCE NOTICE OF 3 l}AYS PRIOR TO CONSTRUCTION SHALL BE GIVEN TO THE RESIDENTS AND 12. ;~;~;;~~;;J;;:~~;;;0 ;~~ g~~~~oot~l~R:ONDUITS OAMAGED07-,-··--.. ······-·--.-·1 13. FOR ANY SIGNAL TIMING AND/OR SIGNAL MODIFICATIONS, CONTRACTOR SHALL NOTIFY THE TRAFfld, _ ENGINEERS FOR CALTIRANS OR CITY OF NEWPORT BEACH AT LEAST THREE (3) WORKING DAY IN 1 : I ADVANCE OF THE WORK TO BE DONE. L.\ 14. CONTRACTOR SHALL COMPLETE 1HE WORK IN EACH STAGE PRIOR TO BEGINNING WORK IN THE NE>fri, 1 _/ •••••• -. ~ STAGE. i CJ . , :r. 1 s. UPON coMPLEllON oF coNSTRIJCTlON, CONTRACTOR SHALL RESTORE ALL SIGNING ANO STRIPING rb (!.. • ·····-\ THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF THE INSPECTOR FOR THE Cl'IY INVOLVED. '·' ! 16. fNitti:1JWJI: w~~7Jtl%'\.J3JmWJIDp~~M:i gi~M. MANNER AS TO CAUSE AS LITTLE-, .. I Q 17. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS OR BARRICADING MAY BE REQUIRED IN THE flEUl. , •• J.J ······r·,:c>"·' 1 i-11-, ClB ~II THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES . -. , a ,,.. NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION, OR AS ·····--½ ' H>' ; I - OIRECTEO 9Y THf lrPf'CTOR. / ·1 .I/ •• ,/!•; 1 18. EXACT LOCATION I Alo iirPE-'DF' 1:0llsT!lliGTJGN)SIGNS Jtf',LLBE.DIRECTED BY '!HE INSPECTOR FOR'. \ J '-I "-I -~::C{'·:f;/s;,-)_ __ / ' ,., " ~~"I"':~ ·--:~.,:"1---i-~-; •. r: -:,·, jJJ \ rr • ·w~::.J 11 ii '1J f---\\~ . ~ ii 20. REMOVE OR TUR~, CON., R~CTION SIGNS! . . NON-WORK ~OURS. [_··--· j . .: , "i __ I , 1 1 tll: 21. CONFLICTING 'liiJEMP!fAR)' STRIPING sH1J ei REMoyE/D f\Fl'ER EACH STAGE,! [": -, I wi 1 10· 11· 1 ·-\ , ··--~ [, ·· \1 [ g. \ 22. DELINEATORS ~lj"r1-B~~P,i.CED AT 25' MfflMUl,1. '.'( I ! ·,, \_.. /;, I \ /,?;; /,-~ I , 0 I 1 i L 1 1 i \ -----, L.__~ r ~ r 1 _ 1 \ /,---v_,,✓/ / 0 ; 1 1. \ 1 r ,\ ' i --cl r ,I / ?\/?' I i, 1 • ~ • •• V \ < """ ' ' : Ji•! ,i p===-··===-·===··==/-===i•==::;=\=::'.,"--,,,,-··~&~;:~~L;~ ·~~/=f= 1 ~~(~/;i!;;,_;J;,; __ ~:;:~\;);! ·;I ~;;~·~--l:::::;···~·;;:;····~' ;;~···;:J-Jt' . ,s~I ::'.__C.8~======1.R.=· .. ,v= ...... ·=1 .. N .. ""E'"'S'.',_ =A=-v.-=.-.. ~.+··· 1 N,,,.._-._u'=''_'. E=.·.· .. "= .. =_""'='~===~===~~-,;:, !.& ---;;:1 I ~ 1/~1· ~ ~ ·----__c;~~•l ---··----1il .. ,, [ (~)s;,e io..!- ~ 0 =·...z_~.::,·~--~ ;,,---.::::~---==;~"~=~ ...:~~:c.=-iiaf L ./ :! ••••• r.l !;i; ----·· ~• • A'•h'° • ~~ol[~ II I',·· ' II : :21 r--90'0PENING -j ' ' " ~~Hl' I i o'h~, bF:,,, ~ =,:--,======;=;===:"f====:-----Lr==::c•;r:s,..,,.. I --I C, / ~=====a=Efel: ===='ii l----4-f==-l.\--#~lH~~~?--"""~=~="'6====--J1-\ l\:SPH I WORK HOURS 9:00 A.M. SYMBOL LEGEND IZZl WORK AREA TRAFFIC DELINEATOR ~ PORTABLE SIGN (W/ STD. SIGN NO.) MAlNTAlN BIKE TRAIL ][ TYPE Ill BARRICADE -DIRECTION OF TRAVEL y HIGH LEVEL WARNING DEVICE «'< FLASHING ARROW SIGN 0 SIGNALIZED INTERSECTION TO 4:00 P.M. lll!lillll PORTABLE CHANGEABLE MESSAGE SlGN {CMS) f-------1~ C-3412 H --10·· ~11' 0 -----~--g1=r~1r-------~~ R18-2 i' 'I CITY! OF i ~ C13 500', TAPER AL£>20c,0_' ____ _ 1f-12' --+--12' C13 .... 20' 120· I u <1'. w IRVINE AVENUE C30]I ~ffi --··a~ ~~ -c====~~===-~-~==----~~-:_~23:_·---=-======~=~;::::;;::::;:.:===:=::;E==:::=~'.'.:===!