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HomeMy WebLinkAboutW_5273_S-------·-------------------~ I ----·-·----·-------------------- REV. CONSTRUCTION PLANS FOR ORANGE COUNTY WATER DISTRICT PIPELINE EXTENSION INTO 'NE·W:PORT B·EACH APPROVED BY: o.~~N~ ;~TY WATER DISTRICT pJ~I(. f /-?:-?:;- WILLIAM R. MILLS JR. DATE GENERAL MANAGER STEVEN R, CONKLIN DIRECTOR OF ENGINF.ERING DATE DESCRIPTION APP. DATE DCSICN S,O,G, DRA'llitt M.W.B. CHCCKCO T.L.E. DATE DEC, 1996 JOB NO. 1820,010 ORAVIING HO. APPROVED FOR CONSTRUCTION OF WORK WITHIN APPROVED FOR CONSTRUCTION OF FACILITIES FOR CITY OF NEWPORT BEACH SANTA ANA HEIGHTS WATER COMPANY W, wiJ-, ,11Jl97 DOWEBB R.C.E. 16791 DATE ~L-t<,f' ~ DIRECTOR OF PUBLIC WORKS ELDON G. DAVIDSON UTILITIES MANAGER PLANS PREPARED BY: ASL Consulting Ono Jenner Slrool, Sullo 200 lrvln:•i• Colllornlo 92718 (714 727-7099 (714 727-7097 (Fo,) Engineers • PRESIDENT R.C.E, 25553 DATE . ,(,J~css,!S_ • ORANGE COUNTY WATER DISTRICT S>J~~:t; /;; -10800 ELLIS AVENUS, FOUNTAtl YAU.EV, CA 02708 (714) 378-3200 ijl ,0,m GREEN ACRES PROJECT -PHASE 2 ';.! 261 • * ~ JI-ii * ., ~ \: :t' or ci~,1~ CONTRACT NO. GA-:97-1 I 1 -13-'7r DATE ,;tlCE l&J \\oE 0011 /o'i)JJ~'). ?~~~ .. ~~ ,p't[j;l'q, 01&~~ 1'10# Of ,,~ SUBMITTED BY: ASL CONSUL TING ENGINEERS, INC. L~ • 1-s-?r /S1EVE0. TEDESCO DATE R.C.E. C039261 (EXPIRES 12-31-97.) • . RECORD DRAWINGS Thollo Roam! Dn,..tngs hBIIO been pn,J)lln,d basod on lnfOlfflllion Bubmittod, In pon, bi' Ulntrl. Whllo 1h11 lnlOfflllllon ,, beGevod lo be relablo, ASl COnsu11r,; Englneo1111 not rnponull>lo for Ila aa:uracy ,,,, for em,11 or om1-.-nay llawboon ~l00ll)Olalodln» ' UlHO plans Bl a rnutl, PIPELINE EXTENSION INTO NEWPORT BEACH TITLE SHEET SHEET NO, 1 OF 100 SHEETS ! I • I I l ' • ffi I [ll I~ ~ ::E :J i z "' . I • Ill C!l LL I I I z 0 i N \ii C :c a (/J ~ I~ I 1 - VICINITY MAP 0 CJCI .111.JII.JMJMJM. i~ilii~i 1,· :'•':, •,',• :, .. ;I l!.::!.:::.:~.;.;:.J V, ::! ~il.WULU.<:i -----w----- N.T,S, LEGEND BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT BRICKWALK CONCRETE BUILDING CITY & COUNTY BOUNDARY EXISTING CURB & GUTTER RIGHT OF WAY CENTERLINE SEWER LINE WATER LINE ·---fr·-·-GAS LINE -• --r. -" -ELECTRICAL LINE a ---0 A NEWPORT EACH PROJECT ........,..-,~. LOCATION BLOW-Off ASSEMBLY (IN PROFILE) BLOW-OFF ASSEt.lBLY (IN PLAN) CATHODIC TEST STATION THRUST BLOCK DEFLECTION ANGLE DENOTES DETAIL NUMBER ANO DRAWING NUt.lBER TRAFFIC CONTROL BOX METER BOX (W,t.1.) POWER POLE/TELEPHONE POLE t.lANHOLE FIRE HYDRANT AERIAL CONTROL POINT °' Q -x-x-x-FENCE -•--TCI-. _,,_ TELEPHONE LINE -··--·,l_.f..,_,_,_ CABLEVISION LINE : : : :-:SO : : : : : STORM DRAIN LINE --FO---FIBER OPTIC LINE -0-EXISTING MANHOLE --{ J-EXISTING VAULT t EXISTING WATER/GAS VALVE ANO STREET LIGHT AIR & VACUUM RELEASE VALVE (IN PROFILE) AIR & VACUUM RELEASE VALVE (IN PLAN) DtSIGH s.o.o. DRAVH M.W.8. OATC DEC. 1996 JOB NO, 1 B20.010 LOCATION·· MAP N,T,S. '. •-..... -....... -----·-·----------------- CONSTRUCTION Of SAHWC FACILITIES NEW 12" WATER t.lAIN -SHEET 32 SERVICE RELOCATION -SHEET 46 & 47 INDICATES 17 SHEET NO,-~ 1. ' 2 i 4 I &5, &6, .¢. 71 I I 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 3B 39 40 41 42 43 44 45 46 47 4B 49 50 51 52 SHEET INDEX TITLE SHEET VICINITY t.lAP, LOCATION MAP, SHEET INDEX GENERAL NOTES, ABBREVIATIONS, ANO AGENCY INDEX HORIZONTAL CONTROL, BENCH t.lARK ANO BASIS OF BEARING PLAN & PROFILE STA, 1 +oo,oo TO STA. 12+00,00 PLAN & PROFILE STA, 12+00,00 TO STA, 22+00,00 PLAN & PROFILE STA. 22+00,00 TO STA, 31 +oo.oo PLAN & PROFILE STA, 31 +00,00 TO STA, 41 +50,00 PLAN & PROFILE STA, 41 +50,00 TO STA, 52+50,00 PLAN & PROFILE STA, 52+50,00 TO STA, 62+50,00 PLAN & PROFILE STA, 62+50,0D TO STA, 73+00,00 PLAN & PROFILE STA. 73+00.00 TO STA, 81 +00,00 PLAN & PROFILE STA. 81 +oo.oo TO STA. 91 +oo.oo PLAN & PROFILE STA. 91+00,00 TO STA, 102+00,00 PLAN & PROFILE STA. 102+00.oo TO STA. 111 +oo.oo PLAN & PROFILE STA, 111 +00,00 TO STA, 121+00.DO PLAN & PROFILE STA, 121+00.00 TO STA, 132+00,00 PLAN & PROFILE STA. 132+00,00 TO STA. 143+00,00 PLAN & PROFILE STA. 143+00.DO TO STA, 153+50.00 PLAN ,& PROFILE STA, 153+50.00 TO STA, 161+50.DO PLAN & PROFILE STA. 181+50,00 TO STA, 171 +25,00 PLAN & PROFILE STA, 171+25.DO TO STA, 182+50.00 PLAN & PROFILE STA. 182+50,00 TO STA. 192+00,00 PLAN & PROFILE STA. 192+00,00 TO STA, 197+00.00 PLAN & PROFILE STA, 290+00,00 TO STA. 295+40,25 PLAN & PROFILE STA, 232+ 15,00 TO STA, 240+00,00 PLAN & PROFILE STA, 240+00,00 TO STA, 247+00.00 PLAN & PROFILE STA, 247+00.00 TO STA, 256+70,00 PLAN & PROFILE STA, 260+65,0D TO STA, 266+50.00 PLAN & PROFILE STA. 266+5D,OO TO STA. 276+00.00 PLAN & PROFILE STA, 276+00,00 TO STA, 286+ 1 1 ,39 PLAN & PROFILE STA, 30D+DO.OO TO STA, 31 o+oo.oo TRENCH SECTION AND REPAVING DETAILS t.llSCELLANEOUS APPURTENANCES VALVE AND TYPICAL CONNECTION DETAILS THRUST BLOCKS AND VALVE ANCHORS t.llSCELLANEOUS DETAILS STEEL PIPE DETAILS STEEL PIPE DETAILS CATHODIC PROTECTION DETAILS CATHODIC PROTECTION DETAILS 2" RECLAIMED WATER SERVICE 3" AND 4" RECLAlt.lED WATER SERVICE 6" AND B" RECLAIMED WATER SERVICE t.llSCELLANEOUS DETAILS SAHWC RECONNECTION OF FACILITIES SAHWC RECONNECTION Of FACILITIES CONNECTION DETAILS FOR SAHWC AND INTERTIE SAN DIEGO CREEK BRIDGE CROSSING PLAN HANGER DETAILS SAN DIEGO CREEK BRIDGE CROSSING DETAILS FUTURE BIRCH STREET IMPROVEt.lENTS BY OTHERS ------------------------------------ ~53 TRAFFIC CONTROL TRAFFIC CONTROL NOTES ANO INDEX SHEET 54 TRAFFIC CONTROL SE BRISTOL ST STA, 1+00 TO STA, 7+1B 55 TRAFFIC CONTROL SE BRISTOL ST STA. 7+1B TO STA, 16+B5 , 56 I TRAFFIC CONTROL SE BRISTOL ST STA, 20+B5 TO STA. 21 +30 ~57· TRAFFIC CONTROL SE BRISTOL ST STA, 23+BO TO STA, 24+40 ,1, 5B, TRAFFIC CONTROL SE BRISTOL ST STA, 24+40 TO STA, 24+70 &,59 TRAFFIC CONTROL SE BRISTOL ST STA, 21+30 TO STA, 32+05 I I 50 TRAFFIC CONTROL SE BRISTOL ST STA. 32+05 TO STA, 33+ 15 ¢,61· TRAFFIC CONTROL SE BRISTOL ST STA. 300+65 TO STA. 30B+OO 462• TRAFFIC CONTROL SE BRISTOL ST STA, 37+00 TO STA, 41 +00 63 TRAFFIC CONTROL SE BRISTOL ST AND BAYVIEW PL, 64 TRAFFIC CONTROL BAYVIEW PL. STA, 41 +00 TO STA. 51 +50 65 TRAFFIC CONTROL BAYVIEW PL. STA, 51 +45 TO STA, 55+27 66 TRAFFIC CONTROL BAYVIEW WY, ANO BAYVIEW PL, 67 TRAFFIC CONTROL BAYVIEW WY. BETWEEN BAYVIEW PL, AND JAt.lBOREE RD, 68 TRAFFIC CONTROL JAMBOREE RO. ANO BAYVIEW WY, 69 TRAFFIC CONTROL JAMBOREE RD, STA, 62+80 TO STA. 67+30 70 TRAFFIC CONTROL JAMBOREE RD, STA, 65+ 70 71 TRAFFIC CONTROL JAMBOREE RD, STA, 67+30 TO STA. 72+70 72 TRAFFIC CONTROL JAMBOREE RD STA. '12+50 TO STA, 82+65 73 TRAFFIC CONTROL JAMBOREE RD, AND UNIVERSITY DR, 74 TRAFFIC CONTROL JAMBOREE RD, AND EASTBLUfF DR, 75 TRAFFIC CONTROL EASTBLUff DR, AND t.lAR VISTA 76 TRAFFIC CONTROL EASTBLUfF DR, 77 TRAFFIC CONTROL JAMBOREE RD. AND EASTBLUFF DR, / FORD RD, -PHASE 1 78 TRAFFIC CONTROL JAMBOREE RD, ANO EASTBLUFF DR, / FORD RD, -PHASE 2 79 TRAFFIC CONTROL JAMBOREE RD, STA, 156+00 TO STA. 156+50 80 TRAFFIC CONTROL JAMBOREE RO, STA, 156+30 TO STA. 167+40 81 TRAFFIC CONTROL JAMBOREE RD. STA, 165+68 82 TRAFFIC CONTROL JAMBOREE RD, STA. 167+40 TO STA. 167+70 83 TRAFFIC CONTROL JAMBOREE RD, STA, 167+70 TO STA. 176+50 84 TRAFFIC CONTROL JAMBOREE RD, AND SAN JOAQUIN HILLS -PH, 1 85 TRAFFIC CONTROL JAMBOREE RD, AND SAN JOAQUIN HILLS -PH, 2 86 TRAFFIC CONTROL JAt.lBOREE RD, AND SAN JOAQUIN HILLS -PH, 3 87 TRAFFIC CONTROL JAMBOREE RD,· STA, 156+0D TO STA, 189+50 BB TRAFFIC CONTROL JAMBOREE RD, AND SANTA BARBARA DR, -PH. 1 89 TRAFFIC CONTROL SANTA BARBARA DR, AND JAMBOREE RD, -PH. 2 9D TRAFFIC CONTROL SANTA BARBARA STA, 192+BO TO STA, 197+00 91 TRAFFIC CONTROL VISTA DEL SOL AT EASTBLUff DR, 92 TRAFFIC CONTROL VISTA DEL SOL BETWEEN VISTA DEL ORO AND EASTBLUfF DR, 93 TRAFFIC CONTROL VISTA DEL SOL AND VISTA OEL ORO 94 TRAFFIC CONTROL VISTA DEL ORO STA. 237+00 TO STA. 2B5+BO 95 TRAFFIC CONTROL VISTA DEL ORO BETWEEN VISTA TRUCHA AND. VISTA DEL SOL 96 TRAFFIC CONTROL VISTA DEL ORO AT VISTA GRANDE 97 TRAFFIC CONTROL VISTA DEL ORO BETWEEN AVENIDA LARGO AND VISTA LAREDO 98 TRAFFIC CONTROL VISTA DEL ORO AT VISTA TRUCHA (STA, 232+00) 99 TRAFFIC CONTROL STORAGE AREA AT BAYVIEW WAY 100 TRAFFIC CONTROL STORAGE AREA AT VISTA DEL ORO RECORD DRAWINGS lh818 Rocartl enr.lngs hoYo -~-on lnlonnatlon aubmltted, In pw,, by oll,011. Whlil lllil 1-II -I<> bo ltlllllo,ASt.COnsuftlngEng1,-lanolflOllOl1llllltforiloll<WIOCt, "°''°' "'""1 oromltalonl-may.,_ boln ~IDlli ... llOd lntc lh818 planl • a mul, DIAL TOU. me aoo-m-,1u JJ:ll:t." \1111-llhllllll'IIIIQ/IIClOolllfl"'"• SHEET NO, ·'· I I / I Ii IL I. 2, 3, GENERAL NOTES THE CONTRACTOR SHALL HAVE A COPY OF THE PROJECT SPECIFICATIONS AND CONSTRUCTION PLANS ON THE JOB AT ALL TIMES, THE ORANGE COUNTY WATER DISTRICT FIELD REPRESENTATIVE SHALL BE NOTIFIED AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING CONSTRUCTION OR ANY REQUIRED OBSERVATION, CONTRACTOR SHALL OBTAIN PRIOR TO ANY CONSTRUCTION ACTMTIES WITHIN THE CITY AN ENCROACHMENT PERMIT FROM THE CITY OF NEWPORT BEACH DEPARTMENT OF PUBLIC WORKS AND SHALL COMPLY WITH ALL REQUIREMENTS OF SAID PERMIT, THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR COMPLYING WITH THE FINAL PAVEMENT REPLACEMENT REQUIREMENTS SPECIFIED BY THE CITY OF NEWPORT BEACH AND TO VERIFY, IF REQUIRED, THE EXISTENCE OF THE PRESENT SURFACE IMPROVEMENTS, SEE PROJECT SPECIFICATIONS, 4, THE CONTRACTOR SHALL REQUEST INSPECTION FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 48 HOURS IN ADVANCE OF PERFORMING ANY WORK AT 644-3011, 5, ALL INSTALLATIONS AND WORK AFFECTING ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY PROPERTIES, RIGHT-OF-WAY, OR FACILITIES SHALL CONFORM WITH THE STANDARD SPECIFICATIONS, STANDARD PLANS, AND WITH THE PROVISIONS OF THE CONSTRUCTION PERMIT GRANTED BY THE COUNTY'S PUBLIC PROPERTY PERMITS DMSION, THE CONTRACTOR SHALL MAINTAIN A COPY OF SAID PERMIT AND STAMPED PLANS ON THE JOB SITE, THE USE OF COUNTY PROPERTY AND CONFORMANCE WITH THE ABOVE SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY THE COUNTY'S DULY ASSIGNED INSPECTOR, THE ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY (EMA) INSPECTOR 17141 567•7800 SHALL BE NOTIFIED 72 HOURS PRIOR TO COMMENCEMENT OF ANY WORK AFFECTING COUNTY PROPERTIES OR FACILITIES IN ACCORDANCE WITH THE PERMIT PROVISIONS, ALSO NOTIFY COUNTY INSPECTOR ABOUT· PRECONSTRUCTION MEETING, • CON ACTOR SHALL ROTECT N A L EX STING ORA COUNTY FLOOD CONTROL DISTRICT CHANNELS AND/OR FACILITIES, B, ALL WORK WITHIN CALTRANS' RIGHT-OF-WAY SHALL CONFORM WITH THE STATE'S STANDARD SPECIFICATIONS, STANDARD PLANS, AND WITH THE SPECIAL PROVISIONS OF THE ENCROACHMENT PERMIT OBTAINED FROM THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION (CALTRANS), THE CONTRACTOR SHALL IAAINTAIN A COPY OF SAO PERMIT AND STAMPED PLANS ON THE JOB SITE AT ALL TIMES. 9. THE WALL AND FACE OF ALL EXCAVATIONS GREATER THAN FOUR (4) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM: SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS, TRENCHES OR EXCAVATIONS LESS THAN FOUR (4) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES THAT HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED, 10, THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NO, 9, ABOVE FROM CAL-OSHA, 11, AN ARCHEOLOGIST SHALL MONITOR ALL TRENCHING FROM THE INTERSECTION OF BAYVIEW PL, AND BAYVIEW WAY TO .THE. INTERSECTION OF BACKBAY DR, AND EASTBLUFF DR., ALONG VISTA DEL· ORO FROM VISTA GRANDE TO VISTA DEL PLAYA ANO ALONG JAMBOREE ROAD FROM SAN JOAQUIN HILLS TO SANTA. BARBARA. THE ARCHEOLOGIST IS EMPOWERED TO HALT OR REDUCE SUCH EXCAVATION IF BURIED DEPOSITS ARE FOUND, SEE PROJECT SPECIFICATIONS, 12, ALL TRENCHING AND EXCAVATIONS SHALL BE MONITORED BY A PALEONTOLOGISTS, IF MARINE DEPOSITS. (SEA SHELL, ETC,) ARE ENCOUNTERED, THE MONITOR SHOULD NOTIFY, OR, GEORGE KENNEDY AT (213)744-4369, WORK DOES NOT HAVE TO BE HALTED IF MARINE DEPOSITS ARE FOUND, IF 11£RTEBRATE FOSSILS (MARINE MAMMALS, FUANA, ETC,) ARE ENCOUNTERED, THE WORK SHALL BE HALTED AND THE MONITOR SHOULD NOTIFY THE NATURAL HISTORY MUSEUM OF ORANGE COUNrt (CAM WALLACE) AT (714)759~8577. CONSTRUCTION ACTMTIES SHALL NOT RESUME IN THE AREA CONTAINING FOSSIL REMAINS UNTIL AUTHORIZED BY. THE COUNTY MUSEUM, 13, CONTRACTOR SHALL MAINTAIN THE WORK AREA IN A NEAT, SAFE, CLEAN AND SANITARY CONDITION AT ALL TIMES ANO TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE AREA, STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH OUST •• AND OTHER NUISANCE BEING CONTROLLED AT ALL' TIMES, · THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION, CONTRACTOR SHALL HAVE A FUNCTIONAL STREET SWEEPER ANO WATER TRUCK AVAILABLE AT ALL TIMES DURING' CONSTRUCTION WORK HOURS, CONTRACTOR TO CLEAN STREET WITH WATER TRUCK ANO SWEEPER PRIOR TO ENO OF EACH WORK DAY, 14, CONSTRUCTION WORK HOURS SHALL BE 7:00 A,M, TO 5:00 P,M, MONDAY THROUGH FRIDAY, EXCLUDING HOLIDAYS, EXCEPT AS SPECIFIED WITHIN THE TRAFFIC CONTROL PLANS ANO/OR PROJECT SPECIFICATIONS, 17, 20, ALL P.C.C AND A.C. PAVEMENT REMOVALS SHALL BE OUTLINED TO NECESSARY WORKING LIMITS ANO SAWCUT PRIOR TO THE REMOVAL, ALL DEBRIS CREATED BY THE REMOVAL OPERATIONS SHALL BECOME THE PROPERTY OF THE CONTRACTOR ANO SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTIBLE TO ALL COGNIZANT AGENCIES. DESICN s.o.G. DRAv.N M,W.B. . --. -. -· CHECKED APP. T,L,E. DATE DEC. 1996 JOB NO. 1820,010 ORAYANG NO. 21. ALL EXISTING STREET LIGHTING INSTALLATIONS SHALL BE PROTECTED IN PLACE, DISRUPTED OR DAMAGED STREET LIGHTING SYSTEMS SHALL BE REPAIRED OR REPLACED TO THE CURRENT CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STANDARDS, DAMAGED STREET LIGHT CONDUIT OR CABLE SHALL BE REPLACED FROM POLE TO POLE, 22, ALL LANDSCAPING AND GRASS AREAS SHALL BE RESTORED TO ITS ORIGINAL CONDITION PER THE PROJECT SPECIFICATIONS, ALL IRRIGATION LINES, SPRINKLER, CONTROL WIRES AND CONTROL BOXES THAT ARE DAMAGED SHALL BE REPAIRED TO THE SATISFACTION OF THE DISTRICT ANO TO THE REGULATORY AGENCY PER THE PROJECT SPECIFICATIONS, 23, IN THE EVENT THAT EXISTING TRAFFIC STRIPING OR STENCILING IS OBLITERATED BY CONSTRUCTION, IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPLACE THE SAID STRIPING OR STENCILING TO THE SATISFACTION OF THE AGENCY HAVING JURISDICTION OVER THE STREET, ALL RESTRIPING WILL REQUIRE TWO COATS (TWO PASSES) AS A MINIMUM, 24, THE CONTRACTOR SHALL COOPERATE WITH CONTRACTORS PERFORMING OTHER CONSTRUCTION WORK IN THE ADJACENT AREAS AS NOTED IN THE PROJECT SPECIFICATIONS. 