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S-2004-3.1-3.34<I CITY OF� WPOR B AClil I- mm, E S A ORKS DEPARTMENT SANITARY llNW[Nl:E# li DISTRICT DISTRIC'A. \ w SAL I R S� 5ANI�q III, Is SI W � Td NJ RAND FS4E4 UWi I E I Ral MAIN R WWACEM NT PROJECT SEPTEMBER 2004 ly IRVINE RANCH WATER DISTRICT RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACTLITIES IDENTIFIED IN THE, TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON TI IE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWN[]2S(S) WILL. NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE - IF THE PRECISE, LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN TTIE PRESENCE, OF AN EMPLOYEE OF THE CITY / DI STRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED_ H: \NO3 \110 \plans \dwg \REC0RD DRAWINGS \CVRALL.dwg 01117106 8:54am PLOT AT 1 =1 D -537 AFM`Po,� W YQ? IF I'llSol MILVII-1-91102 lAW I m will 19111 IRV NE A T R rl A N I P'LAC R L M R / L= LNT in r= ial'mPTr[EMBER 2004 CE=3411 APPROVED : DATE: 9 3 b v EGI% OF PUBLIC WORKS R.C.E. 36106 APPROVED : 14.0wm Diet" 11121m ?-A L Dom 011 now I. No. 44497 31 Consulting Engineers up. 23231 South PoInle DIINIIm, Sult9 103 Civil. 92653 (9493768-1600 OF IIIII r—l= 44497 jg�� \L PiJOJECT GER RICE NO. APPROVAL RECOUVENDED R.C.E. 24967 A17PRCVAL RECOIII I DATE: - L (c? lb 3 I/—Eb-5 - APPROVAL RECOV-VENDED 1 <iIv E& irm �VIIIIIIIIIIIII, UTILITIES DIRECTOR R.C.E. 25553 GEIIIIERAL SERVICES [)!RECTOR MANS. & BEY. SERVICES "AIIJAGER R.C.E. 140. 22045 DATE t? la d I/ - I DATE DATE ko* APPROVED ' 7'L " " "Fit RC E, 46214 RIl'4CVCIVlL EtJGI?IrER DATE "1-10-64 DATE BY DESCRIIPTIOu APPD DESIGNED JpS EE CADD REVISIONS CHECKED JLB I DATE 07/04 IRVINE WATER MAIN C-3411 AVENUE REPLACEMENT TITLE SHEET CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT W-5305-S SHEET 2 OF 34 n;\-'VJ \l vvtqvjvq V'JJQ�Tl VLul ml 4-1 040 1 0000 0 A u Q J 1 D of ,, L x STANDARD SYMBOLS ABBREVIATIONS SHEET INDEX - `i_ - CENTERLINE ABAND ABANDONED HORIZ HORIZONTAL SKr. NO. DESCRIPTION W PROPOSED WATER LINE - SIZE AS INDICATED AB AGGREGATE BASE ID INSIDE DIAMETER 1 COVER TITLE SHEET AC ASPHALT CONCRETE OR ASBESTOS CEMENT INV INVERT W EXISTING WATER LINE -SIZE AS INDICATED 2 CNB TITLE SHEET WITH SIGNATURE BLOCKS { ) ACP ASBESTOS CEMENT PIPE INSUL INSULATED RW PROPOSED RECYCLED WATER LINE - SIZE AS INDICATED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE IP IRON PIPE 3 STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP. SHEET INDEX MAP, AV AIR RELEASE & VACUUM RELIEF VALVE IRWD IRVINE RANCH WATER DISTRICT SHEET INDEX (CNB SHEETS ONLY) RW EXISTING RECYCLED WATER LINE -SIZE AS INDICATED AWG AMERICAN WIRE GAUGE LF LINEAR FEET 4 CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES, S PROPOSED SEWER LINE -SIZE AS INDICATED AWWA AMERICAN WATER WORKS ASSOCIATION LT LEFT CNB GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY - EXISTING SEWER LINE - SIZE AS INDICATED BC BEGIN CURVE MAX MAXIMUM 5 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 5 +94.00 TO STA. 20+00.00 - - EXISTING UNDERGROUND T.V. CABLE BCR BEGIN CURB RETURN MH MANHOLE BEG BEGIN MI MILE 6 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 20 +00.00 TO STA. 29 +00.00 - EXISTING GAS LINE - SIZE AS INDICATED BF BLIND FLANGE MIN MINIMUM 7 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 29 +00.00 TO STA. 41 +56.93 EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED BFV BUTTERFLY VALVE A1J MECHANICAL JOINT 8 CNB 24" WATER MAIN PLAN AND PROFILE SHEET -STA. 41 +56.93 TO STA. 51 +26.18 EXISTING STORM DRAIN - SIZE AS INDICATED BLK BLOCK N NORTH BM BENCHMARK NE NORTHEAST 9 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 51 +26.18 TO STA. 59 +33.53 - EXISTING TELEPHONE CONDUIT BO MANUAL DRAIN AND BLOWOFF ASSEMBLY NW NORTHWEST 10 CNB 8" WATER MAIN PLAN AND PROFILE SHEET - STA. 50 +00.00 TO STA. 63+27.92 EXISTING FIBER OPTIC CABLE CB CATCH BASIN NO NUMBER - - EXISTING POWER CABLE CCP CONCRETE CYLINDER PIPE NTS NOT TO SCALE 11 CNB MISCELLANEOUS DETAILS FM EXISTING SEWER FORCE MAIN - SIZE AS INDICATED CF CURB FACE OC ON CENTER CMSD TITLE: SHEET (WITH SIGNATURE BLOCKS) EXISTING RIGHT -OF -WAY LINE CIP CAST IRON PIPE OD OUTSIDE DIAMETER a TANDARD SYMBOLS & ABBREVIATIONS. VICINITY MAP, SHEET INDEX MAP, CL CLASS PE PLAIN END SHEET INDEX (CMSD SHEETS ONLY) - EXISTING CONCRETE CURB C L C CEMENT - MORTAR LINE dt CO TE PCC POINT OF COMPOUND CURVATURE R (PL) PROPERTY LINE 1< CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK, CMSD GENERAL SEWER NOTES, EXISTING EDGE OF PAVEMENT (E.P.) CMLAtTW CEMENT- MORTAR LINED dt TAPE WRAPPED ;- I,L.iC AcEN 'IES Pc UTILITIES, NoncE TO CONTRACTOR, ,iOe SITE SAFETY CMS, COS A ME SANI A D T CT PH POT HOLE PROPOSED WATER VALVE CNB CITY OF NEWPORT BEACH PO PUSH-ON I`% CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - IRVINE AVENUE - STA. 90 +00.00 TO STA. 95 +41.37 EXISTING WATER VALVE PO POWER POLE CMSD GRAVITY SEWER MAIN PLAN AND PROFILE MESA DRIVE - STA. 0 +79.46 TO STA, 1 +47.79 CONC CONCRETE FH PROPOSED FIRE HYDRANT (F.H.) CONT CONTINUOUS PSI PRESSURE (POUNDS PER SQUARE INCH) CMSD 12/" SEWER FORCE MAIN PLAN AND PROFILE. - STA. 199 +80.00 TO STA. 200+82.6± EXISTING FIRE HYDRANT (F.H.) CID CATHODIC PROTECTION PUE PUBLIC UTITITY EASEMENT iR'.VD T!? LE !tEF_ hl T (Wl SIGNATURE BLOCKS ) CPLG COUPLING PVC POLYVINYL CHLORIDE PROPOSED WATER SERVICE RECONNECTION PVMT PAVEMENT STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, CTR CENTER SHEET INDEX (IRWD SHEETS ONLY), EXISTING WATER METER (W.M.) - SINGLE rt (CL) CENTERLINE R (RAD) RADIUS DIA DIAMETER REBAR REINFORCING STEEL t. CONSTRUCTION NOTES, BASIS OF BEARING'S, BEARINGS, BENCHMARK, IRWD GENERAL NOTES, EXISTING WATER METER W.M. - DOUBLE { ) REQD REQUIRED PUBIC AGENCIES & UTILITIES. NOTICE TO CONTRACTOR, JOB SITE SAFETY DI DUCTILE IRON AV PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE DIP DUCTILE IRON PIPE RT RIGHT ?[ IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 70+0().00 1 0 STA. 79 +00.00 EXISTING AIR RELEASE AND VACUUM RELIEF VALVE DWG DRAWING RW RECYCLED WATER ='1 IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 79 +00.00 TO STA. 83 +72.5± eo PROPOSED BLOWOFF ASSEMBLY E EAST R/W RIGHT -OF -WAY EC END CURVE RWV RESILIENT WEDGE VALVE 22 CP -1 CORROSION PROTECTION PLAN AND GENERAL NOTES FOR CNB 24" WATER MAIN Q EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC TEST STATION EL ENGR ELEVATION ENGINEERING S SCE SOUTH, SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON 23 CP -2 CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN ETC ETCETERA SCH SCHEDULE 24 CP -3 CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN EXISTING CATHODIC TEST STATION EXIST (EX) EXISTING SD STORM DRAIN 25 T -1 TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND. EXISTING CATCH BASIN (C.B.) FL FLOWLINE SE SAND EQUIVALENT OR SOUTH EAST TRAFFIC CONTROL FOR CNB ON WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE EXISTING MANHOLE (M.H.) F (FLG) FLANGE SHT SHEET TO MIRA LOMA PLACE - - EXISTING ELECTRICAL OR TELEPHONE VAULT FG FINISHED GRADE SPEC SPECIFICATION 26 T -2 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE FH FIRE HYDRANT SS STAINLESS STEEL TO MESA DRIVE EXISTING FENCE FIP FEMALE IRON PIPE THREAD STA STATION 27 T-3 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION EXISTING POWER POLE FM FORCE MAIN STL STEEL B UTILITY POTHOLE LOCATION SW SOUTHWEST 28 T -4 TRAFFIC CONTROL FOR CNB 240 WATER MAIN - IRVINE AVENUE FROM MESA DRIVE FS FINISHED SURFACE TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET EXISTING TREE FT FEET THK THICK CURB 29 T -5 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL EXISTING SHRUBS FUT FUTURE TO BRISTOL STREET FWY FREEWAY TS TRAFFIC S (CONDUIT /CABLE) EXISTING PIPE ENCASEMENT - TYPE AS INDICATED GA GAUGE TYP TYPICAL : -c TRaFI1C CONTROL FOR CMSD GRAVITY MAINS - IRVINE AVENUE NORTH OF MESA DRIVE UG UNDERGROUND IFRAFFIC CONTROL FOR CMSD 12" SEWER FORCE MAIN IRVINE AVENUE AT MESA DRIVE INTERSECTION ® ORANGE COUNTY ASSESSORS PARCEL NUMBER GAL GALLON OR ALIGNMENT BEARING GALV GALVANIZED VERT VERTICAL 7 TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS IRVINE AVENUE Al MESA DRIVE INTERSECTION 2 DENOTES DETAIL NUMBER GB GRADE BREAK W WEST OR DOMESTIC WATER TRAFFIC CONTROI_ FOR, IRWD 12" WATER MAIN IRVINE AVENUE FROM UNIVERSITY DRIVE SHEET NUMBER GV GATE VALVE WM WATER METER TO MIRA LOMA PLACE HP HIGH POINT 4 ANGLE _a TRAFFIC CONTROL FOR IRWD 12" WATER MAIN IRVINE AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE I" -Iii TRAFFIC CONTROL FOR IRWD 12" WATER MAIN IRVINE AVENUE AT MESA DRIVE INTERSECTION a� J� 40 0 00 �1' P > O BEACH HUNT#MTON N BEACH PROJECT VICINITY VICINITY MAP ►.el Ce 1J M�p..mojmit tJ� •; J — CIIN `�� 8 IRVINE AVENUE HEET INDEX MAP SC2ALE: 1' - 300 No. 44497 EM, Moe DANIEL ftm M1IEfRING Consulting Engineers 23231 South Pointe Drive, Suite 103 Laguna HAIs, CA 92653 (949) 7611 -26010 44497 117 JECT ER RCE NO. DA E 1120106 JL8 U RECORD DRAWING DATE BY DESCRIPTION REVISIONS RECORD DRAWING TITS IS A R1-,CORD DRAWING OF'IHE FACILITIES IDETN711,1ED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT HE RESPONSIBLE: FOR ANY ERROR(S) OR OMI SSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN IIISREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. LF T'IIE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. APPROVED MICHAEL SINACORI R.C.E. 46214 PRINCIPAL CIVIL ENGINEER DATE APP'D DESIGNED JPS DRAWN CADD CHECKED JLB DATE 07/04 C -3411 IRVINE AVENUE WATER MAIN REPLACEMENT STANDARD SYMBOLS & ABBREVIATIONS VICINITY MAP, INDEX MAP, SHEET INDEX CITY OF NEWPORT BEACH W-5305-S PUBLIC WORKS DEPARTMENT SHEET 3 OF 34 i NOTES- CITY OF NEWPORT BEACH GENERAL WATER CITY OF NEWPORT BEACH 1R,yj LE RANCH' ''y`V ?f E_R__..D /1 S) C_R _F 1. THE CONSTRUCTION OF THE WATER MAIN AND ITS APPURTENANCES SHALL CONFORM TO 27. ALL CONCRETE SIDEWALKS OR CURBS TO BE REPLACED SHALL BE SAWCUT TO THE THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS,STANDARD NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLAN 24° DOMESTIC WATERLINE 12 "DUP�ESTlC�4VA T- LIN'r_ SPECIAL PROVISIONS, DESIGN CRITERIA, STANDARD DRAWINGS AND THE "STANDARD JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE ITEM DESCRIPTION D�IPTIC+N SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" 1994 EDITION AND SUPPLEMENTS AGENCY HAVING JURISDICTION OVER THE AREA. ALL EXPOSED CONCRETE SURFACES AND THESE SPECIFICATIONS. SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. O CONSTRUCT 24" CML&TW STEEL PIPE (1/r MIN PLATE THICKNESS) ) 4• li. Ti Pt PPr1JtL l SF + -. �'IF I +,. ,IIVN',. TRENCHING AND BEDDING PER DETAIL 3 `' 2. THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH 28. ALL P.C.C. AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING 1 (A !N STAL. 12' PVC. AW'A 4 , 90„ (CL X00) PIPE •,NI; " t'N(;r UTILITIES DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK. THE CITY OF LIMITS AND SAWCUT PRIOR TO THE REMOVAL. ALL DEBRIS CREATED BY THE REMOVAL g• NEWPORT BEACH CAN BE REACHED AT (949) 544 -3011. OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE CRFNGHIN A :4- i! a ?IrdG h IRWD 1 fl) t sa" IN 0. �i 1 DESPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE O CRUSHED R PERFORATED PVC (SOH 80) PIPE WRAPPED IN 3/4" 3. THE CITY OF NEWPORT BEACH FIRE DEPARTMENT SHALL BE NOTIFIED 48 HOURS IN TO THE CITY OF NEWPORT BEACH. CRUSHED ROCK PER DETAIL N iaLL PVC. AWWA (.<�OC+ `GI_ �G��) tr' QI�;I� r l',I:G" ADVANCE OF ALL LANE CLOSURES WITHIN THEIR JURISDICTIONAL AREA. g TFI Nt HING AN E' CiEDPIN PER!RWI, ,TD. ._WG. N() ;' ti. 29. TRAFFIC CONTROL SHALL CONFORM TO THE SPECIFIC TRAFFIC CONTROL PLANS INCLUDED O INSTALL 8" PVC AWWA C900 CL 200) PIPE AND FITTINGS. 6`) NST'.t.± 6' PVC AA1WA C191;0 (CL 200) PIPE AND FII I`INCS 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY REPRESENTATIVES FROM THE IN THESE PLANS. TRENCHING AND BEDDING PER DETAIL 3 ` TR NCH!NG AND HEIDDING PER IR'.";D STD. DWG. NC ,+' '.1. RESPECTIVE UTILITY COMPANIES PER STATE LAW. CALL UNDERGROUND SERVICE ALERT 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES AT (800) 422 - 4133. 30. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE FOR SMOOTH TRAFFIC FLOW 11 63 N_+TPLL PVC v uA C +r ! AND SAFETY ACCESS SHALL BE MAINTAINED FOR ALL PROPERTIES ADJACENT TO THE WORK. C. ui t i. N r i-11. 5. THE EXISTENCE AND LOCATION OF ANY EXISTING UNDERGROUND UTILITIES OR O4 INSTALL 6" PVC AWWA C900 (CL AIL PIPE AND FITTINGS. TzEn!cHnN aND nF niihJ r' Rwr STD. ,1wG. N () :t. STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE 31. TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ON THE PLANS BASED ON AVAILABLE TRENCHING AND BEDDING PER DETAIL e RECORDS AND ARE APPROXIMATE ONLY. THE CONTRACTOR IS REQUIRED TO TAKE ALL RECORD PLANS. THE CONTRACTOR SHALL FIELD VERIFY LOCATION OF ALL TRAFFIC 11 \E'4) +N` ' AL , V L ' ! PI ' (.!_ 50) PER IRWD STD DW 'v, PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN. AND ANY OTHER LINES SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE WITHIN SEVEN (7) ;F r <', +' OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE CALENDAR DAYS OF DISRUPTION. 5 INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH bJ, IN -S ALL s „C,I� I 4, r, i- 0: E Ih,V C. .•iL' PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. STD - 510 -L -C AND STD- 511 -L. Cvtl n �C!. ' 7. 32. IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED OR THE O INSTALL 6" FLGIdIJ RWV (CL 200) PER CITY OF NEWPORT BEACH 6F'� lv ALL FIRC H L'L'<g1J1 A ,` LMBL PER It(MiD S. ?D uW' S. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH EFFECTIVENESS OF WHICH HAS BEEN REDUCED BY CONSTRUCTION, IT WILL BE THE SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO STD - 510 -L -C AND STD- 511 -L. N'I'll. W..6• OTHER EQUIVALENT MEANS. TRENCHES OR EXCAVATIONS LESS THAN FIVE (5) FEET IN THE CITY OF NEWPORT BEACH. ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) O INSTALL 5" FLGxMJ RWV CL 200 PER CITY OF NEWPORT BEACH 6 1 REMOVE. E INC + P H N' AI:"R E DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS AS A MINIMUM AND BE SUPPLEMENTED WITH RAISED REFLECTIVE PAVEMENT MARKERS AS ( ) H R , DELIVER \ _I AND EIRE OPERATIONS - GROUND MOVEMENT MAY BE EXPECTED. REQUIRED. STD - 510 -L -C AND STD - 511 -L. .: ALV aGE + IF�L rL..F I� 7:� a..;, l C) IRWD OPERA'CICN� CENTER. AT .3512 MIC riE SOIJ Di'l'�F`, !RHINE c A 92612 7. ALL TRENCHING AND /OR SHORING SHALL MEET REQUIREMENTS OF CAL -OSHA. THE 33. THE CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT. SAFE, CLEAN AND O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500 -L �_.t CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FROM SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF THE AGENCY HAVING (J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. 68 INSr.,LL NLI IP ; G;L(CK, arvD ABANDON EXISTING WATER JURISDICTION OVER THE AREA. STREETS SHALL BE KEPT CLEAN OF DEBRIS WITH DUST CAL -OSHA. MA +N A.I. NF HRL81 +t D A r Hwy; r!NF, F !STING WATER MAINS AND NUISANCE BEING CONTROLLED AT ALL TIMES. THE CONTRACTOR SHALL ALSO BE O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. AFE TO Esr aBAnlF ++`Nc�' aFrFr- NEW rngira ,IA> BEEN PLACED I�: 8. THE CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY THE LOCATION AND DEPTH SFP.I;E ANL P.LL i WO CE ILE i , LROM. r!'IE OLD MAIN HAV 10 INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT 9E FN TRAE ERRED TO NF & N AIN .