~w w If) C18 1__ ✓'-• _.e,25"'0_' --C-20-(-RT-)-11=---j'-250' IRVINE AVENUE 500' i:~F.co.R ____________ _, .._.. 35 MPH ,,o I WORK HOURS 9:00 A.M. TO 4:00 P.M. PL~NS PREPARED Br TECH, !NC. / ~ / "' C , ;/,:1 ~"'/2 24" P!PE MAINTAIN BIKE TRAIL $YMBOL LEGEND IZZJ WORK AREA ~ JI -y "' 0 !lllllllillll TRAFFIC DEUNEATOR PORTABLE SIGN (W/ STD. SIGN NO.) TYPE HI BARRICADE DIRECTION OF TRAVEL HIGH LEVEL WARNING DEVICE FLASHING ARROW SIGN SIGNALIZED INTERSECT10N PORTABLE CHANGEABLE MESSAGE SIGN (CMS) C-3417. IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 2 CITY OF NEWPORT BEACH w-52s9-s PUBLJC WORKS DE:PARfMENT Sl!FET T2 OF 52 H 500' TAPER C13 C20(LT) ~ 250' I , 250' ........ 35 MPH 10·[ ,r tit '1 I 20' ! 20' ..._ C18 IRVINE AVENUE "' -------------------------~ -~~-=-:~~=~-~=~ ~------ ,.=::::::::c PEN ING ----J 500' TAPER -~-00""''7 12~ PIPE r+-r...,,,. I WORK HOURS 9,00 A.M. TO TECH, INC. 24" PIPE MAINTAIN BIKE TRAIL 4:00 P.M. D[SCRIPTION [2'ZJ WORK AREA TRAFFIC DEUNEATOR ~ PORTABLE SIGN (W/ STD. SIGN NO.) ][ 1YPE Ill BARRICADE ~ DIRECTION OF TRAVEL j HlGH LEVEL WARNING DEVlCE ~ FLASHING ARROW SIGN 0 SIGNALIZED INTERSECTlON PORTABLE CHANGEABLE MESSAGE SIGN (CMS) C-3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 3 5-01--0'l !-_,! _ _;,. __________ .....,_+,-,=,•·'·•"'TT;,C,,-·''--1 oAfE CITY OF NEWPORT BEACH PUBLIC WORKS DEPAl:::TMtN r SHfEI T3 OF 52 H 10·! 17' tit 'I • I ~ C13 C18 P -1s· CIT~ OF G20(RT~•- I ~ 35 MPH ! I t 20' \ 20' 0 40 w fi Q g ~ 00 7' ..... IRVINE AVENUE TYPICAL TRAFFIC CONTROL FOR MAIN LINE I I 40' TAPER \L_;2s;,5Q:.O' _______ -!------------'-----------~-7' - 7' ..... I WORK HOURS s,oo A.M. PIPE MAINTAIN BIKE TRAIL TO 4,00 P.M. SYMBOL LEGEND [Z2J WORK AREA ~ ][ ..... y <1ii 0 lllillill TRAFFIC DELINEATOR PORTABLE SIGN (W/ STD. SIGN NO.) TYPE Ill BARRICADE DIRECTION OF TRAVEL HIGH LEVEL WARNING DEVICE FLASHING ARROW S!GN SIGNALIZED INTERSECTION PORTABLE CHANGEABLE MESSAGE SIGN (CMS) IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 4 CITY OF NEWPORT BEACH W-5289-S PUBLIC WORKS DEPARTMCNT SHffl T4 Of 52 C_ H .......... 35 MPH t I f 20' I 20' I C13 I C18 T I-w w I a.: 18' I 20· I-(f) 0 t : t : 0::: (".) N 24" P!PE 24 C20(LT) I' t I t \ 7•- IRVINE AVENUE TYPICAL TRAFFIC CONTROL FOR LATERAL PIPES Qi ~I o· cz: I I WI j-.. I <I ~1 0:: Q. I \ I clL_-------+--------..,l'--"2s""oc...· --------1----~ ,250' t :c ~ I!) CS! ~ I WORK HOURS 9:00 A,M, TO 4,00 P,M, DESCRif-'lifJN REVISIONS MAINTAIN BIKE TRAIL SYMBOL LEGEND EZJ WOR~ AREA TRAFFIC DELINEATOR ~ PORTABLE SIGN (W/ STD. SIGN NO.) ][ TYPE Ill BARRICADE -+-DIRECTION OF TRAVEL Y HIGH LEVEL WARNING DEVICE ~ FLASHING ARROW SIGN 0 SIGNALIZED INTERSECTION llll!llllli: PORTABLE CHANGEABLE MESSAGE SIGN (CMS) C-341?.. IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 5 CITY OF NEWPORT BEACH PUBUC WORKS DE?ARlMENT SHLU T5 r::f 52 .? i~r:==:--~:=-=~~~,. ~~l--t-Li'---+---+--,:::;:;~77-/ IRVINE AVENUE ~.YMBOL LEG_E:]'JQ W WORK AREA TRAFFIC DEUNEATOR ~ PORTABLE SIGN (W/ STD. SIGN NO) }[ TYPE !II BARRICADE .,..... DIRECTION OF TRAVEL Y HIGH LEVEL WAllNING DEVICE @ FLASHiNG ARROW SIGN (~) SIGNALIZED INTERSECTION liD [I I PORTABLE CHANGEABLE MESSAGE SIGN (CMS) FLAGGER TEMP. CONC. BARRIER RAILING (1YPE K) -X-X-TEMP. CHAIN UNK FENCE C18 ........ 