25, STATIONING REFERS TO CENTERLINE OF PIPELINE AND STREET STATIONING REFERS TO CENTERLINE OF STREET. 26, DISTANCES SHOWN IN PROFILE AND IN THE ESTIMATED OUANTITIES ARE HORIZONTAL DISTANCES. 27, RECLAIMED WATER MAINS SHALL HAVE A MINIMUM OF 48" COVER FROM FINISH SURFACE, CONTRACTOR SHALL PROVIDE CONCRETE ENCASEMENT FOR THE PROPOSED PIPELINE WHERE DEPTH OF COVER IS LESS THAN 36-INCHES, 28, IF THE CONTRACTOR SELECTS STEEL PIPE AS HIS PIPE MATERIAL, STEEL PIPE SHALL HAVE A MINIMUM WALL THICKNESS OF 1/4-INCH AND SHALL BE CEMENT MORTAR LINED AND COATED UNLESS CATHODIC PROTECTION IS. CALLED FOR ON THE PLANS, WHEN CATHODIC PROTECTION 15 CALLED FOR ON THE PLANS, THE CONTRACTOR SHALL PROVIDE A COAL TAR EPOXY OVERCOAT OVER CEMENT MORTAR COATING IN CONJUNCTION WITH THE SACRIFICIAL ANODES, 29, IF THE CONTRACTOR SELECTS DUCTILE IRON PIPE AS HIS PIPE MATERIAL, DUCTILE IRON PIPE SHALL BE CLASS 52, AS A MINIMUM AND SHALL HAVE POLYETHYLENE ENCASEMENT, ALL FITTINGS, FLANGES, VALVES, SLEEVES AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TW0(2) LAYERS OF POLYETHYLENE ENCASEMENT, IF CATHODIC PROTECTION IS CALLED FOR ON PLANS, SACRIFICAL ANODES WILL BE REQUIRED, 30, FOR BOTH DUCTILE IRON PIPE ANO STEEL PIPE (WHETHER CATHODIC PROTECTION IS REQUIRED OR NOT), ALL JOINTS SHALL BE BONDED AND TEST STATIONS WILL BE REQUIRED. 31, ALL 12-INCH DIAMETER ANO SMALLER P.V,C, PIPE SHALL BE CLASS 200, AWWA C-900 ANO ALL 16-INCH DIAMETER P,V,C, SHALL BE CLASS 235, AWWA C-905, 32, BOLTED CONNECTORS FABRICATED FROM, TYPE 316 STAINLESS STEEL SHALL HAVE THREADED PARTS COATED LIBERALLY WITH AN APPROVED ANTI-CEASE COMPOUND, . 33, FOR PORTIONS OF THE PIPELINE WHERE STEEL PIPE, IS PROPOSED TO BE USED, IT SHALL BE THE CONTRACTOR'S' RESPONSIBILITY-TO flELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES 'ANO SERVICE CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND LAYOUT SCHEDULES. SEE PROJECT SPECIFICATIONS. 34, FOR PORTIONS OF THE PIPELINE. WHERE 0,1,P. OR P,V,C, PIPE IS PROPOSED TO BE USED, IT SHALL BE THE· CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY 'THE LOCATION AND DEPTH OF.ALL,UTILITIES AND SERVICE CONNECTIONS'AT LEAST 1,300 FEET OR THREE WEEKS,, WHICHEVER; IS GREATER, IN ADVANCE OF CROSSING THE, UTILITY WITH NEW PIPELINE. OR JACKED CASING, SEE, PROJECT SPECIFICATIONS, • 35, WATER, GAS, ELECTRIC, , PHONE AND. CABLE TV SERVICES ARE .NOT SHOWN ON THE PLANS, THE CONTRACTOR . SHALL· FIELD VERIFY LOCATION OF ALL WET,, AND· DRY UTILITY SERVICES ANO PROTECT IN PLACE. SEWER SERVICES ARE SHOWN WHERE PLANS WERE AVAILABLE, HOWEVER, THE PLANS DO .NOT NECESSARILY REFLECT 'ALL OF THE SEWER SERVICES. THE CONTRACTOR SHALL FIELD·.VERIN LOCATION OF ALL SEWER SERVICES AND PROTECT IN PLACE, 36, TRAFFIC SIGNAL CONDUIT AND LOOPS ARE SHOWN ,ON THE PLANS WHERE DETAIL PLANS ARE AVAILABLE, HOWEVER,1THE PLANS DO NOT REFLECT ALL OF THE. TRAFFIC SIGNAL:: CONDUITS ANO LOOPS, THE CONTRACTOR, SHALL FIELD VERIFY LOCATION OF ALL•,TRAFFIC SIGNAL LOOPS AND CONDUITS AND PROTECT IN PLACE OR REPLACE PER SPECIFICATIONS, .. 37. ALL FLANGED PIPE JOINTS SHALL BE JOINED UTILIZING TYPE 316 STAINLESS STEEL NUTS, WASHERS ANO HEX-HEAD BOLTS, ' FLEX ANO TRANSITION COUPLINGS, USED· TO JOIN PIPE IN WATER MAIN CONSTRUCTION SHALL HAVE. ALL' THREADED PARTS AND JOINING HARDWARE FABRICATED FROM TYPE 316 STAINLESS STE.EL • PIPE HARNESS ASSEMBLIES_: VALVE AND FITTING RESTRAINTS ANO SHACKLE-CLAMP ASSEMBLIES SHALL BE JOINED UTILIZING TYPE~ 316 ,STAINLESS STEEL ALL-THREAD ROD, NUTS, BOLTS AND WASHERS, CLAMPS, SHACKLES AND .OTliER•HARDWARE SHALL BE DUCTILE IRON, BUT MUST, BE COATED LIBERALLY WITH CORROSION PROTECTIVE MASTIC COMPOUND, • 40, ALL FLANGED CONNECTIONS BURIED UNOERGROUN~ SHALL . BE COATED WITH TWO (2) COATS OF 10 MILS EACH OF .'.3M" E,C, 2.44.'0R APPROVED EQUAL AFTER INSTALLATION: INCLUDING NUTS, BOLTS, ANO FLANGES, 44 45 THE DESIGN PRESSURE FOR THE PROPOSED· PIPELINE ·15 150 PSI, THE TEST PRESSURE FOR THE HYDROSTATIC PRESSURE TEST SHALL'. BE 225 PSI, ALL RECLAIMED WATER PIPING, ATTACHED APPURTENANCES, AND CONNECTIONS, SHALL BE INSTALLED WITH· RECLAIMED. WATER;IOENTIFICATION TAPES, ANO/OR LABELS AS SPECIFIED IN ·T~E PROJECT SPECIFICATIONS, WHERE A RECLAIMED WATER LINE CROSSES UNDER AN EXISTING SEWER OR OVER AN EXISTING WATER LINE,. THERE SHALLI BE NO PIPE JOINTS ALLOWED IN THE RECLAIMED WATERLINES WITHIN 10± FEET OF. THE, CROSSING, • I CONTRACTOR SHALL VERIFY CONSTRUCTION PHASING OF TRAFFIC CONTROL PLANS PRIOR TO FINAL SUBMITTAL OF PIPE LAYING DIAGRAMS, • ';I LOCATION OF PROPOSED RECLAIMED! WATER SERVICE ARE APPROXIMATE, CONTRACTOR SHALL VERIFY LOCATION IN THE .FIELD ,WITH"THE CITY OF NEWPORT BEACH WATER SUPERINTENDANT PRIOR TO SUBMITTAL OF, SHOP DRAWINGS AND LAYOUT SCHEDULES FOR ·STEEL PIPE AND AT LEAST· 1300 FEET, OR THREE•WEEKS1IN ADVANCE OF PROPOSED LOCATION FOR 0,1,P, OR P.v.c. PIPE RECLAIMED WATER IAAINS. ' JOB SITE SAFETY BY ACCEPTING THIS CONTRACT, CONTRACTOR HEREBY RELEASES AND AGREES TO INDEMNIFY, DEFEND ANO HOLD HARMLESS OCY,ll, THE CITY OF NEWPORT BEACH, ASL CONSUL TING ENGINEERS, THEIR PARENT ANO SUBSIDIARY COMPANIES, AGENTS, EMPLOYEES, CONSULTANTS AND REPRESENTATIVES FOR ANY AND ALL DAMAGE TO PERSONS OR PROPERTY OR WRONGFUL DEATH REGARDLESS OF WHETHER OR NOT SUCH CLAIM, DAMAGE, LOSS OR EXPENSE IS CAUSED IN WHOLE OR IN PART BY THE NEGLIGENCE, ACTIVE OR PASSIVE, OF OCY,O, THE CITY OF NEWPORT BEACH, ASL CONSULTING ENGINEERS, THEIR PARENT OR SUBSIDIARY COMPANIES, AS WELL AS THEIR AGENTS AND EMPLOYEES EXCEPTING ONLY THE SOLE NEGLIGENCE OF OCY,O, THE CITY OF NEWPORT BEACH, ASL CONSUL TING. ENGINEERS, THEIR PARENT ANO • SUOSIDIARY COMPANIES AND THEIR AGENTS AND EMPLOYEES TO THE FULLEST EXTENT PERMITTED BY LAW, SUCH INDEMNIFICATION SHALL EXTEND TO ALL CLAIMS, DEMANDS, ACTIONS, OR LIABILITY FOR INJURIES, OEATH 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 01\1'1 COST, EXPENSE AND RISK EXCLUSIVE OF 'AND REGARDLESS OF ANY APPLICABLE INSURANCE POLICY OR POSITION TAKEN BY ANY INSURANCE COMPANY REGARDING COVER AGE. PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOl\tl ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOl\tl ON THIS PLAN, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOl\tl, AND ANY OTHER LINES OR STRUCTURES NOT SHOl\tl ON THESE PLANS, ANO IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THOSE LINES OR STRUCTURES. "CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD OCY,ll AND ASL CONSULTING ENGINEERS, ITS EMPLOYEES, OFFICERS, OR AGENTS, HARMLESS AGAINST ANY AND ALL CLAIMS BY ANY PARTIES ARISING FROM, OR RELATED TO, ANY AND ALL DAMAGES, INCLUDING LEGAL COSTS AND ATTORNEY'S FEES, RESULTING FROM INTERFERENCE WITH, INTERRUPTION OF, DAMAGE TO, OR ANY ANO ALL INJURIES WHICH RESULT FROM DAMAGE CAUSED TO SUBSURrAcE INSTALLATION AS DEFINED IN GOYfRNMENT CODE 4216,l(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." ABBREVIATIONS AB OR AGG AGGREGATE BASE ABO, ABAN OR ASANO ABANDONED UTILITY AC ASPHALT CONCRETE ACP ASBESTOS CEMENT PIPE AHO AHEAD ANCH ANCHORED AR AIR RELEASE (VALVE) ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AVE AVENUE AWG AMERICAN WIRE GAGE AWWA AMERICAN WATER WORKS ASSOCIATION BC BEGINNING OF CURVE BCR BEGINNING OF CURB RETURN BFV BUTTERFLY VALVE BFY BUTTERFLY BK BACK BLVD BOULEVARD 80 BLOW OFF BOT BOTTOM CATV CABLE TELEVISION ca CATCH BASIN CCP, CONCRETE CYLINDER PIPE CF CURB FACE CIP CAST IRON PIPE ~. CENTERLINE C'L CLASS CLR CLEARANCE CML' CEMENT MORTAR LINED CMLCSP CEMENT MORTAR LINED & COATED STEEL PIPE Ct.AP CORRUGATED METAL PIPE CMSD COSTA MESA SANITATION DISTRICT CNS CITY OF NEWPORT BEACH CP. CATHODIC PROTECTION CPLG COUPLING CO· CLEAN OUT CONC CONCRETE COND CONDUIT CONN CONNECTION CONST OR CONSTR CONSTRUCT CTS' CATHODIC TEST STATION OEFL DEFLECTION DET DETAIL DIA • DIAMETER DIP DUCTILE IRON PIPE DWG DRAWING E . EAST OR ELECTRICAL LINE EA EACH EC END OF CURVE EL OR ELEV ELEVATION ELEC ELECTRICAL ESMT EASEMENT EXIST EXISTING FH •• , FIRE HYDRANT FL OR FLG • FLANGE FO FIBER OPTIC (LINE) FOB FLAT ON BOTTOM FOT FLAT ON TOP FM FORCE MAIN FRWY FREEWAY FS FINISHED SURFACE G' GAS (LINE) HP HIGH PRESSURE IRR LBS LF LT MAX MH MIN MW MWD N NTS 0 ocwo 00 PCC PE Pl PL PO POC pp PRV PROP PT PVC PVMNT R RAD RCP RCPP RR RT RW RWGV R/W OR ROW s SAHWC SCE SCH OR SCHED SD SHT SPECS SQ 55 SST ST STA STD STL SWR T T, TEL OR TELE TEMP THK TS TYP V VCP VERT VPI w ~ WTR WW AGENCY INDEX CITY OF NEWPORT BEACH (UTILITIES) ORANGE COUNTY WATER DISTRICT ORANGE COUNTY TRANSPORTATION AUTHORITY DEPARTMENT OF INDUSTRIAL RELATIONS MINING ANO TUNNELING UNIT CALTRANS UNDERGROUND SERVICE ALERT SOUTHERN CALIFORNIA EDISON COMPANY SOUTHERN CALIFORNIA GAS COMPANY PACIFIC BELL COMCAST CABLE COX COMMUNICATIONS COSTA MESA SANITARY DISTRICT METROPOLITAN WATER DISTRICT OF S,C,. SANTA ANA HEIGHTS WATER COMPANY IRVINE RANCH WATER DISTRICT COUNTY SANllATION DISTRICTS OF O,C, IRRIGATION POUNDS LINEAR FEET LEFT MAXIMUM MANHOLE MINIMUM MANWAY METROPOLITAN WATER DISTRICT NORTH NOT TO SCALE OIL ORANGE COUNTY WATER OISTRICT OUTSIDE DIAMETER POINT OF COMPOUND CURVATURE POLYETHYLENE OR PLAIN END POINT OF INTERSECTION PLATE OR PLACE PUSH-ON POINT ON CURVE POWER POLE PRESSURE RELIEF VALVE PROPO~ED POINT POLYVINYL CHLORIDE PAVEMENT RADIUS RADIAL REINFORCED CONCRETE PIPE REINFORCED CONCRETE PRESSURE PIPE RAILROAD RIGHT RECLAIMED WATER (LINE) RESILIENT WEDGE GATE VALVE RIGHT OF WAY SANITARY SEWER OR SLOPE OR SOUTH SANTA ANA HEIGHTS WATER CO, SOUTHERN CALIFORNIA EDISON SCHEDULE STORM DRAIN (LINE) SHEET SPECIFICATIONS SQUARE SANITARY SEWER STAINLESS STEEL STREET STATION STANDARD STEEL SEWER TANGENT LENGTH TEI.EPHONE TEMPERARY THICK TRAFFIC SIGNAL TYPICAL VERTICAL OR VALVE VITRIFIED CLAY PIPE VERTICAL VERTICAL POINT OF INTERSECTION WATER (LINE) OR WEST WITH WEIGHT WATER WASTEWATER LINE (714) 644-3011 (714) 378-3200 (714) 265-4331 (81B) 901-5420 (714) 954-0529 (800) 422-4133 (714) 895-0246 (714) 634-3049 (714) 666-5718 (714) 285-2050 (714) 425-2009 (714) 631-1731 (714) 720-0427 (714) 545-1060 (714) 453-5300 (714) 962-2411 SHEET NO. PLANS PREPARED BY: ASL Consulting Engineers Ono Janner Streat, Suite 200 ORANGE COUNTY WATER DISTRICT 10600 ELLIS. AVENUE, FOUNTAti VALLEY, CA 92708 (714) 378•3200 .. GREEN'. ACRES PROJECT -PHASE 2 PIPELINE EXTENSION INTO NEWPORT BEACH GENERAL NOTES, ABBREVIATIONS 3 ! Irvine, Colllornlo 92718 (714) 727-7099 (714) 727-7097 (Fa,) CONTRACT .NO. GA'.-97-1 . . ~ . AND AGENCY INDEX OF l OF 100 SHEETS l '---...J~ )8( t ' GO 2· 9 I BENCH MARK LEGEND f STREET CENTERLINE PROPOSED PIPELINE CONTROL POINTS PROPOSED AIR & VACUUM RELEASE PROPOSED BLOW orr PROPOSED VALVE PROPOSED SERVICE METER & SIZE DESCRIBED BY ORANGE COUNTY SURVEY 1989 I AT THE NORTHEASTERLY CORNER or A 22 FT, BY 4 FT, CATCH BASIN, AT THE SOUTHEASTERLY PORTION or THE INTERSECTION or JAMBOREE ROAD AND CAMELBACK STREET IN THE CITY or NEWPORT BEACH, 58 FT, EAST or THE CENTERLINE OF JAMBOREE ROAD, 150 FT, SOUTH or THE CENTER- LINE or CAMELBACK STREET, 39 FT, or STREET STANDARD #3702, 4 FT, BEHIND. THE CURB FACE, 1 PT, l 2001 2002 2003 2004 2005 2006 2001 HORIZONTAL CONTROL COORDINATES SAHWC'S PIPELINE CALCULATED COORDINATES NORTHING EASTING DESC, 2186928,8229 6068709, 1244 BEGIN PIPE 2186631,9231 6069055, 1041 AP 2186622,0430 6069055,8581 AP 2186389,8888 6069326,3739 AP 2188330,8059 8089275,8972 AP 2186351,8678 6069251,2444 END PIPE PROPOSED 24" OCWD PIPELINE 2002 -\ -i-7 2003'-- \_ -A 2008 PROPOSED 12" SAHWC PIPELINE 200 STATION 300+00,00 304+55,00 304+64,90 308+22,22 309+00,00 309+18,00 HORIZONTAL CONTROL COORDINATES rlELD SURVEY DATA PT. • NORTHING • EASTING 114 2185755,2131 6070111,9897 115 2186060,2384 6070385, 7977 116 2184997 ,6861 6069696,0782 123 2182905,0270 6069633,9760 125 2182483,4515 6069017,4024 136 2178969,3331 6066682,8038 139 2178873,8070 6065783,6718 141 2177532,8015 6066940,7717 148 2175132,9501 6065210,3252 156 2173553,7929 6065380,8328 170 2178595,7342 6085167,2826 172 2178778,3285 6064434,7748 175 2180185,6677 6064550,2820 178 2179903,6880 6065952,8866 ----------- HQRIZONTAL CONTROL . . ' HORIZONTAL CONTROL COORDINATES PIPELINE CALCULATED COORDINATES OESC. PT. I NORTHING EASTING DESC, STATION AT-10 AT-29 AT-11 AT-13 AT-55 AT-17 AT-25 AT-19 AT-22 AT-38 AT-48 AT-26 AT-27 AT-28 1001 2188991,6028 8086408,8407 BEGIN PIPE 1+00.00 1008 2187898, 7541 8087901,8326 AP 20+81.26 1009 2187659,5698 6067869,9214 AP 21+30.26 1012 2186398,4765 6069354,7548 AP 40+82,48 1018 2185017, 1302 8069018,0104 EC/BC/STN EO 55+86,58 )BKb • 55+72,81 AH ) 1020 2184972,0371 6069662,5653 AP 62+33,86 1027 2182901,9333 6069570,8682 AP/STN EO 83+48,31 )BKb • 83+38,31 AH ) 1044 2177055,5562 6067045,0614 AP/STN EO 156+34.80 BK • 155+92.11 AHO 1053 2174332,9500 6065019,3647 AP 190+38.64 1066 2173801,5977 6065381,7385 END PIPE 197+00,00 1102 2180349,9130 6066420,6255 BEGIN 290+00,00 1101 218011 ◄,9084 6066907,0879 END 295+40,25 1111 2180878,7786 6066379,9337 BEGIN~BC 232+15,00 1119 2180270,5037 6064831,5880 END~ C 256+70,00 1120 2178864,8375 :gg:~;~:~!!~ BEG N/BC 260+65.00 1130 2178954,6914 END 286+11,39 SANTA BARBARA RECORD DRAWINGS BASIS OF BEARING 111U50 Rooord Dnlwlno, haw boon l)IIIIJllld baled •ubmlaod, In pmt, .., -. -_ OIi U01oallui1 ..