�/ NL JN EXISTING VALVES I %: DI' ALL UTILITIES AND POINTS OF CONNECTION PRIOR O SUBMITTAL OF PIPE LAYING RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY THE CONSTRUCTION. BEACH STD- 515-L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. f� /,CF, I3A( tr I+ 1_ v: E v^ S R N•1OVF VA-vE COVERS AND DIAGRAMS. IN ADDITION, THE CONTRACTOR SHALL EXPOSE ALL UTILITIES AND SERVICES 34. THE CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER AND WATER TRUCK T;n; Al t>A V V1,E T, AT LEAST 300 LINEAR FEET IN ADVANCE OF THE ACTUAL PIPE EXCAVATION OPERATIONS. AVAILABLE AT ALL TIMES DURING CONSTRUCTION WORK HOURS. 11 ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. 9. THE CONTRACTOR SHALL KEEP A SIGNED SET OF APPROVED PLANS AND SPECIFICATIONS 35. AT THE END OF EACH WORKING DAY AND AT THE TIMES WHEN CONSTRUCTION OPERATIONS L', O, c , + +, rd a„ r..n FF ^tl( (I Mt TI F PER IRWD S INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT S I u AND A COPY OF ALL CONSTRUCTION PERMITS ON THE JOB SITE AT ALL TIMES DURING ARE SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL REMOVE ALL EQUIPMENT, 12 ,inL, , ,, w 1. NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED WORKING OPERATIONS. VEHICLES, MATERIAL, TRAFFIC CONTROL DEVICES, STOCKPILE OR ANY OTHER FORM OF OBSTRUCTION FROM THE STREET RIGHT -OF -WAY. AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS (70� INS_'ALL 4' `!OMLSTIC' 'tJA1iiR S'.- K'.'CE !vtFiER WITH MANIFOLD 10. CONSTRUCTION WORK HOURS SHALL BE 700 AM TO 430 PM MONDAY THROUGH FRIDAY, FROM THE OLD MAIN HAVE BEEN TRANFER. R TO NEW MAIN. ABANDON EXISTING ` ASSEMBLY PER IRWD STC+ OWG. N0, W-1. EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS 36. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL EITHER BACKFILL AND PLACE VALVES IN PLACE. BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. AND /OR PROJECT SPECIFICATIONS. (7i) IIvSTaLI. V,�A. "i t:R i��i_;t +.!_:' , ' >Ah4PU'JC ;; 1 < +. IuN PER IRS +rO STD. BASE PAVEMENT OR STEEL PLATE ALL EXCAVATIONS WITHIN STREET RIGHT- OF-WAY SO ALL LANES OF TRAFFIC CAN OPEN UP. STEEL PLATE SHALL BE TACKED DOWN OF SPIKED 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL DWG. NC`" W-26 11. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL AND TEMPORARY A.C. PLACED AS REQUIRED BY THE REGULATORY AGENCY. AND FIRE HYDRANTS. l- SAFETY REQUIREMENTS. .:r NNEGfION, A UN+ /' =R'_ D ti' ND IRVINE" AVENUE. 37. THE CONTRACTOR SHALL PROTECT IN PLACE EXISTING MONITORING WELLS. THIS INCLUDES SEE DETAIL 12. ALL WORK SHALL COMPLY WITH CONDITIONS ESTABLISHED BY THE CALIFORNIA REGIONAL THE WELLS THAT ARE SHOWN ON THE PLANS AND THOSE THAT MAY NOT BE SHOWN ON 14 INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION. - � WATER QUALITY CONTROL BOARD. THE PLANS, THE CITY AT ITS DISCRETION, MAY REQUIRE THE CONTRACTOR TO INSTALL SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. %' STEEL PLATES OVER THE MONITORING WELLS TO PROTECT THEM. 15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. 13. AN ENCROACHMENT PERMIT HAS BEEN APPLIED FOR FROM THE CITY OF NEWPORT BEACH. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR WILL BE REQUIRED TO PULL THIS t = PERMIT AND COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT. NO�CE TO CONTRACTOR 16 INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH PUBLIC AGENCIES � UTILfT1ES 14. BENCHMARK/MONUMENT NOTE: STD - 502 -L. ANY BENCHMARK OR MONUMENT WHICH IS DISTURBED OR DESTROYED SHALL BE REESTABLISHED AND REPLACED BY A STATE OF CALIFORNIA CIVIL ENGINEER REGISTERED THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF ANY UNDERGROUND UTILITIES OR PRIOR TO DECEMBER 31, 1981 OR A LICENSED LAND SURVEYOR, AND A CORNER RECORD STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. UNDERGROUND SERVICE ALERT (600) 227 -2600 OR RECORD OF SURVEY FIELD AS REQUIRED BY THE LAND SURVEYOR'S ACTS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN COSTA A ON MESA S A N i I ,� R r 15. CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFFIC CONTROL PLANS PRIOR UTILITIES AND SUB-STRUCTURES SHOWN ON ITHEDDRAWINGS ARE APPROXIMATE ONLY. Mg) _. _ Y Ll� � T R � (. I _ CITY OF NEWPORT BEACH (UTILITIES) - UTILITY CLERK (949) 644 -3011 (DAY) (949) 644 -3717 (NIGHT) TO FINAL SUBMITTAL OF PIPE LAYING DIAGRAMS FOR STEEL PIPE. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE GRAVITY S E WER UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS, COSTA MESA SANITARY DISTRICT - ROBIN HAMERS (949) 631 -1731 16. STATIONS, COORDINATES AND CURVE DATA REFER TO THE CENTERLINE OF THE PIPE. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR DE8CRIPTI� STATIONS SHOWN ARE VERTICAL PROJECTIONS ALONG THE CENTERLINE OF PIPE. STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS (/n IRWD SYSTEMS OPERATORS - STEVE HABIGER 949 453 -5745 DISTANCES SHOWN IN PROFILES AND IN THE ESTIMATED QUANTITIES ARE HORIZONTAL OF ALL UTLITIES SHOWN ON THE DRAWINGS. 99 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. ( ) DISTANCES. 20 21" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION IRWD CONSTRUCTION SERVICES GROUP - ANTS UIGA (949) 453 -5586 17• WATER MAINS SHALL HAVE A 42" MINIMUM DEPTH OF COVER UNLESS OTHERWISE NOTED "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S-112. IRWD INSPECTION - MIKE JACK (949) 453 -5615 ON THE PLANS. ENGINEERING AND ITS EMPLOYEES, OFFICERS. OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED T0, ANY AND ALL DAMAGES. 21 18" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G" COMPRESSION IRVINE RANCH WATER DISTRICT MAIN OFFICE 453 -5300 18. ALL WATER PIPE SHALL BE INSTALLED PER TRENCH SECTION SHOWN ON PLANS AND INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. 949 JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. ( ) PROJECT SPECIFICATIONS. INTERRUPTION OF, DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE 22 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE "G' COMPRESSION MESA CONSOLIDATED 'WATER DISTRICT - BOB MCVICKER (949) 358 -4055 CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 4216.1(J), 19. ALL BURIED FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS WHICH IS UNFORESEEN AND DESPITE ENGINEER'S EFFORT DURING THE DESIGN PROCESS JOINTS, TRENCHING AND BEDDING PER CMSD STD. DWG. No. S -112. ELLER MEDIA COMPANY - CARLOS URIAS (714) 289 -2018 STEEL NUTS, BOLTS AND WASHERS. NON- INSULATING GASKETS SHALL BE FULL - FACED, WAS NOT LOCATED, EXCEPTING ONLY THE GROSS NEGLIGENCE OR WILLFUL MISCONDUCT CLOTH REINFORCED, BUNA -N RUBBER. INSULATING GASKETS MATERIALS SHALL BE PER OF ENGINEER IN PROVIDING ITS SERVICES." 23 8" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TTYPE +"G" COMPRESSION COUNTY OF ORANGE,'PFRD -DAVE PICKRELL 714 567 -7868 DETAIL 2, SHEET CP-2. ALL BARE (NON- COATED) METALLIC SURFACES SHALL BE WRAPPED JOINTS. TRENCHING AND BEDDING PER r:,MSD S,D. DWG. NO. S -112. ( ) WITH WAX TAPE PER SPECIFICATIONS SECTION 209 -3.5.5 AND CORROSION PROTECTION DWGS. 24 CONSTRUCT 72" MANHOLE PER CMSD STD. DWG, NO, S -1o0 -A WITH 72" ICGTEL - DAVE ULRICH (949) 864-1287 BOND ALL BURIED NON- INSULATING MECHANICAL PIPE CONNECTIONS (I.E. COUPLINGS, �O� SITE ID BASE SECTION AND PLASTIC (,POLYVINYL CHLORIDE) LINER, AMERON FLANGES, VALVES, ETC.) PER DETAIL 1 SHEET CP-1. SAFETY T -LOCK LINER OR APPROVED EQUAL. INSTALL. LINER PER MANUFACTURER MCIWORLDCOM - CHARLES WELCH (972) 656-6016 20. FLEX AND TRANSITION COUPLINGS USED TO JOIN PIPE SHALL HAVE ALL THREADED PARTS (AMERON) SPECIFICATIONS. MEDIAONE -BRIAN CATON AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STEEL. PIPE HARNESS BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO (714) 549 -7590 ASSEMBLIES, VALVE AND FITTING RESTRAINTS SHALL BE JOINED UTILIZING TYPE 316 INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD. AND DANIEL BOYLE ENGINEERING, 25 CONSTRUCT 48" MANHOLE PER CMSD STD. DWG. NO. S -100 WITH PLAS "1IC METROPOLITAN WATER -MARCO BUNTICH (213) 217 -6679 STAINLESS STEEL ALL THREAD ROD, NUTS, BOLTS AND WASHERS. ALL SURFACES SHALL THEIR AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE (POLYVINYL. CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. WRAPPED WITH WAX TAPE PER DETAIL 1 SHEET CP -1. TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH INSTALL LINER PER MANUFACTURER ( AMERON) SPECIFICATIONS. NEXTINK - BUD SMITH (714) 434 -6614 CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, 21. BOLTED CONNECTORS FABRICATED FROM TYPE 316 STAINLESS STEEL SHALL HAVE ACTIVE OR PASSIVE. OF CNB, CMSD. IRWD OR DANIEL BOYLE ENGINEERING, AS WELL AS THEIR n 26 CONSTRUCT DROP MANHOLE PER CMSD STD. DWG, N0, S-102. USE 72" THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI -SIEZE COMPOUND. AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. PACIFIC BELL - ENGINEERING (714) 888 -5454 SHALL EXTEND TO ALL CLAIMS. DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH NO. S -100 -A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK 22. ALL BOLTED AND THREADED FASTENERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OR DAMAGES OCCURING AFTER COMPLETION OF THE PROJECT. AS WELL AS DURING THE i LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS, COMCAST - JOE BARRIAS (714) 338-2081 FOR STRENGTH, MATERIAL CONSTRUCTION AND DIMENSION AS ESTABLISHED BY THE ASTM WORK'S PROGRESS. CONTRACTOR FURTHER AGREES THAT IT SHALL ACCOMPLISH THE ORANGE COUNTY WATER DISTRICT -STEVE CONKLIN 714 378 -3211 AND ANSI SPECIFICATIONS. ALL FASTENERS SHALL BE ACCOMPANIED BY WRITTEN ABOVE AT ITS OWN COST, EXPENSE AND RISK EXCLUSIVE OF AND REGARDLESS OF ANY Q 27 ABANDON AND REN40VE INTERFERING PORTIONS OF EXISTING SEWER. ( ) CERTIFICATION FROM THE MANUFACTURER STATING COMPLIANCE WITH APPROPRIATE APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY PLUG ABANDONED LINE. SPECIFICATIONS_ REGARDING COVERAGE. J SC EDISON WALLACE ZIMMERMAN (714) 973 -5409 1 28 REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW SOUTHERN CALIF. GAS CO. - TECHNICAL SUPERVISOR 714 634 -3033 23. THE CONTRACTOR SHALL RESTORE ALL EXISTING SURFACE IMPROVEMENTS AND GRADES GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG ( ) TO THEIR ORIGINAL CONDITION EXCEPT WHERE MODIFICATIONS ARE SPECIFICALLY NOTED E INCOMING RNNES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS ORANGE COUNTY TRANSPORTATION AUTHORITY (714) 285 -4332 ON THESE PLANS. FTHEBASIS CORD DRAWING o AND COVER TO CMSD CORPORATE 'YARD AT 2310 PLACENTIA AVENUE, COSTA MESA. 24. ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION. D DRAWING OF THE FACILITIES IDENTIFIED ALL IRRIGATION LINES, SPRINKLERS, CONTROL WIRES AND CONTROL BOXES THAT ARE OCK ONLY AND HAS BF ,F,N PREPARED IN PART DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AND TO THE FINFORMATIONCOMPI LEDANDFURNISHEDBY 12" SEWER FORCE MAIN REGULATORY AGENCY HAVING JURISDICTION. NGINEER AND OWNERS(S) WILL NOT BE BASIS OF B EAR I NG S ■ R ANY ERROR(S) OR OMISSION(S) WHICH 0 rrEm Q9130RIPTION 25. ALL CONCRETE SHALL BE 580-C -3250 UNLESS OTHERWISE SPECIFIED. HAVE BEENINCORPORAruD INTO TIES DRAWING ACTUAL ' THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN CONDITIONS WILL VARY SOMEWHAT FROM THE CONDmoxs ° REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 26. THE CONTRACTOR SHALL BE REQUIRED TO "CUT AND PLUG" EXISTING WATER MAINS DUE SIIOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY = 1917 BEING N60.03'22 "E PER RECORDS ON FILE IN THE OFFICE OF THE TO VALVE LEAKAGE 70 MAINTAIN EXISTING WATER SERVICE. BE LARGE. IF THE PRECISE LOCATION OF ANYFACU,ITYIS REQUIRED, THF. FACILITY SHOULD BE FLELD LOCATED IN THE 40 INSTALL 12" PVC AWWA C900 PIPE AND FITTINGS (CLASS 200) ORANGE COUNTY SURVEYOR. PRESENCE OFnNEMPI ,oYEFOFTIIECnY /DISTIUCTORTHE WITH THRUST BLOCKS AT ALL HOP.!ZONTAL AND VERTICAL BENDS n PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL OWNF ,,R(S)OF THE UTILITIESINVOLVED K FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD BENCHMARK. DWG N0, S -112. C -3411 41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER '3N -60 -89 ELEV -50.52 DATUM =NGVD 29/1995 OCS ADJUSTED PUMP STATION PER DETAIL q�., APPROVED IRVINE AVENUE 1g STAMPED BED BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK QRpFES i 1, DAN �MG WATER MAIN REPLACEMENT O42 CONNECT 12" PVC FORCE MAIN TO EXISTING t0" SEWER STAMPED 3N -60-89 LOCATED AT THE SOUTHERLY PORTION OF THE \A L INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE< MICHAEL SINACORI R.C.E. 46214 CONSTRUCTION NOTES BASIS OF BEARINGS No. 44497 o FORCE MAIN PER DETAIL 3 =' �� `° BENCHMARK. PUBLIC AGENCIES & UTILITIES, 1T, PRINCIPAL CIVIL ENGINEER CITY OF NEWPORT BEACH GENERAL WATER NOTES, g ig CATCH BASIN, 435 U SOUTHEASTERLY OF THE CENTERLINE OF IRVINE 3 1 Consulting Engineers vsoioe JLB © RECORD DRAWING DATE NOTICE TO CONTRACTOR, JOB SITE SAFETY AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 232315outl�PoirrorDrNe, Suite 1D3 4 FT. BEHIND THE CURB. * Laguna Hills, CA 92653 (949) 768 -2600 DESIGNED DRAWN 3 CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. �471rOF � � �e7 !7 ` DATE eY DESCRIPTION APP'D JPS CADD CITY OF NIWPORT BEACH W- 5305 -S r 4J:E2CZT N GER RCE N0. DATE REVISIONS CHECKED JLB DArE 07/04 PUBLIC WORKS DEPARTMENT SHEET 4 OF 34 I s i 1-. r• :izcIl►`9VO :0F:i0_ PI., 1,11 :l::_,4,AA .J:[:'i:( :d3 71:T� ll�A6AL=! . . 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DATE DATE I BY DESCRIPTION REVISIONS NOfTO O1 CONSTRUCT 24' CML &TW STEEL PIPE (1/4' MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL 11 O2 INSTALL 4- PERFORATED PVC (SCH 80) PIPE WRAPPED iN 3/4- CRUSHED ROCK PER DETAIL@ 6 O INSTALL 24- FLG BFV (CL 250) PER CITY OF NEWPORT BEACH STD - 510 -L -C AND STD - 511 -L. O INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500 -L (J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 10 INSTALL 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CiTY OF NEWPORT BEACH STD - 515 -L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. Q INSTALL PLUGS, THRUST BLOCK AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. 15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. C -3411 APPROVED n IRVINE AVENUE ..,�,� WATER MAIN REPLACEMENT All A ORI R.C.E. 46214 PLAN AND PROFILE PRINCIP IVIL ENGINEER DATE 1-10 -0t STA. 20 +00.00 TO STA. 29 +00.00 APP'D DESIGNED JPS DRAWN CADD orryoF mmmoRT sEAm W-53O5-S CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 6 OF 34 1 I t rf - - T - -- _ .- _. _� . .- �-_ - • . - —___ _ . _ ... _ _ -. _ - �- r [ .- _ _ - --_ - - _- -- - _ - - - - - _ "- - -- _- - - _�_ _ - _ Tr - - - _- y� - '- -- _ _- - - ._ - _ _._ -.�- - _ - - � _ I 4 _- ._ _ --. . _ . 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DESCRIPTION D R L T C 24" PIPELINE 10°25'03" 1034.00' 188.00' 94.26' �D 24" PIPELINE 19 °12'15" 1031,00' 345.57' 174.42' fSS/ eR �QN L DA „� 1jj� 'RAM No. 44497 m s1 Consulting Engineers 23231 South Pointe Drive, Suite 103 CiVI� �r Laguna H A 92653 (949) 768 -2600 OF 44497 PR JECT MA AG R C E N0. bATE DATE I BY DESCRIPTION REVISIONS DON 61TWOMM NOTES CONSTRUCT 24' CML &TW STEEL PIPE (1/4' MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL e 11 O2 INSTALL 4- PERFORATED PVC (SCH 80) PIPE WRAPPED IN 314' CRUSHED ROCK PER DETAIL@ 6 OS INSTALL 24' FLG BFV (CL 250) PER CITY OF NEWPORT BEACH STD - 510 -L -C AND STD - 511 -L. O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500-L (J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -I. O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 10 INSTALL 2' AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT BEACH STD - 515 -L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP -I. Q INSTALL PLUGS. THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAiN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. 