35 MPH ~12· ~13• -J~--- \ J I WORK HOURS 9:00 A.M. "' B1 TO _4_:o_o _P._M._ "' C36 DETAIL."A" NO SCALE 30" C7(MOD) GUn"ER BY A 13' ! / TEMP CHAIN LINK FENCE -····....,.7t._____c_r :: ____,_.. b~' n~-~ '\.·TEMP. CONC. BARRIER RA!UNG (TYPE K) CESCRIP1I0l1 f.?EVISlrn✓S SECTION A-A NO SCALE IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 6 CITY OF NEWPORT BEACH w. 5289-s PUGUC WORKS DEPARTMENT s11rr 1 T6 or 52 al C1.3 ~ - - -- C18 ........... 35 MPH TUSTlN 250' $YMBOL J .. !;GEND 12'.ZJ WORK AREA TRAFF!C DEUNEATOR AVENUE 250' PEDESTRIAN ACCESS SHALL BE MAINTAINED AT ALL TIMES e PORTABLE SIGN (W/ STD. SIGN NO.) JI TYPE Ill BARRICADE ....,. DiRECTION Of TRAVEL Y HIGH LEVEL WARNING DEVICE ((:!E FLASHING ARROW S!GN 0 SIGNALIZED INTERSECTION llllllllilll] PORTABLE CHANGEABLE MESSAGE SIGN (CMS) I WORK HOURS 9,00 A.M. TO 4,00 P.M. 24" PIPE TEMP. CONC. BARRIER RAILING WORK ~Nr,,d'l s~kti:N AREA EXIST. B!KE TRAll __ / C36~ w SECTIQt-1 A-/!._ NO SCALE WALK BIKES C7(MOD) -TEMP. ORANGE SAFETY NET FENCE OF SLOPE Dt,,TE B'r ..,_. 35 MPH I! ____ -------'~C18 - - - - - 7' r 12·-+- 12'--+- </ C36 C7(MOD) 12'.ZJ WORK AREA fRAFFIC DELINEATOR PORTABLE SlGN (W/ STD. SIGN NO.) JI TYPE Ill BARRICADE .... DIRECTION OF TRAVEL y H!GH LEVEL WARNING DEVICE <!lie FLASHING ARROW SIGN 0 SIGNALIZED INTERSECTION mlil PORTABLE CHANGEABLE MESSAGE SIGN (CMS) p FLAGGER ··-··-X--X-fEMP. ORANGE SAFETY NET FENCE C-_)412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 7 CITY OF NEWPORT BEACH w-s2s9-s PUBLIC wo..;:Ks DEPARTMHII SHEET T7 OF 52 / ---~~C_1_3_,------c--c,,j/ 1' .._12' /4-D' .......... 35 MPH 7·- 7•- B-6 500' TAPER IRVINE A VEl)JUE ....),,, 15' ------~::..::: .. -- V 150' BUFFER I ---------------; ;7 ~ _," ,,; c,G ~ 35 MPH 250' -+-12' -~~~ MAINTAIN BIKE TRAIL SYMBOL LEGENP iZ2J WORK AREA TRAFFIC DEUNEATOR ;, PORT,\BLE SIGN (W/ STD. SIGN NO.) JI TYPE Ill BARRICADE --DIRECTION OF TRAVEL y HIGH LEVEL WARNING DEVICE "' FLASHING ARROW SIGN 0 SIGNALIZED INTERSECTION 11M PORTABLE CHANGEABLE MESSAGE S!GN (CMS) I WORK HOURS 9:00 A.M. ~ B-7 TO 4:00 P.M . ..... 1:r 65 t 12' iO' 13' 23j 10' 23' ~ 46 MPH C13~ H c--3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 8 CITY OF NEWPORT BEACH w-s2e9-s PUBLIC WORKS DEPARTMENT SHEET T8 or· 52 7 C18 57 ~ I'll 8-6 ~ 35 MPH =""::::::-: -~ 0 41) 80 250' 1 MAINTAIN BIKE TRAIL I WORK HOURS 9,00 A.M. ,. 12' 12' TO ,,oo P.M. C18 . >-< ~ < Cl < z < a: (!I .... C13 250' C18 ... w :2: 0:: 0 ~ I 35 MPH IRVINE AVENUE < w en 150' BUFFER DETOUR PLAN .,,._ 12' ..,... 12' C1B . If t ··c,.1 12· ]3'10' 13' C13 T OAT[ BY I 12" PIPE t 0' 23' io· 12·~ 12·~ •Jj' 12• M .. 11·- H ~C18 KEEPI ll t DETOUR IJ R:;TI $QJ ~R4§ SYMBOL. LE:GEND LZ] ~ ][ .... y ~ 0 lilllllll WORK AREA TRAFFlC DELINEATOR PORTABLE SIGN (W/ STD. SIGN NO.) TYPE !II BARRICADE DIRECTION OF TRAVEL HIGH LEVEL WARNING DEVICE FLASHING ARROW SIGN SIGNALIZED INTERSECTION PORTABLE CHANGEABLE MESSAGE SIGN (CMS) IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 9 CITY OF NEWPORT BEACH w 5289 -s PUBUC WORKS DEPARTMENT C20(RTL ......... 