-_A&I. "' "'-••~llbel•••<tloh1 norlot-~==•1¥:.. lllpOllllt)lllotlla RCC,lrU.."'I 111088 pllnu,u IWIUII. 111111 boan ln0o!po1111od Into THE SURVEY WAS TIED TO 15 MONUMENTS or THE ORANGE COUNTY SURVEYOR'S GPS • NETWORK, THE POSITIONS PUBLISHED BY THE ORANGE COUNTY SURVEYOR'S OFFICE 7/1/95 WERE HELD AS FIXED CONTROL TO CONTROL THIS SURVEY. THESE POSITIONS ARE BASED ON THE NORTH AMERICAN DATUM or 1983 (NAD83), 1991,35 EPOCH, g "' ,., 1 _-:_-+T -----+.,._-------------------------------11--_-_..--otsiai.-r---ilAIE-r----------,-~~--,.-a-R-'.A""'."'N_G_1:_c_o_u_'N_T_Y_w.,..· _:A_Ti,,_E_'R_D_ts_r._'R_i_c_T_---:::;:,-:~-,-P-1P_E_L1-NE_E_x_TE_N_s-,o-N-1N_T_o_N_E_w_P_o_R_T_B_E_A_cH__,.--::sH'.'.:':EE::-:T N':':"0_--1; , DtSIOI< DAit 5.0,G, OEC, 1996 PLANS PREPARED BY: DRAll!l J08 NO, M,W,B. 1820,010 CHECKED DRA'MNG NO. REV, DATE DESCRIPTION APP, T,L,E, ASL Consulting Engineers .; Ono Jenner Slrool, Sullo 200 Irvine, California 92718 * (714 727-7099 (714 727-7097 (Fox) 10600 ELLIS AVENUE, FOUNTAIN VALLEY,'0A·e21os·· (714) 378-3200 ' ' ' GREEN·ACRES PROJECT -PHASE 2 CONTrRACT NO. GA~97-1 HORIZONTAL CONTROL, BENCH MARK 4 I AND BASIS OF BEARING :;: or , or 100 SHEETS f ,__ __ _,. I, -------- --°""""OB ~ lnl,OIIII, i,, ollle .-. A&I.CO!lountng norlcr-oromllolol8 U..piaal••- BEGIN CONSTRUCTION -ST, STA. 316+85.54 CONNECT TO EXIST, 36' ffi R,W, MAIN PER DETAIL @ SCALE . HOR1Z\:'1•-40• VERT 1'•4' - - - - - -.. ·'· J Bi ID ~ ::i "' z "' C!J u. Z 0 I ~ □ w :c (/) I I I i • I • I I i a ~ • SCALE. HORIZ ·1•,.40•. VERT 1'•4' NOT£S TO CONTRACTOR: 1, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINITY OF THE EXISTING 16-INCH HIGH PRESSURE GAS PIPELINE, A REPRESENTATIVE OF THE OWNER OF THE FACILITY MUST OBSERVE Afff EXCAVATION AROUND OR NEAR THIS PIPELINE, NO MECHANICAL EQUIPMENT. WILL BE PERMITTED TO OPERATE WITHIN THREE (3) FEET OF THIS PIPELINE; AND Afff CLOSER WORK MUST BE DONE.BY.HAND, ARRANGEMENTS FOR STANDBY INSPECTION CAN BE MADE BY CALLING (213) 6B9-56B6, FORTY-'EIGHT /48) HOURS PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN· WORKING. IN THE VICINITY OF THE EXISTING 36-INCH WATER AND 42-INCH WATER LINES. THESE WATER LINES AR MAJOR SOURCES OF WAT£R FOR TWO SEPARATE • LARGE . SERVICE AREAS AND CAN NOT BE TAKEN OUT OF SERVICE. SEE PROJECT SPECIFICATIONS FOR SPECIAL REQUIREMENTS. -- - ---0 40 .. 0 " ' I ·-· ,. L----'~ 22 w I I I I ! I I 23 PROTECT IN PLACE EXIST, AIR/YAC , ASSEMBLY (MC\\ll) Ol:SICN , 5,0,G, ORAv.N --M,W,B,- CHECKED APP, T,L,E. 24 CYPREss::csr. I ' , ' • •: • : .. ;,'_~:s;<:.:~; ,•~:.,·~·:,', ·,.,"~Q\;~'..;j1;;_.;.•(C},i/.~: :,_};, ';<.i; ;:,; .,;;:_:-:-~, OA'IE PLANS PREPARED BY: DEC, 1996 J0II NO, ASL Co11sLllting. Engineers 1B20,010 Ono Jenner Stroot,.· Suite 200 ORA'MNO NO. lrAno, Collfomlo 92718 714 727-7099 714 727-7097 Fok SCALE HORIZ 1'•40' • VERT 1•,;4, SEE SHEET148 FOR. NEW' CONNECTIONS TO EXIST. 12', SAHWC WATER MAIN ------0 1--,_~:.~QBAWINGS _ _., .. .!.,.!.~.!!!!'fllllMllllllood on lrdolliilbi ' -·-, _.,, __ .,,,,,allcn ls bollOYOd"' be fllllalleo;Atl''cm:-., J 11fllOIA1111>0nS1bloJorl1aea:ura~ not'forafflllllor ..... M!loonlncolpo,n!Ddln1D ', ihoso pin au 111'1111." , • •• ~ _J I ,, 22 23 PROTECT IN PLACE EXIST. AJR/VAC ASSEMBLY (MCWD) i£ ST. X--x·-· -.x~k...........,_._x------......... 26 27 SEE SHEET '4-6 FOR EXIST. 8" ACP WATER WJN WILL l◄EEB 1'0 NEW CONNEC PROTECT IN PLACE EXIST. FACILITIES 30 31 ·: .. _·. ;;~ • x __ ·, ·,_-___ C_:::;r~--~c;........__._.==□-=-~"'~~~.= ... =.~x~~CCC=,c_:;:_~:i/~~t-l-N-MCL~C~~=D~t:::G~6="~AJ=R==VE::N=-.~=~=~-=--= .. ====.====~-;~.:@§)~-~--~~=-~&~:~==~~~-·:·:··:~~J~--~------~ i ~ --------------------~--·.',··~··__,_· ~· _· _· _;::__ ." ~--.-x-. -•• -. ~"~'X-·-.·-x C') Z ~~=~~~~~.~~~~~~~~~~--~~~~--~~~~~~~--~~--~~--~~=~~=~~~~~~~~~~~~~~~igi "' EXIST. 8" ACP WATER MAIN '1111:: PROPOSED 24"PI PELINE (SAHWC) 1'0 BE RElo!0>,£0 ..c CYPRESS ST. ,1,NB BISPOSEB. & " . BRISTOL STREET (SOUTH) iiiiiiii-1 40 IIO RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, In, part, by others. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into 1----,----,..-----------------,,----.,..-,.,,=.,.......,.--.,,.,.,,...--.--------------------...---..,,,,=,---..---------------------------------=-,-----r-----------t-he_s_•_Pl_an_s_a_s_o_r•_•_u_lt_. ----------.--------1 ~ 0£S,GN DATE S.O.G. DEC. 1996 DRA"" J06 NO. 4 JUNE.98 "RECORD DRAWINGS" M.W.B. 1820.010 1 MAR .. 97 REVISIONS PER COUNlY OF ORANGE CHECKED DRA'MNG NO. REV. DATE DESCRIPTION APP. T.L.E. PLANS PREPARED BY: ASL Consulting Engineers One Jenner Street, Suite 200 Irvine, California 92718 (714) 727-7099 (714) 727-7097 (Fax) ORANGE COUNTY WATER DISTRICT 10l500 a.LJS AVEH.E_ FOUNT~ VALLEY. CA 92708 (714) 983-5881 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 SHEET NO. ~) PIPELINE EXTENSION INTO NEWPORT BEACH ii' .I. '.? PLAN AND PROFILE 7 ; y '§ ~ 1'.r,;}'"i~ DI~\'~ STA. 22+00.00 TO STA. 31+00.00 103 :" '°" or ,~ OF SHEETS -;; === 31 RELEASE 'VALVE PER DETAIL@ 32 33 34 _.,........,-~,..~,~--.~-~~ . ' ' SE€ SHEET 46 .it·4;iFOR NEW CONNECTIONS TO EXIST, 12" SAHWC WATER MAIN' DRAl'IN .... -M,W,B, • · J08 ND, 1820.010 SCALE HORIZ '.:1"•40' VERT1'a4' SEE SHEET 32 FOR CONSTRUCTION OF 12" SAHWC WATER MAIN (;, ST, STA. 355+93,36 BRISTOL• ST. STA. 400+00.00 BAYVIEW PL. NOTES TO CONTRACTOR -NEW SEWER MANHOLE 1, CONTRACTOR SHALL CONSTRUCT NEW MANHOLE 25':I: FROM THE EXISTING MANHOLE PRIOR TO CONSTRUCTION OF PIPE FROM STA 36+80 TO STA 38+00, 2, SEWER MANHOLE SHALL BE CONSTRUCTED PER COSTA MESA SANITARY DISTRICT (CMSD) STD DWG NO, S-100, ------0 40 "" I I ,-,. ·'· 31 32 33 34 ,,,_ ,_,•··: ... ' .. ""·---·· ------"· - -----. 'ITT( Of 0~~:!i • 35 ______ .. ;;,--'f-~-' • 0 ... • 35j -----x~-x· ·x __ . _:__· -----v,---. U"J --~~:~.~~---· :1J~M-~ -~A~-~A~~-~ -~i, & .... 36+5 STA 36 I 6 INSTALL BL PER DETNL 36 37 38 39 40 41 SEE SHEET 32 FOR CONSTRUCTION Of 12" SN-fWC WATER MAIN NOTES TO CONTRACTOR -NEW SEWER MANHOLE 1. CONTRACTOR SHALL CONSTRUCT NEW MANHOLE 25'± FROM THE EXISTING MANHOLE PRIOR TO CONSTRUCTION Of PIPE FROM STA 36+80 TO STA 38+00. 2. SEWER MANHOLE SHALL BE CONSTRUCTED PER COSTA MESA SANITARY DISTRICT (CMSD) STD DWG NO. 5-100. 3. MANHOLE INVERT SHALL MATCH INVERT Of EXIST SEWER PIPE 4. CONTRACTOR SHALL REMO\/£ AND DISPOSE EXIST MANHOLE AND INTERFERING PORTIONS Of EXIST SEWER PIPE AFTER COMPLETION Of THE NEW MANHOLE. .;;;. .. RECORD DRAWINGS 80 These Record Drawings hove been prepared bosed on information 0 submitted, In, port, by others. While this information is believed to be v reliable, ASL Consulting Engineers is not responsible for its occurocy, nor for errors or omissions which may hove been incorporated into these plans as o result. ~ l---..---...-----------------.---....,--,=,,,,_--,.--...,.,=--"T'"-------------------..---==----,r--------------------------------~-,,.c~E~1&,~--t-----------------------------..---SH-E_E_T_N_O-.--t '.;' <?!!A~f£ f!!r'!/!LrCA ~ A TEf!, l!!.!TR,cr ~t~~,t~ PIPELINE EXTENSION INTO NEWPORT BEACH I DESIGN DSTE PLANS PREPARED BY: S.O.G. DEC. 1996 GREEN ACRES PROJECT -PHASE 2 y ~ ~ ~\.i' PLAN AND PROFILE 8 ;; -;p "':'(tii, ~ ... ~ STA 31 00 00 TO STA 41 50 00 "' CONTRACT NO. GA-97-t ~,,,,,,: :~ .. w · + -· + · Of 103 SHEETS ; °"'"" "'8NO. ASL Consulting Engineers 4 JUNE,98 "RECORD DRAWINGS" M.W.B. 1820.010 One Jenner Strff:t. Suite 200 1 MAR.,97 REVISIONS PER COUNTY OF ORANGE Oi£Cl(E0 DRAWING NO. lrvtne, Colifornio 92718 (714) 727-7099 REV. DATE DESCRIPTION APP. T.L.E. 714) 727-7097 fax) ._ __ _,, I Z ~ I!' 1 ! :: ! ~ !l &l • i ' C!lz OLL i ; • i ~ I II □ !l! ~ 1---cn-~ I_ LI~ 42 43 44 45 TEST STATION PER DETAIL ffi CllY OF NEWPORT BEACH ~ 46 47 SCALE I-IORIZ ·, 1'•40' VERT'1'a4' 48 CURVE DATA • R • L , 960,00 , .757.68'' --... _. -·------·-·-· - - 50 51 52 - - - - - - "" 80 0 .. ), 42 S 40"JO'J1" W .,-~·~.:~-~--. --- •-x--x . . PROPOSED PRESSURE REDUONG STATION (SEE SHEET NO. 32) 43 44 45 CITY OF NEWPORT BEACH 47 S 29'44'20" W 21.7.4' STA. 47+06.94 BC = ST. STA 406+36.00 POC N 71'30'40"W RAO ~ LT. 11·1s·oo· 48 BAYVIEW PLACE ,~, + "' ' "'£ • ~~--·· ··-~*· 49 R 960.00 942.00 946.00 50 PROPOSED 24" PIPELINE CURVE DATA L T 757.68' 4513'15" 384.29' 340.70' 20·43•21" 172.23' 383.07' 2312'04" 194.20' 00 RECORD DRAWINGS These Record Drawings have been prepared based on information '.? submitted, In, port, by others. While this information is believed to be ..., reliable, ASL Consulting Engineers is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a resutt. ~ l------------------------,---.,--:::e=~-r---::-:,~--r--------------------T--::::==::::---r-------------------------------::;;cr;;;:---,------------------------------T--::SH~E;nr";:N;;:o:-. -1 ~ ORANGE COUNTY WATER DISTRICT PIPELINE EXTENSION INTO NEWPORT BEACH ; D£SGN DATE PLANS PREPARED BY: S.O.G. DEC. 1996 Jl500 B.lJS A\JEN.E, FOl.trT~ VAU.EY, CA 82708 (714) 883-15U1 9 ° GREEN ACRES PROJECT -PHASE 2 7 ,._'! PLAN AND PROFILE I CONTRACT NO. GA-97-1 STA. 41+50.00 TO STA. 52+50.00 Of 103 SHEETS/ ~::'..:..J....;~L--___!;~~!:!..----.!..~...l,,_...:...::....-L--.J...a~~~.:;:.i.._-----L--...;::::m::::::;_--L _________________ _._ __________________ z DRAWN JOB NO. ASL Consulting Engineers M.W.B. 1820.010 One Jenner Street, Suite 200 "RECORD DRAWINGS" Oi[c,(£0 DRA'MNG NO. Irvine, Callfomla 92718 4 JUNE.98 (7H) 727-7099 REV. DATE DESCRIPTION APP. T.L.E. (714) 727-7097 (Fax) I £> :z: Lil BAYVIEW PLACE SCALE HORIZ : 1'•40' VERT 1'ii4' •• t ST. STA. 414+88.31 EC BAYVIEW PL - t ST. STA. 434+52. 78 POC (BAYVIEW WY) BAYVIEW PLACE STATION EQUATION STA. 55+86.58 EC BK -STA. 55+72.81 BC D = ST. STA. 415+23.00 BAYVIEW PL ST. STA. 434+62.83 BAYVIEW WY '1 LT. 95'46 22 N7!f24'03"W RAD (BAYVIEW PL) N17'37'47"W RAD (BAYVIEW WY.) BAYVEW WAY 4 CURVE DATA R L 2700.00 289.85' 900.00 698.11' 1599.94' 1312.24' 2686.00' 322.86 864.00' 1626.94' ,.' I '\ ./ -\ ': ) D ~ C, MATCH Lt£ ST A. 62+50.00 SEE stEET NO. 11 liiiiiiil 0 RECORD DRAWINGS <10 These Record Drawings hove been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as o result. 0 3c 0 1-----------------------------------------------------------------------------------------.------------------------------------~8 DESHlN DATT' S.O.G. DEC. 1996 DRAWN ..k)B NO. M.W.B. 1820.010 4 JUNE,98 "RECORD DRAWINGS" CHECKED ORA'MNG NO. REY. DATE DESCRIPTION APP. T.L.E. PLANS PREPARED BY: ASL Consulting Engineers One Jenner Street, Suite 200 Irvine, California 92718 (714) 727-7099 714 727-7097 Fox ORANGE COUNTY WATER DISTRICT 10600 a.us AVEN.E, FOlfflAll VAU.EY, CA 92708 (714) 963-51161 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 SHEET NO. CL. 0 +~ PIPELINE EXTENSION INTO NEWPORT BEACH ! 10 / .,.,, &:$ PLAN AND PROFILE J "t,;?"11 DI~('~ STA. 52+50.00 TO STA. 62+50.00 ~,ON Of ,~ OF 103 SHEETS z I -L. ll ==== ==== DESCRIPTION APP, D£SION • S,O,G, DRAl'IN M,W,B, • .. ·CHECKm T,L,E, DAlE . DEC, 1996 JOB NO. 1820,010 DRA\1!1ND NO. PLANS PREPARED BY: ASL Consulting Engineers One Jenner. Street, Suite 200 Irvine, Callfomla 92718 71-~ 727-7099 714 727-7097 (FaK HORIZ 1'•4 • VERT 1'=4' 68 ORANGE .·COUNT,Y WATER diisrRICT . ' ' ' ' ' . 10500 El.US AVF.IU:, FOIM'Att VALi.EV, CA 82708 • GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 73 £>Zi 1"=40' • NOTES TO CONTRACTOR: 1, ALL EXPOSED PIPE SHALL BE: PAINTED PER THE PROJECT SPECIRCATIONS (NO CMC) ANAL COLOR OF PIPE \\1LL BE SELECTED BY CNB W/ APPROVAL BY THE OISlRICT, RECLAIMED WATER WARNING DECAL \\1LL BE REQUIRED, 2, ALL WORK FOR THE INSTALLATION OF THE BRIDGE CROSSING, SHALL BE DONE FROM JAMBOREE ROAD (BRIDGE), THE CONlRACTOR \\1LL NOT BE ALLOWED TO DO ANY WORK \\1THIN SAN DIEGO CREEK OR BENEA'IH 'IHE BRIDGE EXCEPT AT THE ABUTMENTS, - - - -- - "° 80 RE00Ro DRAWINGS 'ft\'Nllloald~._llllnPIIPllldbleed111---., .:.:,_.z_111,-,.1,J011111.W1111DWl ........ 11,be1Md111be • ·---aa...a--.1111111~tr .. ......,, ---................... ....,llm!,oiillidM, 0 "--•·-" PIPELINE EXTENSION INTO NEWPORT BEACH PLAN AND PROFILE STA. 62+50.00 TO STA. 73+00.00 OF SHEET NO, 11 100 SHEETS ~ ,. Cl ,.: 0 n. ;;- 0 5 / 0 N OJ ;;- z L---..J< 73 74 lli m ::i: rn ::i z u. C!l 0 z N i .. Iii w 0 :c en I Ii 1_ii I 75 DAlE DEC, 1996 76 77 l' SCALE. HORIZ J'.•40' VERT 1•,;4• 78 79 80 • :ifiB'AWGE COIJNTY WATER DISTRICT ,,;'icieoo ELUS'AVENUE, FOUNTAIN VALLEY, CA 82708 (714) 863•6661 ·.GREEN:ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 81 CURVE DATA R L • 2000,00' 512.74' 5 1952.00 500.44' 1'',. 40' I:,, T 14'41'20" 257.78' 14'41 '20" 251.60' ------D •• . REOORD DRAWINGS ,..AIOoldllllllilaalllllllllin' •• ' blledon lmnnatton .... ::-lifCllll&Wlllla=-... 1.bolovedlobe • ~--IIIIIIIIIIPOtlllbleforlloaocurocy, ftDIW-• I I /!Mlffll111Mllllllll'IDDfPOmled 1n1o ............ SHEET NO, PIPELINE EXTENSION INTO NEWPORT BEACH PLAN AND PROFILE 12 STA. 73+00.00 TO STA. 81 +00.00 OF 100 SHEETS " " q ., 0 0. ~ 0 ~ 0 "' ., ;;;, ii I ffi ID ~~ z u: C!l 0 z 0: i~ 0~ 0. 81 82 83 84 ffi ID ::E :i "' z "' C!l u. z 0 i "' .... l:i:i 0 w :c en SCALE' • HORiz': 1'•40' • VERT 1'•4' 86 87 PROPOSED 24'' PIPELINE r, - - -- - -D .. •• ~ I _J ,' .__ __ ..,I~ § ------ === 91 92 93 94 --,, J ,. .. .. CURVE DATA R L A T 800,00 504,95'. ·• 36'09'52~ 261;21' 800,00, 515,40'. 36'54'.46~· 267,00'. 1800.00' 309:24'· • • 9'50'36"> · '154:73: • 792.00'' 8oa:oo' 1aoa:oo· .... 95 SCALE HORIZ 1'•40' VERT 1'•4' 97 98 102 i---)(---)( - - -- - - D •• I _J ,__ __ _,, J 'I I 102 ., REV, DATE DESCRIPTION 103 DESIDH S;O;G, DRAI\II M,W,B, CHECKm APP, T,L,E. 104 105 DAlE OEC, 1996 • PLANS PREPARED BY: JD8 NO. ASL Consulting . Engineers 1B20,010 Ono Jonnor Stroot, Suite 200 DRA'MNO NO. lrvlno, Collfomla 9271 B 714 727-7099 714 727-7097 rax 106 .SCALE HORIZ: 1'1140' VERT1"114'. 107 108 J 9 CURVE DATA R L I:, T 1800.00 309.24' 9'50'36" 154.73' 1200,00 378.74' 18'05'00" 190.96' 1808,00' 310.61' 9'50'36" 155,69' 1192.00 376.21' 18'05'00" 189.68' ------0 40 80 RE<X>RD DRAWINGS ... 