15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -I. C -3411 APPROVE IRVINE AVENUE e WATER MAIN REPLACEMENT A N DRI R.G.E. 46214 PLAN AND PROFILE PRINCIP IVIL ENGINEER DATE q -IQ -0t- STA. 20 +00.00 TO STA. 29 +00.00 APP'D DESIGNED JPS DRAWN CADD CITY OF NEWPORT BEACH W- 5305 -S CHECKED JLB DATE 07104 PUBLIC WORKS DEPARTMENT SHEET 6 OF 34 m ,t: 0 II F 0 J a E co- __ I SON ss NUNN noun am - T■■TI� QiT■���i?■i�i 1i'i �� � �B�e - lis =eels Sla f® .-1. wit. sssssa��s�s s�a��w r�.w �� � - : � �■ �_� —� ■� ���illllS�lss —s� lllllS .�:� �•sssilll- wSlllll? s�ss�s� — s�— a�7�.' =L�� � �f' , - -- s =�- �_ �'- �'1'��llslliili' ? "�'�C� =s�� � s ■ ■ �`�: –� rs — SS — �� �ai■m -� �� IIIIIII� ��� � �c I �� - �- Ss —s -- - sSSm ✓ .i� 1 . -- -- -1� _� -1 __ - �lao�= >>soT���S$— �� � �� �� L$ �ss�� ®vi�� �� — — �°�— ��ss ®�e�e�■r�.�. s� _ ®� _ s �f I� IIIII� _ ® � • 1� a ����� .�. ® �i� ®II� �_���_��__� .roe„ ✓1 t i ,,. _. i.i r i .Q ]" —�i � — = =�� s s s ■■ � ®tli® MEMO _FIT;�� �.� \l \1�. = s t ■ ■® -- - -s - -s— s is - mm _— sue" —""' � s�� � � y am ■ ■ — .� �is� ®�s�� ®� MEMO MENE +� 24" DOM 26 kpZc� /// .A 7 �a - --` I biUALt I 4U 41 42 HORIZ: 1 " =40' VERT: 1 " =8' TER MAIN 00— 00� __ !T e REMOVE TO NEAREST JOINT N46.43'38"E OR ELBOW AND CONNECT TO EXISTING 6" DIP STA. 33 +35.00 (15'± WEST) / INSTALL 6" DI TEE (MJxFLGxF'LG) rn I+ 23 - D - 5 7 STA. 33 +35.00 / INSTALL 24 "x6" TEE (PExFLGxFLG) .<` 15 STA. 33 +60.00 / STA. 33 +85.54 4 42 05444" LT STA. 33+88.54 CONNECT TO EXISTING 24" PIPE PIT "" INSTALL 24 "x6" CROSS (PExFLG) AND RECONNECT 6" PVC WATERLINE 14 STA. 00.00 CON CT TO i E TING 24" PIPE _ Z 1_ SCALE: 1 " =40' DOMESTIC WATEF EXISTING CURB FACE � � Q ham. 00 b E co co % S33.05'43"E STA. 40 +20.81 BC SANTA ANA DELHI CHANNEL' d 4345'20" LT n STA. 40 +50.00 IRVINE AVENUE CURVE DATA NO. DESCRIPTION A R L T OD 24" PIPELINE 26 058'58" 1031.00' 485.54' 247.36' OE 24" PIPELINE 07 036'59" 1024.00' 136.12' 68.16' QROFESS/ L a DANK RIMG No. 44497 ` E4, 3 31 08 Consulting Engineers 23231 South Pointe Drim, Suite 103 �IVII Laguna Hills, CA 92653 (949) 768 -2600 OF CA1 44497 A /g/o 4n DATE BY _P J E C T G ER RICE NO. DATE DESCRIPTION REVISIONS AIN CONSTRUCTION NOTES O CONSTRUCT 24" CML&TW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL e 11 O4 INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL 3 11 O5 INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH STD - 510 -L -C AND STD- 511 -L. O INSTALL 6" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD - 510 -L -C AND STD- 511 -L. O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500 -L (J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -I. 11 ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. 12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. 14 INSTALL BURIED FLANGE INSULATING KIT AND 4 -WIRE TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. 15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. C -3411 APPROVED/ IRVINE AVENUE ,,,�lJ" WATER MAIN REPLACEMENT MMi AEL INAC I R.C.E.4fi214 PLAN AND PROFILE P INCIPA ENGINEER DATE q_1a -o4 STA. 29 +00.00 TO STA. 41 +56.93 APP'D DESIGNED JPS DRAWN CADD CITY OF NEWPORT BEACH W-5305 -S CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 7 OF 34 w I. E a r a mom °_��= .;0 °:— c 0 a. 00 QDCI O N N (V _ � AE3Ai 0� Lu W (n J V _ m� ME Cwlrvlka^ Cn^v ^c INSTALL 247x6" TEE (PExFLG) STA. 52 +88.34 EC " DOMESTIC WAT IRVINE AVENUE CURVE DATA NO. DESCRIPTION I O I R L T G 24" PIPELINE 15 °29'06" 600.00' 162.16' 81.58' STA. 58 +32.35 O CONSTRUCT 24' CML&TW STEEL PIPE (1/4" MIN PLATE THICKNESS) TRENCHING AND BEDDING PER DETAIL e 11 O INSTALL 24" FLG BFV (CL 250) PER CITY OF NEWPORT BEACH SCALE: 1 " =40' STD- 510 -L -C AND STD - 511 -L. O8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD -500-L (J- 3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. BRISTOL STREET 12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED l' AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING ! VALVES IN PLACE. BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. 1I;`f 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE HYDRANT LATERAL AND FIRE HYDRANTS. INSTALL BURIED FLANGE INSULATING KIT AND 4-WIRE TEST STATION. Il I- SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. u SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. , 11 1 END CONSTRUCTION STA. 59 +33.53 REMOVE EXISTING 16' STEEL WATERLINE AS NEEDED AND CONNECT 24' LINE WITH 240x16" REDUCER F�'QI(� IQH �, DANK D 6114" PtIlma Na. Q Consulting Engineers Ey 3/31/06 4c 23231 South Poiirft Drive, Suite 103 v2oioe JLB 2Q RrsCORD DRAWING C1VI V \! Laguna Hills, CA 92653 M768-2600 j0 ` DATE BY DESCRIPTION P JEC GER RCE N0. DA E REVISIONS RECORD DRAWING THIS IS A RF,CORD DRAWING OF 1'HE FACILITIES IDENTIFIED EN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY 011IERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY F,RROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY f DISTRICT OR THE OWNER(S) OF THE UTILITEFS INVOLVED. C -3411 APPROVED IRVINE AVENUE WATER MAIN REPLACEMENT MICHAEL SINACORI R.G.E. 46214 PLAN AND PROFILE PRINCIPAL CIVIL ENGINEER DATE STA. 51 +26.18 TO STA. 59 +33.53 APP'D DESIGNED JPS DRAWN CADD (rTYOF BEAM W-5305 -S CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 9 OF 34 ji ji BEGIN OL STA. 80+00.00 n 0 0 0 , 0 0 z N ¢ 0 J 0 Im3 0 3 0 Ln LD 0 z Z J i 0 i r1 0 i x __ M EWAIIII C1��w i� �a�lllllllE� _ ••� SSIS�S - ..,_f... .L _..._.__..�. .. �....._. L. �. ..L,, NOW,—i —i _ ii - -N N —N iNN� N MEMO 60 61 62 '63 64 TIAC I I \ � I ^� 12 UNIVERSITY DRIVE FOR CONSTRUCTION OF 12° DOMESTIC WATER MAIN SEE SHEET NO. 20 n STA. 82 +13.Ot 18 STA. 81 +72.0t REMOVE EXISTING 6" VALVE. CONNECT TO EXISTING 6" ACP WA LONG BODY TRANSITION COUPLING FOR CONSTRUCTION OF 24° DOMESTIC WATER MAIN SEE SHEET NO. 5 3A LOMA PLACE 8{{ DON J I III N TER MAIN WITH (PVC TO ACP) IRVINE AVENUE OEM _I_M_ =S {•i— ________ —___ M = —■n ■IIIIIIII. —S i_ E— N Ni —_ ■ ■� i______ ______ —i--ia------iiii-- i i _ N _ aaam _ Ni- �•N �N { ® —•i.�• .••..�.�•N�I•� •�•N� •.��••�.�•� •�•. {ice .�•�.• �,••�.•�1 EWEN= ® 11Y�111�1�— YSii11��i 11Y�ii1�IW 1�•Y�V— �!!.A"RIR. Y.Y1�.�Y11�..W1�".f.� •Y•YYI�_YI.W�Y. .1.�•�� ME — i - -i - -- i = — _— NN i ,�.•�,��•�•�ii a iii iiii ■ ■ ■� l i��SN_ N, iSS _S�== a__c_a�_�SS_= _S_S�iS_s�_� _____ � �� iii a =1• N �_i ®_'i�_lelri � �i10 ®_�_�.�' . �wsw• na�P�"a38Sr'_�S�,�.'r�i'�r "T��' mow' sn�• �eaiwe�n�n +•nweae�'�3"i�'!'�S'. ^rir. r'�L'"J'i .^r a S_ _� =NiNi� !!= = =�_� ■■■ ■■ ____ ___ _� � N M��a NN ��S_! _!_! —�■ i■ IIIIIII�N --= f��■■SCALE aSax •- SCALE: 1 " =40' WATER MAIN 3 STA. 63 +02.00 INSTALL 900 ELBOW AND THRUST BLOCK PER CITY OF NEWPORT BEACH STD - 510 -L -A _ -- - S49.20'46 "E STA. 63 +20.00 Na 4497 E* 3 1 \CIVIL / CONSTRUCTION NOTES O INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL e 11 O4 INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL e 11 O INSTALL 8" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD - 510 -L -C AND STD - 511 -L. O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. 18 INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH STD - 502 -L. NOES 1. ALL BENDS 11 1/4. OR GREATER, TEES AND CROSSES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH -ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. 2. DO NOT EXCEED 80% OF MANUFACTURER'S RECOMMENDED DEFLECTION REQUIREMENTS FOR PIPE INSTALLATION. 3. ANGLES OR BENDS IN EXCESS OF 10• SHALL RECEIVE THRUST BLOCKS AT ALL LOCATIONS PER CITY OF NEWPORT BEACH STD- 510-L -A. DANIEL Br�►Y�� r��IO�a Consulting Engineers risoioe JLB Q R1 =CORD DRAWING 23231 South Pointe Drive, Suite 103 Laguna Ills, CA 92653 (949) 758 -2500 DATE BY DESCRIPTION 44497 _V17 or PR JECT I N ER RICE NO. DATE REVISIONS RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERRORS) OR OMISSION(S) WHICH IIAV E BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN I IE IZEIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR TI-IF, OWNER(S) OF THE UTILITIES INVOLVED. C -3411 APPROVED IRVINE AVENUE WATER MAIN REPLACEMENT MICHAEL SINACORI R.C.E. 46214 PLAN AND PROFILE PRINCIPAL CIVIL ENGINEER DATE STA. 60 +00.00 TO STA. 63 +27.92 APP'D DESIGNED JPS DRAWN CADD CM 0F NEVVPOFTT BEACH W- 5305 -5 CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 10 OF 34 �I 1 n n M E — — N ■■ M MEIN I _ ■ — n■ ■ ■■n � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■n � �■ _ � M_I _ MEM_ S = M M — — M — — N___ M_ i I � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■_ ■ ® _ _ M — — — ■ a a a a as — —ae S — a �■�____N®■ ■ ____ ■ ■ ■ ■ ■ ■ ■ ■■i ■ ■_ _ _■■_� ® _ —i__ _ _a_N-- � ___�_��� - ___ N — —� ■ ■■_ — -- ■ ■ ■ ■ ■ ■�■�Ill�ll�a= p p E i S SSa a N a 111111W _ a I Illllla _ a_ = = =a1Q 1 11 _ __ __ a __ a n ■ ■�■ _ 9 � �� N __ i N�� - iA i ii ! !� n _____i a a -- N N_N_ � ��IIIII�I-I.II♦I:� � ii i �: I I ®_�_Illlr�_�_�_Illllllr�llll��_ ii N i i i :II111110_■_ ® ®___ a a_II� i ice$ "1Il�iP$S�' . .. i i T TA• • •I�R "�A1n11.. �__ _ �m_ - -- - N�iii . - - -i � .____— i __i i__■���a ,�.•�,��•�•�ii a iii iiii ■ ■ ■� l i��SN_ N, iSS _S�== a__c_a�_�SS_= _S_S�iS_s�_� _____ � �� iii a =1• N �_i ®_'i�_lelri � �i10 ®_�_�.�' . �wsw• na�P�"a38Sr'_�S�,�.'r�i'�r "T��' mow' sn�• �eaiwe�n�n +•nweae�'�3"i�'!'�S'. ^rir. r'�L'"J'i .^r a S_ _� =NiNi� !!= = =�_� ■■■ ■■ ____ ___ _� � N M��a NN ��S_! _!_! —�■ i■ IIIIIII�N --= f��■■SCALE aSax •- SCALE: 1 " =40' WATER MAIN 3 STA. 63 +02.00 INSTALL 900 ELBOW AND THRUST BLOCK PER CITY OF NEWPORT BEACH STD - 510 -L -A _ -- - S49.20'46 "E STA. 63 +20.00 Na 4497 E* 3 1 \CIVIL / CONSTRUCTION NOTES O INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL e 11 O4 INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEDDING PER DETAIL e 11 O INSTALL 8" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH STD - 510 -L -C AND STD - 511 -L. O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. 12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. 18 INSTALL 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH STD - 502 -L. NOES 1. ALL BENDS 11 1/4. OR GREATER, TEES AND CROSSES SHALL BE DUCTILE IRON (CLASS 350) WITH PUSH -ON JOINTS UNLESS OTHERWISE NOTED ON PLANS. 2. DO NOT EXCEED 80% OF MANUFACTURER'S RECOMMENDED DEFLECTION REQUIREMENTS FOR PIPE INSTALLATION. 3. ANGLES OR BENDS IN EXCESS OF 10• SHALL RECEIVE THRUST BLOCKS AT ALL LOCATIONS PER CITY OF NEWPORT BEACH STD- 510-L -A. DANIEL Br�►Y�� r��IO�a Consulting Engineers risoioe JLB Q R1 =CORD DRAWING 23231 South Pointe Drive, Suite 103 Laguna Ills, CA 92653 (949) 758 -2500 DATE BY DESCRIPTION 44497 _V17 or PR JECT I N ER RICE NO. DATE REVISIONS RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERRORS) OR OMISSION(S) WHICH IIAV E BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN I IE IZEIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR TI-IF, OWNER(S) OF THE UTILITIES INVOLVED. C -3411 APPROVED IRVINE AVENUE WATER MAIN REPLACEMENT MICHAEL SINACORI R.C.E. 46214 PLAN AND PROFILE PRINCIPAL CIVIL ENGINEER DATE STA. 60 +00.00 TO STA. 63 +27.92 APP'D DESIGNED JPS DRAWN CADD CM 0F NEVVPOFTT BEACH W- 5305 -5 CHECKED JLB DATE 07/04 PUBLIC WORKS DEPARTMENT SHEET 10 OF 34 �I 1 D D c II z D JI L E` r r �I FIELD APPLIED TAPE WRAP WITH 502 OVERLAP, POLYKEN 932 -50 OR APPROVED EQUAL (TYP.) SHOP APPLIED TAPE WRAP (TYP.) 6012 ROD MIN. DOUBLE -PASS, OUTSIDE WELD WELD IN FIELD �T- "t" MIN CEMENT MORTAR PLACED IN FIELD N Y APPLIED PRIMER (TYP.) .. .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F- m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . d W 1/4" FOR PIPE SIZES SMALLER THAN 24" I w z CEMENT-MORTAR 1/2" FOR PIPE SIZES 24" AND LARGER LINI y CEMENT-MORTAR PLACED IN FIELD LAP - WELDED SLIP JOINT N.T.S. NOTES FOR WELDED JOINTS: 1. ALL WELDED JOINTS SHALL BE DOUBLEPASS WELDED ON THE OUTSIDE OF THE PIPE UNLESS OTHERWISE CALLED FOR ON THE PLANS OR AS NOTED ABOVE. 2. WHEN WELDED JOINTS ARE CALLED FOR ON THE PLANS, THE CONTRACTOR SHALL USE THE LAP - WELDED SLIP JOINT. 3. THE LAP -WELD DETAIL IS SCHEMATIC IN NATURE AND IS PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO AIR POCKETS UNDER FIELD APPLIED TAPE WRAP. TYPICAL WELDED JOINT WITH TAPE WRAP AND MORTAR COATI NOT TO SCALE CRUSHED AGGREGATE BASE — 95X RELATIVE COMPACTION REPLACE TO EXrSTING A.B. THICKNESS PLUS 1', OR 6" MIN. SAWCUT LINE EXISTING PAVEMENT OR SIDEWALK EA x U z U) W J Z 7 10 GA. COPPER WIRE (FOR PVC PIPE INSTALLATION) W z N W a FE REPAVE TO MATCH EXISTING PAVEMENT OR SIDEWALK THICKNESS PLUS 1", OR- 4=MIN. So WIDE ww WIDE. w.. IP w� a GI!* . ww ...Y v SAWCUT LINE IN AREAS WHERE TRENCH CROSS EXISTING HARDISCAPE TO BE PROTECTED —A.C. OR CONCRETE COMPACTED SELECT BACKFILL 9OX RELATIVE COMPACTION 18' L fYP Ij _ IDENTIFICATION TAPE PER PROJECT SPECIFICATIONS _.�.1 Y z .' O.D. B' MIN 12" MAX IMPORTED SAND BEDDING (MIN SE OF 30) 9OX RELATIVE COMPACTION NOTES: 1. FOR PIPELINE SEPARATION CRITERIA, SEE CITY OF NEWPORT BEACH STD- 533-L. 2. BEDDING IN PIPE ZONE SHALL BE PER STANDARD SPECIFICATIONS SECTION 306- 1.2.1, EXCEPT THAT CLASS 100-E -100 SLURRY MAY BE SUBSTITUTED FOR SAND BEDDING AT THE CONTRACTOR'S OPTION AND SOLE EXPENSE. 3. CONTRACTOR SHALL REPLACE AC OR PCC TO THE LIMITS SHOWN ON THE TYPICAL TRENCH SECTION SHOWN ABOVE AND TO THE THICKNESS PLUS 1" OF THE EXISTING AC OR PCC UNLESS OTHERWISE DIRECTED ON THE PLANS. FOR TURF OR LANDSCAPED AREAS, CONTRACTOR SHALL RESTORE TO THE ORIGINAL CONDITION, TO THE SATISFACTION OF CITY OF NEWPORT BEACH REPRESENTATIVE. 3. ALL PAVEMENT AND SIDEWALK REMOVAL NECESSARY FOR THE CONSTRUCTION OF THIS PROJECT SHALL BE SAWCUT PRIOR TO REMOVAL. THE OWNER SHALL BE REQUESTED BY CONTRACTOR TO APPROVE EXTENT OF PAVEMENT AND SIDEWALK REMOVAL PRIOR TO STARTING WORK. DISPOSAL OF REMOVED A.C. PAVEMENT AND CONCRETE SHALL BE AT AN APPROVED OFF -SITE DUMP SITE. CEMENT MORTAR PLACED IN FIELD FIELD APPLIED SOLID MASTIC TAPE, 1 -1/2" SQUARE, POLYKEN 939 OR APPROVED EQUAL (TYP.) FIELD APPLIED PRIMER (TYP.) FIELD APPLIED TAPE WRAP WITH 5OX • T • • III ml SEE NOTE 4 FIELD APPLIED TAPE WRAP WITH 5OX OVERLAP, POLYKEN 932 -50 OR APPROVED EQUAL (TYP.) FIELD APPLIED PRIMER (TYP.) SHOP APPLIED TAPE WRAP BORING LOG NUMBER APPROXIMATE CNB WATER MAIN STATION PAVEMENT SECTION (1) AC (IN) AB (IN) B -1 57+00 15 0 B -2 49 +00 6 7 B -3 41 +30 4 8 8 -4 31 +60 12 9 B -5 25 +00 9 14 B-6 21 +75 9 12 B -7 14 +60 6 12 2 "x4 "x13 Go. W.W.M. I FIELD APPLIED TAPE WRAP WITH 5OX 2 "x4 "x13 Ga. OVERLAP CUT IN STRIPS TO COVER W.W.M. HALF COUPLING, POLYKEN 932 -50 OR APPROVED EQUAL (TYP.) 5' EXTRA HEAVY HALF \ COUPLING (THREADED) MEN FAM4 % Nm \9 , ro KANDHOLE DETAIL N.T.S. CEMENT MORTAR PLACED IN FIELD CEMENT MORTAR PLACED IN FIELD OUTSIDE WELD WELD IN FIELD "t" MIN (TYP) 3' MIN. wim ....... m �► ml 1 2' MIN I GAP VARIES 12" MIN 6" MIN /10" MAX TYPICAL SECDO N.T.S. NOTES: 1. BUTT- STRAPS TO BE FURNISHED IN TWO PIECES AND SHIPPED LOOSE FOR FIELD JOINING. (BACKING PLATE SHALL BE 1/4' THICK BY 1" WIDE) 2. 14 -INCH MAXIMUM LENGTH OF BUTT -STRAP FOR FIELD CLOSING SECTION. 