35 MPH ~ '--i MAINTAIN BIKE TRAIL I [I t DETOUR I] I KEEP 11 ~I C18 IRVINE AVENUE -~~~--------- -7' 24" PIPE ~ TYP ~ B-7 ~ 35 MPH I -7• ······-+-------__MQ'._540'.TAPER ~:,__ _______________ ____J H DETOUR PLAN I WORK HOURS g,oo A.M. TO 4;00 P.M. TECH, INC. 0 t 36' DA.ff B'< I '/ J \~ !I.,.._.. i\ 45 MPH "'1~0=-,.-=-cc=--------~· 12'◄- i1'•••ft-- //' -. - R96 ('. "",,~ 'I .. 12" f'IPE R17i, c~j I t t 20' D[SCRIPllON REVi'.JONS C13 $YMBOL LEGE:l',tP IZZJ WORK AREA TRAFFlC OEUNEATOR !, PORTABLE SIGN {W/ STD. SIGN NO.) JI TYPE Ill BARRICADE ~ DIRECTION OF TRAVEL '[ H!GH LEVEL WARNING DEVICE (0 FlASHING ARROW SIGN 0 SIGNALIZED INTERSECTION !11111111111 PORTABLE CHANGEABLE MESSAGE SIGN (CMS) IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 10 CITY OF NEWPORT BEACH W-5289-S PUBLIC W(;RKS DEPAR!MtNT SHEEI T1Q OF 52 ~ C13 [It DETOUR KEEP • RIGHT 10' -12' I WORK HOURS 9,00 A.M. TO 4,00 P.M. C18 IRVINE • AVENUE DETOUR PLAN C18 ... ~ 35 MPH ' r I Fi._ SR45 t t 36' 20' 10' 12'11i- ~2· ...... H ~ Ii.I ......... CJ V < < ..J 45 MPH ' Cl. c,G < :!: 0 ll ..J < .-........ __ 550' § I --~<Jjl/ C13 ~ SYMBOL LEGEND i22J WORK AREA io :n: -y <'(;' 0 llliR TRAFFIC DELINEATOR PORTABLE SIGN (W/ STD . SIGN NO.) TYPE ill BARRICADE DIRECTION OF TRAVEL HIGH Lf.VEL WARNING DEVICE FLASHING ARROW SIGN SIGNALIZED INTERSECTION PORTABLE CHANGEABLE MESSAGE SIGN (CMS) C<3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN IRVINE AVENUE -STAGE 11 CITY OF NEWPORT BEACH W-5289-S PUBlJC WORKS DEP AR TMEN f SH[U T11 or 52 --------- JAMBOREE IBAfflC CONTRQ!.._t-JQ_IES ALL WORK AND MATE.RIALS SHALL COMPLY WITH CALTRANS MANUAL OF TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE WORK ZONES, AND WAT.C.H. MANUAL. LATEST EDITIONS. 2. ALL STRIPING AND MARK!NG SHALL CONFORM TO CALTRANS STANDARD PLANS AND SPECJF!CAT!ONS, INCLUDING STANDARD PLAN A-20 DETAILS. 3. THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES. 4. FLASHING YELLOW BEACONS, 1YPE "'8\ SHALL BE USED ON ALL C18 SIGNS t\ND ON ALL TYPE !II BARRICADES GUARDING THE WORK AREA OVERNIGHT. 5. ALL S!GNS SHALL BE REFLECTOR!ZEO AND STANDARD SiZE. 6. ALL TUBUL-\R DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTOR!ZED AND MAINTAINED ERECT IN THE INDICATED POSff!ON AT ALL TIMES, AND SHALL BE REPA!RED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUiTY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURING NIGHT-· TIME HOURS. 7. THE CONTRACTOR SHALL MAlNTA!N, ON A CONflNUOUS BASIS, ALL SIGNS, DELINfATORS, 8ARR1CADES, ETC., TO INSURE PROPER FLOW AN[; SAFETY OF TRAFFIC DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL HAVE ALL S!GNS, DELINE.A.TORS, BARRICADES, ETC .. PROPERLY INSTALLED PRIOR TO COMMENCiNG CONSTRUCTiON. 9. WHEN CONSTRUCTION IS NOT BEING PERFORMED, ALL ROADWAYS SHA.LL BE RETURNED TO THEIR FULL 1RAFFIC USAGE BY PLATING OR BACKFJLLING THE EXCAVATION. 10. PARK1NG MAY BE PROHIBITED, AS NEEDED, BY POSTING THE APPROVED "NO PARKING" S!GNS AT LEAST 24 HOURS PR!OR TO THE START OF CONSTRUCTION. 1 i. ADVANCE NOTICE OF 3 DAYS PRIOR TO CONSTRUCTION SHALL BE G!VEN TO THE RESIDENTS AND SUS!NESSES AFFECTED BY THE CONSTRUCTION. 