'llwAIOaldllilllMCialllllllbllll...-,lllledcnlllb,, .. , ~ IIIPlll,l,J-WlillllllllW..-1111111MdlOlit ,_MLOnull!VEllglnoe,allnot,IIPO, ..... toill-, •lir-arao • • , • ..-..,._.._~lrm ' ~ ............. L,__....JI~ 111 112 DRAYIN M,W.8. -.......... JOB.HD, 1820,010 113 114 115 SCALE HORIZi1'•40' VERT 1'a4' ------0 .. •• . DRAWINGS .;.=:-', •• t~~ llllltliiii .aUolorlll lCIIIIIIC)', llltt 1111111 IU iijMli,1 'nlD ;j' i '---....J'~ ==== ~ ~--= --------- §_ 121 122 123 125 126 SCALE HORIZ •· 1'•40' VERT 1'-4' 127 128 129 130 131 CURVE DATA R L t,. 1415.00 953.84' I 38'37'21" 1423,00' 959.23' 38'37'21" 132 TEST STATION PER OETAIL ffi ~ T 495.84' - --498,64' - --0 ◄D 80 r-7--T-------------r--riiEsiiiw",-""'ii'm"-,r---"""'."---------...;......;......;...,----:::::#::~----,-~~---"""'."---"""'.""""'.""""'."-"""'.""""'." ________ """'.""""'."------.::;::;-<o:'.'--,------------------------,---::=:-:".".:---I~ f'i!JRA'NGE . COUNTY WATER DJS,TRICT PIPELINE EXTENSION INTO NEWPORT BEACH SHEET NO. ~ DESCH DATE PLANS PREPARED BY: ·• 105001ELLIS. AVENUE, FOUNTAN VALLEY, CA 9270B (714) 9B3•5B81 ~ GREEN ACRES PROJECT -PHASE 2 PLAN AND PROFILE 17 I i...:.:.::..:.:.J....:::;:.:.::...i. ___ ~~~---~~--..J....---L....l.!;~~~~-------L..J.;.:.:::::i=~___JLC:..:Q...:..H.:....:T...:..'R.:....::A...:..C...:..T....:N_O._._G:...:.A..:...-...:..9..:..7-_1 _________ ~_-P.,a:l':.;~"'.:.~ _ _.__s_T_A_. _1_2_1_+_0_0_.o_o __ r_o_s_T_A_._13_2_+_0_0_._oo _ __!!!,OF_1:::0:.:::0..:s::::HEE:.!!ITS ! S,O,G, DEC, 1996 DRAI\II JOB NO, ASL Consulting. Engineers M,W,8, 1820,010 Ono Jonnor Stroot, Sulto 200 WINa~I: :.. • •• C11ECl<E0 ·-.... DRAMNQ HO, Irvine, Collfomla 92718 T.L.E: •• 714 727-7099 DESCRIPTION APP, 714 727-7097 Fax i \ ,• I I ( 132 133 134 DRA\\N M,W,B, 135 136 -1--- SCALE HORIZ 1'•40' VERT 1'"4' 137 138 139 140 141 142 143 I; ST, STA. 529+06,09 ---· CURVE DATA R L I:, T 1415.00' 953.84' • 38'37'21" 495.84' 1423.00' 959.23' 38'37'21" 498.64 - - - - - - 0 .. .. 1-----'~ I ~~~ --- 143 144 145 DESIGN S,O,G. DRA\1!11 M.W.B. ·----····--• cttECKm REV, APP, T.L.E. 146 147 DATE DEC, 1996 PLANS PREPARED BY: JOB NO. ASL Consulting 1820.010 Ono Jenner. Stroot, Suite • 200 DRANND NO. Irvine, Callfomla 92718 714 727-7099 714 727:..7097 Fax 148 Engineers HORIZ 1••40' VERT 1"=4' 149 ------0 •• •• . CURVE DATA R L fl T 1706.00 436,91' 14'40'25" 219,66 1226,16' 32.61' 1'31'25" 16.31' 1229.00' 511.42' 23'50'33" 259,47' 1698.00' 434.86' 14'40'25" 218.63' 1241.16' 575.95' 26'35'15" 291.31' 1184.00' 492.70' 23'50'33" 249,97' NOTES TO CONlRACTOR: 1, THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN THE VICINllY OF THE EXISTING 8-INCH HIGH PRESSURE AND THE 16-INCH HIGH PRESSURE,GAS PIPELINES, A REPRESENTATIVE· OF THE· OWNER OF · THE FACILITIES MUST OBSERVE ANY EXCAVATION AROUND· OR NEAR THESE. PIPELINES, NO MECHANICAL. EQUIPMENT WILL. BE PERMITTED TO OPERATE WITHIN THREE (3) FEET OF THESE PIPELINES, AND Afff. CLOSER WORK MUST· BE DONE BY HAND, ARRANGEMENTS FOR STANDBY INSPECTION CAN BE MADE BY CALLING (213) 689-5666, FORTY-EIGHT (48) .HOURS PRIOA TO THE START OF CONSTRUCTION, 155 SCALE HORIZ, 1'•40' VERT j•ii4•· 156(BK) ·· 156~AHD) -·--======== --====-== =--·•=- --·-- --0 40 •• • .J 161 162 Lim 163 DRA\\ll • M,W,B, 164 165 166· ·.·.SCALE HC>RIZ '1"•40' . 1§1':ll.§ ··• VERT .1•;;4•· • .• 167 168 169 170 171 '---PROPOSED 16" PIPELINE --------------·------===- CURVE DATA R L t:,. T 1229,00 511.42' 23'50'33" 259,47' . " 1184.00 492.70' 23'50'33" 249.97' 6016,00 1698,59' 16'10'38" 851,80' - - -- - -0 •• REGGRDDRAWJNGS . ..... • . ,,, ... , ... , .. ,, ........ . --~~ ... PW]t:lr~:~. ,_, 8IQIIN911ROIM; er tlllwlllllXIUIIICJ, lllrllr-OI'~,_._,.,..,... .. ii Msdlial o ........... ~ DRA\l,N M.W.B. JOB NO. 1820,010 - --- - -"' .__ _ ___,,~ 182 183 184 185', 186 D£$10N. DAlE PLANS PREPARED BY: ·S,O.G. DEC, 1996 DRA'IIII JOB NO, ASL Consulting Enginee;rs M,W.B. 1820,010 Ono, Jenner Stroot, Sulto 200 -·QiECKEO DRAV!lNO NO. lrvlno, Calllomla 92718 APP. T.LE, 714 727"'.7099 ... 714 727-7097 f'ax 187. · SCAlc . HORIZ :1•-40• VERT 1'ii4' 188 PROPOSED 16" PIPELINE 189 190 SANTA 191 BARBARA ------·----=-=== -----·-·------- 192 l~STALL 4-WIRE CASING TEST STATION PER DETAIL ffi ~ CURVE DATA T " Q 6016.00' 1698.59' 16'10'38" 851.80' - - ----0 ..,, 80 . RECORD DRAWltm ,_ Amil lllllliai ....... ' ' . ' lldllllllld,tnper1,bJ01111a.W111t&»:'i.~'"""°'-11*'"eo"";;, . nilellle,ASL~EIV!NIIIIIOll'Nl'OflOtiltorlll-. IIOftof'lffl)l'IO,Oftlllelorll ........ s, ff HNI> I Pi IIIOIOIJlllll ■a..... • • D£SIOO DAlE S,0,G. DEC. 1996 DRA\\ll JOB NO, M.W.B, 1820,010 QiECKm DRA\',IHO NO. REV. DATE DESCRIPTION APP. T.L.E. PLANS PREPARED BY: ASL Consulting Engineers One Jenner Stroot, Sult• 200 Irvine, Collfomla 92718 714 727-7099 714 727-7097 Fax SCALE HORIZ 1'•40' VERT·1'•4' ·ORA'NGE. COUNTY WATER DISTRICT 10eDO ELLIS AVENlE, FOUNT~ VALLEY, CA 92708 (714) osa-eso1 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-91-1 ? ON OF 'i CURVE DATA R L I:, T ------0 PIPELINE EXTENSION INTO NEWPORT BEACH , PLAN AND PROFILE STA. 192+OO.OO TO STA. 197+OO.OO ◄O •• bMad on •lbnill::wi 111--.111100 torll-,q, SHEET NO, 24 OF 100 SHEETS 0 " " 3: Ci 0 N n. ~ 0 ~ 0 N OJ ;;, z ,, I 1 • I I~ I L. . I . I I l --116 I ··1-1-'' ,-··1·r-i--1·-r1 -1-J:-_1 _ _:_j~ rr-· --·-c-•·1Tl---1-rT-·1 r·w· -==a:lr,n.;.I ----,------. ·------~-c·--·c -·------~c-------,--.--•• -·cc-··--~----,---- 1·· == ---1..:: -:= --,~.;.~ ~ ~=--~-. -----··· ... ~ = =~ ~~=-~-= ··-~-= ·-·· ----------· -·--· ~-:~~~ =·----•-•---------:::-···. -;~.. -----------·----------·-·----_ -----·-·--•--·--··---·· --- .--.-• :-.---·-::,-:.-: ·----.. --·-·--··-· ·-· -· -- ·:_ ~ =~ ~--~ ~~ -~ t·~ _--~: ---·-· ------:~. --------·-... -·-------------··· ------ ·:,:-~~ -i:---.. -~---:..__ .:.; ,":"· ·.·-:-~ --. ---------_---. ·-.. ---···-·----------· .. , . -···•··•· ·-.... ----· .. --~----.:: ~: -~--_ _:_ --~: .. :·. : .. _ -·-:-.. ~ ---. ".:-.'.::: ·:-:-·::..-• :- 192 193 DELETE METER VAULT EXTEND LINE DESCRIPTION APP, DflA~ M,W,B, Cl1ECKED T.L.E, 194 195 196 DELETE METER VAULT SCALE HORIZ" 1"-40' VERT 1"-4' ---·-·-·---··· ···--------·--• -··-··---·-···- ----- ----~~§ • •·: ~-_ ;: ~ a :: ~ = ---------· ""' -_ "'--~ c::' II !·=_ -:::: = ::: :: ... ------~ ------♦• ; -- --. -----------• = =--'-7--, •=::!f~ -: ;~}-: ~ STA. J g(i,HJl),00 STA. 197+70,00 ST. STA 7!'..b 1 06. I I i'(h; STA. 197+75,00 E.C, ST, STA. 7~6+83,55 POC INSTALL 16 PLUG.& ffi lHRUST BLOCK PER DETAIL ~ 6F,. i9i' 1 sa.ca Ll:J. VE DATA T . ' 554.91' 54'49'01 - --- --0 40 110 RECORD DRAWINGS 0 .. I -- REV. DATE PROPOSED 4" PIPELINE SEE SHEET 26 DESCRIPTION 290 APP, 291 PROPOSED 12" PIPELINE SEE SHEET 26 292 293 •scALE'. • • • HORIZ''1;.ii4Q' •• VERT 1'a4• •. PROPOSED 12" PIPELINE q; ST,; ST;. " • 294 295 STA, 295+40.25 • ST. STA, . 848+26,26 SOL) • ST. STA.· 510+39.67 EASTilLUF CONNECT TO PROPOSED 12' RW GATE VALVE AND 24"x12' TEE PER DETAIL@ . ROPOSED 24" PIPELINE SEE'SHEET 17 - - ----0 40 ,. RECORD DRAWINGS ,_AlladD1111111V111Mbien11111-.1blleclon~IIOi1,•1 wt locL lnPIII, li,OIM. Wllill._illbnlllllell1 i. belMdtolle l'llll:llt,MI.ODndng EIIQl-isnol~torNI~ IIOIIOllll!lil Ol 011\iS&ioilJ -ff11Y hMI boon ~1161 ' o "-1)111111•1111111. • .., _j L----1~ INSTALL·,4 .·, LATERAL AND ;!'. RW,•METER • PER.·DETAIL:_@· 43 ." ' ,')'•' 232 233 234 PROPOSED 4" PIPELINE ST, STA. 775+18,71 235 SCALE •• HORIZ 1•■40• VERr·•1•,;4• 236 STA. 23Bt00,38 • ST, .. STA.•.· 1:o+:2,86 237 )C • \ • ... 12"x4" • ECCENTRIC REDUCER' (FOT) &: 4" R,W, ' GATE V>J..VE (NE) 12" R,W, GA1E V>J..VE (SW) PER DETAII.Sffi 1 2 \W 36 I I 1~E~$/~ oR'ANGE· cot1,vrrr w'A·ltEkJioisitkicr , i ' 10eOO ELLIS AVEN.IE, FO!M'AIN VALLEY, CA 9270B • (714)'983'e661. "'' J ; GREEN ACRES PROJECT -PHASE 2 • or.c~~,,~ ..... • CONTRACT·NO. GA.;.97-1 240 I;, ST, A. 7B1t11,66 t ST, STA. B43+00,00 3 +a2.oo INSTALL 4 LATERM. AND :5' R,W, METER PER c {- DETAILffi .£!l. ~ CURVE R L 434.00. 460.12' 416,00 49.11' 538,00. 690.19' 430,00' 630;41' 552.00' • 708.16' DATA t,. T 60'44 39" 254.34' 6'45'52" 24:59' 73'30'12" 401.77' 84'00'00" 347.28' 73'30'12" 366.44' NOTE TO CONTRACTOR: (1) THE PROPOSED 4" PIPE FROM STA 232+15,00 TO $TA 237+97,5:t: IS AN ,OPTIONM. BID ITEM, IF THIS 4" PIPE IS DELETED, THE CONTRACTOR SHALL INSTALL A 4• BLIND FLANGE ON THE PROPOSED 4" RW GATE V>J..VE AT STA 237+97,5:t:, ------D PIPELINE EXTENSION INTO NEWPORT BEACH PLAN AND PROFILE STA. 232+15.OO TO STA. 24O+OO.OO .. OF •• SHEET NO, 26 100 SHEETS <.!l 3: 9 ;;; a. !>-0 ~ 0 N co :;, z I _I \ ,.' ,___.-/~ I I. LI~ 240 241 PROPOSED 12" PIPELINE DRA\'IN M,W,B, CHECKED 1-R_E_V_, I-D-AT-E--1-----D-ES_C_R_IP-TI_O_N ___ -I_A_P_P-I, T,L,E, 242 243 .SCALE HORIZ::.1•;.40• VERT'1'm4' 244 245 246 PROPOSED 12" PIPELINE 1 247 ,__ ' '- .. CURVE DATA R L A T 1190,00 497,64' • 23'57'37" 249.81' 1176,00 491.79' 23'57'37" 249,54' 552.00' 708.16' 73'30'15" 366.44' 538.00 690.19' 73'30'15" 401.77' ____ __,....._ 0 00 AEOORIJDAAWINGS. 11lolo ROaold~••.= baldcn Ir« IAi ~Plll,ll]/Olle~ lnb1◄llllonlil~1l1.Jd•a. ,,_,.,,~001aJMng~,,.~~•1snotmponolbllfar•-,,,· 0 norlo!om>n1orornlollonewNollfflll'hBwlboon~C101f......, ~ lhlleopiolll111 a lUIIIL ,. 247 248 249 250 251 "i ':685,00.,:; ,1458i12l, c,121'.57!43':,;, ~·81h74 ;:,, 3699;001" i428!BB:!'l! fli'35'.09t16~~ ~·221;43 -~, ,.1190:00\i t497:641~i ~123•57J37_e,il c249:a1 SCALE HORIZl1;•40'-VERT' 1•;.4, • 252 ST, STA, 799+47,51 POC INSTALL 12"x6" TEE & THRUST BLOCK, 12"x4" ECCENTRIC REDUCER (FOB), 4" RW GATE VALVE . & DEAD END BLOW-OFF (W) 6" RW GATE VALVE & 6" LATERAL (S) PER DETAILS @@ - --- --0 •• RECORD DRAWi~ ~i:i.-=:=::r."r.::; ;i:-.,:.=,a:u.:. ;ASL0onalllllng_Engl_ Is 1101111po11elbltlatb ICIU80y, o 1110111oroml:ulonawtllcllmay1-bell!i~lnlo ~-•••....., I ,' L---....J'~ DRAIIN M.W.B, J08 NO, 1820,010 SCALE. HORIZ.;1'.•40' VERT 1•;;4, I- L- L- 'l . -- CURVE DATA R L t,. T 1014,00' 191.49', 10"49'13" 96.03' 539,00' 653.81' 69"30'00" 373.92' 1000,00' 506.15' · 29'00'00" 258,62' 69"30'00" 525,00' 636.83' 364.21' -- ----0 60 ... L---.J'~ 266 267 268 269' L.li 270'. SCALE,·· • • HORIZ·1~ii'40• • VERT i 1'•4' 271 272 ST, STA. 826+86,6 274 -·----· '·-----· --===- 27 D• K ER DETAIL ffi @ - - - - - -0 ... •• . ·RECORD DRAWINGS --· ==·. inl:N.t I • .• ·=-·-......... ► ~·~ .... . .... '------'' ~ I_ L Im ~ F.i STA. 276+20.00 INSTALL LATERAL & 4• RW METER PER DETAIL @ SdAtE HORIZ<1~•40' ·VERT' 1•~•. PROPOSED 24" PIPELINE SEE SHEET 1B ----- - 40 0 .,. ,, I ), ------ :-.::== ----- ==-=== t ST, STA. 347+86,61 L 300 301 302 303 v.1LL BE REMO CONNECTIONS ARE IN SERVICE X I, ALL CONSTRUCTION OF SAHWC FACILITIES SHALL .BE DONE IN ACCORDANCE v.1TH IR\\ll'S "CONSTRUCTION MANUAL FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATER FACILITIES," DATED AUGUST 1996, 2, SEE PROJECT SPECIFICATIONS FOR CONSTRUCTION SEQUENCES OF PROPOSED SAHWC FACILITIES, CONSTRUCTION FROM STA. 3DD+OO.OO TO STA, 308+22 (EXCEPT FOR CONNECTION TO EXIST, 12" WATER MAIN IS PHASE "A", 3, LOCATION OF POWER ANO TELEPHONE SERVICE ANO METER CABINETS FOR THE PRESSURE REDUCING STATION v.1LL BE COORDINATED v.1TH IR\\ll FIELD OPERATION STAFF, CONTRACTOR SHALL ASSUME IT v.1LL BE LOCATED IN THE PARKWAY OF BA Y'IIEW PLACE v.1THIN 50 FEET OF THE PROPOSED PRESSURE REDUCING STATION, DESIGN S.O.G. DRA\111 M.W.B, DAit DEC. 1996 JOO NO, 1820.010 WIN~".:I!:::: ~:_: __ : .. :c :. ' --:.c :-:::---:-:-· --CHECKED ' •• -DRA.,NG NO. DESCRIPTION APP, T.L,E. PLANS PREPARED BY: ASL Consulting Engineers One Jenner Slreet, Suite 200 Irvine, Colllornlo 92718 (714) 727-7099 (714) 727-7097 (Fox) 304 SCALE HORIZ 1'•40' 1="= VERT 1'■4' 305 306 307 --·. •• --••. -••• -· --------·----·---·--· 308 309 RECORD DRAWINGS 'lllalllaald~alllln~bloldon••11m1 ~11111,IIJOI-.Mlllllw·lnlonl-lllbelMdtobo -----' -----. -----· --· .:.. ••. ·-· --- ---= = = ------·--:::: = -:::.::. :..::: ---------·---------_----.::=::-:.:: . .:.; -- -·------·----·-----------------------· ------------· --· ---------------·- --· ------ = ===-== ::.::-. - = -=----··----· ----·=·-==~ -------------· ------' --= :=:.:;:;:;. ::-:..:.: --• . ' . -' -------·--------' ---·-· ----·-----------·-·· ··---· '·-· _-. -----· ---------·-------- 310 ------,o 00 -~---111101,..., ... tor11a-.-111rb-r,romlllanl W1l1CII ffllY ~boon IIOOIIJuiallid Into , lll1111i>loM•1l'ltlll, .--------------------, F D ,G E B A· llilIES 1. CONTRACTOR MUST REMOVE ACP TO THE NEAREST JOINT, APPROVED FOR CONSTRUCTION OF FACILITIES FOR SANTA ANA HEIGHTS WATER COMPANY 2. NO CUTTING OF ACP IS ALLOWED 3. SEE SPECIFICATION FOR CONSTRUCTION SEQUENCE XIST, 10" W (ACP) CONNECTION TO IRWD .101' MAIN 'N,T,S. CD ·ORANGE COUNTY WATER DISTRICT 10~00 ELLIS AVENUE, FOUNTAl'l VALLEY, CA 92708 (714) 983•8861 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 J, ARTHUR CENCEL PRESIDENT PIPELINE EXTENSION INTO NEWPORT BEACH PLAN AND PROFILE STA. 300+00± TO ST A. 309-1-32± DATE SHEET NO, 32 OF 100 SHEETS 0 ., I? 0 "1 "' a. !!:-0 §. 0 N OJ ;;, z ' __ I I --L TRENCH WIDTH EXIST PAVEMENT V CONTRACTOR SHALL REPAVE IN ACCORDANCE WITH DETAIL ffi 48" MIN (TYP) '--r-----'/;_;,, 0 6" MIN, IMPORTED SE 30 SAND BEDDING ( 4" MIN FOR 12" MAINS AND SMALLER) «ECURE TO PIP WITH PLASTIC ADHESIVE TAPE EVERY 10 FEET, 1. NO TRENCH SUPPORT IS REQUIRED FOR DEPTHS UP TO 4 FEET, SHORING OR SOLID SHEATHING IS REQUIRED FOR DEPTHS EXCEEDING 4 FEET, DESIGN CALCULATIONS BY A REGISTERED CML ENGINEER SHALL BE SUBMITTED, 2, WHERE WET, UNSTABLE OR RUNNING SOIL IS ENCOUNTERED, SOLID SHEATHING IS REQUIRED FOR ALL VERTICAL TRENCH WALLS, IMITS' OF 1-1 ,_,,, ,.,_ ·-=\ •. . . WITH JURISDICTIONAL AGENCY' REQUIREt.lENT PER TABLE 1 • TRENCH ~TH + 24" . I . . 