3. FOR PIPING 12 -INCH IN DIAMETER AND SMALLER, ONE HANDHOLE IS REQUIRED PER EACH BUTT -STRAP JOINT. FOR PIPING 14 -INCH IN DIAMETER THROUGH 24 -I1NICH IN DIAMETER, TWO HANDHOLES ARE REQUIRED PER EACH BUTT -STRAP JOINT. THE HANDHOLES SHALL BE LOCATED 120' APART. FOR PIPING 30 -INCH IN DIAMETER, FOUR HANDHOLES ARE REQUIRED PER EACH BUTT -STRAP JOINT. NOTES: 1. PAVEMENT SECTION FROM NINYO MOORE GEOTECHNICAL REPORT FOR IRVINE AVENUE WATER AND SEWER MAIN REPLACEMENT PROJECT, DATED FEBRUARY 26, 2004. TYPICAL DOMESTIC WATER TRENCH SECTION 3 NOT TO SCALE 11 4. WELD PLUG TO COUPLING. PREPARE SURFACE OF COUPLING AND WELD AREA TO RECEIVE FIELD TAPE WRAP IN ACCORDANCE WITH AWWA C209. 5. THE ABOVE DETAILS ARE SCHEMATIC IN NATURE AND ARE PRESENTED HERE TO CLARIFY INSTALLATION OF FIELD APPLIED TAPE WRAP. THERE SHALL BE NO AIR POCKETS UNDER FIELD APPLIED TAPE WRAPS. 6. ALL WELD ROD TO BE 6012 OR APPROVED EQUAL. BUTT -STRAP JOINT WITH TAPE WRAP AND MORTAR COATING %2 NOT TO SCALE i� DANIlL � Ana Consulting Engineers Laguna Its CA 92653 {949j766 -2600 �+ 44497 ! •7O& CT MANAGER RCE NO. DATE 12010e ,JL8 U RECORD DRAWING DATE BY DESCRIPTION REVISIONS RECORD DRAWING PHIS IS A RLCORD DRAWING OF I HE FACB,YFIF.S IDENTIFIED IN TIIE TITLE BLOCK ONLY AND HAS BEEN PREPARFD IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY/ DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. APPROVED C -3411 IRVINE AVENUE WATER MAIN REPLACEMENT MISCELLANEOUS DETAILS CITY OF NEWPORT BEACH W-5305-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 34 MICHAEL SINACDRI R.C.E. 46214 PRINCIPAL CIVIL ENGINEER DATE APP'D DESIGNED JPS DRAWN CADD CHECKED JLB DATE 07/04 C -3411 IRVINE AVENUE WATER MAIN REPLACEMENT MISCELLANEOUS DETAILS CITY OF NEWPORT BEACH W-5305-S PUBLIC WORKS DEPARTMENT SHEET 11 OF 34 IRVINE AVENUE SEWER MAIN REPLACEMENT SEPTEMBER PROJECT NO. 168 APPROVED : ROBIN B. HAMERS MANAGER /DISTRICT ENGINEER PREPARED BY : Lr. BOYLE MANAGER No. 41497 E* 331 2004 PHASE R.C.E. 31720 R.C.E. 44497 Damm som I RING Consulting Engineers 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768-26DD DATE: DATE: V2 'fa RECORD DRAWING T'IIIS IS A RECORD DRA WING OF THE FACILITIES IDEN"171,11?D IN TIIE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATTON COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY F,RROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND A'1' SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY / DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. H:\NO3 \110 \plans \dwg \REC0RD DRAWINGS \CVRCM1.dwg 01/17/06 9:16om PLOT Al 1 =1 D -537 h n li c J 1 E �I =1 NDARD SYM ABBREVIATIONS - - CENTERLINE ABAND ABANDONED W PROPOSED WATER LINE - SIZE AS INDICATED AB AGGREGATE BASE IP IRON PIPE AC ASPHALT CONCRETE OR ASBESTOS CEMENT W EXISTING WATER LINE - SIZE AS INDICATED ACP ASBESTOS CEMENT PIPE RW PROPOSED RECYCLED WATER LINE - SIZE AS INDICATED ANSI AMERICAN NATIONAL STANDARDS INSTITUTE RW EXISTING RECYCLED WATER LINE - SIZE AS INDICATED AV AIR RELEASE do VACUUM RELIEF VALVE MJ MECHANICAL JOINT AWG AMERICAN WIRE GAUGE S PROPOSED SEWER LINE -SIZE AS INDICATED NW NORTHWEST NO NUMBER AWWA AMERICAN WATER WORKS ASSOCIATION -- EXISTING SEWER LINE - SIZE AS INDICATED BC BEGIN CURVE PE EXISTING UNDERGROUND T.V. CABLE BCR BEGIN CURB RETURN R (PL) PROPERTY LINE BEG BEGIN - - EXISTING GAS LINE -SIZE AS INDICATED PP POWER POLE PSI PRESSURE (POUNDS PER SQUARE INCH) BF BLIND FLANGE PVC EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED BFV BUTTERFLY VALVE R (RAD) EXISTING STORM DRAIN - SIZE AS INDICATED BLK BLOCK READ EXISTING TELEPHONE CONDUIT BM BENCHMARK RW RECYCLED WATER BO MANUAL DRAIN AND BLOWOFF ASSEMBLY RWV EXISTING FIBER OPTIC CABLE S SOUTH, SLOPE OR SEWER SCE SOUTHERN CALIFORNIA EDISON CB CATCH BASIN SD EXISTING POWER CABLE CCP CONCRETE CYLINDER PIPE FM EXISTING SEWER FORCE MAIN - SIZE AS INDICATED CF CURB FACE SS STAINLESS STEEL CIP CAST IRON PIPE STL EXISTING RIGHT -OF -WAY LINE SW SOUTHWEST THK THICK CL CLASS - EXISTING CONCRETE CURB CML&C CEMENT- MORTAR LINED do COATED UG EXISTING EDGE OF PAVEMENT (E.P.) CMSD COSTA MESA SANITARY DISTRICT W PROPOSED WATER VALVE CNB CITY OF NEWPORT BEACH 1G ANGLE CONC CONCRETE EXISTING WATER VALVE TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET '^ FH PROPOSED FIRE HYDRANT (F.H.) CONT CP CONTINUOUS CATHODIC PROTECTION TO BRISTOL STREET EXISTING FIRE HYDRANT (F.H.) CPLG COUPLING PROPOSED WATER SERVICE RECONNECTION CTR CENTER T -7 TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS - IRVINE AVENUE AT MESA DRIVE INTERSECTION (CL) CENTERLINE TRAFFIC CONTROL FOR !RWD 12" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY DRIVE EXISTING WATER METER (W.M.) - SI GLE ( DIA I DIAMETER EXISTING WATER METER (W.M.) - UBLE DI DUCTILE IRON AV PROPOSED AIR RELEASE AND VACU M RELIEF VALVE DIP DUCTILE IRON PIPE DWG DRAWING EXISTING AIR RELEASE AND VACUUM RELIEF VALVE E EAST 80 m PROPOSED BLOWOFF ASSEMBLY EC END CURVE EXISTING BLOWOFF ASSEMBLY EL ELEVATION ENGR ENGINEERING ® PROPOSED CATHODIC TEST STATION ETC ETCETERA EXISTING CATHODIC TEST STATION EXIST (EX) EXISTING EXISTING CATCH BASIN (C.B.) FL FLOWLINE F (FLG) FLANGE - - -- - EXISTING MANHOLE (M.H.) FG FINISHED GRADE -- - EXISTING ELECTRICAL OR TELEPHONE VAULT FH FIRE HYDRANT EXISTING FENCE FIP FEMALE IRON PIPE THREAD FM FORCE MAIN EXISTING POWER POLE FS FINISHED SURFACE B UTILITY POTHOLE LOCATION FT FEET EXISTING TREE FUT FUTURE EXISTING SHRUBS FWY FREEWAY GA GAUGE - -- EXISTING PIPE ENCASEMENT -TYPE AS INDICATED GAL GALLON © ORANGE COUNTY ASSESSORS PARCEL NUMBER GALV GALVANIZED OR ALIGNMENT BEARING GB GRADE BREAK 2 DENOTES DETAIL NUMBER GV GATE VALVE DENOTES SHEET NUMBER HP HIGH POINT BEACH HL MW rCN N BEACH PROJECT VICINI T Y s �-%2 VICINITY MAP MJl N c_ COUNTY Ii I 1 i i. A AM IF FPS 1Fr LANE HORIZ HORIZONTAL ID INSIDE DIAMETER INV INVERT INSUL INSULATED IP IRON PIPE IRWD IRVINE RANCH WATER DISTRICT LF LINEAR FEET LT LEFT MAX MAXIMUM MH MANHOLE MI MILE MIN MINIMUM MJ MECHANICAL JOINT N NORTH NE NORTHEAST NW NORTHWEST NO NUMBER NTS NOT TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PE PLAIN END PCC POINT OF COMPOUND CURVATURE R (PL) PROPERTY LINE PH POT HOLE PO PUSH -ON PP POWER POLE PSI PRESSURE (POUNDS PER SQUARE INCH) PUE PUBLIC UTITITY EASEMENT PVC POLYVINYL CHLORIDE PVMT PAVEMENT R (RAD) RADIUS REBAR REINFORCING STEEL READ REQUIRED RT RIGHT RW RECYCLED WATER R/W RIGHT -OF -WAY RWV RESILIENT WEDGE VALVE S SOUTH, SLOPE OR SEWER SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE SD STORM DRAIN SE SAND EQUIVALENT OR SOUTH EAST SHT SHEET. SPEC SPECIFICATION SS STAINLESS STEEL STA STATION STL STEEL SW SOUTHWEST THK THICK TC TOP OF CURB TS TRAFFIC SIGNAL (CONDUIT /CABLE) TYP TYPICAL UG UNDERGROUND VERT VERTICAL W WEST OR DOMESTIC WATER WM WATER METER 1G ANGLE IRVINE AVENUE EET INDEX SCALE: 1m = 100' QRpFESS/ QH B° DANlilt10�MlIERING No. 44497 3rn�p Consulting Engineers iL 23231 South Pointe Drive, Suite 103 CIVIC �� Laguna Hills, CA 653 (949) 768 -2600 CWF O►1 44497 1117 R JECT ER RCE NO. DATE SHEET INDEX SHT. NO. DESCRIPTION COVER TITLE SHEET 2 CNB TITLE SHEET (WITH SIGNATURE BLOCKS) 3 STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CNB SHEETS ONLY) 4 CONSTRUCIION NOTES, BASIS OF BEARINGS, BENCH MARK, PUBLIC AGENCIES & UTILITIES, CNA GENERAL WATER NOTES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 5 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 9 +94.00 TO STA. 20 +00.00 6 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 20 +00.00 TO STA. 29 +00.00 ,' CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 29 +00,00 TO STA. 41 +56.93 8 CNB 24' WATER MAIN PLAN AND PROFILE SHEET - STA. 41 +56.93 TO STA. 51 +26.18 9 C1v18 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 51 +26.18 TO STA, 59 +33.53 ^:N t3 8" +tATEP, MAIN PLAN AND PROFILE SHEET - STA. 60 +00.00 TO STA. 63 +27.92 .1 CNB WSCF ANFOUS DETAILS 12 CMSD TITLE SHEET (WITH SIGNATURE BLOCKS) 13 STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CMSD SHEETS ONLY) 14 CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCH MARK CMSD GENERAL SEWER NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 15 CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - IRVINE AVENUE - STA. 90 +00.00 TO STA. 95+41.37 CMSD GRAVITY SEWER MAIN PLAN AND PROFILE - MESA DRIVE - STA. 0+79.46 TO STA. 1+47.79 16 CMSD 12" SEWER FORCE MAIN PLAN AND PROFILE - STA. 199 +80.00 TO STA. 200+826± 1 % IRWD i ITLE- SHEET (W1 T H SIGNATURE BLOCKS) !ti STANDARD SYMBOLS & ABBREVIATIONS, VICINITe MAP, SHEET INDEX MAP, SHEET INDEX (IRWD SHEETS ONLY) CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK, IRWD GENERAL. NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY IRWD 12 " WATER MAIN PLAN AND PROFILE - STA. 70 +00.00 TO STA, 79 +00.00 21 IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 79 +00.00 TO STA. 83 +72.5± P ' OORROSION PROTECTION PLAN AND GENERAL NOTES FOR CNB 24" WATER MAIN 23 Ch -;t CORROSION PROTECTION Df_TAR S FOR CN6 24" WATER MAIN '4 C -3 CORROSION PROTECTION -DETAILS FOR CNB 24" WATER MAIN TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND. TRAFFIC CONTROL FOR CNB 8" WATER MAIN IRVINE AVENUE FROM UNIVERSITY AVENUE TO MIRA LOMA PLACE ?h. T TRAFFIC CONTROL FOR CNB 24 "" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE TO MESA DRIVE -. T -3 TRAFFIC CONTROL FOR CNB 24" WATER MAIN IRVINE AVENUE AT MESA DRIVE INTERSECTION 3 T-4 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM MESA DRIVE TO SANTA ANA DELHI CHANNEL, IRVINE AVENUE AT BRISTOL STREET '^ T `; TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL TO BRISTOL STREET 30 T -6 TRAFFIC CONTROL FOR CMSD GRAVITY MAINS - IRVINE AVENUE NORTH OF MESA DRIVE TRAFFIC CONTROL FOR CMSD 12" SEWER FORCE MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION 31 T -7 TRAFFIC CONTROL FOR CMSD GRAVITY SEWER MAINS - IRVINE AVENUE AT MESA DRIVE INTERSECTION TRAFFIC CONTROL FOR !RWD 12" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY DRIVE 10 MIRA LOMA PLACE y TRAFFIC CONTROL. FOR IRWD 12" WATER MAIN IRVINE ,AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE 34 sus TRAFFIC CONTROL FOR IRWD 12" WATER MAIN IRVINE AVENUE AT MESA DRIVE: INTERSECTION 112010e JLB IZL RECORD DRAWING DATE BY DESCRIPTION REVISIONS RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACI.ITTFS IDENTIFIED IN THE TITI.E BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILI. NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMESSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME, LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BF, FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY IDISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. APPROVED ROBIN D. HAMERS R.C.E. 31720 MANAGER /DISTRICT ENGINEER COSTA MESA SANITARY DISTRICT DATE APPS, DESIGNED JPS DRAWN GADD CHECKED JLB DATE 07/04 IRVINE AVENUE SEWER MAIN REPLACEMENT STANDARD SYMBOLS do ABBREVIATIONS VICINITY MAP, INDEX MAP, SHEET INDEX COSTA MESA 166-1 SANITARY DISTRICT SHEET 13 OF 34 w Aim 01 i 0 u z m) J L S u T 91 COSTA MESA SANITARY DISTRICT GRAVITY SEWER fmm DESOFU TION O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. ©0 21' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. O 18' EXTRA STRENGTH VITRIFIED CLAY PIE WITH TYPE 'G' COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. © 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. © 8' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. ©4 CONSTRUCT 72" MANHOLE PER CMSD STD. DWG. NO. S -100 -A WITH 72" ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. © CONSTRUCT 48' MANHOLE PER CMSD STD. DWG. NO. S -100 WITH PLASTIC (POLYVINYL CHLORIDE) R OVED EQUAL. NSTALL IN R ER MANUFACTURER SPECIFICATIONS. O CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S -102. USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. S -100 -A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS. ©7 ABANDON AND REMOVE INTERFERING PORTIONS OF EXISTING SEWER. PLUG ABANDONED LINE. O REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS AND COVERS TO CMSD CORPORATE YARD AT 2310 PLACENTIA AVENUE, COSTA MESA. 12° SEWER FORCE MAIN REM DESOFVP110N O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. !� INSTALL 12' PVC AWWA C900 PIE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S -112. 41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAIL 1 16 42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL 3 16 • THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 1917 BEING N60.03'22'E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: 3N -60 -89 ELEV =50.52 DATUM =NGVD 29/1995 OCS ADJUSTED DISCRIBED BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 3N -60-89 OCATED AT THE SOUTHERLY PORTION OF THE INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. CATCH BASIN, 43.5 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 4 FT. BEHIND THE CURB. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED T0, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. INTERRUPTION OF. DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 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." rm BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD, AND DANIEL BOYLE ENGINEERING, THEIR 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 CNB, CMSD, IRWD OR DANIEL BOYLE ENGINEERING. AS WELL AS THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURING AFTER COMPLETION OF THE 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 POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE 1NGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. R1 's CONSTRUCTION NOTES- CMSD GENERAL SEWER NOTES PUBLIC AGENCIES & UTILITIES CI T Y O F N E W P 0 R 7 BEACH 1 C 'J 1 I �� L i-C A N C f i W A I E_ !LC � � �� R I L 1 �_ CMSD STANDARD SEWER NOTES UNDERGROUND SERVICE ALERT (8013) 227 -2600 24" DOMESTIC WATERLINE 12" DOMES-TIC. WA T E R L I N E 1, THE SEWER SYSTEM SHALL CONFORM TO THE STANDARDS OF THE COSTA MESA CITY OF NEWPORT BEACH (UTILITIES) - UTILITY CLERK 5949 6443011 DAY) rmm Q95-QEI PTIQN 6TEm �SORIPTiON SANITARY DISTRICT. (949; 644-3717 NIGHT) �J CONSTRUCT 24" CML &TW STEEL PIPE (1/4" MIN PL.AFE 'THICKNESS) REPLACE TRAFFIC SIGNAL LOOPS PER PROJEC "I" Et!F1CA ?lUta_;. 2. CONTRACTOR SHALL REQUEST INSPECTION FROM THE OFFICE OF THE DISTRICT COSTA MESA SANITARY DISTRICT - ROBIN HAMERS (949) 631 -1731 TRENCHING AND BEDDING PER DETAIL (c,0 INSTALL 12° PVC AWWA C900 (CL 200) PIPE AND F11 iIN°S, ENGINEER 48 HOURS PRIOR TO COMMENCEMENT OF WORK, TELEPHONE: (949) 631 -1731 IRWD SYSTEMS OPERATORS - STEVE HABIGER (949) 453 -5745 Q INSTALL 4" PERFORATED PVC (SCH 80) PIPE WRAPPED IN 3/4" TRENCHING AND BEDDING PER !RWD STD. DWG, NO W-- . i1. 3. ANY WORK PERFORMED WITHOUT INSPECTION FROM THE DISTRICT SHALL BE IRWD CONSTRUCTION SERVICES GROUP -ANTS UIGA (949) 453 -5566 CRUSHED ROCK PER DETAIL �� 61 INSTAI.i_ 8" PVC AWWA 900 (CL '200 PIPE AND FITT'tl'- --. ) CONSIDERED UNACCEPTABLE. IRWD INSPECTION -MIKE JACK (949) 453 -5815 6 TRENCHING AND HEDDI!vG PER iP,WD STD. DWG NO. `vV -ii. O INSTALL 8" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. (6 j INSTAL(. 6" FV._. 0900 (CL 200) PIPE AND FI F1INC S. 4. CONTRACTOR SHALL OBTAIN CMSD SEWER PERMIT PRIOR TO COMMENCEMENT OF WORK FROM THE COSTA MESA SANITARY DISTRICT, IRVINE RANCH WATER DISTRICT MAIN OFFICE (949) 453 -5300 .-AWWA TRENCHING AND BEDDING PER DETAIL. TRENCHING AND Bi =DOING E'ER IRWD STD. DWG. NO. W -I1 77 FAIR DRIVE. TELEPHONE: (714) 754 -5307 MESA CONSOLIDATED WATER DISTRICT - 808 McVICKER (949) 356 -4055 11 63 INSTALL 4" PVC AWWA 0:900 (CI. 200) PIPE AND FFiT!NG�'. 5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS THAT MAY BE REQUIRED BY PEELER MEDIA COMPANY - CARLOS URIAS (714) 289 -2018 O INSTALL 6" PVC AWWA C900 (CL 200) PIPE AND FITTINGS. TRENCHING AND BEE_ >D,rrc PLF. IRWD STD. DWG. 110. W -iI, THE LOCAL GOVERNING AGENCY. TRENCHING AND BEDDING PER DETAIL (64) INSTALL 12" GtG 13F`✓ (C!