1 2. CONTRACTOR SHALL REPLACE ANY AND ALL TRAFFIC DETECTOR LOOPS AND CONDUITS DAMAGED DURING CONSTRUCTION PER CAL TRANS STANDARD PLANS ANO SPECIFICATIONS, LATEST EDITIONS. 13. FOR ANY SIGNAL TIMING AND/OR SIGNAL MODIFICATIONS, CONTRACTOR SHALL NOTIFY THE TRAFFIC ENGINEERS FOR CALTRANS OR cnY OF NEWPORT BfACH AT LEAST THREE (3) WORKING DAY !N ADVANCE OF THE WORK TO BE DONE. 14. CONTRACTOR SHALL COMPLE.TE THE WORK IN EACH STAGE PRIOR TO BEGINNING WORK !N THE NEXT STAGE. 15. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING AND STR!PlNG TO THE!R ORIGINAL CONDITION OR TO THE SATISFACTION OF THE INSPECTOR FOR THE CITY !NVOLVEO. 16. CONSTRUCTION OPERAT!ONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE ftS POSSIBLE TO ABUTTING PROPERTY OWNERS. 17. ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBUC AT ALL TIMES DURING CONSTRUCTION, OR AS DIRECTED BY THE INSPECTOR. 18. EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY 1HE INSPECTOR FOR THE CITY INVOLVED BASED UPON CONSTRUCTION CONDITIONS. 19. MOVE DE.LINEATORS AND/OR CONES TO EDGE LINE STRIPE DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVEL LANE. 20. REMOVE OR TURN CONSTRUCTION SIGNS DURING NON-WORK HOURS. 21. CONFUCT!NG OR TEMPORARY STRIPING SHALL BE REMOVED AFTER EACH STAGE. 22. DEUNEATORS SHALL BE SPACED AT 25' MAXIMUM. 11'...,, I 0 12' -4- 13' "'f- 12' -4- ..r 10' --~Q_ ~=-~----c-c. -JI ' 1 ' ..... __ JI 1s·,... ;..,,, rr-- 1 I /,,,:HI (' I I I : I I I I ,_._ I ( C18 , ,J ~YMBOL LEGE:ND W WORK AREA TRAFFIC DEUNEATOR ~ PORTABLE SIGN (W/ STD. SIGN NO.) ][ TYPE !I! BARRICADE -DIRECTION OF TRAVEL y HIGH LEVEL WARNING DEVICE (<lE FLASH!NG ARROW SIGN 0 SIGNALIZED INTERSECTION 11111111!1 PORTABLE CHANGEABLE MESSAGE SIGN (CMS) -----, 50 MPH - ROAD ____ _ ---JAMBOREE ----------------------------------- ---·------------------- -~~-----+-25' ----------- C20(~·---:-,------------------ 600' ,/' E1"K HOURS 9,00 P.M. TO C20(2 LT)~ 500' /' 6:00 A.M. ---------600' ,/'L--\.....-------- 50 MPH ~ 1200· TAPE~----~------------- C-3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 1A CITY OF NEWPORT BEACH Vl--5289-S PUBl_lC WO\~KS DEP/..RfMFNr SH[[T T12 OF52 ~ " 80 ~ t t 15' 12' 12' 1.5' 0 14' 1 l' SAN DETOUR PLAN \woRK HOURS 15' 12' ~ 1..3'....,. 12'...,. w y -:i:,-;t.. .,,, < (...,. < 0 (.I) -p "1)0 c,C. -~ JAMBOREE EZJ JI -y 0 WORK AREA fRAFFIC DELINEATOR PORTABLE SIGN (W/ STD. TYPE 1H 8.ARRICADE DIRECTION OF TRAVEL SIGN NO.) HIGH LEVEL WARNING DEVICE FLASHING ARROW S!GN S!GNAUZED INTERSECTION PORTABLE CHANGEA . . BLE MESSAGE SIGN (CMS) ROAD 1'50' BUFFER ~ C13 -------------------- 21'-+-- JAMBOREE 50 MPH ~ __ ?-01-02 DATE DATE GY ,~EVISIONS '\ ~, ~ ,. ¾ f\ / ,-12" PIPE (1 \\ I \! \ I I: \ \:. 18' 12' l \ rt t t C13 ... ROAD 0 50 MPH ~ 13' -12' ,c'l- Ji. C18 ..... - - 12' 13' 10· 12· IRVINE AVENUE TRANSMISSION iAl~AMBOREE ROAD REPLACEMENT JAMBOREE ROAD -./' ~~ I \ ~~~----I ,/) c,f ,! JAMBOREE .., i2' 12~ PIPE C30 JI JI SYMBOL LEGEND E'.ZJ WORK AREA TRAFFIC DELINEATOR i> PORTABLE SIGN (W/ STD. SIGN NO,) J[ TYPE !ii BARRICADE ...,.,_ DIRECTION OF TRAVEL Y H!GH LEVEL WARNING DEVICE (l;t: FLASHING ARROW SlGN 0 SIGNALIZED INTERSECTION llllilllll PORTABLE CHANGEABLE MESSAGE SIGN (CMS) I WORK HOURS 9:00 P.M. TO 6:00 A.M. \ / 15• 12· -"6,>,.. 