'SAWCUT & TACK COAT (TYP,) I '1-1/2" GRIND (TYP,) . I EXIST, BASE EXIST, A,C, PAVEt.lENT I STREET (AGENCY) BRISTOL STREET (CALTRANS, COUNTY OF ORANGE & CITY OF NEWPORT BEACH) BAYVIEW PLACE (CITY OF NEWPORT BEACH) BAYVIEW WAY (COUNTY Of ORANGE) JAMBOREE ROAD !NORTH OF UNIVERSl1llc: CITY OF NEWPORT B H) EASTBLUfF DRIVE (CITY OF NEWPORT BEACH) JAMBOREE ROAD !SOUTH OF. FORD ROAD! CITY OF NEWPORT BEA H) SANTA BARBARA (CITY OF NEWPORT BEACH) VISTA DEL SOL (CITY OF NEWPORT BEACH) VISTA DEL ORO (CITY OF NEWPORT BEACH) TABLE 1 AC PAVEMENT BASE ASSUt.lED BACKFILL g~ij~ OF 1-1/t,° REPLACEMENT THICKNES! REPLACEMENT THICKNESS 1dD NG& ptJfi.osrs EXISTING PLUS 1" EXISTING PLUS 1" 2-SACK CEMENT I ~E'lfJ-tM~~E SLURRY gxITHIN ) (t.llN,,, 24' W0\IDE PAVED R DWAY P R PIPE EXISTING PLUS 1" EXISTING PLUS 1" DETAIL 0· HALF STREET EXISTING PLUS 1" EXISTING PLUS 1" DETAIL 0 FULL LANE REPLACEMENT (MIN,· 20' WIDE) EXISTING PLUS 1" EXISTING PLUS 1" DETAIL 0 TWO FULL LANE REPLACEMENT (t.llN, 24' WIDE) EXISTING PLUS I" EXISTING PLUS I" DETAIL 0 TWO FULL LANE REPLACEMENT (MIN, 22' WIDE) EXISTING PLUS I" EXISTING PLUS 1" DETAIL 0 ONE ~ TWO FULL LANE EPLACEM~NT (t.llN, 22' WICE EXISTING PLUS I" EXISTING PLUS 1" DETAIL 0 FULL LANE REPLACEMENT (t.llN, 12' WIDE) EXISTING PLUS 1" EXISTING PLUS 1" DETAIL 0 HALF STREET EXISTING PLUS 1" EXISTING PLUS 1" DETAIL 0 TRENCH WIDTH + 46" & SLURRY SijL CURB TO CU B 3, MINIMUl.t RELATIVE COt.lPACTION REQUIREMENTS SHALL CONFORM TO ALL PERt.llT REQUIREt.lENTS ANO SHALL AT NO Tit.IE BE LESS THAN 90'1. REPLACE BACKFILL WITH JURISDICTIONAL AGENCY'S REQUIREt.lENT PER TABLE 1 TRAVERSE TRENCHES EXISTING PLUS I" (SEE NOTE 3) EXISTING PLUS I" 2-SACK MIN, OF 25' EACH CEt.lENT SLURRY SIDE OF TRENCH llillil 4, 3/4" ROCK BACKFILL (90,i: RELATIVE COt.lPACTION) SHALL BE USEC FOR UNSTABLE SOIL CONDITIONS, 5, 24" t.llN THE t.llNlt.lUi.t DEPTH fROt.l THE EXISTING FINISHED SURFACE TO THE TOP OF PIPE SHALL BE 48" INCHES UNLESS OTHERWISE SHOWN ON THE PLANS. AT NO Tit.IE SHALL THE PROPOSED PIPELINE HAVE LESS THAN 36-INCHES OF COVER UNLESS IT IS CONCRETE ENCASED PER DETAIL ® TYPICAL TR~-~~H SECTION CD PIPE IDENTIFICATION N,T,S, -'1' t.llN (TYP) ATTACH PURPLE IDENTIFICATION TAPE TO TOP OF PIPE WITH PLASTIC TAPE, SECURE TD PIPE EVERY 5 FEET OR USE PURPLE PVC PIPE ON MAINS Of 16" AND SMALLER, FOR DIP THE CONTRACTOR MAY SUBSTITUTE THE USE OF PURPLE POLYETHYLENE ENCASEt.lENT WITH PROPER LABELING IN PLACE Of IDENTIFICATION TAPE, CD ----EXIST BASE 3" MIN 64 BARS LDNG(TYP) :1.;.. ___ 64 O 24" C,C, (TYP) THERE IS NO CONCRETE ENCASEt.lENT INDICATED ' ON THE PLANS, HOWEVER, THE CONTRACTOR SHALL SUBMIT A UNIT PRICE ON THE QUANTITY SHOWN CLASS "D" CONCRETE 2500 PSI PIPE SIZE GREATER THAN 16 16" PVC PIPE 12" AND SMALLER PVC PIPE I 6" O,I,P, (ONLY WHERE CALLEO FQR ON PLANS) IN THE BIO DOCUt.lENTS TD BE USED IF CONCRETE ENCASEMENT IS REQUIRED DURING CONSTRUCTION, 3/ 4" PREMOLDED EXPA~SION JOINT FILLER (fO BE USED WHEN ENCASEt.lENT IS PLACED ON EXISTING SUBSTRUCTURE) 12" ANO .' SMALLER D,l,P, (ONLY WHERE CALLED FOR ON PLANS) CONCRETE N,;,~CASEMENT ED 0£S1011 DAit S.O.G. DEC, 1996 PLANS PREPARED BY: DRA\ltl JOG NO. ASL Consulting M.W.B, 1B20,010 Ono Jonnor Slreol, Sullo 200 CHECKED DRA\IANG NO, Irvine, Collfomlo 92718 REV, OATE T.L.E. (714! 727-7099 DESCRIPTION APP, (714 727-7097 (Fox) REPAVING DETAIL N,T,S, ACCEPTABLE PIPE MATERIALS ' CATHODIC. PROTECTION NOT REQUIRED DIP-CLASS, 52,, WITH POLYETHYLENE ENCASEt.lENT BONDED JOINTS AND TEST STATIONS, OR STEEL FIPE-CML&C ,SP. WITH A MIN WALL THICKNESS OF 1/4;..INCH; BONDED UOINTS AND"TEST STATIONS, PVC CLASS 235, AWWA C-9O5 PVC CLASS 200, AWWA C-9OO CLASS 52 WITH POLYETHYLENE ENCASEt.lENT, BONDED JOINTS AND TEST STATIONS CLASS 52 WITH POLYETHYLENE ENCASEt.lENT PIPE MATERIAL N,T,S, CATHOOJC PROTECTION REQUIRED DIP-CLASS 52 WITH POLYETHYLENE ENCASEMENT BONDED JOINTS, TEST STATIONS & SACRIFICIAL ANODES • ' OR STEEL PIPE~ CML&C 0STEEL PIPE WITH A MIN WALL THICKNESS Of 1/4-INCH, BONDED JOINTS, TEST STATIONS, SACRIFICIAL ANODES ANO COAL TAR"EPOXY 1OVERCOAJ OVER THE CEMENT MORTAR COATING, ' PVC CLASS 235, AWWA C-9O5 PVC CLASS 200, AWWA C-9OO CLASS 52 WITH POLYETHYLENE ENCASEMENT, BONDED JOINTS AND TEST STATIONS CLASS 52 WITH POLYETHYLENE ENCASEt.lENT . NOTES: 1, 2, 3, 4, WHERE THE EDGE LINE OF THE PAVEMENT REt.lOVED FOR THE PIPELINE TRENCH EXCAVATION COt.lES WITHIN THREE (3) FEET OF THE OUTER EDGE OF THE PAVEMENT AGAINST GUTTER LINE OR CURB FACE, THE EXISTING PAVING SHALL BE REt.lOVEO TO THE GUTTER LINE OR CURB FACE ANO THE PERt.lANENT PAVEMENT LAID TO THE GUTTER LINE OR CURB FACE, WHERE THE EDGE LINE OF THE PAVEMENT REMOVED FOR THE PIPELINE TRENCH EXCAVATION IS MORE THAN THREE (3) FEET FROM THE GUTTER LINE OR CURB FACE, THE CONTRACTOR IS TO SAWCUT THE EXISTING PAVING iWELVE ( 12) INCHES BACK FROM THE EDGE OF THE TRENCH AND REMOVE THAT EXISTING PAVEMENT BEFORE PLACEMENT OF PERMANENT PAVING (INCLUDING BASE MATERIAL), AC PAVEMENT TRENCH REPLACEMENT SHALL BE PLACED NO LESS THAN FLUSH WITH ADJACENT EXISTING PAVEMENT, PRIOR TO PLACEMENT OF 1-1/2" FINAL AC CAP, THE PREVIOUSLY PLACED AC PAVEI.IENT TRENCH REPLACEMENT SHALL BE GRINOEO ALONG WITH ADJACENT AC PAVEMENT AS SHOWN OM DETAIL, THE EXISTING PAVING AND AC PAVEMENT TRENCH REPLACEMENT IS TO BE MECHANICALLY GROUND DOWN A MINIMUM OF 1-1/2" (A MINIMUl.t Of AN ADDITIONAL 12" OUTSI.DE OF THE AC PAVEMENT TRENCH REPLACEMENT OR TRENCH WIDTH + 48") TO THE NEAREST LANE • LINES ON BOTH SIDES OF THE TRENCH. THE PERI.IANENT PAVING SHALL THEN BE EXTENDED AS AN OVERLAY INTO THIS AREA. ALL EXISTING PAVEMENT EDGES ARE TO BE TACK COATED BEFORE APPLICATION OF PERMANENT PAVEMENT, IF THERE IS LESS THAN (2) INCHES OF PAVEt.lENT AFTER GRINDING, THEN THE GROUND AREA SHALL BE REMOVED BY SAW CUTTING AND PERMANEN1 PAVEMENT PLACED, IN AREAS WHERE SLURRY SEAL WILL BE PLACED FROM CURB TO CURB, THE LIMITS OF 1-1/2" GRIND ANO CAP WILL BE AN ADDITIONAL 12" OUTSIDE OF THE AC PAVEMENT TRENCH REPLACEt.lENT (TRENCH WIDTH + 48" ), TRANSVERSE TRENCHES ARE ANY TRENCHES WHICH ARE PERPENDICULAR TO THE STREET CENTERLINE, I,o, CROSSINGS Of STREETS, AIR & VACUUt.1 RELEASE INSTALLATIONS, BLOWOFF INSTALLATION & C,P, INSTALLATIONS, ACCEPTABLE ALTERNATIVE TO GRINDING AND CAPPING HALF OF AN EXISTING STREET: COLD PLANE NEXT TO GUTTER, ALONG THE CENTERLINE AT EACH END (ANGLED HEADER CUT), CAP ONE HALF OF THE STREET AND RESTRIPE. CAP SHALL BE A t.llNlt.lUt.l THICKNESS OF I", 5, DEPTH OF EXISTING PAVEt.lENT AND BASE SHALL BE AS SHOWN IN THE SPECIFICATIONS, 6, CONTRACTOR SHALL RAISE ALL EXISTING AND NEW WATER / RECLAlt.lED WATER VALVES, AND SEWER / WATER / RECLAIMED WATER MANHOLES TO GRADE AFTER FINAL PAVING IS COMPLETED, 7, CONTRACTOR TO CLEAN STREET WITH WATER TRUCK ANO SWEEPER PRIOR TO END OF ~ WORK DAY, 8, ALL STRIPING AND PAVEMENT MARKINGS REi.tOVED BY TRENCHING/REPAVING SHALL BE REPLACED PER PROJECT SPECIICATIONS. RECORD DRAWINGS ,_RoaoldDrWIIIQlt.wblen~bll.son~llomdb> IIDIIIICl, lnPM,bJ_ WNll..,.W1:lffl_,il _lobe ..... "81.0ondlngEinQIINallnol llll)Ollllblolo,•b-..cy, llll'llr_ot_wlllollmeyMWblenlkJOll)Oiiiltidhllil ---••111111. ORANGE COUNTY WATER DISTRICT PIPELINE EXTENSION INTO NEWPORT BEACH TRENCH SECTION AND REPAVING DETAILS SHEET NO. Engineers 10500 ·eLLIS AVENUE, FOUNTAIN VALLEY, CA 927OB (714) 378•3200 GREEN· ACRES PROJECT -PHASE 2 CONTRACT NO. GA·-97-1 . ' 33 OF 100 SHEETS "' ~ 0 0 :, 6 ;; 6 N ro -;; ' _j \ ·' L----'" I. L CONSJBIJCIION NOTES CD IB" SCHEDULE 40 STEEL VENTED PIPE COVER, WELD 1/4" PLATE TD TOP, PROVIDE 4 ANCHOR LUGS AT BOTTOM, HOT DIP GALVAN)ZE AfiTER FABRICATION THEN PAINT, AIR HOLES HAVE A 3/4" DIAMETER, ' @-'t' AIR ANO VACUUM RELEASE VALVE, APCO MODEL ND, 145-C, CLA VAL MODEL 33A DR EQUAL (APCO MODEL NO, 143-C) @ VALVE BOX, COVER AND RISER PER DETAIL @ 0-'t' COPPER TUBING TYPE "K" @ 't' 90' WROUGHT COPPER ELBOW @-'t' BRONZE BALL VALVE, JONES, J-1955 WITH J-2816 NUT OR EQUAL (J-1943) CZ) FOR DIP: 2 1/2" IPT BANDED SADDLE, STAINLESS STEEL BAND AND EPOXY COATEO: re 202-IP8 OR EQUAL, 2002· X 2" NYLON BUSHING. FOR CML STEEL PIPE REFER TO DETAIL FOR PVC PIPE: BRONZE SERVICE SADDLE 39 WITH DOUBLE STAINLESS STEEL STRAPS JONES J969, FORD 20285 OR EQUAL @--'t' CORP STOP, MALE IP INLET x MALE IP OUTLET, JONES J-1943 OR EQUAL @ WROUGHT FEMALE ADAPTER, COPPER X FEMALE NPT, @-1/'t' DIAMETER STAINLESS STEEL ANCHOR BOLTS SET IN CONCRETE SLAB, Q} 't' THREADED BRASS NIPPLE, MIP, METER FLANGE ONE ENO, Of:NEBAI NOTES: 1, ALL COPPER FITTINGS SHALL BE SILVER SOLDERED, 2, PAINT COVER INSIDE AND OUTSIDE WITH TWO COATS "PURPLE" GLOSS ENAMEL PAINT (COLOR PER PROJECT SPECIFICATIONS) 3, REINFORCE CONCRETE SLAB WITH Wl,2 X Wl,2 WELD WIRE MESH, 4, ASSEMBLY SHALL BE LOCATED SO AS TO HAVE THE MINIMUM IMPACT ON PEDESTRIAN TRArrlC, SET IN BACK OF SIDEWALK WHERE SPACE PERMITS, 5, ALL PARTS LISTED SHALL BE 1" FOR 1" ARV ASSEMBLY, 1" MATERIAL CALLDUTS ARE IN PARENTHESIS, 6, WHERE THERE IS NO CURB, GUTTER DR BERM, PLACE ONE GUARD POST AT EACH CORNER OF THE PAD ON THE TRAFFIC SIDE, SEE DETAIL ffi QV 6" THICK PCC SLAB L. 't','t',1/4" ANGLE 3" WIDE (TYP) 2•-0• MIN J-2816 @-1/4" DIAMETER STEEL ROD HANDLES, FILLET WELD TO TOP COVER PLATE, I!} 't' SCHEDULE 80 PVC THREADED NIPPLE, MIP, METER FLANGE ONE ENO. @-'t' GALV, PIPE, 't' GALV, UNION, 2" 90' STREET ELBOW, 9 • 't' GALV, NIPPLE (2-1/2" LONG) & 2" 90' ELBOW W/SCREEN @ WARNING LABEL (2 REQUIRED) @-WARNING TAPE PROPOSED RECLAIMED WATER MAIN AC PAVEMENT PLAN VIEW 1-------5' MIN 12" 24" 12" 1" /2" AIR AND VACUUM RELEASE VALVE ASSEMBLY N,T,S, G) lll MIN SLOPE SECTION 6 PROPOSED RECLAIMED WATER MAIN .1•~·.··· .. J«<.=~ '1•·.·~·-.. :.;:· •,''1•'•,;.· ..... ,, o0~ 0 0 ~~~;;o,_· --,Jo0it~1' CONSTBIJCIION NOOES 18" @---CD 4• FLGxMJ ADAPTER WITH JOINT R;sTRAI.NT, (ACCEPTABLE ALTERNATIVE) @-B" PVC RISER EXTENSION SCHEDULE 40, 'v (TYP,) 2'-0" @ (SIZE MAIN),4" REDUCER, FLG,FLG(IF REQUIRED) PRO\IIDE FLG,MJ ADAPTER WITH JOINT RESTRAINT IF REQUIRED, ' • PROPOSED RECLAIMED WATER MAIN ---0 0-4" RWGV, FLG,MJ, @ 4" PVC, C-900 PIPE (CLASS 200), @-4" FLG,MJ 90' BENO, CZ) 4" STANDARD STEEL RISER, 1/4' THICK CEMENT LINED. FOE FIELD CUT TO LENGTH. @--4", 12" LONG STANDARD STEEL NIPPLE, TOE CEMENT LINED, FIELD REPAIR MORTAR JOINT INSIDE PIPE. . @ 4" THREADED STEEL PLUG WITH 2" SQUARE STEEL NUT WELDED ON TOP, @-4" CLASS 125, SLIP ON • WELD FLANG.E, Q} 4" HEAVY STEEL .THREADED COLLAR, TACK WELD TO THREADED NiPPLE, @-VALVE BOX COVER PER DETAI~ . I!} THRUST BLOCK PER DETAIL, ~~D @ @-WARNING LABEL ( 1 REQUIRED) @ WARNING TAPE GENERAi NOTES: 6 GROUT CONNECTION HOLES SPACED' 8' ON CENTER IN EACH ROW AND-STAGGERED 4' SO AS,TO OCCUR.ON AL TERNA TE SIDES·, Of CROWN SEE GROUT CCUPUNG DETAIL, STEEL CASING, SEE PLAN ---It:' AND PROFILE FOR SIZE ANO THICKNESS FILL ANNULAR SPACE WITH AIR 'BLOWN SANO (SEE NOTE 13 FOR £XCEPTION) CARRIER PIPE REDWOOD OR PLASTIC\SKIDS SET 50. INVERT OF CARRIER , PIPE IS TO GRADE, SEE SPECS, EXIST, CURB & GUTfER EXIST STREET SURFACE PROPOSED RECLAIMED WATER MAIN CON SIB I ICIION NOTES· CD B" CLASS 150 SLIP ON WELD FLANGE, TUBE TURNS NO, 50 DR EDUAL, @=-B" CLASS 150 WELDED NECK FLANGE, TUBE TURNS NO, 30 OR EQUAL, ~ B" STANDARD WEIGHT WELDED END CAP, TUBE TURNS ND, 60 OR EQUAL, @::--B",6" STANDARD WEIGHT WELD ENO REDUCING TEE, TUBE TURNS ND, 22 OR EQUAL, @ 6" CLASS 150 BLIND FLANGE, TUBE TURNS ND, 7D OR EDUAL, @::-B" STEEL PIPE, BEVEL ENDS FOR BUTT WELDS, MINIMUM THICKNESS • 0,375", (!) B" DIP, CLASS 52, FLG X PE, FIELD CUT TO LENGTH, @::-B" DIP SPOOL PIECE (FLG, X FLG), CLASS 53, 24" LONG, @ 6" (FLG X FLG) DI 90' BENO, ffi @=-VALVE BOX COVER ANO RISER AS PER DETAIL Q}7 ~ B" FLG X MJ RWGV WITH JOINT RESTRAINT, @=-MAIN SIZE X B" TEE WITH FLANGED OUTLET, @ 30" DIAMETER COVER & FRAME WITH "OCWO" ON COVER (ALHAMBRA FORY A-1497 OR EQUAL), 8:::-30" DIAMETER PRECAST CONCRETE GRADE RING, S' HIGH, @ 30" X 3B" CONCENTRIC PRECAST MANHOLE CONE, @=-3B" DIAMETER PRECAST MANHOLE SECTION, 12" HIGH SECTION, ~ POURED IN PLACE CONCRETE MANHOLE RING BASE, DIMENSIONS AS SHOWN, @=-INSULATING FLANGE KIT (REC'D, WHEN 0,1,P, 15 CONNECTED TO STEEL PIPE), @ WARNING LABEL (1 REQUIRED) @=--WARNING TAPE GENERAi NOTES: 1, ALL 0,1, PIPE ANO FITTINGS SHALL BE ENCASED IN 8 MIL THICK POLYETHYLENE, 2, ALL STEEL PIPE SHALL BE CML&C STEEL PIPE AND FITTINGS PER PROJECT SPECIFICATIONS, (STANDARD WEIGHT PIPE ANO FITTINGS) 3, ALL WELDS SHALL BE FULL PENETRATION BUTT WELDS DONE IN ACCORD WITH AWS STANDARD PRACTICE. 4, ALL FLANGE JOINT NUTS & BOLTS TD BE TYPE 316 STAINLESS STEEL, 5, INSTALL THRUST BLOCKS PER DETAIL, @ 6, FOR PLACEMENT OF BLOWOFF ASSEMBLY WITHIN TRAVEL WAY, THE CONTRACTOR SHALL CONSTRUCT A 6" THICK CONCRETE COLLAR A MINIMUM DISTANCE OF 1 't' AROUND THE LIP OF THE MANHOLE RING WITH I" A.C, WEARING SURFACE TO MATCH EXISTING ASPHALT PER CNS STD. 111-L, BLOWOFF ASSEMBLY N.T.S. CD STAINLESS STEEL STRAPS BELL DIMENSION 2" STANDARD STEEL , PIPE HALF COUPLING "- 2" CAST IRON PLUG _/. STEEL 3/16 NOTES• I. CASING SHALL BE INSTALLED BY THE BORE, JACK ANO/OR TUNNEL METHOD. 2. SKIDS SHALL BE PROVIDED AS PER DETAIL SHOWN. SKIDS SHALL BE UNFINISHED ROUGH-SAWN REDWOOD, REDWOOD SHALL BE 4 FEET LONG (4"x4") BEVELED AT BOTH ENDS. EIGHT (8) SKIDS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE, THREE (3) FEET FROM EACH END OF PIPE. NOTCH SKID TO SEAT STRAP, 3, THICKNESSES ARE MINIMUM, CONTRACTOR MAY ELECT TO USE THICKER WALL PIPE OR LARGER DIAMETER CASING PIPE AT NO ADDITIONAL COST. 4, ALL CASING SECTIONS SHALL BE JOINED BY CONTINOUS WELD, ALL FIELD WELDS SHALL BE BUTT WELDED FULL CIRCUMFERENCE WITH FULL PENETRATION, 5, EACH END OF CASING SHALL BE SEALED WITH A WATER TIGHT FLEXIBLE SEALER, PSI "ENO SEAL" OR APPROVED EQUAL. 6, ALL PIPE JOINTS l\1THIN THE CASING SHALL BE WELDED, OR RESTRAINED. PVC PIPE· SHALL BE RESTRAINED 111TH EBBA IRON RESTRAINER SERIES 1500 OR EQUAL, 7, ELECTRICAL OR METALLIC INSULATION BETWEEN THE CASING AND CARRIER PIPE SHALL BE MAINTAINED (NO METAL CONTACT), 8. STAINLESS STEEL BAND STRAPS SHALL BE USED TO SECURE SKIDS TO PIPE, STRAPS TO BE 8 GAUGE BY 3)'4"• 1110E AS A MINIMUM, INSTALL THREE (3) STRAPS PER SKID. TENSION STRAPS SNUGLY TO CARRIER PIPE AT SKIDS. 