_ 150) PER IRD STD. DWG, N0. dv ? W 6. CONTRACTOR TO HAVE A COPY OF APPROVED SEWER PLAN AND CMSD STANDARD COUNTY OF ORANGE, PFRD - DAVE PICKRELL (714) 567 -7866 11 INSTALL 24" FLG BFV (CL. 250) PER CITY OF NEWPORT BEACH 65 INSTALL 8" FL_GxPt1SH -Ci1,� RWV (CL 150) PER IRWD S'?D. PLANS AND SPECIFICATIONS ON JOB SITE AT ALL TIMES. ICGTEL -DAVE ULRICH (949) 8841267 J STD - 510 -L -C AND STD-511 -L. DWG. NO. W--7. 7. SEWER MAIN SHALL BE AIR OR WATER TESTED MEETING DISTRICT ENGINEER'S MCIWORLDCOM - CHARLES WELCH (972) 856 -6016 APPROVAL. INSTALL 8•' FLGxM,J RWV (CL 200) PER CITY OF NEWPORT BEACH _ 66 INSTALL FIRE HYDRa117T ASSLMBL -Y PER IR1A/D STD. DWG. MEDIAONE - BRIAN CATON (714) 549 -7590 STD-510-L-C AND STD-511 -L. NO, W -6. 8. PRIOR TO ASPHALT CONCRETE PAVING, MANHOLE FRAMES AND COVERS SHALL BE U INSTALL 6" FLGxMJ RWV (CL 200) PER CITY OF NEWPORT BEACH (7 REMOVE EYIS:'ING FIRE 11 ORAN LATERAL AND FIRE H�'Dr AN-I_:. LEFT 6' BELOW FINISH GRADE. AFTER STREET SURFACING IS COMPLETED. FRAMES AND COVERS SHALL BE RAISED TO GRADE PER STD. DWG. NO. S -105. METROPOLITAN WATER - MARCO BUNTICH (213) 217 -6679 STD 510 -L -C AND STD - 511 -L. SALVAGE FIRE H YDRANTS AND DELIVER TO IRWD OPERAr'0h5 NEXTLINK - BUD SMITH (714) 4346614 CENTER AT 35i_' !CHr -I_SvN '-)RIVE, IRVINE CA 9 =612 9. SEWER MAIN SHALL BE BALLED AFTER ALL MANHOLE FRAMES AND COVERS HAVE � `8 INSTALL FIRE HYDRANT ASSEMBLY PER CITY OF NEWPORT BEACH STD- 500 -L BEEN RAISED TO GRADE. PACIFIC BELL - ENGINEERING (714) 666 -5454 (J-3765R). CORROSION PROTECTION REQUIREMENTS PER SHEET CP -1. INSTALL. PLUGS, IHRWti- DLOCK; AND ABANDON EXISTING WATER MAIN AT NEARED T A ,TIVE CONNEC:T!ON. EXISTING WATE`? MAINS 10, IF MINUMUM SEPARATION DISTANCE BETWEEN SEWER AND WATER MAIN IS NOT MET. COMCAST - JOE BARRIAS (714) 338 -2061 O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. ARE TO BE ABANDONED AF TER NEW MAIN HAS BEEN PL-Ar�.o IN SPECIAL CONSTRUCTION REQUIREMENTS ARE TO BE USED PER STD. DWG. NO. 10 INSTALL 2" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER CITY OF NEWPORT SERVICE AND AL+ F- RVICE LATERALS FROM THE OLD MAIN HAVE BEEN TRANFERRFD TO NEW MAIN ABANDON EXISTING VAi.F- IN S -110 -A OR S- 110 -B. ORANGE COUNTY WATER DISTRICT - STEVE CONKLIN (714) 378 -3211 BEACH STD - 515 -L. CORROSION PROTECTION REQUIREMENTS PER SHEET CP--1, Pt-ACE, BACKI"a -L VAL` E CANS, REMOVE VALVE COVERS ANC! 11. ALL TRENCH EXCAVATION AND PIE BEDDING SHALL BE DONE PER STD. DWG. NO. SC EDISON - WALLACE ZIMMERMAN (714) 973 -5409 11 ABANDON AND REMOVE EXISTING AIR AND VACUUM RELEASE ASSEMBLY. REPLACE EX. -I IN' AC: Ph v+ Mf -,N S-112. SOUTHERN CALIF. GAS CO. - TECHNICAL SUPERVISOR (714) 8343033 12 INSTALL PLUGS, THRUST BLOCK, AND ABANDON EXISTING WATER MAIN AT INSTALL 1 DtIMLS ' T k',' WA I LR METER PER IRWD STD. DWG. NO. w1 -I. ORANGE COUNTY TRANSPORTATION AUTHORITY (714) 265 -4332 NEAREST ACTIVE CONNECTION. EXISTING WATER MAINS ARE TO BE ABANDONED (714) 530-6060 AFTER NEW MAIN HAS BEEN PLACED IN SERVICE AND ALL SERVICE LATERALS C0) INSTALL" 4" DOMESTIC WAI''LR C'•?V!CE METER WITH MANIFOLD FROM THE OLD MAIN HAVE BEEN TRANFERRED TO NEW MAIN. ABANDON EXISTING J ASSEMBLY PER IRWD STD. DWG. id U. W -4. VALVES IN PLACE, BACKFILL VALVE CANS, REMOVE VALVE COVERS AND REPLACE EXISTING AC PAVEMENT. T! INS ALL WATER ::rU.4LiTY ;;AMP-) !NG STATION PER IRWD STD. DWCT:. NI). W -2f - NOTICE TO CONTRACTOR 13 ABANDON AT NEAREST VALVE AND REMOVE EXISTING FIRE: HYDRANT LATERAL AND FIRE HYDRANTS. _ �� � =;t CONNECTION AT LINI'�c1=S!TY DRIVE AND IRVINE AVENUE THE EXISTENCE AND LOCATION (PLAN AND ELEVATION) OF ANY UNDERGROUND UTILITIES OR 14 INSTALL BURIED FLANGE INSULATING KIT AND 4-WIR'., TEST STATfUiJ. SEE DETAII. %i STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. \ -?! TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. UNLESS OTHERWISE DIMENSIONED. LOCATIONS AND ELEVATIONS OF EXISTING 15 CONSTRUCT 1 -ANODE CATHODIC PROTECTION TEST STATION. UTILITIES AND SUB - STRUCTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. SEE CORROSION PROTECTION SITE PLAN ON SHEET CP -1. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINE OR STRUCTURES NOT SHOWN ON THESE PLANS, 16 INSTALL" 1" DOMESTIC WATER SERVICE METER PER CITY OF NEWPORT BEACH AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STD- 502 -L. STRUCTURES. CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL UTLITIES SHOWN ON THE DRAWINGS. COSTA MESA SANITARY DISTRICT GRAVITY SEWER fmm DESOFU TION O REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. ©0 21' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. O 18' EXTRA STRENGTH VITRIFIED CLAY PIE WITH TYPE 'G' COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. © 12" EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G' COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. © 8' EXTRA STRENGTH VITRIFIED CLAY PIPE WITH TYPE 'G" COMPRESSION JOINTS. TRENCHING AND BEDDING PER CMSD STD. DWG. NO. S -112. ©4 CONSTRUCT 72" MANHOLE PER CMSD STD. DWG. NO. S -100 -A WITH 72" ID BASE SECTION AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER (AMERON) SPECIFICATIONS. © CONSTRUCT 48' MANHOLE PER CMSD STD. DWG. NO. S -100 WITH PLASTIC (POLYVINYL CHLORIDE) R OVED EQUAL. NSTALL IN R ER MANUFACTURER SPECIFICATIONS. O CONSTRUCT DROP MANHOLE PER CMSD STD. DWG. NO. S -102. USE 72" ID BASE SECTION WITH MANHOLE CONSTRUCTION PER CMSD STD. DWG. NO. S -100 -A AND PLASTIC (POLYVINYL CHLORIDE) LINER, AMERON T -LOCK LINER OR APPROVED EQUAL. INSTALL LINER PER MANUFACTURER SPECIFICATONS. ©7 ABANDON AND REMOVE INTERFERING PORTIONS OF EXISTING SEWER. PLUG ABANDONED LINE. O REMOVE EXISTING MANHOLE FRAME, RINGS, AND COVER TO 24" BELOW GRADE. BACKFILL MANHOLE WITH 1 SACK SLURRY. CUT AND PLUG INCOMING LINES PER CMSD INSPECTOR. DELIVER OLD FRAMES, RINGS AND COVERS TO CMSD CORPORATE YARD AT 2310 PLACENTIA AVENUE, COSTA MESA. 12° SEWER FORCE MAIN REM DESOFVP110N O9 REPLACE TRAFFIC SIGNAL LOOPS PER PROJECT SPECIFICATIONS. !� INSTALL 12' PVC AWWA C900 PIE AND FITTINGS (CLASS 200) WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD - 510 -L -C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S -112. 41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAIL 1 16 42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL 3 16 • THE BEARINGS SHOWN HEREON ARE BASED ON THE THE BEARING BETWEEN OCS HORIZONTAL CONTROL STATION GPS NO. 6171 AND STATION GPS NO. 1917 BEING N60.03'22'E PER RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTY SURVEYOR. BENCHMARK: 3N -60 -89 ELEV =50.52 DATUM =NGVD 29/1995 OCS ADJUSTED DISCRIBED BY OCS 1989 - FD 3 3/4" OCS ALUMINUM BENCHMARK DISK STAMPED 3N -60-89 OCATED AT THE SOUTHERLY PORTION OF THE INTERSECTION OF IRVINE AVENUE AND BRISTOL STREET (SOUTH) IN THE CITY OF NEWPORT BEACH, AT THE EASTERLY CORNER OF A 4 FT. BY 22 FT. CATCH BASIN, 43.5 FT. SOUTHEASTERLY OF THE CENTERLINE OF IRVINE AVENUE, 100 FT. SOUTHWESTERLY OF THE CENTERLINE OF BRISTOL STREET, 4 FT. BEHIND THE CURB. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD CNB, CMSD, IRWD AND DANIEL BOYLE ENGINEERING AND ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED T0, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEYS FEES, RESULTING FROM INTERFERENCE WITH. INTERRUPTION OF. DAMAGE TO, OR ANY AND ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURFACE INSTALLATION AS DEFINED IN GOVERNMENT CODE 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." rm BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS CNB, CMSD, IRWD, AND DANIEL BOYLE ENGINEERING, THEIR 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 CNB, CMSD, IRWD OR DANIEL BOYLE ENGINEERING. AS WELL AS THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW. SUCH IDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, DEATH OR DAMAGES OCCURING AFTER COMPLETION OF THE 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 POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVERAGE. RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE 1NGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF THE CITY I DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. R1 's -IN_ 0 •: 0 F_i 9 _ t 11I_ • n 0 n a J 0 n m co 0 0 3 n LD z z 3 21" GRAVITY SEWER MAIN x SEE SHEET N0. 15 t C:S C. SCALE 201 1 - 4' DIA. CORE 16 - 2" DIA. CORES 2" DIA. CORE - 19 16 18 17 18 , _ - - EXISTING SEWAGE J PUMP STATION -" " -- WETWELL _- -_ EXISTING SEWAGE - =- PUMP STATION - _ VALVE VAULT -� w .} EXISTING 8 DIP - a - - INV. 21.00 II y BOTTOM OF VAULT -- - EL. 19.34 CCU o s 1 1. REPLACE EXISTING PIPE - =- SUPPORT AFTER TEE INSTALLATION. K TO SUPPORT 2° BALL VALVE EXISTING FS 27.17 13 y 12 I �, 11 9 1 -1 8 7 6 , CUT TO FIT LENGTH �D' 8 9 10 FOR CONTINUATION OF v PIPELINE, SEE PLAN AND PROFILE TO LEFT 12'x8" DI TEE INV. 17.6 I', POLYETHYLENE OR I , POLYURETHANE ROPE ° TYPE FILLER (TYP.) a a o APPLY 1" OF GUN GRATE ELASTOMERIC SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYP. DI PIPE PER PLAN a a 12' DIA. CORE °I `..1 7ON-INSULATING L SEAL '= EXISTING WALL VICE I i WALL PENETRATION NOT TO SCALE RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACH, TIES IDENI'INED IN THE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART USE VAC WHILE TIE-IN WORK IS 12" MJxMJ 90• ELL ON THE ENGINEER A D OWNMPII,ED AND FURNISHED BY OTHERS. THE ENGllVFER AND OWNERS(S) WR.L NOT BE T- _ BEING DONE. FOR CONTINUATION OF RESFONSIBLE FOR ANY FRROR (S)OROMISSION(S)WHICH PIPELINE, SEE PLAN AND HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL STA. 200103.38 PROFILE TO LEFT CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOW.. LOCATIONS TILE VARIANCE MAY HE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS 2 REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE 01'1'HE CITY /DISTRICT OR THE 15 1 OWNERS) OF THE UTILITIES INVOLVED. �:1 RVINE AVENUE L L IONS. i00 WITH THRUST BLOCKS AT ALL HORIZONTAL AND VERTICAL BENDS PER CITY OF NEWPORT BEACH STD-510-L -C. THRUST BLOCK SHALL FULLY ENCASE ALL BELOW GROUND DUCTILE IRON FITTINGS FOR CORROSION PROTECTION. TRENCHING AND BEDDING PER CMSD STD DWG NO. S -112. 41 CONNECT 12" PVC FORCE MAIN TO EXISTING SEWER PUMP STATION PER DETAIL 1 16 42 CONNECT 12" PVC FORCE MAIN TO EXISTING 10" SEWER FORCE MAIN PER DETAIL 3 16 1 EXISTING W SEWER " 1--+ STA. 200 +00.00 M , EXISTING 10' DUCTILE IRON SEWER FORCE M 2 A -- 4 8 10 7 22 FOR CONTINUATION OF FOR CONTINUATION OF 21 PIPELINE, SEE PLAN AND PIPELINE, SEE PLAN AND - -- -- 3 PROFILE TO LEFT PROFILE TO LEFT 20 REMOVE EXISTING IONS" TEE I - - - r._} Ed PLAN MATERIAL UST REMOVE INTERFERING I PORTIONS OF EXISTTNG II SEWER FORCE MAIN L1112M C 13 2" COPPER TUBING, TYPE "K" (LENGTH AS RQUIRED) f AS REQUIRED. CU LINE. MJxMJ ((MEGALUG 2'i'Ii9Fh�li- W DI ND 14 2' SEWAGE AIR RELEASE FOR 150 PSI MAXIMUM OPERATING PRESSURE, APCO MODEL NO. 400, VAL -MATIC MODEL NO. 48A, 0' DI BLIN OR APPROVED EQUAL WITH 1/2' NPT OUTLET, INLET AND PLAN MJ MEGALUG) BLOWOFF VALVE, QUICK DISCONNECT COUPLINGS, AND 4❑ Zal2mxBm DI RREDUCING TEE MINIMUM 5' HOSE FOR FLUSHING. 5 10'x8' FLG 90' DI REDUCING BEND 15 24' DIAMETER SCHEDULE 40 STEEL VENTED PIPE COVER, llAI UST 3' -6' IN HEIGHT, 3/4" DIAMETER AIR HOLES ON TOP HALF JxMJ ((MEGAI 8❑ 8" FLG 90' DI BEND OF COVER WITH 4 SPACING BETWEEN HOLES AND TOP. 20 12 "i�JX4MJ F DI 90" BEND WELD 1/4' PLATE TO TOP AND 1/4' DIAMETER STEEL ROD ❑ ❑7 8" DRESSER STYLE 131 DISMANTLING "JOINT HANDLES FILLET WELDED TO TOP COVER PLATE. PROVIDE 21 12" PE P C 0 GTH AS REQUIRED (L GTH: MIN. - 10 , MAX. - 15 4 ANCHOR LUGS AT BOTTOM. HOT DIP GALVANIZE AFTER ) FLGxPE FABRICATION AND PAINT INSIDE AND OUTSIDE WITH TWO MJ MEG LUG 8❑ an -FES DI SPOOL (LENGTH AS REQUIRED) CUT TO FIT COATS "WHITE" GLOSS ENAMEL PAINT. 22 12"x10" DI EDUCER 9 8" FLG DI TEE 16 1/2' PVC (SCH 40) 23 10' PE PVC SPOOL (LENGTH AS REQUIRED) 10 WALL PENETRATION PER DETAIL 18 17 PIPE SUPPORTS ATTACHED TO VAULT WALL 24 10' TRANSITION COUPLING (DRESSER STYLE 36) OR APPROVED EQUAL WITH STAINLESS STEEL 11 8' BLIND FLANGE WITH 2" F.I.P. OUTLET 18 1/Y 90' ELBOW PVC (SCH 40) HARDWARE. 12 2' CORP STOP, IP THREAD INLETxF.I.P. OUTLET 19 1/2' 450 ELBOW PVC (SCH 40) (JONES J -1943) SEWER FORCE MAIN CONNECTION SEWER FORCE MAIN TO EXISTING PUMP STATION SCALE: 112" = V -0" �QN DAnilia ftm ftel"URine a 4407 0 Consulting Engineers 3 I 4c 23231 South Pointe Drive, 103 1110106 JLB © RECORD DRAWING C10. Laguna Hills, C' 2653 (949) 768-2600 DATE BY DESCRIPTION �Cl<GI 44497 I 7 e JORECT ER RCE NO. DATE F REVISIONS CONNECTION AT MESA DRIVE 0 I n 0 n r ley •y. SCALE: 1/2" = V -0" C APPROVED IRVINE AVENUE ROBIN B. HAMERS R.C.E. 31720 SEWER FORCE MAIN REPLACEMENT PLAN AND PROFILE MANAGER/DISTRICT ENGINEER COSTA MESA SANITARY DISTRICT STA. 199 +80.00 TO STA. 200 +82.6± DATE APP'D DESIGNED JpS DRAWN CARD COSTA MESA 168-1 CHECKED JLB DATE 07/04 SANITARY 01STRICT SHEET 16 OF 34 1 aZ CONSTRUCTION PLANS FOR THE RVINE AVENUE kv APPROVED: IRVINE RANCH WATER DISTRICT DIRECTOR OF ENGINEERING AND PLANNING GREGORY P. HEIERTZ R.C.E. 33084 DATE PROJECT NO. 10364 IRVINE RANCH WATER DISTRICT SEPT'EM SUBMITTED BY: DANIEL BOYLE ENGINEERING 31, 2006) Rim® k Consulting Engineers 23231 South Pointe Drive, Suite 103 Laguna Hills, CA 92653 (949) 768 -2600 IM 44487 E',331 RECORD DRAWING THIS IS A RECORD DRAWING OF THE FACII,CISES IDENTIFIED IN TUE TITLE BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY OTHERS. THE ENGINEER AND OWNERS(S) WILL NOT BE RESPONSIBLE. FOR ANY ERROR(S) OR OMISSION(S) WHICH HAVE- BEEN INCORPORATED INTO THIS DRAWING. ACTUAL CONDITIONS WILL VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FIELD LOCATED IN THE PRESENCE OF AN EMPLOYEE OF TI IE CITY / DISTRICT OR THE OWNER(S) OF THE UTILITIES INVOLVED. SHEET 17 OF 34 w .Ti• aANDARD SYMBOLS W RW RW NO. DATE AV 0 2 12 - CENTERLINE PROPOSED WATER LINE - SIZE AS INDICATED EXISTING WATER LINE - SIZE AS INDICATED PROPOSED RECYCLED WATER LINE - SIZE AS INDICATED EXISTING RECYCLED WATER LINE - SIZE AS INDICATED PROPOSED SEWER LINE - SIZE AS INDICATED EXISTING SEWER LINE - SIZE AS INDICATED EXISTING UNDERGROUND T.V. CABLE EXISTING GAS LINE - SIZE AS INDICATED EXISTING HIGH PRESSURE GAS LINE - SIZE AS INDICATED EXISTING STORM DRAIN - SIZE AS INDICATED EXISTING TELEPHONE CONDUIT EXISTING FIBER OPTIC CABLE EXISTING POWER CABLE EXISTING SEWER FORCE MAIN - SIZE AS INDICATED EXISTING RIGHT -OF -WAY LINE EXISTING CONCRETE CURB EXISTING EDGE OF PAVEMENT (E.P.) PROPOSED WATER VALVE EXISTING WATER VALVE PROPOSED FIRE HYDRANT (F.H.) EXISTING FIRE HYDRANT (F.H.) PROPOSED WATER SERVICE RECONNECTION EXISTING WATER METER (W.M.) - SINGLE EXISTING WATER METER (W.M.) - DOUBLE PROPOSED AIR RELEASE AND VACUUM RELIEF VALVE EXISTING AIR RELEASE AND VACUUM RELIEF VALVE PROPOSED BLOWOFF ASSEMBLY EXISTING BLOWOFF ASSEMBLY PROPOSED CATHODIC TEST STATION EXISTING CATHODIC TEST STATION EXISTING CATCH BASIN (C.B.) EXISTING MANHOLE (M.H.) EXISTING ELECTRICAL OR TELEPHONE VAULT EXISTING FENCE EXISTING POWER POLE UTILITY POTHOLE LOCATION EXISTING TREE EXISTING SHRUBS EXISTING PIPE ENCASEMENT - TYPE AS INDICATED ORANGE COUNTY ASSESSORS PARCEL NUMBER OR ALIGNMENT BEARING • DENOTES DETAIL NUMBER •DENOTES SHEET NUMBER PROPOSED WATER QUALITY SAMPLING STATION CALL CONTRACTOR SHALL NOTIFY TOLL FREE UNDERGROUND SERVICE ALERT 800 - 227 -2= A HOURS AC PRIOR TO BEGINNING ANY I1- TWO WORIOHC DAYS CONSTRUCTION WORK. B ff0RF YOU DIG SEE GENERAL NOTES FOR ANSI FURTHER INFORMATION. Underground Service Alert AV AIR RELEASE & VACUUM RELIEF VALVE It (PL) REVISIONS 1120106 1 NieCONO DRAWING APPROVED DESIGN- J.P.S. DRAWN: W.J.K. CHECKED: J.L.B. ABBREVIATIONS ABAND ABANDONED NTS AS AGGREGATE BASE OC AC ASPHALT CONCRETE OR ASBESTOS CEMENT OD ACP ASBESTOS CEMENT PIPE PE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE PCC AV AIR RELEASE & VACUUM RELIEF VALVE It (PL) AWG AMERICAN WIRE GAUGE PH AWWA AMERICAN WATER WORKS ASSOCIATION PO BC BEGIN CURVE PP BCR BEGIN CURB RETURN PSI BEG BEGIN PUE BF BLIND FLANGE PVC BFV BUTTERFLY VALVE PVMT BLK BLOCK R (RAD) BM BENCHMARK REBAR SO MANUAL DRAIN AND BLOWOFF ASSEMBLY READ CB CATCH BASIN RT CCP CONCRETE CYLINDER PIPE RW CF CURB FACE R/W CIP CAST IRON PIPE RWV CL CLASS S CML&C CEMENT- MORTAR LINED & COATED SCE CMSD COSTA MESA SANITARY DISTRICT SCH CNB CITY OF NEWPORT BEACH SO CONC CONCRETE SE CONT CONTINUOUS SHT CP CATHODIC PROTECTION SPEC CPLG COUPLING SS CTR CENTER STA q- (CL) CENTERLINE STL DIA DIAMETER SW DI DUCTILE IRON THK DIP DUCTILE IRON PIPE TC DWG DRAWING TS E EAST TYP EC END CURVE UG EL ELEVATION VERT ENGR ENGINEERING W ETC ETCETERA WM EXIST (EX) EXISTING 1'1 FL FLOWLINE F (FLG) FLANGE FG FINISHED GRADE FH FIRE HYDRANT FIP FEMALE IRON PIPE THREAD FM FORCE MAIN FS FINISHED SURFACE FT FEET J� FUT FUTURE o° FWY FREEWAY y�y GA GAUGE ego GAL GALLON y < o r t GALV GALVANIZED ' GB GRADE BREAK GV GATE VALVE , HP HIGH POINT HORIZ HORIZONTAL SEAL ID INSIDE DIAMETER BEACH W INV INVERT t 9$e INSUL INSULATED HLWTAHGTON IP IRON PIPE BEACH IRWD IRVINE RANCH WATER DISTRICT LF LINEAR FEET LT LEFT MAX MAXIMUM PRO JEC T MH MANHOLE VICINI T Y MI MILE MIN MINIMUM MJ MECHANICAL JOINT N NORTH NE NORTHEAST NW NORTHWEST NO NUMBER RECORD DRAWING I1 LIS IS A RECORD DRAWING OF THE FACILITIES IDENTIFIED IN 1'I IE -IITLL, BLOCK ONLY AND HAS BEEN PREPARED IN PART ON THE BASIS OF INFORMATION COMPILED AND FORNISHFD BY OTHERS. THE ENGINEER AND OWNERS(S) WILI, NOT BE REST'ONSTBI X FOR ANY F,RROR(S) OR OMISSION(S) WHICH HAVE BEEN INCORPORATED INTO THIS DRAWING. ACTUAL. CONDITIONS WILL VARY SOMEW1LA1 FROM PILE CONDITIONS SHOWN HEREIN AND AT SOME LOCATIONS THE VARIANCE MAY BE LARGE. IF THE PRECISE LOCATION OF ANY FACILITY IS REQUIRED, THE FACILITY SHOULD BE FTELD LOCA'1'L•'D IN 'HIE PRESENCE OF AN EMPLOYEE OF TILE C11 Y / DISTRICT OR'F1LE OWNER(S) OF THE UTILITIES INVOLVED. D6N1�r '�t��r'l�ERING tat Consulting Engineers [ME RANCH 23231 Sous, Pointe Drive. Suite 103 HATER DmmCT Laguna H91s, CA 92653 (949) 768-2600 LA NOT TO SCALE ON CENTER OUTSIDE DIAMETER PLAIN END POINT OF COMPOUND CURVATURE PROPERTY LINE POT HOLE PUSH -ON POWER POLE PRESSURE (POUNDS PER SQUARE INCH) PUBLIC UTILITY EASEMENT POLYVINYL CHLORIDE PAVEMENT RADIUS REINFORCING STEEL REQUIRED RIGHT RECYCLED WATER RIGHT-OF -WAY RESILIENT WEDGE VALVE SOUTH, SLOPE OR SEWER SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN SAND EQUIVALENT OR SOUTH EAST SHEET SPECIFICATION STAINLESS STEEL STATION STEEL SOUTHWEST THICK TOP OF CURB TRAFFIC SIGNAL (CONDUIT /CABLE) TYPICAL UNDERGROUND VERTICAL WEST OR DOMESTIC WATER WATER METER ANGLE 9R�a � REA NEWPORT BEACH v C�6 �cc co \�L ORANGE ORANGE r AiVYME DANA \ Q� POINT VICINITY MAP NOT TO BC:ALE JUAN PRINCIPAL ENGINEER STEVEN L. MALLOY RCE 31926 17 COUNTY 0 DATE IRVINE AVENUE LAW EWIVE SHEET MAP SHEET INDEX Ste. NO DESCRIPTION :O'YEEt Ii1LE SH-IT CNB TITLE SHEE.I (W11H SIGNATURE BLOCKS) STANDARD SYMBOLS & ABBREVIATIONS. VICINITY MAP, SHEET INDEX MAP; SHEET INDEX (CN6 SHEETS ONLY) 1 ^ONSTRUC'TION MOTES, BASIS OF BEARINGS; BENCH MARK, PUBLIC AGENCIES & UTILITIES, CN9 GENERAL 'HATER NOTES, NO`fiCE TO CONTRACTOR, JOB SITE SAFETY CNB 24" 'WATER MAIN PLAN AND PROFILE SHEET - STA. 9 +94.00 TO STA, 20+00.00 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA. 20+00.00 TO STA. 29 +00.00 CNB 24" WATER MAIN PLAN AND PROFILE ;HEFT - STA. 29 +00.00 TO STA. 41 +56.93 CNB 24" WATER MAIN PLAN AND PROFILE SHEET - STA 41 +56.93 TO STA, 51 +26.78 CNB 24" WATER MAIN PI -AN AND PROFILE SHEET STA. 5I +26.18 T9 STA. 59 +33.53 i0 :NB 8° WATER MAIN FLAN AND PROFILE SHEET STA. 60+00.00 TO STA. 63+27.92 CNB MISCELLA.NEOU'S DE TAILS CMSD TITLE SHEET (WITH SIGNATURE BLOCKS) STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (CMSD SHEETS ONLY) i CONSTRUCTION NOTES: BASIS OF BEARINGS, BENCH MARK, CMSD GENERAL SEWER NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY CMSD GPAVITY SEWER MAIN PLAN AND PROFILE IRVINE AVENUE - STA. 90+00.00 TO STA. 95 +41.37 CMSD GRAVITY SEWER MAIN PLAN AND PROFILE MESA DRIVE - STA. 0+79.46 TO STA. 1+47.79 C CMSD 12" SEWER FORCE MAIN PLAN AND PROFILE - STA. 199+80.00 TO STA. 200 +82.6± 17 IRWD TITLE SHEET (WITH SIGNATURE BLOCKS) 18 STANDARD SYMBOLS & ABBREVIATIONS, VICINITY MAP, SHEET INDEX MAP, SHEET INDEX (IRWD SHEETS ONLY) 19 CONSTRUCTION NOTES, BASIS OF BEARINGS, BENCHMARK, IRWD GENERAL NOTES, PUBLIC AGENCIES & UTILITIES, NOTICE TO CONTRACTOR, JOB SITE SAFETY 20 IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 70+00.00 TO STA. 79 +00.00 21 IRWD 12" WATER MAIN PLAN AND PROFILE - STA. 79+00.00 TO STA. 83+72.5± -I CORROSION FROTLC LION Pi-AN AND GENERAL NOTES � OP, CNB 24 WATER MAIN UP -2 CORROSION PROTECTION DETAILS FOR CfdB 24" WATER MAIN u ;f' CORROSION PROTECTION DETAILS FOR CNB 24" WATER MAIN Et5 TRAFFIC CONTROL KEY MAP, NOTES AND LEGEND. FRAFFIC CONTROL FOR CNB 8" WATER MAIN - IRVINE AVENUE FROM 'UNIVERSITY AVENUE TO MIRA LOMA PLACE :3 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM UNIVERSITY AVENUE TO MESA DRIVE ? RAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION 26 4 TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM MESA DRIVE TO SANTA ANA DELHI CHANNEL., IRVINE AVENUE AT BRISTOL STREET ,., TRAFFIC CONTROL FOR CNB 24" WATER MAIN - IRVINE AVENUE FROM SANTA ANA DELHI CHANNEL 10 BRISTOL STREET -r TRAhF iC' CONTROL FOR CMSD GRAVITY MAINS - IRVINE AVENUE NORTH OF MESA DRIVE TRAFFIC: CONTROI. FOR CMSD 12" SEWER FORCE MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION 31 -- TIi.4FF1,' C'ON'TROL FOP. CMSD GRAVITY SEWER MAINS - IRVINE AVENUE AT MESA DRIVE INTERSECTION 32 T -8 TRAFFIC CONTROL FOR IRWD 12' WATER MAIN - IRVINE AVENUE FROM UNIVERSITY DRIVE TO MIRA LOMA PLACE 33 T -9 TRAFFIC CONTROL FOR IRWD 12' WATER MAIN - IRVINE AVENUE FROM MIRA LOMA PLACE TO MESA DRIVE 34 T -10 TRAFFIC CONTROL FOR IRWD 12' WATER MAIN - IRVINE AVENUE AT MESA DRIVE INTERSECTION IRVINE RANCH WATER DISTRICT IRVINE AVENUE WATER MAIN REPLACEMENT PROJECT NO. 10364 SHEET STANDARD SYMBOLS AND ABBREVIATIONS, VICINITY MAP, 18 SHEET INDEX MAP, SHEET INDEX OF 34 CITY OF NEWPORT 6EAC; :L �a ep :L sa so ii ii = 1�c1109*1610 1_19:19.011,• ra L1� mm RANCH AA'IEB DISHHCf � m • = RJA En /LB L! REPLACEMENT ROJECT NO_ I Qsfu �3 i ii A .y t6 I: �r J i All q 04 r� I I� ee a 3 �a 'P 1� 1/ �t .s / �7 i T GAIL IRVINE RANC t PROJECT MANAGER y 17 �p J SEP L. BOYLE RCE 44497 IRVINE AVE REP PRINCIPAL ENGINEER PROJE STEVEN L MALLOY RCE 31926 �a I� It a i :0 W0 :t7 CkTER D151FH NATER MAIN MENT I ion" -ION DETAIL RSITY DR_ & IA =I 11= _I'I I: EVE. 1 2t /z le r � 41 S I 7 �nil�i = �nenn���na PIRMERMH Consulting Engineers 23231 South Pointe Dmre, Suite 103 vns Will. r 070=2 10AM 792 17 �a 'P 1� 1/ �t .s / �7 i T GAIL IRVINE RANC t PROJECT MANAGER y 17 �p J SEP L. BOYLE RCE 44497 IRVINE AVE REP PRINCIPAL ENGINEER PROJE STEVEN L MALLOY RCE 31926 �a I� It a i :0 W0 :t7 CkTER D151FH NATER MAIN MENT I ion" -ION DETAIL RSITY DR_ & IA =I 11= _I'I I: EVE. 1 2t /z le r � 41 S I 7 4 1 I Z� 2 IRVINE AVE NEW 24" CML &TW WATER MAIN - 1 —ANODE CTS SEE DETAIL 1 SHT CP -2 2 NEW 24" CML&TW t1 +off -- INSULATING FLANGE BONDED MECHANICAL ON EAST 24" FLANGE JOINT (TYP) SEE OF TEE SEE DETAIL 2 ON CP -2 NEW 8" PVC \ Y (SEE GEN CP NOTE 11) ABANDONED 12 �3 + \A E + PING � EXISTING 12" RCSCP CML &TW TO BE ABANDONED) EXISTING \" ACP 4 —W INS. FLANGE CTS. SEE DETAIL 2 ON CP-2 ALUMINO- THERMIC WELD (TYP). SEE± 7 CP- SEE ABLE . I n _- j NEW 6" PVC — ��x 00 NEW 24" CML&TW--/ \BURIED INSULATING FLANGE SEE DETAIL 2 0 SHEET CP -2 -A1- 6 HMWPE 4 HMWPE (TYP) COUPLING yl �3" (TYP) SWRFAGES SI AI I BF WRAPPED WITU WAX 1 —No 6 ', 1� TAO& 1\ OP491 IAI 1 V WRAP At I ROD$ RQ Tg ". HMWP 2. —No WP WIRES ACROSS VALVE OR COUPLING. WIRES CAN BE WELDED DIRECTLY TO FLANGE. JUMPER FROM PIPE TO VALVE OR FOLLOWER IS No 6 HMWPE. 2 —No 4 HMWPE �_ a 3. INSTALL BOND WIRES BEFORE WAX TAPE. (TYP) 4. SIMILAR FOR FLANGE PAIR WITHOUT VALVE. VALVE (OR FLANGES) MECHANICAL JOINT BONDING NTS a, 1 CP_ CONN TO EXIST DIP �P S t(P BRIDGE EXIST 6" PVC %Y 6" DIP (PE ENCASED) • EXISTING 24" CML&C ON BRIDGE l/ �0- c� CONNECT TO EXIST. 6" PVC (24 "X x 24" x 6') i a a 1— CORROSION TEST STATIONS Weight % Ig .01 Max CORROSION TEST IRVINE AVE NEW 24" CML &TW WATER MAIN - 1 —ANODE CTS SEE DETAIL 1 SHT CP -2 2 NEW 24" CML&TW t1 +off -- INSULATING FLANGE BONDED MECHANICAL ON EAST 24" FLANGE JOINT (TYP) SEE OF TEE SEE DETAIL 2 ON CP -2 NEW 8" PVC \ Y (SEE GEN CP NOTE 11) ABANDONED 12 �3 + \A E + PING � EXISTING 12" RCSCP CML &TW TO BE ABANDONED) EXISTING \" ACP 4 —W INS. FLANGE CTS. SEE DETAIL 2 ON CP-2 ALUMINO- THERMIC WELD (TYP). SEE± 7 CP- SEE ABLE . I n _- j NEW 6" PVC — ��x 00 NEW 24" CML&TW--/ \BURIED INSULATING FLANGE SEE DETAIL 2 0 SHEET CP -2 -A1- 6 HMWPE 4 HMWPE (TYP) COUPLING yl �3" (TYP) SWRFAGES SI AI I BF WRAPPED WITU WAX 1 —No 6 ', 1� TAO& 1\ OP491 IAI 1 V WRAP At I ROD$ RQ Tg ". HMWP 2. —No WP WIRES ACROSS VALVE OR COUPLING. WIRES CAN BE WELDED DIRECTLY TO FLANGE. JUMPER FROM PIPE TO VALVE OR FOLLOWER IS No 6 HMWPE. 2 —No 4 HMWPE �_ a 3. INSTALL BOND WIRES BEFORE WAX TAPE. (TYP) 4. SIMILAR FOR FLANGE PAIR WITHOUT VALVE. VALVE (OR FLANGES) MECHANICAL JOINT BONDING NTS a, 1 CP_ CONN TO EXIST DIP �P S t(P BRIDGE EXIST 6" PVC %Y 6" DIP (PE ENCASED) • EXISTING 24" CML&C ON BRIDGE l/ �0- c� CONNECT TO EXIST. 6" PVC (24 "X x 24" x 6') CONNECT TO EXISTING 8" PVC NEW 24" CML&TW WATER MAIN EXIST 24" CML &C ON BRIDGE 4 -W INS FLANGE CTS (TYP) NEW 24" CML &TW INSULATING FLANGE SEE DETAIL 2, CP -2 13 24"X16" REDUCER 58 +00 S9�Op -- EXISTING 16" CML &C R, J !o� in 13 00 1 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" SO. 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 MAIL, 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 JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 1 ON THIS SHEET 6. WAX TAPE ALL BURIED METALLIC FITTINGS, PER AWWA C217, DETAIL 1 /CP -1 AND SPECIFICATION SECTION 13120. 7. INSULATING BUSHING SHALL BE INSTALLED AT EACH AIR /VAC CONNECTION PER DETAIL 2 ON SHEET CP -3. 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 CP -2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO- THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 10. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8 -MIL POLYETHYLENE PER AWWA C105. 11. ALL DIP FITTINGS ON PVC PIPING SHALL BE LOOSELY WRAPPED IN POLYETHYLENE PER DETAIL 8, SHT CP -2. 12. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS- BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 13. SEE SECTION 13120 FOR TESTING OF CORROSION PROTECTION FACILITIES. LEGEND - - ®+ 1 —ANODE CTS i POTENTIAL TABLE 1— CORROSION TEST STATIONS Weight % Al .01 Max CORROSION TEST PIPELINE CTS CONNECT TO EXISTING 8" PVC NEW 24" CML&TW WATER MAIN EXIST 24" CML &C ON BRIDGE 4 -W INS FLANGE CTS (TYP) NEW 24" CML &TW INSULATING FLANGE SEE DETAIL 2, CP -2 13 24"X16" REDUCER 58 +00 S9�Op -- EXISTING 16" CML &C R, J !o� in 13 00 1 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" SO. 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 MAIL, 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 JOINTS, I.E., VALVES, FLANGES OR COUPLINGS, EXCEPT INSULATING FLANGES, MUST BE BONDED AND WAX TAPPED PER DETAIL 1 ON THIS SHEET 6. WAX TAPE ALL BURIED METALLIC FITTINGS, PER AWWA C217, DETAIL 1 /CP -1 AND SPECIFICATION SECTION 13120. 7. INSULATING BUSHING SHALL BE INSTALLED AT EACH AIR /VAC CONNECTION PER DETAIL 2 ON SHEET CP -3. 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 CP -2, DETAIL 7. ATTACH 1 WIRE PER ALUMINO- THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 3" MINIMUM. 10. ALL BURIED DUCTILE IRON PIPE SHALL BE ENCASED IN 8 -MIL POLYETHYLENE PER AWWA C105. 11. ALL DIP FITTINGS ON PVC PIPING SHALL BE LOOSELY WRAPPED IN POLYETHYLENE PER DETAIL 8, SHT CP -2. 12. CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS- BUILT" DRAWINGS TO THE ENGINEER PRIOR TO COMPLETION OF WORK. 13. SEE SECTION 13120 FOR TESTING OF CORROSION PROTECTION FACILITIES. LEGEND - - ®+ 1 —ANODE CTS HIGH POTENTIAL TABLE 1— CORROSION TEST STATIONS Weight % Al .01 Max CORROSION TEST PIPELINE CTS REFERENCED Cu 0.02 Max Ni 0.001 Max Fe STATION STA TYPE DETAIL & SHEET LOCATION and 0.3 Total Max My ®♦ 4 —WIRE INSULATING FLANGE CTS 1 10 +06 INSULATOR DETAIL 2, CP -2 IRVINE AVE. EXIST 24" CONNECTION (24"X8" TEE) T AIRVAC (SEE GEN CP NOTES 6, 7 2 11 +20 1 ANODE DETAIL 1, CP -2 AND DETAIL 2, SHT CP -3) 3 16 +50 1 ANODE DETAIL 1, CP -2 4 21 +50 1 ANODE DETAIL 1, CP -2 BLOW OFF (SEE DETAIL 3, SHT CP -3) 5 27 +50 1 ANODE DETAIL 1, CP -2 014 FIRE HYDRANT (SEE DETAIL 1, SHT CP -3) 6 33 +60 1 ANODE DETAIL 1, CP -2 7 33 +88 INSULATOR DETAIL 2, CP -2 CONN. TO EXIST 24" STEEL PIPE. E END CAP ON ABANDONED PIPELINE 8 40 +00 INSULATOR DETAIL 2, CP -2 CONN. TO EXIST 24" STEEL PIPE. CML &1W CEMENT MORTAR LINED TAPE WRAPPED 9 40 +50 1 ANODE DETAIL 1, CP -2 AND MORTAR OVERCOATED 10 46 +50 1 ANODE DETAIL 1, CP -2 11 52 +50 1 ANODE DETAIL 1, CP -2 12 58 +25 1 ANODE DETAIL 1, CP -2 13 59 +33 INSULATOR DETAIL 2, CP -2 CONN. TO EXIST 16" (24 "X16" RED) ANODE LEAD No. 12 AWG WITH THWN INSULATION (WHITE). HEAT SHRINKABLE SLEEVE SILVER SOLDER OR BRAZE CONNECTION SPECIAL BACKFILL CLOTH BAG GALVANIZED STEEL CORE 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 Max Ni 0.001 Max Fe 0.03 Max Si 0.05 Max Other 0.05 each Max and 0.3 Total Max My Balance SPECIAL BACKFILL COMPOSITION 75% GYPSUM 20% BENTONITE 5% SODIUM SULFATE NOTE: 1. SEE TECHNICAL SPECIFICATIONS FOR ANODE SOAKING AND INSTALLATION REQUIREMENTS. SIDEWALK rl *11t LiMw:l20612lowti1111WIT_IIN TEST BOX BEYOND SIDEWALK CInCWAI V FOR TEST STATION TEST BOX IN SIDEWALK WIRING & MOUNTING " TEST BOX IN SIDEWALK 6 SEE e 6° SIDEWALK 12 "-I SIDEWALK 12 "-1 i TAPE ALUMINO- THERMIC WELD. (TYP) SEE e = A B 8, (TYP)� SEE NOTE 5 24" CML &TW 2 -N0. 8 HMWPE PIPE LEAD WIRES 1 -N0. 12 THWN ANODE LEAD 48 LB. ANODE SEE CP- &NOTE 5 2 12' NOTES: 1. PROVIDE 18" SLACK WIRE AT WELD AND COILED IN TEST BOX. 2, WARE TRENCH SHALL BE 24- INCHES DEEP (MIN). PLACE 3- INCHES OF SAND OR DG BEDDING IN TRENCH BEFORE PLACING WARES. COVER WIRES WITH 6- INCHES OF SAND OR DG. 4 MIL THICK INERT PLASTI 3 CAUTION:OCATHODIC PROTECTION CAB ECBEL TH WARNING TAPE PRINTED MA 4. TEST BOX TO BE PLACED BEHIND CURB IN SIDEWALK OR BEYOND EDGE OF SIDEWALK AS SHOWIN PER ENGINEER'S DIRECTION. 5. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. 1 -ANODE CORROSION TEST STATION 6 "� CONCRETE TEST 4 2„ BOX SEE DETAIL - 2" IX 4� a F3 NOTES: 1. SEE GENERAL CP NOTE 4, SHEET CP -1. 2. WARE I.D. TAGS SHALL IDENTIFY PIPE SIZE, MATERIAL, SERVICE AND STA. NO. (240, 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. PAVEMENT OR CONCRETE PAD 26" SO X 4" THICK IN UNPAVED AREA ONLY :VAKR J.I ALL FOUR DES) 1 EACH 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 THAN WIRE TO ANODE ANODE TEST STATION_ WIRING AND MOUNTING NTS c3 _o fit WARNING TAPE 2 -No. 8 HI PIPE I FAFIC 24" CML &TW INSULATING FLANGE SEE e ALUMINO- THERMIC WELD. (TYP) SEE DETAIL 2 -N0. 8 HMWPE PIPE LEADS 2 -N0. 10 HMWPE PIPE LEADS 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. CLOSER OFFSETS MUST BE APPROVED BY ENGINEER. 