13',..._ 12' -+,. EXISTING SPLIT PHASE OPERATION ON SAN -JOAQlJl!',1_1-l!LLS RD 50 MPH -= 600' 1'--------------1 -~_C18 ---,,--,,,'--------cc-=-c---c~--~, 3:-:, == -+-12' ~ i2' ,..,_ 13' -------10· --12' .,,,.. 22· C-:3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 2 CITY OF NEWPORT BEACH w~s2s9-s PUBLIC WORKS DEPARTMEIH SHEET T14 OF 52 ~C13 50 MPH -=- JAMBOREE W WORK AREA I> :n: TRAFFIC DEUNEATOR PORTABLE SIGN (W/ STD. SIGN NO.) rYPE rn BARR!CAOE ..,.... DIRECTION OF TRAVEL y 0 HIGH LEVEL WARNING DEVICE FLASHING ARROW SIGN SIGNALIZED 1NTERSECTlON PORTABLE CHANGEABLE MESSAGE SIGN (CMS) JAMBOREE I WORK HOURS 9,00 P.M. TO 6,00 A.M. ffi C1~j ~~ If ,t 3'; 3': 15' 12' 12' 15' -----~ ) ______ _/' 23' ...,_ 11' ~ 12' ~ _______ 11·..,... ·---------------:--~------~ SEE SHEET NO. T16 MATCH LINE -----~-----! ) I 0"r,! fX1STING SPLIT PHASE Q!?_E;BA TION ON _§8_1'1__..lQAQl.JIN !-:!ILLS RD 15' 12' ~ ROAD ROAD ~~'-c--c--c-,--,--c--c.'-c,--__;_--'-_ _}____;_._ _ _:__ ___ ,___CC"C"~-~~~--,-------- -13' .,,, 12' I \\1 \~--~ 50 MPH -= 0 4-12' . ---------±~----:::: ______ -- __ .... ;____,_1_;,3 _____ cl~-G;,-G---____ -_-_______ -_ ---~---~1__-7 _____ ---~~~-_:::::c=--__.--= - --·:c:n:.e-_J__,. :n:,00 MATCH LINE SEE SHEET NO. T16 ][ ][ JI R17 PU,.NSPRF.PARfDB( )IC30 -------_________..L--c 1Q5 ---- 02 ------DATE DATE BY DfSCRIPTIQfJ i?[\/ISIONS C-Hl.? IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 3 CITY OF NEWPORT BEACH W-5289-S PU8UC WOf-\!<S OEP,'-\RTfv1fNT §lYMBOL LEGEND 12:ZJ WORK AREA -s TRAFFIC DEUNEATOR ~ PORTABLE S!GN (W/ STD. SIGN NO.) ][ TYPE Ill BARRICADE ~ DIRECTlON OF TRAVEL j HIGH LEVEL WARNiNG DEVICF. ~ FLASHING ARROW SIGN 0 SIGNALIZED INTERSECT!ON Bil PORTABLE CHANGEABLE MESSAGE SIGN (CMS) ~ 0 40 --s'o C5(LT) : C5(RT) .,,. , ~ ..... ..... SAN CLEMENTE DR cs(Lr) ~: DETOUR PLAN NI '::)' Ct'.' 0' 4'.. ',, i (D I WORK HOURS 9,00 P.M. TO 6,00 A.M. MATCH LINE SEE SHEET NO. T15 [I t DETOUR I] KEEP .. RIGHT SEE SHEET NO. T15 MATCH LINE U\ C a: (J) ::I J: z 5 0 < 0 -, z < w "" C30 "" C30 t MATCH LINE SEE ABOVE RIGHT 0 a: (J) ...J ...! :E z ::J 0 < 0 -, z < w SEE BELOW LEFT MATCH LINE 18' 12' TRAFFIC CONTROL PLA.N JAMBOREE ROAD -STAGE 3 CITY OF NEWPORT BEACH PUBLIC WORKS D[PARTMENT SH[[l T16 OF 52 ,,. 50 MPH - JAMBOREE IZZJ WORK AREA IRAFF!C DEUNEATOR PORTABLE SIGN (W/ STD. SIGN NO.) ][ TYPE JI! BARR!CADE -ei-DiRECTION OF TRAVEL I HIGH LEVEL WARNING DEVICE (qi: FLASH!NG ARROW SIGN 0 SIGNALIZED INTERSECTION llli1lillllll PORTABLE CHANGEABLE MESSAGE SIGN (CMS) I WORK HOURS 9:00 P.M. C18 .. C13 ... II: C18 ~ ~ :§~ 1 • tt 15' 12' 12' 15' It --------------- ... C18 0 EXISTING SPLIT PHASE OPERATION ON • SAN JOAQUIN. H11..It_RQ ~ ci r ROAD 15' 11',,... 