9, CASING PIPE SHALL BE NEW , 10, BACKFILL BORE ANO RECEI\IING PITS 111TH A ONE SACK SLURRY TO 2' ABOVE TOP OF PIPE ZONE WHEN DEPTH OF COVER EXCEEDS 16', 11, GROUT COUPLINGS ARE ONLY REQUIRED FOR STEEL CASINGS 28" OR LARGER IN DIAMETER. 12, PLACE RECLAIMED WATER WARNING TAPE ON PIPE PRIOR TO STRAPPING ON SKIDS, 13, FOR THE JACKED CASING AT CAMPUS OR, & IR\IINE AVE, (SHT. 5), THE ANNULAR SHALL BE FILLED 111TH CROUT ~ER PROJECT SPECIFICATIONS, 14, PERIPHERY CASING TO BE PRESSURE GROUTED AS BL~.~s~FF ASSEMBLY {p 1. f~~A~~~~~ ~~~~THi~~Ea~NEM~~N~1~EL P-IPE PER PROJECT SPECIFICATIONS. JACKED CASING DETAIL GROUT COUPLING SHOWN ON DETAIL AND PER THE SPECIFICATIONS. ~ ,--7r-7r-------------,--.,.D~E!ESl~Oll;;--r-,o»Ai1t:-T------------------,--::::=.=:::::::::--,r----L..-:---------------,;;N,;;.T,;;.s;;.. _____ ~..:::,::Cc:r,.-:,i.:':'--,r----N-·T_,s_. ______________________ r--:;s;;:H;,EE;;T~N;;,O:;-,--f~ DEAD END REV. DATE DESCRIPTION S,O.G. DEC. 1996 PLANS PREPARED BY: ORANGE COUNTY, WATER DISTRICT PIPELINE EXTENSION INTO NEWPORT BEACH 6 ASL Consulting Engineers ,o~oo ELLIS AVENUE, FOUNTAIN VAL.I.EV, CA 9~708 (714) 3711-3200 34 0 DRA'MI M,W,B. CHECXED APP. T,L,E. JOB NO. 182D.010 DRAWING NO. Ono Jenner. Strool, Suite 200 GREEN' ACRES PRQ 1ECT -PHASE 2 Y MISCELLANEOUS APPURTENANCES ~ Irvine, ColHornlo 92718 , · 'µj m:i ;~;:;g;~ (Fa,) CONTRA CT NO. GAr-97-1 ,c: OF 1QQ SHEETS z CONSTRUCTION NQJES G) 18" SCHEDULE -4-0 STEEL VENTED PIPE COVER, WELD 1/4" PLATE TO TOP, PROVIDE 4 ANCHOR LUGS AT BOTTOM, HOT DIP GALVANIZE AffER FABRICATION THEN PAINT. AIR HOLES HAVE A 3/ 4 • DIAMETER. (3r-2• AIR AND VACUUM RELEASE Vl>J..VE. APCO MODEL NO. 145-C, CLA Vl>J.. MODEL 3JA OR EOUl>J.. (APCO MODEL N0.143-C) @ Vl>J..VE BOX, COVER AND RISER PER DETAIL @ @--2" COPPER TUBING TYPE "K" @ 2 • 90' WROUGHT COPPER ELBOW @--2" BRONZE BALL Vl>J..VE, JONES, J-1955 WITH J-2816 NUT OR EQUAL (J-1943) (?) FOR DIP: 2 1/2" IPT BANDED SADDLE, STAINLESS STEEL BAND AND EPOXY COATED; FC 202-IP8 OR EQUAL. 2 1 /2" X 2" NYLON BUSHING. FOR CML STEEL PIPE REFER TO DETAIL u"'\ FOR PVC PIPE: BRONZE SERVICE SADDLE \;JV WITH DOUBLE STAINLESS STEEL STRAPS JONES J969, FORD 202BS OR EQUl>J.. @--2" CORP STOP, MALE IP INLET x MALE IP OUTLET, JONES J-1943 OR EQUAL @ WROUGHT FEMALE ADAPTER. COPPER X FEMALE NPT. @--1 /2" DIAMETER STAINLESS STEEL ANCHOR BOLTS SET IN CONCRETE SLAB. QJ 2" THREADED BRASS NIPPLE, MIP, METER FLANGE ONE END. @--1/ 4 • DIAMETER STEEL ROD HANDLES. FILLET WELD TO TOP COVER PLATE. @ 2" SCHEDULE 80 PVC THREADED NIPPLE, MIP, METER FLANGE ONE ENO. &-2" GALV. PIPE, 2" GALV. UNION, 2" 90' STREET ELBOW, 2• GALV. NIPPLE (2-1/2" LONG) & 2" 90' ELBOW W/SCREEN @ WARNING LABEL (2 REQUIRED) @-WARNING TAPE PROPOSED RECLAIMED WATER MAIN GENERAL NQJES· 1. ALL COPPER FITTlNGS SHALL BE SILVER SOLDERED. 2. PAINT COVER INSIDE AND OUTSIDE WITH TWO COATS "PURPLE" GLOSS ENAMEL PAINT (COLOR PER PROJECT SPECIFICATIONS) 3. REINFORCE CONCRETE SLAB WITH Wl .2 X W1 .2 WELD WIRE MESH. 4. ASSEMBLY SHALL BE LOCATED SO AS TO HAVE THE MINIMUM IMPACT ON PEDESTRIAN TRAFFIC. SET IN BACK OF SIDEWALK WHERE SPACE PERMITS. 5. ALL PARTS LISTED SHALL BE 1 • FOR 1 • ARV ASSEMBLY. 1 • MATERIAL CALLOUTS ARE IN PARENTHESIS. 6. WHERE THERE IS NO CURB, GUTTER OR BERM, PLACE ONE GUARD POST AT EACH CORNER OF THE PAD ON THE TRAFFIC SIDE. SEE DETAIL ffi QJJ PROPOSED RECLAIMED WATER MAIN 5 1 "/2" AIR AND VACUUM RELEASE VALVE ASSEMBLY ED SECTION PLAN VIEW N.T.S. ,_ _______ 5' MIN 7 DEAD END BL~-~s°FF ASSEMBLY ED DATE CONSTRUCTION NOTES G) 4 • FLGxMJ ADAPTER WITH JOINT RESTRAINT. (ACCEPTABLE ALTERNATIVE) {3r-8" PVC RISER EXTENSION SCHEDULE -4-0. @ (SIZE MAIN)x4" REDUCER, FLGxFLG(IF REQUIRED) PROVIDE FLGxMJ ADAPTER WITH JOINT RESTRAINT IF REQUIRED. @--4" RWGV, FLGxMJ. @ 4" PVC, C-900 PIPE (CLASS 200). @--4• FLGxMJ 90' BENO. (?) 4" STANDARD STEEL RISER. 1/4" THICK CEMENT LINED. FOE FIELD CUT TO LENGTH. @--4 "x12• LONG STANDARD STEEL NIPPLE. TOE CEMENT LINED. FIELD REPAIR MORTAR JOINT INSIDE PIPE. @ 4" THREADED STEEL PLUG WITH 2" SQUARE STEEL NUT WELDED ON TOP. @--4" CLASS 125, SUP ON WELD FLANGE. QJ 4 • HEAVY STEEL THREADED COLLAR. TACK WELD TO THREADED NIPPLE. @--VALVE BOX COVER PER DETAJ~ @ THRUST BLOCK PER DETAIL WAND @ &-WARNING LABEL (1 REQUIRED) @ WARNING TAPE GENERAL NQJES· 1. ALL STEEL PIPE SHALL BE CML&C STEEL PIPE PER PROJECT SPECIFICATIONS. (STANDARD WEIGHT PIPE AND FlmNGS) EXIST. CURB & GUTTER EXIST STREET SURFACE PROPOSED RECLAIMED WATER MAIN CONSTRUCTION NOTES· G) 8" CLASS 150 SUP ON WELD FLANGE, TUBE TURNS NO. 50 OR EQUAL. ~8" CLASS 150 WELDED NECK FLANGE, TUBE TURNS NO. 30 OR EQUAL. @ 8" STANDARD WEIGHT WELDED ENO CAP, TUBE TURNS NO. 80 OR EQUAL. ©::,-8"x6" STANDARD WEIGHT WELD END REDUCING TEE, TUBE TURNS NO. 22 OR EQUAL. @ 6" CLASS 150 BLIND FLANGE, TUBE TURNS NO. 70 OR EQUAL. ®=----8" STEEL PIPE, BEVEL ENDS FOR BUTT WELDS. MINIMUM THICKNESS = 0.375". (!) 6" DIP, CLASS 52, FLG X PE. FIELD CUT TO LENGTH. ®=--6" DIP SPOOL PIECE (FLG. X FLG), CLASS 53, 24 • LONG. @ 6" (FLG X FLG) DI 90' BEND. @-=-VALVE BOX COVER AND RISER AS PER DETAIL @ ~ 6" FLG X MJ RWGV WITH JOINT RESTRAINT. @=-MAIN SIZE X 6 • TEE WITH FLANGED OUTLET. @ 30" DIAMETER COVER & FRAME WITH ·ocwo· ON COVER (ALHAMBRA FDRY A-1497 OR EQUAL). 6--::-30• DIAMETER PRECAST CONCRETE GRADE RING. 3• HIGH. @ 30" X 36" CONCENTRIC PRECAST MANHOLE CONE. @==-36" DIAMETER PRECAST MANHOLE SECTION. 12" HIGH SECTION. @ POURED IN PLACE CONCRETE MANHOLE RING BASE. DIMENSIONS AS SHOWN. @=-INSULATING FLANGE KIT (REQ'D. WHEN 0.1.P. IS CONNECTED TO STEEL PIPE), @ WARNING LABEL (1 REQUIRED) @=--WARNING TAPE GENERAL NOTES· 1. ALL 0.1. PIPE AND FITTlNGS SHALL BE ENCASED IN 8 MIL THICK POLYETHYLENE. 2. ALL STEEL PIPE SHALL BE CML&C STEEL PIPE AND FITTlNGS PER PROJECT SPECIFICATIONS. (STANDARD WEIGHT PIPE AND F!TTNGS) 3. ALL WELDS SHALL BE FULL PENETRATION BUTT WELDS DONE IN ACCORD WITH AWS STANDARD PRACTICE. 4. ALL FLANGE JOINT NUTS & BOLTS TO BE TYPE 316 STAINLESS STEEL 5. INSTALL THRUST BLOCKS PER DETAIL @ 6. FOR PLACEMENT OF BLOWOFF ASSEMBLY WITHIN TRAVEL WAY, THE CONTRACTOR SHALL CONSTRUCT A 6" THICK CONCRETE COLLAR A MINIMUM DISTANCE OF 12" AROUND THE UP OF THE MANHOLE RING WITH 1 • A.C. WEARING SURFACE TO MATCH EXISTING ASPHALT PER CNB STD. 111-L BLOWOFF ASSEMBLY N.T.S. CD GROUT CONNECTION HOLES - SPACED 8' ON CENTER IN EACH ROW AND STAGGERED 4' SO AS TO OCCUR ON AL TERNA TE SIDES OF CROWN SEE GROUT COUPLING DETAIL STEEL CASING, SEE PLAN AND PROFILE FOR SIZE AND THICKNESS FILL ANNULAR SPACE 'MTH AIR BLOWN SAND (SEE NOTE 13 FOR EXCEPTION) ::i :i REDWOOD OR PLASTIC SKIDS SET SO INVERT OF CARRIER PIPE IS TO GRADE. SEE SPECS. • RECORD DRAWINGS STAINLESS STEEL STRAPS BELL DIMENSION 2• STAND,'.RD STEEL PIPE HALF COUPLING ~~:1:~~or~. °;a0rt.in6; ~t~:rs~e;hri;!!~r:din~~~ti~~ :~fob~~~~; to be 2" CAST IRON PLUG _/ reliable, ASL Consulting Engineers is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans os o result. JACKED CASING DETAIL GROUT COUPLING Nil ~ll -STEEL 3/16 -1iPIES;_ 1. CASING SHALL BE INSTALLED BY THE BORE, JACK AND /OR TUNNEL METHOD. 2. SKIDS SHALL BE PROVIDED AS PER DETAIL SHOWN. SKIDS SHALL BE UNFINISHED ROUGH-SAWN REDWOOD. REDWOOD SHALL BE 4 FEET LONG (4"x4") BEVELED AT BOTH ENDS. EIGHT (8) SKIDS PER LENGTH OF PIPE TO BE STRAPPED IN PLACE, THREE (3) FEET FROM E,'.CH END OF PIPE. NOTCH SKID TO SEAT STRAP. 3. THICKNESSES ,'.RE MINIMUM. CONTRACTOR M,'. Y ELECT TO USE THICKER WALL PIPE OR LARGER 0I,'.METER C,'.SING PIPE ,'. T NO ADDITIONAL COST. 4. ALL CASING SECTIONS SH,'.LL BE JOINED BY CONTINOUS WELD. ALL FIELD WELDS SHALL BE BUTT WELDED FULL CIRCUMFERENCE 'MTH FULL PENETRATION. 5. EACH ENO OF CASING SHALL BE SEALED 'MTH ,'. WATER TIGHT FLEXIBLE SEALER. PSI "END SEAL• OR APPROVED EQUAL. 6. ALL PIPE JOINTS WITHIN THE CASING SH,'.LL BE WELDED, OR RESTRAINED. PVC PIPE SHALL BE RESTRAINED WITH EBB,'. IRON RESTRAINER SERIES 1500 OR EQUAL 7. ELECTRICAL OR MET,'.WC INSUL,'.TION BETYl£EN THE C,'.SING ,'.ND CARRIER PIPE SHALL BE MAINTAINED (NO METAL CONTACT). 8. STAINLESS STEEL BAND STRAPS SHALL BE USED TO SECURE SKIDS TD PIPE. STRAPS TO BE 8 GAUGE BY 3/4" 'MOE AS A MINIMUM. INSTALL THREE (3) STRAPS PER SKID. TENSION STRAPS SNUGLY TO CARRIER PIPE AT SKIDS. 9. CASING PIPE SHALL BE NEW . 10. BACKFILL BORE AND RECEIVING PITS 'MTH A ONE SACK SLURRY TO 2' ABOVE TOP OF PIPE ZONE v.tlEN DEPTH OF COVER EXCEEDS 16'. 11. GROUT COUPLINGS ARE ONLY REQUIRED FOR STEEL CASINGS 28" OR LARGER IN DIAMETER. 12. PLACE RECLAIMED WATER WARNING TAPE ON PIPE PRIOR TO STRAPPING ON SKIDS. 13. FOR THE JACKED CASING AT CAMPUS DR. & IRVINE AVE. (SHT. 5), THE ANNULAR SHALL BE FILLED WITH GROUT PER PROJECT SPECIFICATIONS. 14. PERIPHERY CASING TO BE PRESSURE GROUTED AS SHOWN ON DET All AND PER THE SPECIFICATIONS. DESIGN S.O.G. DEC. 1997 PLANS PREPARED BY: ORANGE COUNTY WATER DISTRICT PIPELINE EXTENSION INTO NEWPORT BEACH SHEET NO. DRAWN JOB NO. M.W.B. 1820.010 a-!ECKED DRA'MNG NO. ASL Consulting Engineers One Jenner Street. Suite 200 Irvine, California 92718 10500 ELLIS ,'.VEN..e, FO(M"AJ,I VAJ.l.EY, CA 92708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 MISCELLANEOUS APPURTENANCES 34 ('.) 3' 0 "' 0 0 :-/ 0 0 / ~ / REV. DATE DESCRIPTION APP. T.L.E. (714) 727-7099 714 727-7097 (Fox OF 100 SHEETS z .__ __ _,2 I ,__ REV. FINISH GRADE WARNING TAPE CON SIB I ICTIAN NOTES (D INSTALL VALVE BOX COVER ANO RISER PER DETAIL ffi ~ INSTALL I!' PVC SCHEDULE 40 r.::::J @ INSTALL BUTTERFLY VALVE/RESILIENT GATE WEDGE VALVE (SEE NOTE N0,1) ~ ALL BONNET SCREWS ANO CAP NUTS SHALL BE TYPE 316 STAINLESS STE"EL, STEEi PIPE: @ VALVE SHALL HAVE FLANGED ENOS @=:-NOT REOUIREO (V NOT REQUIRED ~ CML&C STEEL PIPE QI PIPE AND 16" de I ABGER PYC PIPE• @ VALVE SHALL HAVE MECHANICAL JOINT ENOS WITH JOINT RESTRAINT OR FLANGED ENOS ~ 01 SPOOL (PE,PE) OR (fLG,PE) (V 01 LONG PATTERN MECHANICAL JOINT SOLID SLEEVE WITH JOINT RESTRAINT, ~ 01 PIPE (FOR 16" PVC PIPE: 01 SPOOL (PExPUSH-ON) TO TRANSITION TO PVC) 12" AND SUAI I EB PYC PIPE; @ VALVE SHALL HAVE PUSH-ON OR MJ ENOS ULESS OTHERWISE SHOWN ON THE PLANS. ~ NOT REQUIRED (V NOT REQUIRED . ~PVC PIPE GENERAi NOTES· 1, BUTTERFLY VALVES SHALL BE USEO ON ALL MAINS WITH A DIAMETER or 16-INCHES OR GREATER, RESILIENT WEDGE GATE· VALVES SHALL BE USED ON MAINS WITH A DIAMETER or 12-INCHES OR SMALLER 2, VALVE SOOY ANO GEAR BOX SHALL BE CAST IRON OR DUCTILE IRON, 3, ALL FLANGE BOLTS SHALL BE TYPE 316 STAINLESS STEEL COATED WITH ANTI-SEIZE COMPOUND, 4, FOR VALVES IN THE STREET RIGHT Of WAY, THE LETTER "v-r SHALL BE. CHISELLED IN 3• LETTERS, 1/4" DEEP, ON THE FACE or THE CONCRET CURB IN LINE WITH THE VALVE, WHERE # 15 THE NUMBER or FEET THAT THE VALVE 15 orrsET FROM THE CURB FACE, · · · 5, 24-INCH BUTTERFLY VALVES SHALL BE SUPPLIED WITH A WORM GEAR MANUAL OPERATOR SPECIFICALLY DESIGNED FOR BURIED SERVICE 6, CONTRACTOR SHALL BE RESPONSIBLE FOR RAISING VALVE BOXES TO GRADE Af'TER STREET PAVING 7, VALVE ANCHORS SHALL BE PROIVDEO FOR VALVES 16~ ANO SMALLER, VALVE ANCHORS SHALL NOT BE USED ON VALVES WHICH ARE FLANGED TO TEES OR CROSSES WHICH HAVE THRUST BLOCKS, SEE DETAIL@ MAIN LINE VALVE N,T,S, CD Dt~CN DAit S,O,G, DEC, 1996 PLANS PREPARED BY: DRAV>n JOO ND. ASL Consulting M.W.B. 1820.010 Ono Jenner Slrool, Sullo 200 CHECKED DRA'MNO NO. • ~vino, Ccllfornla 92718 T.L.E. !714) 727-7099 DATE DESCRIPTION APP. 714 727-7097 (ro,) I I I I I I 6 1/'r DIA , 1/1!' FLAT PL CENTERING GUIDE 1 ' BELOW TOP OF OPERATING NUT 1/.f!' GEtl.ERAI NOTES ,. AWWA SQUARE OPERATING NUT -1 / 4" DIA STEEL SHAFT EXTENSION MACHINE TO MATCH NUT ~I-· --ADAPTOR TO FIT AWWA ~-SQUARE NUT 1, PROl'IDE VALVE° STEM EXTENSION WHEN DEPTH TO OPERATING NUT EXCE,<;OS 48", FABRICATE EXTENSION TO FIELD MEASUREMENTS, PROVlilE ADDITIONAL· SPACER PLATE WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5 FEET, 2, VALVE EXTENSION SHALL BE or SOLID DESIGN, PINNED COUPLER ARE UNACCEPTABLE, • 3, 'r SQUARE OPERATING NUT SHALL BE AT LEAST 24" BELOW FINISHED GRADE, VALVE STEM EXTENSION N,T,S, BRANCH LINE OR MAIN LINE 12" DIA, ANO SMALLER MAIN LINE ED @-_ 1--BRANCH LiNE 18" AND LARGER ©-. ___ , ---1 TYPICAL CML&C S.P. MAIN LINE CONNECTION CONSTRUCUON NOTES (D 8" DIAMETER SCHEDULE 40 PVC PIPE, 12" MIN MATCH EXIST PAVING MATERIAL @ CAST IRON FRAMES ANO COVERS SHALL BE CIRCULAR, BROOKS NO, 3RT, OR EQUAL, COVER CAST WITH WORD "RECLAIMED", GENERAi NOTES· 1 CONCRETE SHALL BE 560-C-3250, -'V'""'<_..-BRANCH LINE OR MAIN LINE , 12" DIA, ANO SMALLER e--.:~~ ~~~1..---f_ J:111-'-2 -f'-" MAIN LINE_) --- BRANCH LINE 18" ANO LARGER --~ J4• MIN, 6" MAX, TYPICAL D.I.P. MAIN LINE CONNECTION MATER/A/ I /ST (D TEE OR CROSS WITH FLANGED OUTLETS @ FLANGED VALVE -SEE DETAIL EB @ CML&C STEEL SPOOL (fLG, , P.E,) © BUTTSTRAP JOINT PER DETAIL @ @ CML&C STEEL PIPE @ INSULATING FLANGE KIT (NOT REQUIRED If BRANCH LINE 15 PVC PIPE) (i) 0,1, SPOOL (fLG, • P,E.) @ 0,1, LONG PATTERN MECHANICAL JOINT SOLID SLEEVE WITH JOINT RESTRAINT @ NOT USED (@ PVC OR DUCTILE PIPE (j) FLANGED TEE OR CROSS (!} 0.1.P, (!} 0,1, ADAPTER (FLG, x M,J,) WITH JOINT RESlRAINT e VALVE (FLG, , MJ) -SEE DETAIL l"'L'\ (A FLG X fLG VALVE WITH A 0,1, 0 ADAPTOR (fLG X MJ) WILL BE ACCEPTABLE) RECORD DRAWINGS 11-Raoonl D!awlnge '-9 been PfllPlllld bloecl 011 lnfo,n.._, llllbmllld, In part, bvollul!II, W1111Dtlislnfo_,IIIIIICMJdlo bo lllilllllt, AIII.Cct-.g E'l'CJlnllooal11101 IWIJDhotJl&MIIIIODUIIICY, TYPICAL VALVE AND FITTING CONNECTIONS ED 11Df 1Dr8fflll9orom1u1one Wlllall fflllY 111'9baen •WjlD,.-rlnlo --•••m...