6. SIMILAR INSTALLATION FOR BURIED VALVE OR TEE. TO TEST STATION. GASKET - TYPE "E" 71 0 LAM. FOR CTS WRING AND GLASS W/RECT. O -RING MOUNTING SEE DETAIL. W/ RECT. 0 -RING SLEEVE - G10 LAM. GLASS WASHER- G10 LAM. GLASS A B THREADED STUD INSULATING SLEEVE- OR BOLT (FULL LENGTH) NUT &STEEL WASHER (BOTH SIDES) u @ INSULATING WASHER POLYETHYLENE EXT�ETERNALPETROLE 1 (BOTH SIDES) ENCASEMENT WAX TAPE WRAP SEE 0 INSULATING GASKE TYPE "E° ALUMINO- THERMIC WELD. (TYP) SEE O Al B C D NOTE 3 AND � NEW CML &TW PIPE SEE NOTE 1 BUTTERFLY VALVE TO EXISTING PIPE Its (CML &TW, CML &C OR DIP). - 3" TYP NOTES: 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. 2. SIMILAR INSTALLATION FOR TEE CONNECTION OR FLANGE PAIR WITHOUT VALVE. 3. NO TEST LEADS REQUIRED AT AIR -VAC OR BLOWOFF INSULATING FLANGES. 4. SEE SPEC SECTION 13120 FOR INSULATOR TESTING REQUIREMENTS. BURIED INSULATING FLANGE KIT AT VALVE /FLANGE /TEE 29 m STEP 1 STEP 2 STEP 3 HANDLE GRAPHITE COVER �?J STARTING POWDER 6 "1 CONCRETE TEST 4 ETAL POWDER 2„ BOX SEE DETAIL - PAVEMENT OR ETAL DISC FILE OR GRIND STRIP INSULATION CONCRETE PAD SURFACE TO FROM WARE APHITE MOLD 4 2" 26" SO X 4" AND BRIGHT MEAL BLE 4. THICK IN UNPAVED AREA HOLD NELDER FIRMLY ONLY NTH OPENING AWAY FROM OPERATOR, No. 4 REBAR IGNITE STARTING POWDER (ALL FOUR WELD CAP BITUMINOUS COATING SIDES) STEP 4 STEP 5 STEP 6 1 -1/2" DIA BRASS TAG A B C (TYP) SEE NOTE REMOVE SLAG APPLY 2 COATS PRIMER COAT WITH A BITUMINOUS FROM CONNECTION AND COVER CONNECTION COMPOUND SEE NOTE 3 No. 2 BELOW SEE NOTE 4 WITH PRE - FORMED WELD CAP NATIVE SOIL NOTES: - 2 -No. 8 HMWPE 1. WELDER SHOWN IS FOR HORIZONTAL SURFACES; FOR VERTICAL SURFACES TO NEW TAPE WIRES TO PIPE SIDE WELDER IS REQUIRED. COATED PIPE f -- 2 -No. 10 HMWPE 2. ATTACH 1 WIRE PER WELD. ALL WIRE WELDS SHALL BE 6 INCHES WIRES TO PIPE APART, MINIMUM. NOTES: TO EXISTING 3. ALL EXPOSED METAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED PIPE OR BLIND WITH 2 COATS OF PRIMER AND AN ELASTOMERIC WELD CAP, THEN 1. LOOSELY WRAP POLYETHYLENE TO ALLOW EXCESS MATERIAL ALL AROUND TO NOTES: FLANGES STUB. OVER - COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING PREVENT STRETCHING DUE TO SOIL PRESSURE. 1. SEE GENERAL CP NOTE 3, SHEET CP -1. BY 2 INCHES MINIMUM. 2. COAT ALL FLANGE BOLTS, NUTS & WASHERS WITH BITUMINOUS COMPOUND 2. WIRE I.D. TAGS SHALL IDENTIFY PIPE SIZE, 4. ALL WELDS SHALL BE TESTED BY STRIKING THE WELD WITH A 2 LB MATERIAL, SERVICE, STA. NO. AND SIDE OF HAMMER WHILE PULLING FIRMLY ON WIRE. ANY WELDS BROKEN OR FLANGE (24 ", CML &TW, WAT, 18 +00, N). STAMP LOOSENED SHALL BE RE- WELDED AND RE- TESTED. THE SURFACE MUST BE RE-GROUND AND CLEAN WITH 1/4" CHARACTERS. SHALL BE REMOVED FROM THE WELp RE- WELDING. ALL WELD SLAG INSULATING FLANGE CTS WIRING AND MOUNTING 6 M -T 7 DI CAST IRON FITTINGS ON PVC PIPE 8 NTS CP -2 NTS CP-2 NTS CP -2 09 �,-- 1 COVER WEIGHT:10 LBS. " BODY WEIGHT. 61 LBS. CONCRETE BODY TRAFFIC RATED 1 1 11 -3/8" NOTES: 1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED - CHRISTY No.GS. 2. ALL HARES 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" SO x 4" THICK REINFORCED CONCRETE PAD AROUND TEST BOXES AT UNPAVED SITES. CAST IRON TRAFFIC COVER MARKED "CP TEST" .< -: f<< <: PAVEMENT OR CONCRETE PAD (SEE NOTE 4) - 14-1/4" - 11-1f8"- No. 4 REBAR 9 --� 09 �,-- 1 COVER WEIGHT:10 LBS. " BODY WEIGHT. 61 LBS. CONCRETE BODY TRAFFIC RATED 1 1 11 -3/8" NOTES: 1. CONCRETE BODY, OCCASIONAL TRAFFIC RATED - CHRISTY No.GS. 2. ALL HARES 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" SO x 4" THICK REINFORCED CONCRETE PAD AROUND TEST BOXES AT UNPAVED SITES. MECHANICAL JOINT - BONDS. SEE e CP -1 NEW 24" CML &TW (SEE NOTE 1)- h ill 6" PVC Q e -- DIP SECURE ENDS OF PE WITH 10 -MIL TAPE INSULATING FLANGE (NO CTS). SEE DETAIL 3, SHEET CP -2 8 -MIL POLYETHYLENE ENCASEMENT (PE) PER AWWA C105 -POLYETHYLENE `ENCASE VALVE PER 1 WAX TAPE _ CP -10 1 NOTE: 1. INSULATING FLANGE AND JOINT BONDS NOT REQUIRED WITH DIP OR PVC MAINS. 111M CML &TW OR DIP MAIN 2" COPPER TUBING 2 -1/2" x 2" INSULATING BUSHING (SEE NOTES 2 AND 3) BRONZE SERVICE SADDLE (OR STEEL WELD COUPLING ON CML &TW PIPE) NOTES: 1. DO NOT NOT COAT OR WRAP BURIED COPPER PIPING. ENSURE THAT PIPE IS SURROUNDED BY CLEAN, UNIFORM BACKFILL MATERIAL. 2. INSULATING BUSHING NOT REQUIRED WITH PVC MAIN. 3. FEMALE CONNECTION SHALL BE 2 -1/2" TO ACCOMODATE 2" INSULATING BUSHING. " AIR AND VACUUM RELEASE VAL NTS 2 P -3 SECUI WITH TAPE 8 -Mil ENCA' PER i NOTE: 1. INSULATING FLANGE AND JOINT BONDS NOT REQUIRED WITH PVC OR DIP MAINS. CML &TW TEE (SEE NOTE 1) MECHANICAL JOINT BONDS TYP) SEE 1 CP -1 EPDXY COAT OR WAX TAPE DI FITTINGS TRAMC REQUIRIENM- Irvine Ave Maintain min. one lone of traffic in each direction during working hours university Qn: Maintain min, one lane of traffic in each direction during working hours. university Dr. /Del Mar Ave_ may be closed during the iRWD Stater Main project when work takes place within the intersection. Work hours to be approved by City of Newport Beach and County of Orange. Lieshrhr- L8 {rch St.: Maintain min. one lone of traffic in each direction- This street may be closed at night or during weekends when work takes place within the intersection with Irvine Ave.. ;York hours to be approved by City of Newport Beach and County of Orange - Prohibit left turns when In conflict with construction and when left tum visibility is restricted by construction. Working Hours : Northbound lone closure 9orn — 4:30pm Southbound lone closure lam — 3:30pm Alf private driveways and side streets shall be kept open at all times except when construction takes place directly in front of the driveway /side street. Ali open excavations on public streets shall be back — filled or steel -- plated (onti--skid plates) for troffic to the satisfaction of City /County Engineer outside the working hours. Traffic shall be restored to normal conditions during non— working hours. 'TRAMC CONTROL PLAN G€NERAL NOTES: A. It is the responsibility of the contractor performing work on o public street to install and maintain the traffic control devices as shown herein, as well as any such additional traffic control devices as may be required to insure the safe movement of traffic and pedestrians through or around the work oreo and provide maximum protection and safety to construction workers. 8. All delineators shalt be equipped with reflective band at night time C. The contractor shall notify City of Newport Beach and County of Orange at least rive working days in advance of implementing any construction detour. D. All signs, delineators, barricades, etc. and their instollatfon shall conform to the State of California Standard Specifications latest edition and California Department of Transportation ° Manual of Traffic Control, for Construction and Maintenance Work Zones' (latest Edition), and the Work Area Traffic Control Handbook (WATCH, latest Edition). E. City of Newport Beach and County of Orange reserve the right to observe these traffic control plans in use and to make any necessary changes as field conditions warrant. Any changes shall supersede these plans. Exact location of oil equipment and traffic control devices shall be determined by the Engineer - f. Contractor shall notify Orange County Transportation Authority (OCTA) at (714) 265 -4330 or any other affected transit services at least five working days prior to construction. G. A0 traffic control devices, stripes, markings, legends and raised pavement mockers shall conform to Caltrans Traffic Manual, Maintenance Manuel, Standard Plans, and Standard Specifications (most recent edition). yam H. Ail traffic control devices shall be kept in their proper position at oil times, and shots be repaired, replaced, or cleaned as necessary to preserve their appearance and continuity. l All troffiC lanes shotl have a minimum of 5 feet clearance from oven excavotions and a minimum of 2 feet from vertical obs truc flan s. J. Contractor shod provide floggers os deemed necessary by Engineer. K. Controctor shelf notify all affected residents and businesses and the Christian Montessori Schoof five working days prior to construction L. Ail advanced morning signs shall be equipped with flags. M. Traffic signals shall remain in Operation at all limes. Signal operation during each construction phase shall be coordinated with and opproved by the City /County Engineer. N. Piece additional "LANE CLOSED" (C30) signs on Type 11 barricades at 150 feet intervals throughout extended work areas in eoch lone that is closed. Install "OPEN TRENCH" (C27) signs whenever an open excavation area exists odjaoent to the traveled way. D. All temporary traffic control devices shall be removed following completion of each construction stage and the permanent traffic control devices shall be restored by the contractor upon completion of project. P. Contractor shell replace /repair oil domaged striping with temporary striping or raised pavement markers at end of each working day. Q. Contractor shell comply with the requirements of the American Disability Act as related to pedestrian access and shall maintain pedestrian access at oil times per Af)A requirements. Sidewalk closure /detour snail comply with the WATCH standards. R. Contractor shall cover or remove all conflicting signs. 5. Contractor shall post `symbol" uneven loves, "Steel Plates Ahead" of "Bump' signs, for pavement surface disruptions of 1/2 in, or greater. Pavement disruptions of I in. or greater shall have beveled edge of four(4) horizontal to one(;) vertical. T. Contractor shall install "CAUTION STEEL PLATES AHEAD" and /or "ROUGH ROAD" signs in advance of steel plate bridging. 50 0 50 100 150 CHRI5TIAN GRAPHIC SCALE 10 ; 50' MONTESSORI IJAA scliD GRA OL IR VINE AVE . :EAWND W t CIS me � +xts(IC z31at1)trr>a � ' ) WM Wa - -- — —�- • ' •` 49 CAP • t 1 ' • 1 fir9(R) VACANT 54V MERGE TAPER RI 5407 540' $40' SIGNS (ALL StGINS SHALL BE REFT_ECT#i12ED AND OF STANDARD SIZE. iA!f)W AREA WARNING SiGNS SHALL BE ORANGE SIGN FAO£.) Cl DETOUR AHEAD C2 ROAD CLOSED C2(13) BIKE LANE CLOSED C3A ROAD CLOSED TO THRU TRAFFIC C5 DETOUR ARROW SC3 DETOUR (tip) C7 END DETOUR C13 END CONSTRUCTION Cis ROAD CONSTRUCTION AHEAD C19 ROAD CLOSED AHEAD C20(L/R) LEFT /R1QHT LANE CLOSED AHEAD C20(B) BiKE LAME CLOSED AHEAD C27 OPEN TRENCH C30 LANE CLOSED W2(L /R) REVERSE CURVE SIGN (LEFT/RIGHT) 1411 PAVEMENT MOTH TRANSITION SIGN W41 SIGNAL AHEAD V053 NOT A THRU STREET W54 PEDESTRIAN CROSSING SYMBOL SIGN W57(L /R) SINGLE HEAD ARROW SIGN W58 DOUBLE ARROW SIGN W74 THRU TRAFFIC MERGE LEFT W75 LANE ENDS !.SERGE LEFT W79 BICYCLE SYMBOL SIGN W79A SHARE THE ROAD Wa - -- — —�- • ' •` 49 CAP • t 1 ' • 1 fir9(R) VACANT 54V MERGE TAPER RI STOP R2 SPEED LIMIT SIGN R7(L /R) KEEP LEFT /RIGHT R10 ONE WAY R11 DO NOT ENTER R11A WRONG WAY R13 NO TURN ON RED RI6 NO RIGHT TURN R17 NO LEFT TURN R18- -2 RIGHT LANE MUST TURN RIGHT R34- -2 NO LEFT /U TURN R41 RIGHT TURN ONLY R63 DO NOT PASS R81 BIKE LANE R81B END R96 NO PEDESTRIAN SYMBOL SIGN R96H(L/R) USE CROSSWALK (LEFT /RIGHT) SR4 SCHOOL SPEED LIMIT(25) POST NO STOPPING SIGNS MEN CHILDREN ARE PRESENT SR45 KEEP RIGHT (SUPPLEMENTAL SIGN TO HE MOUNTED WORK TAKES ON DELINEATOR) TN2 TYPE N -2 OBJECT MARKER (RED) TN3 TYPE 0-3 OBJECT MARKER (ORANGE) ,Is,;X�;71Al:Zilills R41 t� NEWORT BEACH WATER TRANS. MAIN SHEET 27 I SHEET 25 l SHEET 26 1 I DEL MAR AVE. i ` I 1 � f 1 l 1 s E � I f 1 1 a { • l W i f� 1` Iwo I CV LEO �i � 1 9 i E! r I 1 n5 ala UNIVERS.ITT DR. IRVICI:Y 10202.5 1RWD WATER MAIN SHEET 33 F, C y CLOSE X —WALK W/ R96 & R96B SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. WS s� �C� 0 rn 1507 159' SHEET 34 3nr-r-10 JV/JI COSTA MESA SANITARY SEVER MIRA LOMA PL_ gyp' ass I A_ +. E III 6'!f _KEY MAC' N. T.S. NEWPORT HE WATER TRANS. SHEET 28 PRISF01. $F C1: C20(A): de Wt1(Rr l R17: W57: wa17 L/rii c RIB-2: TUMM RiCil aosEO 420(8): cLO Eo C2$: sE LAnE ►ssF� WSS: 1e �i.t76Eo R34-2 C3A: rtM T MAMC C20(2L): <*> W7s: C$: R41: iU�Flf ONLY SC3: oErwlrQ G27: 11rlcrt W733A: I THE ROW E RBS: C7: fraia rlEtucFe R2 -5: SPEEu ono LArtE R9BS(LfR): uossw x C13: 00 0301 aosz a s R13: Tur,I oot FED KEEP SII matr C18: ca�E* rnrl W2(L): R18: TYPE N2 MARKER: (RED) rso.n TYPE N3 MARKER: 419: wsl WI1(L); R17: (ORANGE) { e e i 11 L Iti II ■E I� ® IWVr © O Lf~t3ENii: r : EXISTING SIGN l NEW SIGN AND POST ] TYPE TWO BARRICADE a—t TYPE THREE BARRICADE • DELINEATOR 1MTH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP (� COVER EX, CONFLICTING S(GN DURING CONSTRUCTION POST NO STOPPING SIGNS KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE WITHIN THE INTERSECTION. MAINTAIN LOCAL AND EMERGENCY ACCESS WITH FLAGGERS DURING INTERSECTION WORK. HIGH LUEL WARNING DEVICE III 6'!f _KEY MAC' N. T.S. NEWPORT HE WATER TRANS. SHEET 28 PRISF01. $F C1: C20(A): de Wt1(Rr l R17: W57: wa17 L/rii c RIB-2: TUMM RiCil aosEO 420(8): cLO Eo C2$: sE LAnE ►ssF� WSS: 1e �i.t76Eo R34-2 C3A: rtM T MAMC C20(2L): <*> W7s: C$: R41: iU�Flf ONLY SC3: oErwlrQ G27: 11rlcrt W733A: I THE ROW E RBS: C7: fraia rlEtucFe R2 -5: SPEEu ono LArtE R9BS(LfR): uossw x C13: 00 0301 aosz a s R13: Tur,I oot FED KEEP SII matr C18: ca�E* rnrl W2(L): R18: TYPE N2 MARKER: (RED) rso.n TYPE N3 MARKER: 419: wsl WI1(L); R17: (ORANGE) { e e i 11 L Iti II ■E I� 0I3 LEGEND: r ; EXISTING SIGN f NEW SIGN AND POST A TYPE: TWO BARRICADE 1°+ TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD Q SIGNALIZED INTERSECTION DIRECTION OF TRAVEL ® RELOCATE BUS STOP COVER EX. CONFLICTING SIGN OUR€NG CONSTRUCTION ® POST NO STOPPING SIGNS KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE WITHIN THE INTERSECTION MAINTAIN LOCAL AND EMERGENCY ACCESS V44TH FLAGGERS DURING INTERSECTION WORK CONTRACTOR VALL, NOTIFY CHRISTIAN MONTESSORI SCHOOL AT LEAST I WEEK PRIOR TO CONSTRUCTION. CHRISTIAN FAONTESSORI SCHOOL 240' IsOFT TAPER 0 30" CLOSE LEFT TURN WHEN IN CONFLICT WITH CONSTRUCTION. CxRAPJADA � 018 Sf~A1�11ID HIGH LEVEL WARNING DEVICE DEL MAR A VE. r 330' ! E fI r �r I € r � ! ! I ' CHRISTIAN I 41ONTES50RI I SCHOOL I p J A 112�, C18 J 550' VACANT 540' 540' 540 f� MIRA LCMA PL. >n CLOSE X —WALK W1 R96 & R9613 SIGNS & COVERING OF PED, SIGNAL O1 INDICATIONS & PUSH BUTTONS. Rt `'M7 0.V3 k � STOP r34 • 030 {{{ Wi • g A y3 s x"I I I i I 4 ! $� f ! i ! I S50' € w G1 UNIVERSITY AVE. 150' Ogg i 1 V 50, 1 Epa TAPER 300' SHIFT TAPER 0 30:7 �J J m DEL MAR A 17E. .350' r i r r I � ! I � r -III' ON Rmz*wAmmrh 1 I C+10 14' I k TRIM V7 1 � � »�� � —vv~� M4-2 lI v r / f Rf0{�i� wm wm Cie pt8lR7 VACANT n — 540' 540' 540 f� MIRA LCMA PL. >n CLOSE X —WALK W1 R96 & R9613 SIGNS & COVERING OF PED, SIGNAL O1 INDICATIONS & PUSH BUTTONS. Rt `'M7 0.V3 k � STOP r34 • 030 {{{ Wi • g A y3 s x"I I I i I 4 ! $� f ! i ! I S50' € w G1 UNIVERSITY AVE. 150' Ogg i 1 V 50, 1 Epa TAPER 300' SHIFT TAPER 0 30:7 �J J m DEL MAR A 17E. .350' r i r r I � ! I � r -III' ON Rmz*wAmmrh 1 4 I 34-2 C+10 14' I k 4 C+10 � � k SEE TRAFFIC CONTROL BELOW UNIVERSITY AVE. IRVINE AVE. @ UNIVERSITY DR. f ff., bo .,. ' MIRA LOMA PL. SIGNS & COVERING Off' PED.RSIGNAL IRVI t��' `� V E' �T INDICATIONS & PUSH BUTTONS. 54 CII7 C! uEAC'r TAPER 540• .