15' ROAD I-LL ww z-' ::is :r:O () _I 1-W <( Ill ~UJ ----~c..c..c~, w (/) C13\m IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 3 CITY OF NEWPORT BEACH PUBLIC WORl<S DEP /\RTMEN 1 80 50 MPH --- ~_'(Jy'!E3Q!, L.i;GE:ND E'.2J WORK AREA - -fl--17' TRAFFIC DELINEATOR PORTABLE SIGN (W/ srn. SIGN NO_) ...... y TYPE !H Bl\RRICADE DIRECTION OF TRAVEL HIGH LEVEL WARNING DEY!CE FLASHING ARROW SIGN S!GNAUZED INTERSECTION El PORTABLE CHANG EABLE MESSAGE SIGN (CMS) I WORK HOURS ROAD 50 MPH - ------~_;,W--------------i----""+----\_@C_t----j--'"";f'---• ,__________-----~~~~0~::-~()A~ __ J __ =_J,,~~--=-l~.,, "' _ L -22' -12' ~ 5 t:=======""=="'==-==-' ____________________ ,4_~---~-I--I Qw 6 G "--'~--~---'-_ _,_,_,,__ _ _c.--___ ------'-____ ~-___,~ a:ll--<( <( w2 w if) L------- TO ,3:30 P.M. n C13~ DESCRlf'TIC~ SO MPH ~ ~'f_MBOL LEGEND 12'.ZJ WORK AREA - ][ -y (s) TRAFFIC OEUNEATOR PORTABLE SIGN (W/ STD. TYPE iU BARRICADE DIRECTION OF TRAVEL SIGN NO.) HIGH LEVEL WARNING DEVICE FLASHING ARROW SIGN SIGNALIZED INTERSECTION ~ 17' Bl PORTABLE CHANGEABLE MESSAGE SIGN (CMS) ROAD "' -=====_ce-==•-~o> -~=-----=~~-~~ • ~ n 1..------- I WORK HOURS I-LL ww z_j ::is :cO o_j 1-W <( CD ~w w Cf) CITY OF NEWPORT 8 -STAGE 6 PUBLIC wom<s o -EACH EPARH:IENT L2J WORK AREA TRAff!C DEUNEATOR I> POR1ABLE SIGN (W/ sm SIGN NO.) ]: 1YPE ill BARRICADE DIRECTION OF 1RAVEL y HIGH LE.YEL WARNING DEVJCE FLASHING ARROW SIGN SIGNALIZED !NTERSECT:ON PORTABLE CHANGEABLE MESSAGE SIGN (CMS) ..::._::_:;_~-~~ C!3 -.- t 18' ::\ .\ ~ CiB ROAD £1: C18 ~ "( 1c13 ~~/++ti !f s:; / 1s· 12· 12· 15• ( ------·-·----~) ~ ~':'80REE 23' ._ ": ----2~:c_C1:_:3:__ 15' --------- 11:.·: -----·-------.,-,-~-c-_-·-_--:--:---:-_-::--:-:-:--__ .--_ .-__ ~ 0 14' v2 EXISTING_ SPLIT PHASE OPERA T!ON ON $.AN JOAQUIN HILi.._$J30 JAMBOREE 50 MPH =- 12' ~ 10' I WORK HOURS 9:00 A.M. TECH, INC. DATE BY ----1 ------~~~---r------.._ --·-·-------- TO 3:30 P.NI. J OESCl<;i"TIDrl C--.3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL Pl.AN JAMBOREE ROAD -STAGE 7 CITY OF NEWPORT BEACH w 52s9-s PUBLIC WORKS D[PARTMENT SHE[ T T20 OT 52 ] 0 Bl TRAFFIC DEUNEATOR PORTABLE SIGN (W/ STD. SIGN NO.) TYPE l!l BARR!CADE DIRECTION oi:-TRAVEL HIGH LEVEL WARN!NG DEVICE FLASHING ARROW SIGN SIGNAUZED INTERSECTION PORTABLE CHANGEABLE MESSAGE SIGN (CMS) --4-24' -12' ..,_ 12· f\ C13 .... 14' 12' 18' t t 2J' ...... 11·.,._ E;X!STING_ SPLIT PHASE OPERATION ON 14' 11' SAN JOAQUIN HILLS RD .JAMBOREE ...... 22' 0 t 12' 12' 14' ·-·----::......;::.~~~~;:. .... C18 TYPICAL TRAFFIC CONTROL FOR MAIN LINE ~ < 0::: < f < m ~ :z "'( (I) JAMBOREE 12' ........ 50 MPH =- I WORK HOURS 9:00 A.M. TO 3:30 P.M. ROAD \ r IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT CITY OF NEWPORT BEACH PUBUC WORKS DEPAR1MEN f 50 MPH - $YME!QL_l_E_GEHD CZ] WORK AREA TRAFFIC DEUNEATOR /\ \ PORTABLE SIGN (W/ STD. SIGN NO.) ][ 1YPE Ill BARRICADE ..... y 0 111111!11111 DIRECTION OF TRAVEL HIGH LEVEL WARNING DEVICE FLASHING ARROW SIGN SIGNALIZED INTERSECTION PORTABLE CHANGEABLE MESSAGE SIGN (CMS) I WORK HOURS 9,00 A.M. TO 3,3D P.M. I-I Clw rcz w::::i >I Oo DJ 1-<C <C w'.:2 w (j) JAMBOREE ...et"" 12· ~ 14' _ -----~ -· --- ------~-----,----------~ ---•• --· ' ------------· • Dc.SCRiPTION REVISIONS ROAD I-LL ww z _J ::is :i:O 0 _J I-w <( i:n ;;z:w w f.f) C-<3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE g CITY OF NEWPORT BEACH w-s2s9-s PUBLIC 'N()Rl(S DEPARTMEN f SHEl r T22 or 52 ST EQ ___ _ ~ 0 I.!. C18 I $YM~Ql. L.E:Gf.:ND 12'..Z'.J WORK AREA -- - TRAFFIC