-. N,T,S. Engineers; J _J :··--•·-.::-··) .. . CONSTRUCTION NOTES (j) INSTALL VALVE BOX COVER AND RISER PER DETAIL ffi ~ INSTALL 8" PVC SCHEDULE 40 'C:J @ INSTALL BUTTERFLY VALVE/RESILIENT GATE WEDGE VALVE (SEE NOTE N0.1) ~ ALL BONNET SCREWS AND C>-P NUTS SHALL BE TYPE 316 STAINLESS STEEL STEEL PIPE· @ VALVE SHALL HAVE FLANGED ENDS @=-NOT REQUIRED (Z) NOT REQUIRED @-=-CML&C STEEL PIPE Pl PIPE AND J 6" & LARGER eYC PIPE· @ VALVE SHALL HAVE MECHANICAL JOINT ENDS WITH JOINT RESTRAINT OR FLANGED ENDS ~ g: ~6~\i'rit:~) MO&J!;ff~E)JOINT SOLID SLEEVE WITH JOINT RESTRAINT. ~DI PIPE (FOR 16" PVC PIPE: DI SPOOL (PExPUSH-ON) TO TRANsmoN TO PVC) J2" AND SMALLER eYC PIPE· @ VALVE SHALL HAVE PUSH-ON OR MJ ENDS ULESS OTHERWISE SHOWN ON THE PLANS. ~ NOT REQUIRED (Z) NOT REQUIRED ~PVC PIPE GENERA!, NOTES· 1. BUTTERFLY VALVES SHALL BE USED ON All MAINS WITH A DIAMETER Of 16-INCHES OR GREATER. RESILIENT WEDGE GATE VALVES SHALL BE USED ON MAINS WITH A DIAMETER Of 12-INCHES OR SMALLER 2. VALVE BODY AND GEAR BOX SHALL BE CAST IRON OR DUCTILE IRON. 3. ALL FLANGE BOLTS SHALL BE TYPE 316 STAINLESS STEEL COATED WITH ANTI-SEIZE COMPOUND. 4. FOR VALVES IN THE STREET RIGHT Of WAY, THE LETTER "V-#" SHALL BE CHISELLED IN 3" LETTERS, 1/4" DEEP, ON THE FACE Of THE CONCRill CURB IN LINE WITH THE VALVE, WHERE # IS THE NUMBER Of FEET THAT THE VALVE IS OFFSET FROM THE CURB FACE. 5. 24-INCH BUTTERFLY VALVES SHALL BE SUPPLIED WITH A WORM GEAR MANUAL OPERATOR SPEClflCALLY DESIGNED FOR BURIED SERVICE 6. CONTRACTOR SHALL BE RESPONSIBLE FOR RAISING VALVE BOXES TO GRADE AFTER STREET PAVING 7. VALVE ANCHORS SHALL BE PROIVOED FOR VALVES 16" AND SMALLER. VALVE ANCHORS SHALL NOT BE USED ON VALVES WHICH ARE FLANGED TO TEES OR CROSSES WHICH HAVE THRUST BLOCKS. SEE DETAIL@ MAIN LINE VALVE N.T.S. ED 6 1 /2" DIA x 1 /8" FLAT PL CENTERING GUIDE 1 ' BELOW TOP Of OPERATING NUT 1/8" GENERA!, NOTES " AWWA SQUARE OPERATING NUT ~ ~ AOAPTOR TO FIT AWWA TSQUARENUT 1. PROVIDE VALVE STEM EXTENSION WHEN DEPTH TO OPERATING NUT EXCEEDS 48". FABRICATE EXTENSION TO FIELD MEASUREMENTS. PROVIDE ADDmONAL SPACER PLATE WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5 FEET. 2. VALVE EXTENSION SHALL BE Of SOLID DESIGN, PINNED COUPLER ARE UNACCEPTABLE. 3. 2" SQUARE OPERATING NUT SHALL BE AT LEAST 24" BELOW FINISHED GRADE. VALVE STEM EXTENSION ©----- N.T.S. BRANCH LINE OR MAIN LINE 12" DIA. AND SMALLER MAIN LINE_/ CONSTRUCTION NOTES CD 8" DIAMETER SCHEDULE 40 PVC PIPE. @ CAST IRON FRAMES AND COVERS SHALL BE CIRCULAR, BROOKS NO. 3RT, OR EQUAL. COVER CAST WITH WORD "RECLAIMED". GENERA!, NOTES· CONCRETE SHALL BE 560-C-3250. BRANCH LINE OR MAIN LINE 12" DIA. AND SMALLER MAJEBW. LIST (j) TEE OR CROSS WITH FLANGED OUTLETS @ FLANGED VALVE -SEE DETAIL ffi @ CML.&:C STEEL SPOOL (FLG. x P.E.) © BUTTSTRAP JOINT PER DETAIL @ ® CML.&C STEEL PIPE ® INSULATING FLANGE KIT ~NOT REQUIRED If BRANCH LINE IS PVC Pl E) (j) D.I. SPOOL (FLG. x P.E.) ® D.I. LONG PATTERN MECHANICAL JOINT SOLID SLEEVE WITH JOINT RESTRAINT ® NOT USED ® PVC OR DUCTILE PIPE QJ FLANGED TEE OR CROSS © D.I.P. @ D.I. ADAPTER (FLG. x M.J.) WITH JOINT RESTRAINT 0 VAlVE (FLG. x MJ) -SEE DETAIL ffi (A FLG X FLG VALVE WITH A D.I. ADAPTOR (FLG X MJ) WILL BE ACCEPT ABLE) TYPICAL CML&C S.P. MAIN LINE CONNECTION TYPICAL D.1.P. MAIN LINE CONNECTION TYPICAL VALVE AND FITTING CONNECTIONS N.T.S. ED RECORD DRAWINGS These Record Drawings hove been prepared based on information submitted, In, port, by others. While this information is believed to be reliable, ASL Consulting Engineers is not responsible for its accuracy, nor for errors or omi,sions which may hove been incorporated into these plans as o resutt. '-' " 0 l---.,...---,----------------,----,,-:,=::-:---,--=::e---,r--------..J----------,r---::::=:::=--r------------------------------:-s:::,~ccEE"""i;1&,i;'.'"-1---------------------------7--:;:SH:;;E~E~T-;N;;0;-_-1 ~ ORANGE COUNTY WATER DISTRICT .. ~ .. ~ c~+~ PIPELINE EXTENSION INTO NEWPORT BEACH ~o::, DESIGN D,TE PLANS PREPARED BY: S.O.G. DEC. 1997 10600 E1.1JS Ave&.E. FOl.t(T~ VALLEY, CA 92708 (714) 378-3200 35 GREEN ACRES PROJECT -PHASE 2 \ ,&/ VALVE AND TYPICAL CONNECTION DETAILS ! " w D11"\0N J08 NO. ASL Consulting Engineers M.W.8. 1820.010 One Jenner Street. Suite 200 Ol[CKED ORA\tl\NG NO. lrvlne, Collfomlo 92718 T.L.E. (714) 727-7099 REV. DATE DESCRIPTION APP. 714 727-7097 (Fox) OF 100 SHEETS z TRENCH WALL PLAN VIEW NOTES: REC~IMED WATER MAIN CONCRETE THRUST BLOCK TRENCH BOTTOM ' 12" (TYP.~ PLAN VIEW CONCRETE THRUST BLOCK TRENCH WALL~j 12i 12" CONCRETE THRUST BLOCK PROFILE VIEW HORIZONTAL BENDS AND TEE'S 1, THRUST BLOCKS / ANCHORS SHALL BEAR AGAINST UNDISTURBED SOIL, BACKFILL COMPACTED TO 1 OOll RE~TIVE COMPACTION OR c~ss 100 E 100 SLURRY. 2. THRUST BLOCKS / ANCHORS SHALL BE KEYED NO LESS THAN 12" INTO UNDISTURBED SOIL OF TRENCH WALL / BOTTOM, 3. THRUST BLOCKS / ANCHORS CONCRETE SHALL NOT BE POURED ON Afr< FITTING BOLTS OR FASTENERS, 4, MINIMUM CONCRETE COVER FOR REBAR SHALL BE 3", MINIMUM CONCRETE COVER AT HOOKS SHALL BE 4", 5. PORTIONS OF REINFORCING STEEL NOT EMBEDDED IN CONCRETE SHALL BE COATED WITH 80 MILS OR MORE OF COLD APPLIED BITUMASTIC MATERIAL, 6. ALL FITTINGS (BENDS) SHALL BE EITHER "TRFLEx" OR EOUAL OR MECHANICAL JOINT DUCTILE IRON FITTINGS FITTED WITH MEGALUG (OR APPROVED EQUAL) JOINT RESTRAINTS, TRENCH BOTTOM REDUCER REC~IMED (RESTRAINED) WATER MAIN 12" (TYP,) TRENCH SIDEWALL PROFILE VIEW PLAN VIEW 1/2" DIA. REINFORCING STEEL REDUCER RESTRAINED BEND 3/8" THICK FELT PAPER SEPARATION (BARRIER) CONCRETE ANCHOR TRENCH BOTTOM PROFILE VIEW VERTICAL BENDS . TEST PRE~SURE IS 225 PSI. 7. ALL MECHANICAL JOINTS SHALL BE BONDED PER DETAIL @ THRUST BLOCK DETAIL 8, THESE THRUST BLOCKS ARE REQUIRED AT ALL FITTINGS AN; 1 BENDS GREATER 18" & LARGER PIPE CD THAN 4' ANO ARE IN ADDITION TO THE RESTRAINED JOINTS CALLED FOR N,T,S, ON THE P~NS, GENERAL NOTES 1. PRESSURE TEST SHALL BE PERFORMED IN ACCORD WITH CONCRETE CURING REQUIREMENTS, CONCRETE SHALL BE 560-C-3250, 2, THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED SOIL, ~ACKFILL COMPACTED TO 100ll RE~TIVE COMPACTION, OR CLASS 100 E 100 SLURRY, 3, BEARING AREAS L X H ARE COMPUTED FOR TEST PRESSURES OF 225 PSI IN MAINS ~ID IN A COHESIONLESS SOIL (C•Ol WITH INTERNAL ANGLE OF FRICTION OF 3T, A UNIT WEIGHT OF 110 PCF, ANO AT LEAST 36" OF COVER. 4, BEARING AREAS L X H SHALL BE APPROVED BY THE DISTRICT WHERE ~NS: (A) BEAR AGAINST WEAKER SOIL THAN DESCRIBED ABOVE, (B) HAVE LESS THAN 36" OF COVER, OR (C) ARE NOT REPRESENTED BY A FITTING OR SIZE SHOWN HEREON, 5, L IS APPROXIMATELY EQUAL TO H FOR SMALLER THRUST BLOCKS, L IS GREATER THAN H FOR ~RGER THRUST BLOCKS, H SHALL NOT EXCEED TRENCH HEIGHT, THRUST BLOCK BEARING AREA L x H IN SQUARE FEET nmNO I< SIZE D£A0 ENO TEE OR CROSS 9a• BEND 45' BENO 22 1/2' BEND 11 1/4' BEND 4 2,5 3,6 3.6 1,9 1.0 0.4 , ' " , L /:.!: :wr • iE r ~ .,y,w►.~. .,~~ ---¾\ {~ ·•· ·• 1.i· _j r:~!,~ :i{y ' ' . , ~ . . ~< TEE CROSS L 22 1 /2· BEND REC~IMEO ATER MAIN 6" 5.5 7.9 7.9 4,3 2,2 1,0 8" 10.0 14.1 14,1 7,6 3,9 1,9 90' BEND 11 1 /4• BEND TYPICAL THRUST BLOE;K 12· 22,5 31.8 31,8 17,2 16" 39,9 56.4 56.4 30,6 8,7 4,3 15,6 7.8 THRUST BLOCK DETAIL 16" & SMALLER PIPE N,T,S, ED CONSTRUCTION NOTES :,: REC~IMEO WATER MAIN "-._5• HOOK VERTICAL BEND ANCHORS CD 1/2" DIAMETER REINFORCING STEEL WITH 4" MIN CONCRETE COVER AT HOOKS @ 3/6" THICK FELT PAPER SEPARATOR BARRIER, @ COAT REBAR WITH 80 MILS OF COLO-APPLIED BITUMASTIC WATER-PROOFING COMPOUND, GENERAi NPIE5 1, REC~IMEO WATER MAIN PRESSURE TESTS SHALL BE PERFORMED SUBSEQUENT TO THE CURING REQUIRED IN FOOTNOTE 1 OF THE CONCRETE c~ss USE TABLE, STANDARD SPECIFICATIONS , SECTION 201-1,12,(GREEN BOOK) 2, ANCHOR BLOCKS, WHERE REQUIRED, SHALL BE POURED AGAINST UNDISTURBED SOIL, BACKFILL COMPACTED TO 100ll RE~TIVE COMPACTION OR c~ss 100 ElOO SLURRY, 3, DIMENSIONS L, H, ANO W ARE COMPUTED FOR TEST PRESSURES OF 225 PSI IN ~NS ~ID IN SANDY SILT WITH AT LEAST 3 FEET OF COVER, 4, DIMENSIONS L, H, ANO W SHALL BE APPROVED BY THE DISTRICT FOR THOSE REC~IMED WATER MAINS WHICH (A) ARE NOT POURED AGAINST UNDISTURBED SOIL, COMPACTED BACKFILL, OR SLURRY; OR (B) ARE NOT REPRESENTED BY A FITTING SIZE SHOWN HEREON, 5, JOINT FASTENERS SHALL NOT BE EMBEDDED IN CONCRETE. 8, PORTIONS OF REIFORCING STEEL NOT EMBEDDED IN CONCRETE SHALL BE COATED WITH 80 MILS OR MORE OF COLD APPLIED 8ITUIAASTIC MATERIAL. ANCHOR BLOCK DIMENSIONS L•H•W IN n FITTING & SIZE 11 1/4' BEND 22 112' BEND 45' BEND 4• 2,0 2.4 3,0 6" 2,5 3.1 3.8 6" 3.0 3.7 4.6 12" 3.8 4.8 5.9 16" 4,6 5.7 7.0 ANCHOR BLOCK DETAIL BUTTERFLY VALVES TRENCH BOTTOM N,T,S, 2 I-BEDDING _i 6" MIN ,,...,--GROUND SURFACE T VERTICAL REB 2J MIN 36" MIN 12"± 01 H-1-.,fr~IJ--H HORIZONT RE TRENCH BOTTOM PROFILE VIEW (N,T,S,) PLAN VIEW (N,T,S,) GENERAi NOTES 1, THRUST BLOCK CONCRETE SHALL BE 560-C-3250 2, INSTALL 64 REBARS USING GRADE 30 STEEL, 3. THRUST BLOCK SHALL BE KEYED INTO UNDISTURBED SOIL USING THE DIMENSIONS FOR BOTTOM KEY (BK) AND SIDE KEY (SK) SPECIFIED IN THE TABLE BELOW, 4, DESIGN VALUES FOR THRUST IN POUNDS ARE FOR A 225 PSI TEST PRESSURE. 5, DESIGN VALUES FOR THRUST BLOCK DIMENSIONS ARE CALCU~TED ASSUMING A COHESINLESS SOIL (C•O) WITH AN INTERNAL ANGLE OF FRICTION OF 37 DEGREES AND A UNIT WEIGHT OF 110 PCF, WHEN THE SOIL CONDITIONS UNDER CONSID- ERATION INDICATE WEAKER PROPERTIES, VALUES. IN THIS DETAIL 00 NOT APPLY ANO SPECIAL CALCU~TIONS SHALL BE PERFORMED, 6, THRUST BLOCK CONCRETE SHALL NOT BE POURED ON PIPE ON EITHER SIDE OF THE REDUCER OR ON ANY FITTING BOLTS. 7, MINIMUM CONCRETE COVER FOR REBARS SHALL BE 3", THRUST BLOCK BEARING AREA L x H IN SQUARE FEET REDUCER SIZE THRUST WIDTH HEICHl aonou KEY SIDE KEY THICKNESS 01 X 02 !IN) LBS W (IN) H IN) BK (IN\ SK IIN\ 1H /IN\ 1-,• y Ir\" '" .. IR •• ,., .. Y. , .. Q 6 X 4 4 4·, '" I? Q REDUCER THRUST BLOCK N.T,S. DETAIL® 1-6" MIN • • ' ' ...... .,..,..-'"''i..' ;\;:~·}J: ...... ; :-::,-~~.:· ..... ·._'"/f :: ~ TOP VIEW SECTION GATE VALVES TRENCH BOTTOM 3 CONSTBl/9DON NPIES SIDE VIEW CD PORT~ND CEMENT CONCRETE BLOCK MIX 560-C-3250 @ REBAR GRADE 60, 64, SEE NOTE 1. @ NO CONCRETE SHALL BE POURED ON VALVE TO PIPE JOINT, ..,,, • I '· ''' • t I ' ••• •. 1-6" MIN ' • 0 ·I•····.,.; ,I •. ' -~, •• : •... ·: i ... • ,·: ..... TOP VIEW GENERAi NOYES· SECTION 1, ALL ANCHOR RODS ARE TO BE COVERED WITH BITUMASTIC COMPOUND, 2, THE .~NCHOR BLOCK ·SHALL BE KEYED NO!CESS THAN 6" INTO UNDISTURBED SOIL OF THE TRENCH WALL AND NO LESS THAN 6" INTO THE TRENCH BOTTOM, 3, ANCHORS ARE TO BE INSTALLED ON ALL VALVES 6" AND ~RGER, UNLESS OTHERWISE NOTED ON P~NS, 4, VALVE ANCHORS SHALL NOT BE USED ON VALVES WHICH ARE F~NGED TO TEES OR CROSSES WHICH HAVE THRUST BLOCKS, VALVE ANCHOR N,T,S. CD ORAV,,,, M.W.B. JOO NO. 1820.010 10800 ELLIS AVENUE, FOUNTAN VALLEY, CA 92708 (714) 378•3200 36 i THRUST BLOCKS & VALVE ANCHORS <O CHECKED DRA'MNQ NO. -c'. REV, DATE DESCRIPTION APP, T.L,E. OF 100 SHEETS z I _j L GROUND SURFACE / GROUND SURFACE ZONE A / / / / / / ¥.,'}.;.'f>l)<:XX ///// ///// ///// ///// ///// /ZONE B, ///// / /I // ;, / ;, / / /. ///// / ZONE B• ///// ///// ///// ///// ////I ///I\ /// //2 /// // /,, I / REV, CATE "{x1STINO / J~WjR/ //// //// /// /// // // / / EXISTING SEWER / I -'2 /IT ,, / / /1 ,, / / / /I/// ///// ///// /I/// /l//(c ZONE CONSTRUCTION REQUIREMENTS FOR NEW RECLAIMED WATER Al I NO SPECIAL REQUIREMENTS B □ THE RECLAIMED WATER MAIN SHALL BE CL.ASS 52 0.I.P., CML STEEL PIPE WITH WELDED JOINTS OR CLASS 200 P,V,C. PIPE· (SDR-14), c~ THE RECLAIMED WATER MAIN SHALL BE CL.ASS 52 D.I.P,, CML STEEL PIPE WITH WELDED JOINTS OR CL.ASS 200 P,V,C, PIPE (SOR-14), THERE SHALL BE NO JOINTS IN THIS ZONE, R~ RESTRICTED, NO RECLAIMED WATER MAINS WILL BE ALLOWED WITHOUT WRITTEN STATE HEALTH DEPARTMENT APPROVAL; p~ PROHIBITED, NO RECLAIMED WATER MAINS ARE TO BE CONSTRUCTED IN THIS ZONE. SEPARATION CRITERIA FOR WATER/RECLAIMED WATER/SEWER 8 ~ CONCRETE SUPPORT WALL TO BE PLACED AGAINST UNDISTURBED GROUND N,T,S, D A __i VI/ I// ;, {.(, / .E~j!io '/11'l-1 ///// //I// I/I/I //I// ///// ///// / ZONE B' ///// ///// 8" EXISTING WATER GENFBAI NOTES· N 1, THIS DRAWING DOES NOT INDICATE CONSTRUCTION REQUIREMENTS WHEN EXISTING SEWER IS A FORCE MAIN, 2, THIS DRAWING ASSUMES THAT NO SPECIAL CONSTRUCTION METHODS HAVE BEEN. USED FOR EXISTING WATER/SEWER PIPELINES. ED SECTION A-A CROSS SECTION NOTE: ZONE A N NEW VCP EXIST, SEWER • -rn-1_1l"i" NEW RECLAIMED WATER MAIN 1 1' MIN, ..,.~ r-- --1--:.--;. »':::..:,,.F ~~:!_N,1.=~,..\:'.;__.._, __ ,_,.::_..::._..-1,-_.."""'----li j-1• MIN, ------------I / I CL 52 0.I.P-NO JOINTS 6" LENGTH AS REO'O, SLURRY BACKFILL TRENCH (100-E-100) -.. -. .,.... JOIN EXIST, SEWER 'fo--1-REPAIR COUPLING WI ADJUSTABLE STEEL SHEAR RING llANO SEAL OR APPROVED EQUAL (TYP. BOTH SIDES) -3/4" CRUSHED ROCK AGGREGATE PER SECT, 200-1.2 (STD. SPEC, 1 PUBLIC WORKS CONSTRUCTION) TYPICAL SEWER LATERAL RELOCATION DETAIL N,T,S, BACKFILL ABOVE PIPE ZONE PER DETAIL@ BAND SEAL REPAIR COUPLING WITH / STAINLESS STEEL SHEAR RING DUCTILE IRON , PIPE TRANSITION, (REC'D, WHERE EXIST. SEWER LATERAL CROSSES OVER NEW • RECLAIMED WATER MAIN AND IS BROKEN IN THE COURSE OF CONSTRUCTION) EXISTING PAVEMENT V INSTALL 1-SOLIO PIECE OF 0,1, I SEWER PIPE, (REQ'O ONLY IF EXIST, SEWER LATERAL IS BROKEN,) EXIST. SEWER LATERAL ABOVE NEW RECLAIMED WATER MAIN CONCRETE ENCASEMENT PER DETAIL@ / EXIST. SEWER LATER~ BELOW ' . .. '•. ' • ., . . •,, . ; . •'. . / NEW RECLAIMED WATER MAIN -----, 1, SUPPORTING WALL SHALL HAVE A FIRM BEARING ON THE SUBGRAOE AND AGAINST THE SIDE Of THE EXCAVATION PAINT STEEL. POST YELLOW ANO r-- - - - - ., -4--:-:--:--~------:-:-.:---·:-:' Q.. - - - - - .i ..... ...:.;:... -:... -.A-- - ---· -_:, -...,;--·--· ---..D 2, PREMOLDED EXPANSION JOINT FILLER PER ASTM D-1751-73 TO BE USED IN SUPPORT FOR STEEL PIPE ONLY 3. If TRENCH V.,OTH IS 4 FEET OR OREA TER, MEASURED ALONG CENTERLINE or EXISTING PIPE, CONCRETE SUPPORT MUST BE CONSTRUCTED PIPE SUPPORT DETAIL N,T.S, ED DESIGN DAit S.D.G. DEC, 1996 DRAll!i JOO NO, M,W.B. 1820,010 CHECKED DRAl\1NG NO. DESCRIPTION APP, T,L.E. SECTION 8-8 PLANS PREPARED BY: ASL Consul.ting One· Jenner Slreel, Sulle 200 Irvine, Calllarnla 92718 (714) 727-7099 (714) 727-7097 (Fax) Engineers STENCIL WITH 'i' HIGH BL.ACK LETTERS THE STATION OF EACH CORRESPONDING STRUCTURE, -• • • ' '. • 4 •• ' ' • ' WHERE CLEARANCE BETWEEN NEW ' • • ' • " • • • ·' • ff' SANO CUSHION COMPACTED TO 90ll RELATIVE· COMPACTION RECLAIMED WATER MAIN & EXIST. SEWER MAIN , IS LESS THAN 1 'i', CONSTRUCT CONCRETE ENCASEMENT, AS SHOWN Gl'.JARD POST N.T,S, CD :CiRANGE COUN,TY WATER DISTRICT ,~1oiioo EU.18,AVENUE..FOUNTAtl.VAUEY, OA 9~70B. (714) 3711-3200 GREEN·ACRES PROJE,CT -PHASE 2 1 !.. ' •• • ' '' • _· 1 • ' • CONTRACT NO. GA-97-1 TYPICAL TRENCH SECTION & SEWER LATERAL ENCASEMENT AT 90' 1~_;,;_RSECTION ED RECORD DRAWINGS 'n-Aald~MWlllln-.Sbaadonlll<a11•: ~ In -tJtaa... Wllltbl.llDH .... llblll ill" ba 111111111,ML~---ll lllll lllllCJlillllllll'·-• atar-or~-....,IIMllllnHJOi\i)NllidlMa IIIINlllllll•■IIIIUI, SHEET NO. PIPELINE EXTENSION INTO NEWPORT BEACH MISCELLANEOUS DETAILS 37 or 100 SHEETS ). \g 0 ,,; 0 0 3-0 ~ N 10 ;;, ii Is r MIN. FLAT BELL SECTION FIELD APPLIED CEMENT MORTAR -1·-11/'l'- ~' . •, .:·· ·t. ;;,· >-,. EXISTING CENTRIFUGALLY APPLIED CEMENT MORTAR LINING MIN, .. ,, .... "•,· ..... ;, ... , ' •• .. : .. ,·' •·. ' . . ... ,· ... •· .