�L3 540' 540' 54C MERGE TAPER Rt a t ♦ 030_ ' • � . —����� � 03 300' SWIFT TAPER 0 30:1 LA CANADA PL. IRVINE AVE. I M+ UNIVERSITY DR. --- MESA DR. UVIRVIN1.I)%V9 zl20z'e Lu Q I IRVINE A VE. SR0 PAS"" HIY 7&1- 540' MERN' TAPER GB3 COMMERCIAL 01e 350' ti S� R1(45)� RESIDENTIAL 50' TANGENT �V' VlY 5 Rd3 k 4 ~~ 7 UAr�Y�.,R� f fir �N $q0, c% ' - � N. Sqa. VA I [1Q 010 VACANT GOLF COURSE I R10 -2 EI 350' i i liiil u I LEGEND: > : EXISTING SIGN t : NEW SIGN AND POST 3E : TYPE TWO BARRICADE i—t TYPE THREE BARRICADE • : DELINEATOR WITH WHITE REFLECTIVE TAPE : ARROW BOARD F� : ARROW BOARD(CAUTION MODE) : SIGNALIZED ;NTERSECTION --� : DIRECTION OF TRAVEL ® : RELOCATE BUS STOP QQ COVER EX. CONFLICTING SIGN DURING CONSTRUCT ® : POST NO STOPPING SIGNS CHANGEABLE MESSAGE BOARD (LOCATION AND MESSAGES TO BE DETERMINED BY CITY.) MATCH LINE .BIRCH ST. MRSA DR. SEE RIGHT FOR DETOUR PLAN CiR MATCH LINE RvMEScL nwt{ ruoa•s TRAFFIC DETOUR PLAN FOR MESA DR. CLOSURE AT IRVINE AVE. r� NOT TO SCALE a SS2 fit ORAAFOR AVS. Rl a C1° n CIO j � 3sa' i of 350' C6(R} tn� a*) SANTA ANA AVE. ,= Z-Ta b SW. SS2 LOCAL LOCAL RI ASIDE IRVINE AVE. Is SPECIAL SIGN(SS't): MF5A DR, CLOSED AT IRVINE AVE. (dates) ( €ime) USE ALT. ROUTES INFO hone 0 5" LETTERING. BLACK ON ORANGE SIGNFACE. TO BE POSTED 1 WEEK PRIOR TO CLOSURE. C PUT TRAFFIC SIGNAL ON 4-WAY FLASH DURING THIS PHASE OF WDRK. ��scc�e LOCAL ACCESS i SS2 SANTA ANA AVE. E%CEPT LOCAL ACCESS DR CLOSURE SS2 SEE t- EWfOft TRAFFIC CONTROL PLAN SPECIAL SIGN(SS2): MESA DR. CLOSED AT IRVINE AVE. USE ALT. ROUTES Y LETTERING. BLACK ON ORANGE SIGNf ACE. TO BE POSTED DURING CLOSURE. 50 0 50 100 15( GRAPHIC SCALE 1 = 50' .a .m em .: L�r COMMERCIAL i EXISTING SIGN f NEW SIGN AND POST X TYPE TWO BARRICADE » TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW 80ARD Q SIGNALIZED INTERSECTION -� DIRECTION OF TRAVEL RELOCATE BUS STOP Q : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS HIGH LEVEL WARNING DEVICE MESA DR, , BIRCH ST. BRISTOL ST. CIBjj( 3 350' R1�MM] iY RESIDENTIAL MESA TAR TRL7T AT F' ATIF' n PPTIZ'Tnr Qrr . -- Fffl— I wa s All Am 1 IR VINE A VE. TO SANTA ANA DELHI CHANNEL BRISTOL ST. IRV9R152Dwci T32 02.8 =(I C e � ° e .� lowe �i E[EE I Rlu CI4 tiSR48 540 VERGE TAPER CAMPUS Submitted By. TRAFFIC CUNTROL /EIIICINEER XG, INC. 231 E. IMPERIAL HYVY. SUITE 241 FVLLERYON, CA 92835 (714) 447 -6077 FAX (714) 447 --6081 1429 PROJE=CT MANAGER —RC—ENO, DATE SANTA nnty I)ELN( CyAtv�tEL t� 50' MERGE TAPER (Z�L� C3 D�� 90' GAP low • _� •T 110 pARV G DATE I BY DESCRIPWR REVISIONS SAtlTA ANA pELHJ CHANNEL IRVINE AVENUE TRAFFIC CONTROL PLANS a WA, RI R.CE, 46214 CNN 24" WATER MAIN - IRVINE AVE. FROM MESA DR. TO SANTA ANA DELHI 014ANNEI PRWCIPA �o- JCNOi EER GNB 240 WATER MAIN DATE 4-40-0+ IRVINE AVE. AT BRISTOL ST. Apr'D DESiGUED D.K. DRAwn E.I., CITY OF (NEWPORT BEACH W- 5305.S I F -4 CHECKED O.I<. DAff. 9 /a /04 PUBLIC WORKS DEPARTMEI47 ISHEET 28 OF 34 0 I 0 I x84 PAMKINO ktir nuE 540' 540' COMMERCIAL � FI.pfiW Afir ME RESIDENTIAL MESA DR. SEE RIGHT FOR DETOUR PLAN. Clio RIVERSIDE DR. RESIDENTIAL ::2(351 RESIDENTIAL /old CfJI. MCRCiAL r7TY OF t{EWPOR7 BEACH ;- a<n o sys } '�thS mr 4'F STOP I,% Rf 9-2 '%CdIULFY I V1L IRVINE AVE. AT MESA DR. (NIGHT OR WEEKEND WORK) SHALL PROVIDE FL.Ai+fEr RS 0 MAINTAIN PED. � � ; � RESIDENTIAL ACCnS DURING S(DEWALX WORK. eA f COMMERCIAL o S91 f E te AI `�`-- - - --1� a' ErtrA- r,>,nt -rr C13 Ste, VACANT CLOSE ONE X —WALK AT A TIME -- W/ R96 & R96B SIGNS & COVERING OF PEI). SIGNAL INDICATIONS & PUSH BUTTONS, MESA DR. CLOSE X —WALK W/ R96 & R9158 SIGNS & COVERING OF PED. SIGNAL HEAL] AND PUT BUTTONS. I # ` w?4 �A 5d0' 1j s f I 540' BIRCH ST. I]? vilvE A TI" ' IR VINE A VE. A T MESA DR. NIGHT OR WEEKEND WORK RESOEN TEAL TRAFFIC DETOUR PLAN FOR E/B MESA DR CLOSURE SURE A rTl TnTTrI TT.I A TTr'1 ,1 ♦r v. r 1 v.♦ rr��,.a,.,.v rr•vr�r �� SS2 ai ial ORANGE AVE. C � 35fl' 350' fu r SANTA ANA AVE. ; n, SS2 1 LOCAL NOT TO SCALE ° PUT TRAFFIC SIGNAL ON 4—WAY FLASH DURING /THIS PHASE OF WORK, I P f SS2 SANTA ANA AVE. LEGEND: EXISTING SIGN I NEW SIGN AND POST I - TYPE TWO BARRICADE H TYPE THREE BARRICADE DELINEATOR WITH 1"TE REFLECTIVE TAPE ARROW BOARD _ ARROW BOARD (CAUTION MODE) SIGNALIZED INTERSECTION --� DIRECTION OF TRAVEL (9) RELOCATE BUS STOP Q COVER EX. CONFLICTING SIGN DURING CONSTRUCTION fp] POST NO STOPPING SIGNS ( HIGH LEVEL WARNING DEVICE CHANGEABLE MESSAGE BOARD (LOCATiON AND MESSAGES TO BE DETERMINED BY M.) SPECIAL SGN(SSi): MESA DR. CLOSED AT IRVINE AVE. (dates) (time) USE ALT. ROUTES INFO phone - 5" LETTERING. BLACK ON ORANGE SIGNFACE. TO BE POSTED 1 -WEEK PRIOR TO CLOSURE. i mm I1 R V11 Y AVE. 54D RPDUNDS ➢k d a et LOCAL T RT8-R EICEPT LOCAL SPECIAL SIGN(SS2): �, _ - • - CSO '., ��l ACCESS 0{ MESA DR. ► � �t T90' Glig" � ~x, � ► �• �(g� $lD' RIV�'i;slD�' Oft. f.A�1'CE DR CLOSED AT �� WMA IRVINE AVE. 47 1 ssD, w USE ALT. i. S51 ROUTES C2 STREET CLOSURE 5 LETTERING- BLACK ON AR VINE AVE. Tx2 ORANGE SIGHFACE. TO B£ POSTED DURING CLOSURE. CI3 - -. _� 010 / wi —�- - � SI;F LEFT TRAFFIC CONTROL PLAN. j als : GOLF COURSE �� to \ 550' 1 C19 � O -?14II ess, Submitted By: aPrsrevL IRVINE AVEE TRAFFIC CONTROL PLANS l TRAFFIC CONTROL ENCJNEERWG, INC. CMSD GRAVITY SEWER MAINS =' 231 E. IMPERIAL HOMY. SUITE 241 u s con R.C.E. 4"4 IRVINE AVE. NORTH OF MESA DR. ° 1129 FULLERTON, CA 92535 3Nt rna £t1LMEE[t CMSD 129 SEWER FORCE MAIN 50 0 50 100 150 yk ow Ai_Sf : (714) 447 -6077 FAX (714) 447 -6081 DATE 4.10 -ot IRVINE AVE. AT MESA DR. INTERSECTION DATE BY DES0VTIOU APP•D mstwiw E.K. reAwn E.L. CITY OF NEWPORT BEACH W -W5'5 I T -6 GRAPHIC SCALE #" 50' iRVU71V2DV1G T12o2.e cAtilt PROJECT 1AANA15ER RC£ NO. DATE REVISIONS CRECKED D.K. DATL 9/8704 PUBLIC WORKS DEPARTMENT WEFT 30 OF 34 TRAFFIC DETOUR PLAN FOR MESA DR. %BIRCH ST, CLOSURE AT IRVINE AVE. R, NOT TO SCALE 552 1 P, ORAHCB AVE. � Gla n 350' CIO rii 35W T SANTA ANA AVE. MIMI {RI {COW. i9Cli � _ _ _ R! SS2 REDLANDS DR. RIVERSIDE DR. caw IRVINE AVR. G7 SPECIAL S1GN(w): SPECIAL SIGN(SS2): IRVIIVE AVE. 0 AfESA DIR./BIRCH ST. (NIGHT OR WEEKEND WORK:) C- D %IMERCIAL E.4NCE DR. CLOSURE SEE RIGH T TRAFFIC C PLAN. 4 WSW CLOSE ONE X —WALK AT A TIME W/ R96 & R968 SIGNS & COVERING OF PED. SIGNAL INDICATIONS & PUSH BUTTONS. X0. s►RFT 7,{ppR a 3o-} COMMERCIAL I _ `_�� m • ��� sus X53 834-2 540' FIERCE TAPER MESA DR. MESA DR. \ ��t53[i) i CLOSED AT CLOSED AT BIRCH ST BIRCH ST. (dates) USE ALT. ACACIA ST. �N``` fRVINE AVE. v J-4 (time) ROUTES �t1- �'� USE ALT, � � _- --` —.__. ROUTES 5' LETTERING. BLACK oi+i � ORANGE SIGNFACE. TO HE phone POSTED DURING CLOSURE. Ij acs 5" LETTERING. BLACK ON '\` 550' 550' ORANGE SIGNFACE. TO BE POSTED l WEEK PRIOR � '�� }y TO CLOSURE, `�'�_ RED HILL AVE. RAISED MEMAN) CAMPUS DR- BIRCH SY_ 240' SHFF7 TAPER 0 3o- f 4v L9VLIE508DWG TI202,5 RESIDENTIAL �190 1 ss1c�� 4`�� fslD iV N J Ro 1429 iwu r+c 4� CAL 4I AfESA DR. MATCH LINE Rxmj MESA DR. SEE LEFT FOR DETOUR PLAN - cis , 350' 4Is 350' IVER, DA RESIDEN MATCH LINE ]EN TI AL RESIDENTIAL 240' SHIFT T TAPER 0 30:1 &R41, VI IR N E. E A V l2, • ��~__ay � f•� •� SsQ 41 r4�4D • 0.3D • � � • 1 } h 4L 4t �) Ar6l Ra, �r4 1 ,-Rage RbfA g R,9 -7 Z � E I SS1 I I �1 I •! RFe -2 [ {1 � • I p � N f Iri1 J( A f o � 3 _ 'I° 0 ci� • I I JS � yv { v Y �l I j row 1 � f A i f� iC20P) tea. j 540' j i II 54V ma BIRCH ST. Submitted By. TRAFFIC CONTROL ENGINEERING, INC 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447 -6077 FAX (714) 447 -6081 1429 PROJECT MANAGER 7C-ENO, DATE J V SHIFT TAPER 0 3p: } GOLF COURSE _\ >W79 WI ,tj LEGEND; EXISTING SIGN i : NEW SIGN AND POST )♦ TYPE TWO BARRICADE w4 TYPE THREE BARRICADE • : DELINEATOR NYITH WHITE REFLECTIVE TAPE ARROW BOARD ARROW BOARD (CAUTION MODE) O : SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP V : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION �] POST NO STOPPING SIGNS CHANGEABLE MESSAGE BOARD (LOCATION AND ME- 55AGES TO BE DETERMINED BY CITY) crr �- or 4c �r �o ra a �n �o 2 L I S9D cis a� I �w C-341I ' APPROVED IRVINE AVENUE i TRAFFIC CONTROL PLANS 415.1,.Z� s aRl R.cE. 46214 CMSD GRAVITY SEWER MAINS 1 PRkUWAL CIVIL ENWtU t IRVINE AVE. AT MESA €3R, INTERSECTION} DATE °i- ru -a�{ OA7£ 8Y DFSCRIPTt*H APP-0 DESEGH£O D.K. ORAwt1 F.L. CITY OF NEWPORT BEACH W -53e &-S REVIS1aNS crlECl «o D.K. oar£ sisioa PUBLIC WORMS D{= PAFtTMEHT SHEET 32 OF 34 T � MESA DR. MESA DR. \ ��t53[i) i CLOSED AT CLOSED AT BIRCH ST BIRCH ST. (dates) USE ALT. ACACIA ST. �N``` fRVINE AVE. v J-4 (time) ROUTES �t1- �'� USE ALT, � � _- --` —.__. ROUTES 5' LETTERING. BLACK oi+i � ORANGE SIGNFACE. TO HE phone POSTED DURING CLOSURE. Ij acs 5" LETTERING. BLACK ON '\` 550' 550' ORANGE SIGNFACE. TO BE POSTED l WEEK PRIOR � '�� }y TO CLOSURE, `�'�_ RED HILL AVE. RAISED MEMAN) CAMPUS DR- BIRCH SY_ 240' SHFF7 TAPER 0 3o- f 4v L9VLIE508DWG TI202,5 RESIDENTIAL �190 1 ss1c�� 4`�� fslD iV N J Ro 1429 iwu r+c 4� CAL 4I AfESA DR. MATCH LINE Rxmj MESA DR. SEE LEFT FOR DETOUR PLAN - cis , 350' 4Is 350' IVER, DA RESIDEN MATCH LINE ]EN TI AL RESIDENTIAL 240' SHIFT T TAPER 0 30:1 &R41, VI IR N E. E A V l2, • ��~__ay � f•� •� SsQ 41 r4�4D • 0.3D • � � • 1 } h 4L 4t �) Ar6l Ra, �r4 1 ,-Rage RbfA g R,9 -7 Z � E I SS1 I I �1 I •! RFe -2 [ {1 � • I p � N f Iri1 J( A f o � 3 _ 'I° 0 ci� • I I JS � yv { v Y �l I j row 1 � f A i f� iC20P) tea. j 540' j i II 54V ma BIRCH ST. Submitted By. TRAFFIC CONTROL ENGINEERING, INC 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 92835 (714) 447 -6077 FAX (714) 447 -6081 1429 PROJECT MANAGER 7C-ENO, DATE J V SHIFT TAPER 0 3p: } GOLF COURSE _\ >W79 WI ,tj LEGEND; EXISTING SIGN i : NEW SIGN AND POST )♦ TYPE TWO BARRICADE w4 TYPE THREE BARRICADE • : DELINEATOR NYITH WHITE REFLECTIVE TAPE ARROW BOARD ARROW BOARD (CAUTION MODE) O : SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP V : COVER EX. CONFLICTING SIGN DURING CONSTRUCTION �] POST NO STOPPING SIGNS CHANGEABLE MESSAGE BOARD (LOCATION AND ME- 55AGES TO BE DETERMINED BY CITY) crr �- or 4c �r �o ra a �n �o 2 L I S9D cis a� I �w C-341I ' APPROVED IRVINE AVENUE i TRAFFIC CONTROL PLANS 415.1,.Z� s aRl R.cE. 46214 CMSD GRAVITY SEWER MAINS 1 PRkUWAL CIVIL ENWtU t IRVINE AVE. AT MESA €3R, INTERSECTION} DATE °i- ru -a�{ OA7£ 8Y DFSCRIPTt*H APP-0 DESEGH£O D.K. ORAwt1 F.L. CITY OF NEWPORT BEACH W -53e &-S REVIS1aNS crlECl «o D.K. oar£ sisioa PUBLIC WORMS D{= PAFtTMEHT SHEET 32 OF 34 TRAFFIC CONTROL PLAN T YP. LATERAL CONSTRUCTION TYPICAL SIDE STREET 300' SHIFT TAPER 0 30 1 IRVINE A VE. cis M106 WTI4:L) cso 540' 546 540, 540' MERGE TAPER GRANADA 240' SHIT TAPER ® 30:1 4 240' SHIFT TAPER a W I 540' IAERCE TAM 540' 540' 540' ov cis ®RO-1 — +mac — — — — -- — — — } r 47 h.��. DEL MAR AVE. _ 300' SHFF'T TAPER 9 30: t CIS CHRISTIAN MONTESSORI SCHOOL 240 SHIFT TAPER a 30:1 wn(L) 018 C20[S} LEGEND: I : EXISTING SIGN F : NEW SIGN AND POST X : TYPE TWO BARRICADE i-4 TYPE THREE BARRICADE • : DELINEATOR WITH WHIT£ REFLECTIVE TAPE ARROW BOARD Q SIGNALIZED INTERSECTION DIRECTION OF TRAVEL (W RELOCATE BUS STOP O : COVER EX- CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPfNG SIGNS NIGH LEVEL WARNING DEVICE 300' SHIFT TAPER 0 30:1 540' MERGE TAPER. �I: �' R;:! n: � #n:�Kwiays'+.:AUV!^�„"w..'Txi:� 'iF�+/r.h:ET'�• i UVIPY145 -DWt, Tl242 -� UNIVERSITY DR. QROf E i I 4w * Dv I2 ss-cs -k �l� �` CAL1F�aP IR VINE A VE. UNIVERSITY DR. TO MIRA LOMA PL. (NIGHT OR WEEKEND WORK 0 THE INTERSECTION) Submitted By. T`RAPPIC CONTROL ENCINERM NC, INC. 231 E. IMPERIAL HW7_ SJITE 241 FULLERTON, CA 92835 (714) 447 --6077 FAX (714) 447 -6081 1429 PROJECT MANAGER RCE NO. DATE LA CANADA P.L. Ilr"• r"%Jrt riY 360' SHIFT TAPER 0 30:1 5" I- MERING BLACK ON ORANGE SIGHFACE, TO BE POSTED I WEEK PRIOR TO CONSTRUCTION, 0-3411 APPROVED lRtttASt' AVENUE TRAFFIC CONTROL PLANS u bet com R.c-E. 4624 IRWD 12" WAFER MAIN PRiRCWAL CWA, CRONEER IRVINE AVE. DATE q . (p . p FROM UNIVERSITY DR. TO MIRA LOMA PL. DATE BY £]85CRiPTtO?f AAPD OEStGkEO O.K. 1?RAW}i F.1_, CITY OF NI= W#'Oi2T' BEACH W-$3c? &S 7 -8 REVISIONS CHECKED D.K. DAtp 9/a/Oq PUBLIC WORKS DEPARTMENT 3ii£EF 32 OF 34 I 5 G�� GRANADA T i SE7;'%''IND { C13 _ — _ r ._ me-21K t so' CAP If me ) Imt(R) P,o(�l wx ate? MUM wm 540' 540' 54U LEGEND: F EXISTING SIGN F NEW SIGN AND POST X TYPE TWO BARRICADE ►-} TYPE THREE BARRICADE • DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECMN OF TRAVEL ® - RELOCATE BUS STOP COVER EX. CONFLICTING SIGN DURING CONSTRUCTION POST NO STOPPING SIGNS HIGH LEVEL WARNING DEVICE FLAGGERS KEEP INTERSECTION OPEN UNTIL WORK TAKES PLACE WITHIN THE INTERSECTION. MAINTAIN LOCAL AND EMERGENCY ACCESS WITH FLAGGERS DURING INTERSECTION WORK. F ft,L(RI 540' F1F72C,1; TV RPM DEL MAR e CIS f t CHRISTIAN 350• P FA ON TE SSOR I SCHOOL 't— a m 50 VACANT / r R❑ `L_ i stop Rst } 411 �c !SO' 8 UNIVERSITY Dii. IF 100 GRAPHIC SCALE 1° = 50' iRVVtR%'3pPlG T002 -6 8WS IR VINE A VR. UNIVERSITY DR. TO MESA DR. MIRA L OMA PL. LA CANADA PL. i i t �----------_ l f ` � r 72 +00 l 3 +OD +61ao' °.�_. .._C xx R81} Q E47 W Q I I x0 1429 RU}>cCAO / Submitted By-, TRAFFIC CONTROL ENGINL'NRINC, INC. 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 42835 (714) 447 -6077 FAX (714) 447 -60BI 1429 PROJECT MANAGER MC-ENO. DATE MESA DR, RESIbEN DAL sso• 3sv' BIRCH ST. G•3411 4nWjjoM IRVINE AVENUE TRAFFIC CONTROL PLANS {LC.E. 46214 IRW€3 I2" WATER MAIN ENOJtEEFt IRVINE AVE, FROM MIRA LOMA PI.. TO MESA DR. PATE DATE by PESCRlP71dlt APP'D PESIONED D.K. DRAwm F.L. CITY OF NEWPORT BEACH W'6305 -5 T -9 REVISIONS CHECHEO D.H. DATE 9/8/64 PUBLIC WORKS DEPARTMENT SHEET 33 OF 34 0 9 1 1 0 i 8 z s i IRVINE AVE. AT MESA DR, /BIRCH ST. NIGHT OR WEEKEND WORK COMMERCIAL COMMERCIAL Palt%tilG .Ulr igrE. C13 I� Ulllj f �3 ^'Q`Lk"'cyr TAE V. MESA DR. EE RIGHT FOR FIC DETOUR PLAN. L9 B 350' RESIDENTIAL C1Q 3.1 �# -350' +jJ� �j i N G H m 8a' R _� 510P q]CSSS � LEG;: f EXISTING SIGN NEW SIGN ANO POST I : TYPE TWO BARRICADE 1-1 : TYPE THREE BARRICADE • : DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION : POST NO STOPPING SIGNS : HIGH LEVEL ViARNiNG DEVICE �: CHANGEABLE MESSAGE BOARD (LOCATION AND MESSAGES TO BE DETERMINED BY C17Y.) d I r 413 QH35S RESIDENTIAL RESIDENTIAL wr ✓ — mow_ —,,.� ___ __ sal 3d t' �ta1 km R4 I es RSIA f ej ! ff " -MTYA - �._ I n f i._o + 0 ' • 1 r ° �_ CIIifNTY OF p -� f R1 CIlY OF NE54AOFtT BEACc" L ' 540' S4O• • 1 r AYI P2q�':C dlo hUE S® f 540' ! t + L 1 - RESIDENTIAL I C* 40' JAER 'E TAPER �k19 {LI _L � BIRCH ST. T RESIDENTIAL LEG;: f EXISTING SIGN NEW SIGN ANO POST I : TYPE TWO BARRICADE 1-1 : TYPE THREE BARRICADE • : DELINEATOR WITH WHITE REFLECTIVE TAPE ARROW BOARD SIGNALIZED INTERSECTION DIRECTION OF TRAVEL RELOCATE BUS STOP © COVER EX. CONFLICTING SIGN DURING CONSTRUCTION : POST NO STOPPING SIGNS : HIGH LEVEL ViARNiNG DEVICE �: CHANGEABLE MESSAGE BOARD (LOCATION AND MESSAGES TO BE DETERMINED BY C17Y.) d I r 413 QH35S RESIDENTIAL RESIDENTIAL wr ✓ — mow_ —,,.� ___ __ sal 3d t' �ta1 km R4 I es RSIA f ej ! ff r • I ct8 -2 f a� 0 ' • 1 r ° 3 rl$ y i f • € JJ i • 1 JjE f _ ! �MA t + L 1 - I C* I �k19 {LI _L ine BIRCH ST. U p b s4D' 540' 540' lPVk -191Vj TIW2.5 �54EY � I R1 ;R1 OR4=6 AYR. (Y. Q � 4 (7 3 �La R GOLF COURSE �gpf ES — WWI HP 1529 YF EaP 1 �- 51.43 � tHUrtC s QF C60 iv SPECIAL StGN(S33): 5• LETTERING BLACK ON ORANGE SIGNFACE, TO BE POSTED 1 WEEK PRIOR TO CLOSURE. SPECIAL SIGN(SS4): 5" LETTERING. BLACK ON ORANGE SIGNFACE, TO BE POSTED DURING CLOSURE. Submitfed B.Y. TRAFF'tC CONTROL ENGINEERING* 231 E. IMPERIAL HWY. SUITE 241 FULLERTON, CA 52835 (714) 447-6077 FAX (714) 447 -8081 1424 PROJECT MAP{AGER RCE ND. DATE TRAFFIC DETOUR PLAN FOR MESA DR. /BIRCH ST. AT IRVINE AVE. 0 AVE. RA15E0 11 ED11W) CAMPUS DR. BIRCH ST. C -3411 ApFRDV ° IRVINE AVENUE TRAFFIC CONTROL PLANS I_ A I a,c� aeaa IF?WD 12• WATER MAIN PR d' CIVL ViNtEER IRVINE AVE. AT MESA DR. INTERSECTION BATE il,tp-04 DATE BY DESCRIPTION APp'B D sf"ED D.K. DRAM F.L. CITY QF NEWPORT BEACH w'�S-5 Tip R£VrSlofaS CHECttEO D.K. JOA TE s,a,04 PUBLIC WbEiK$ pEpAf2Th4£NT Silt T 34 OF 'id 1 S i ii 5 I , i