DEUNEATOR PORTABLE SIGN (W/ STD. lYPE I!! BARRICADE DIRECTION OF TRAVEL SIGN NO.) y HIGH LEV EL WARNING DEVICE FLASHING ARROW SIGN SIGNALIZED INTERSECTION PORTABLE CHANG EABLE MESSAG E SIGN (CMS) 50 MPH ~ I-I 0 ii:: ~ 0 ....J w m w w (f) JAMBOREE -22· -'4-12' ROAD 50 MF> """'==H 1- -w tt z-l ------------=--..::......._--~ ~c -·-~------=-~ ~ ---~ RE. v1s1rn~s ::}W :i:> 0 ClJ <( '.:?;W w (I) TRANSMISS~iJ M& JAMB AIN RE IRVINE AV JAM1~:;~c R~~T~ ITY OF NEWPORT PUElUC WORKS -' BEACH ' Dt_pARTMtNT I-I S2 w ----_ __.___ o::z-~ W ::J , --12' > I /7-'-LC 25' 0 (,) ,__ ___ . IYp IIll-<:( <( ttl :'z ,--~~-===,=c..,-- {/) ~--------0 '10 150' EXISTING SPLIT PHASE QPE:RATION ON -- EASTBi:.ui=F DR 1 E9BP_ RQ ----------- c{j dD -25' RD CS(LT) DETOUR PLAN JAMBOREE 500' TAP':".-------- \\ r-------------------------------- •, I ,., ~ \~ ---·-c,_~-----------c-~-C-= 1-4---- ~ 27' $YMBOL LEGEND 2'.ZJ WORK AREA TRAFFIC DEUNEATOR ~ PORTABLE SIGN (W/ STD. SIGN NO.) ][ TYPE II! BARRICADE '4f-DIRECTION OF TRAVEL Y HIGH LEVEL WARNING DEVICE <1,E FLASHING ARROW SIGN 0 SIGNALIZED INTERSECTION lillllllll! PORTABLE CHANGEABLE MESS_AGE SIGN {CMS) I WDRI< HOURS 9,00 P.M. TO 6:00 A.M. IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 11 CITY OF NEWPORT BEACH W-5289-S PUBLIC WOR!<S DEPAR1MEN1 JAMBOREE ---~~~----~==~==--------- -----------------------------:-~------~------- __ J 80 $YME3_9L,_i,.1;GE_ND 122] WORK AREA .... y 0 1B TRAFFIC DEUNEATOR PORTABLE SlGN (W/ STD. TYPE I!! BARRICADE DIRECTION OF TRAVEL SIGN NO.) HIGH LEVEL WARNING DEVICE FLASHING ARROW SIGN S!GNAUZED INTERSECTION PORTABLE CHANGEAB LE MESS.I\GE SIGN (CMS) ---------- E:XISTIN QE_I; E:l\_$J FORD--RD-- ,so· ; BUFF£:R I ~ MATCH LINE SEE SHEET NO. T26 14" -ii--27' 1-u. ww z _j ::is IO 0 _j 1-W <( co :;;::w w (j) _._ CS(t f) BtsoN AV C5(RT) ~ •:~S(LT) DETOUR PLAN .... SC3 12'.Zi WORK AREA TRAFFIC DEUNEATOR [It DETOUR $G~ ~ PORTABLE SIGN (W/ STD. SIGN NO.) ][ 1'/PE Ill BARRICADE _..,. DIRECTION or:-TRAVEL Y H!GH LEVEL WARNING OEV!CE ~ FlASH!NG ARROW SIGN CD SIGNALIZED INTERSECTION !!Ill PORTABLE CHANGEABLE MESSAGE S!GN (CMS) I WORK HOURS 9:0D P.M. TO 6:00 A.M. KEEP I] .. RIGHT $B45 MATCH LINE SEE SHEET NO. T25 D[SCRIPTION REViSl['W_; SEE SHEET NO. T25 MATCH LINE L I/ ! /: I i "' :' I I I /I I I ¾ t / I C-3412 IRVINE AVENUE & JAMBOREE ROAD TRANSMISSION MAIN REPLACEMENT TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 12 CITY OF NEWPORT BEACH w-52e9 s PUEJLIC WORKS OEPM~TMENl SHEU T26 or 52 I-I Gw a:~ UJ-1 >I 00 ro I-< < w~ UJ (/) JAMBOREE o al_ C13 ,._--::~~~:---:----~'.."--=-~-~ 50 MPH =- IZZJ ]. WORK AREA TRAFFIC DEUNEATOR PORTABLE SIGN (W/ STD. SIGN NO.) TYPE II! BARR!CADE .,_ DIRECTION OF TRAVEL y 0 HIGH LEVEL WARNING DEV!CE FLASHING ARROW SIGN SIGNALIZED INTERSECT!ON PORTABLE CHANGEABLE MESSAGE SIGN (CMS) SEE SHEET NO. T2B MATCH LINE MATCH LINE SEE SHEET NO. T28 -f!--27' 50 1-/iPrl ~ , ooo· ~\ c,OO ~ --------cio I WORK HOURS g,oo P.M. TO 6:00 A.M. 5-01-02 DA -:-E OESCRIPIICN O,\TE IRVINE AVENUE & JA TRANSMISSION MAIN ~~~::,.fgE~~~ TRAFFIC CONTROL PLAN JAMBOREE ROAD -STAGE 13 CITY OF NEWPORT BEACH w .. s2sg s PUBUC WOf~KS D[PAfH/..~ENT SHE[1 T27 01 52