•: ..• FIEl,D APPLIED CEMENT MORTAR STEEL PIPE WELD DETAILED INSIDE WELD AT CONTRACTORS OPTION FOR 24" PIPE & LARGER CHIP MORTAR LINING AS REQUIRED FOR WELDING N,T,S, \!~\~\ti\ )S~W -~1f i :ii\t~I\:~\fi- ;_' :·~-i~i ·~ 1/4" ALTERNATIVE INSIDE WELD RUBBER GASKET FIELD MORTAR STEEL PIPE FIELD WELDED CARNEGIE JOINT CD N,T,S, CEMENT MORTAR POURED IN FIELD CONT, 1/4" STL, ROD PLACED & WELDED IN FIELD (OMIT IF INSIDE WELD IS USED) WELD PLUG. TO CPLG, ENTIRE LENGTH FIELD APPLIED C_EMENT MORTAR 'I' X 4" X 12 GA, W,W,M, TACK WELD TO CPLG, 6" HVY, STEEL COUPLING AND STEEL PLUG •, 'I• •,I• • •' • ,• ••.,•.,:•,•,•.•••• . ; '.' :.: ..... : .: ', ' ·.·• :, ·, ~- REINFORCEMENT CAGE SEE SPECS, FIELD MORTAR. 21'.. PIPE & SMALLER· DAUB.· BELL END OF LINING\ BEFORE ;SfABBING. THEN SWAB< SMOOTH;-24" & LARGER;-POINT: AFTER BACKFILL TYPICAL 'HANDHOLE ED (2. REQUIRED EACH BUTT STRAP.) -BONDING CLIPS REO'D, PER EE DETAIL RIGHT) CEMENT MORTAR POURED IN FIELD f\f-3/4"' MIN, MORTAR COATING .... \, '"'""''': -1/2" MIN, CENTRIFUGAL MORTAR LINING LYTHERM FILLER STRIP \ 1' IPE DIAMETER CONCRETE AS REO'D OR WELDING (TYP) BONDING CLIP NOTES SIZED. SPIGOT RING ARNEGIE,SHAPE M-3516 UBBER GASKET 1, BO~DING CLIPS SHALL BE LOCATED AT THE SPRING'LINE OF THE PIPE, 2, BONDING CLIPS SHALL BE MADE Of ASTM A366 STeEL WITH A CUT LENGTH Of 2-1/2-INCHES AND WIDTH Of 1-1/4-INCH, STEEL PIPE CARNEGIE JOINT .WITH BONDING·.··cup 3, L YTHERM • FILLER STRIP SHALL BE 1-INCH X 1-1/2~INCH WIDE TO OVERLAP SIDES OF CLIP CONTRACTOR SHALL • CRIMP BONDING CLIP OVER FILLER AT PT, "A" TO COMPRESS FILLER, N,T,S, 21-6" -:!j, ~ 2" MAX, TYP, 4" TYP, 2" X 4" X 12 GA. W,W,M. TACK WELD TO BUTT-STRAP FIELD APPLIED CEMENT MORTAR PL. SAME THICKNESS AS STEEL SHELL ft MIN, - 1 O" MAX, BUTT STRAP CONNECTION DETAIL CD N,T,S. \\EDGES 1' BOLT THRU 2"X4' DOUGLAS FIR SECTION A-A (TYPICAL FOR CROSS BRACE) N,T,S, 3 EQUAL SPACES . / COATING AS REQUIRED -~ i,,, ~ CHIP MORTAR AS REO'D, FOR WELDING 21-6" -~ / ~ LOCATION or FIELD INSTALLED CROSS/ _J BRACES FOR PIPE TO BE ENCASED, ◄ A NPIESt 1, CROSS BRACING 'REOUIREO AT ALL CONCRETE ENCASEMENTS AND IN SHOP LINED CEMENT MORTAR PIPE ANO SPECIALS BEFORE SHIPMENT, REMOVE CROSS BRACES AFTER BACKFILL IS COMPLETE, CROSS BR:r~~ DETAIL CD \;' i---,--.,.-------------T--roc1iioii'-ir-iiATt"-,----------"--------,r-::::::;:;s::::--T---------------------------i:::.cic""i,~-T-------------------------r-:s;::H:;:EE~T~l;,I0~.-1~ PIPELINE EXTENSION INTO NEWPORT BEACH §' DESIOH DAit ct , s.o.o. DEC. 1996 PLANS PREPARED BY: ORANGE COUNTY WATER DISTRICT DRAIIN JOO ND. ASL Consulting M,W,8, 1820,010 Ono Jonnor. Stroot, Suite 2DO CHECKED ORA\MNG ND. Irvine, Collfornlo 92718 T.L.E, (714) 727-7099 REV, DATE DESCRIPTION APP, (714) 727-7097 (fox) Engineers: 10500 ELLIS AVENUE,-FOUNTAtl,VALLEY, CA 9~708 (714) 378•3200 .GREEN.ACRES PROJECT -PHASE 2 ~-CONTRACT NO. GA:-97-1 o c,~11(1; f ? STEEL PIPE DETAILS OF 38 6 0 6 01 ., -Of" 100 SHEETS ii I~ II_ SECTION or PIPELINE BEING PRESSURE TESTED STEEL PL .. l/.*.+-,---14• AIR VENT WITH GATE .-AND CHECK VALVES 2: 1 SEl,0-ELLIPSOIDAL--... TEST HEAD ...__ MORTAR LINING l 6" DRAIN WITH GATE AND CHECK VALVES MORTAR LINING '--~\_" COATING AS SPECIFIED SEE TYPE I OR TYPE II DETAIL TEST BUL~~-~-AD DETAIL CD NOt.41NAL NOMINAL REINFORCEMENT t.4AIN LINE BRANCH TYPE SIZE SIZE (IN.) (IN,) 24 4 COLLAR 24 6 COLLAR 24 8 COLLAR 24 12 WRAPPER 24 24 CROTCH PLA TIE RECORD DRAWINGS 'llllltAtClllftlD!lll!Vlwbein~1111111011-11ot:1&, ~~PIii, IIJOIIIIII. Wllllolhlo.lnlomllllon ll~IObe ~--II noC l'tlijOIIIIIIMllelCIQlo,, IIO!llrlllllllllltlftllllanl lilNalt miy lawbeln ll00lp0nlltll 111111 111111111111111 I 111111, Dlt.4ENSIONS t w (IN.) (IN,) 0,25 2.00 0,25 3,00 0.25 4,00 0,25 6.00 N/A N/A MINIMUt.4 MORTAR LINING (IN,) 1\4 1\4 1\4 5\16 1\2 TEST HEAD, FOR DETAILS NOT SHOWN SEE TYPE II "I' THICK BAR 2" 2" MIN, MIN, TEST BULKHEAD WITHIN PIPE SECTION TYPE I BUTT STRAP OR CALCULATE THICKNESS BY A,S,M.E, BOILER AND PRESSURE · VESSEL CODE, PRESSURE VESSELS DIVISION 1 •,06 1.0, PL (MIN,) /2" MIN, 1,3t EXPANDED BELL l-!-1~-1 DRILL &: TAP 4 HOLES EQUALLY SPACED, PLUG WELD HOLES ON C0t.4PLETION or TEST. TEST BULKHEAD AT END OF PIPE SECTION 3/8" (MIN) \ is \a 'id MORTAR LINING 1,0, PL. TYPE U SLIP-ON FLANGE BOLT Hoi:Es, JO STRADDLE It ' 1/.16' NON-ASBESTOS GASKET 4', 6", 8", OR 12" RW GATE YALVE 8 MIL POLYETHYLENE SHEET (DOUBLE ·IYRAP) 4", 6", 8", OR 12" BLIND FLANGE, REMOVE• FOR EXTENSION BO~T STUD W/2 NUTS NOTES: 1, COAT ALL EXPOSED SURFACES ,WITH BITUMEN AND DOUBLE WRAP LOOSELY WITtl. 8 · t.41L POL YE·T~YLENE••SHEET. • • 2, "t" INDICA TIES THE THICKNESS 'OF., THE 3/4" MIN ~ORTAR COATING STEEL PIPE AT THE.STATION WHERE, USED, . • . 3. LENGTH or OUTLET ,SHALL BE. 13" t.4!N UNLESS OTHERWIES SHOWN ON PLANS. 4", 6", 8" AND 12'.' FLANGED OUTLET CONNECTION DETAIL N,T,S. (SIZE + 1/2') x SIZE REDUCIN INSULATING BUSHING SIZE + 1/2" X-HEAVY HALF COUPLING --.. ----------------- MORTAR LINED AND ----~ COATED STEEL MAIN / COPPER PIPING -I--.'. CORPORATION STOP BALL VALVE PLACE MORTAR TO BOTTOt.4 or INSULATING BUSHING FOR OIP REFER TO DETAIL @ WELD INSIDE ALL AROUND PRIOR TO MORTAR COATING CONNECTION TO CML&C STEEL PIPE CD N,T.S, ~.\-- NOTE: METER BOX WITH STEEL TRAFFIC LID ~111:J' c:::::l l=::::illls y Ii;: TIP, BASE.OF 3/4" CRUSHED ROCK (TYPE 2) 4" CML&:C STL, PIPE 4" 90" ELBOW, FLANGED THRUST BLOCK POURED AGAINST UNDISTURBED EARTH \.. --.::::S.., 4" FLANGE CML&:C STEEL SPOOL \.. ......____ 4" RW GATE VALVE '---~ STEEL WELDING CAP CLASS PER PLANS '---~ 6" OUTLET W/ 2" PLUG ALL BURIED ,STEEL PIPE TO BE CDA TED PER.'oSTD, SPECS. • TEMPORARY BULKHEAD & BLOW-OFF DETAIL N.T,S, ~ 1---r--,-------------,---,-~:E.""-r-'"""'1:'.m'--r------------:-:----,---:;::;:;,:;:;,--r--:---------,,:-----:--------....i.----~::cr,.;~-.-----------------------T--;s;::H ; . E E : : ; T ~ N : o : " " . -Ii PIPELINE EXTENSION INTO NEWPORT BEACH 0 DESIGN om ORANGE COUNTY VV'A TER DISTRICT CL I S.O.G. DEC. 1996 PLANS PREPARED BY: DRAl\ll JOO NO. M.W.B. 182D.010 CHECKED DRA'MNO NO. REV, DATE DESCRIRTION APP. T.L.E. ASL Consulting Engineers 1oeoo ELLIS AVENUE. FOUNTA!t-! .VALJ.E.Y, CA ~1oa'· (714) 378•3200 GREEN: ACRES PROJECT -One Jenner Street, Suite 200 PHASE 2 Irvine, Cclllornla 92718 CbNTRACT N(J. GA~~7-1 (714) 727-7099 (714) 727-7097 Fax) STEEL PIPE DETAILS OF 6 39 ~ N ., OF' 100 SHEETS ~ ,. I I 1· ffi ~ l I i ::i "' z ., . I • 11. C!) 0 I Ii z ,.. i~ cw g J: (I) ~ CONCRETE TEST ---, BOX SEE OETAIL ® >--CURB --ROAD PAVING BRASS TAG (TYP) (1-1/2" DIA x 1/16") DIE STAMPED WITH SIZE, IAATERIAL, AND SERVICE (EXAMPLE: 24', CMLCSP, RW) 2"PIIC CONDUIT (SCH, 40) WARNING TAPE 2-No, 8 HMWPE PIPE LEAD WIRE __.-18" SLACK LOOP (TYP) D~+-------:ALUMINO-THERMIC WELD, (TYP) SEE DETAIL W ~ TWO-WIRE TEST STATION G) CONCRETE TEST BOX SEE DETAIL ®--7:J!i!~:'J'."'-::{' 24" (MIN,) BRASS TAG (TYP) (1-1/2" DIA x 1/18") DIE STAMPED WITH SIZE, MATERIAL, AND SERVICE (EXAMPLE: 24", CMLCSP, RW OR 42", STEEL CASING) 2"PVC CONDUIT (SCH, 40) N,T,S, i_;: r-- >---CURB .---ROAD PAVING ~--WARNING TAPE 2-No, 8 HMWPE CASING LEAD·. WIRE 2-No. 8 HMWPE PIPE LEAD WIRE 18" SLACK LOOP (TYP) ,,,,---.ALUMINO-THERMIC WELD, (TYP) SEE DETAIL W ~ CASING TEST STATION CD N,T,S, TEST LEADS TO TEST BOX SEE DETAIL 8 INSUI ATINO M&TERIAI 5• GASKET -TYPE "E" NEOPRENE FACED PHENOLIC 2-No, 2 Ht.lWPE PIPE LEAD WIRES INSULATING WASHER ANO STEEL WASHER (TYP) ALUMINO-THERMIC WELD, ((10 DETAIL 5 41 SLEEVE -010 LAM, GLASS WASHER -010 LAM, GLASS INSULATING GASKET (FULL FACED) BOTH FLANGES FILL ALL VOIDS WITH INHIBITED PETROLATUM BLEND PRIMER WRAP WITH THREE LAYERS (50~ OVERLAP) FIBER FELT SATURATED WITH PETROLATUM, FORM TO IRREGULAA SURFACES, OUTER WRAP W/50 GAUGE POL YVINYLIDENE CHLORIDE (BELOW GROUND)/POLY-PLY OR EQUIVALENT, \_.-.-.---18" SLACK LOOP (TYP) THREADED STUD 4" TYP, INSULATING SLEEVE (FULL LENGTH) ® ® ' STEEL WASHER ~U~ L (BOTH SIDES) INSULATING WASHER (BOTH SIDES) BURIED INSULATING FLANGE AND TEST STATION N,T,S, CONCRETE PAD 2' x 2' x 6" THICK IN UNPAVED AREA ONLY I 8" MIN, SLACK WIRE IN BOX (TYP ALL WIRES) 2-No, 2 HMWPE PIPE __ __...- LEAD WIRES 2-No, B HMWPE PIPE __ ., LEAD WIRES TAG LEGEND WIBE SIZE A No, 8 Ht.lWPE B No, 2 Ht.lWPE C No, 8 Ht.lWPE 0 No, 2 Ht.lWPE NOTE: 1, SEE GENERAL CP NOTE No, 4, TAG IP (EXAMPI E) 2,4" '. C,MLCSP, RW 24". CMLCSP, RW 24" CMLCSP, • RW 24" CMLCSP, RW CONCRETE TEST BOX SE°E DETAIL ~ ~ IN.SULATOR TEST BN~.~ WIRING DIAGRAM® ,--------2 OR 4-No, 10 HMWPE SEE WIRING --~ DIAGRAM 8 R/W 24" (MIN,) 2"P\IC CONDUIT (SCH, 40) CURB I I I I I I I I L ___ .J 24" PIPE ANODE LEAD WIRES ROAD PAVING WARNING TAPE 2-No, 8 Ht.lWPE PIPE LEAD WIRE 18" SLACK LOOP (TYP) ALUMINO-THERMIC WELD, (TYP) SEE DETAIL ® CLUSTERED ANODE SEE DETAIL ffi NOTE: 1, SEE GENERAL CP NOTE No, 5, TEST ST A TION WITH CLUSTERED ANODES N,T.S. CD No, 4 REBAR (TYP) CONCRETE• ;PAO 2' x 2' x 6" THICK IN UNPAVED' AREA ONLY CONCRETE TEST~X PER DETAIL 6 41 18" MIN, SLACK WIRE IN BOX (TYP ALL WIRES) NOTE: RECORD DRAWINGS 2 OR 4 No, 10 HMWPE ANODE LEAD WIRES NATIVE SOIL ,,_ Raoold llnlwtngi, IIMbaeff-.S 1111111 on lIioc1I11t1011 Ulfflltlld. In part,byotllffl, Whlillthl&.~l!J.11-.W lltbelMdlO bo l'lllilllt,AliC0oneultlflaE,vnoarlllno116iilXll ... lorll_, l'lll'IDrlffllra or~ wllllli 1111Y lllwlt IN! 1111 )II I I J lxtJ t!IMl)llnl ■IIIIUII, 1, '.SEE GENERAL CP NOTE' No, ,4, 2, , NO BRASS TAGS REQUIRED ON ANODE LEAD WIRES, 3, 4 ~~ODES FOR OPTION B ONLY, • ANODE TEST STATl~T~.-WIRING DIAGRAMED R/W ROAD PAVING R/W I WARNING TAPE I ii I I 24" __.-2-No, 10 HMWPE PIPE-TO-ANODE LEAD WIRE I I 12' (MIN,) 2"P\IC CONDUIT (SCH. 40) 18' SLACK LOOP (TYP) I I I ALUMINO-THERMIC WELD. (TYP) SEE DETAIL W 11 I NOTE: ~l/11 -------CLUSTERED ANODE SEE DETAIL ffi I , 16" DIA 41 1, THIS DETAIL APPLICABLE TO OPTION B ONLY (STEEL), CLUSTERED ANODES INSTALLATION (NO TEST STATION) N,T.S. GENERAL CATHODIC PROTECTION NOTES 1, FOR PURPOSES OF CATHODIC PROTECTION, THIS PROJECT HAS BEEN BROKEN INTO TWO SECTIONS: NORTH REACH AND SOUTH REACH, CD -NORTH REACH (STA. 1+00 TO 148+40) HAS TEST STATION INSTALLATIONS ONLY (NO ANODES), ~ -SOUTH REACH (STA, 148+4D TO 165+70) HAS TWO DIFFERENT CATHODIC PROTECTION SYSTEMS DEPENDING ON PIPE MATERIAL, OPTIONS: OPTION A: OPTION B: 0.I,P, (OIELECTRICTALLY COATED PIPE) -HAS FIVE TEST STATIONS, THREE WITH DUAL CLUSTERED ANODES. SIX ANODES· TOTAL, (SEE LIST ON SHEET 41), CML&CSP (CONCRETE COATED PIPE) -HAS FIVE TEST STATIONS AND 12 DUAL CLUSTERED ANODES (SEE LIST ON SHEET 41 ), 2, ALL IAATERIALS AND INSTALLATION METHODS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATIONS SECTION 16641, 3, UNLESS OTHERWISE NOTED, DRAWINGS ARE NOT SHOWN TO SCALE, 4, CORROSION TEST STATION NOTES: A, ALL TEST STATIONS SHALL BE THE AT-GRADE TYPE WITH A CONCRETE TEST BOX SUITABLE FOR VEHICULAR TRAFFIC. B. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX, C, BOTTOM OF TEST BOX SHALL BE NATIVE SOIL, DO NOT PLACE ROCK, GRAVEL OR SAND IN TEST BOX. D, A CONCRETE PAD (24" SQUARE x 6" THICK) AROUND TEST BOXES ARE REQUIRED IN UNPAVED AREAS, E, JACK ANO BORE WIRES UNDER PAVEMENT WHERE REQUIRED. 5, ANODE BEDS SHALL BE INSTALLED JUST INSIDE PROJECT RIGHT-OF-WAY AND BEYOND SIDEWALK, 6, CONTRACTOR SHALL DOCUMENT ALL CHANGES FROM THESE DRAWINGS ANO SUBMIT "AS-BUILr DRAWINGS TO THE CONSTRUCTION IAANAGER PRIOR TO COMPLETION OF THE WORK, 7, NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS SPECIFICALLY APPROVED BY THE DISTRICT, 8, WIRE CONNECTIONS TO PIPE SHALL BE IAADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET '41, ATTACH 1 WIRE PER ALUMINO-THERMIC WELD, ALL WELDS MUST BE SEPARATED BY 6" MINIMUM, 9, ALL BURIED, NON-WELDED PIPE CONNECTIONS, l,o, PIPE JOINTS, COUPLINGS, FLANGES, VALVES, ETC,. THAf..,RE NOT SPECIFICALLY DESIGNATED AS INSULATED CONNECTIONS SHALL BE 'BONDED AS SHOWN ON 'SHEET 41, 10, ENCASE ALL DIP IN 8 MIL POLYETHYLENE (P,E,) SHEET PER AWWA C-105, ALL FITTINGS, FLANGES, VALVES, COUPLINGS AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TWO (2) LAYERS OF P,E, SUCH THAT PLASTIC WILL NOT TEAR CUE TO SOIL PRESSURE, 11 ALL WIRING TRAVERSING EXISTING ROADWAY SHALL BE PLACED WITHIN A 2" §' PVC CONDUIT (SCH, 40), 9 i--T--,------~----,--rDEsicri--wr-1"-r--------------,r---::::=.!!!!;:::::::-"'T---.1.--------~------------::::cr;;~-,--1..--------.;,;,,,:---.:....:. __ ..:.;,, ___________ ,--::-=:-::::--la.1 SHEET NO. u DE~GN DAit ORANGE COUNTY WATER DIS.TR/CT PLANS PREPARED BY: S.O,G, DEC. 1996 ASL Consulting DRA\Wl JOB NO. M.W.B. 1820,010 Ono .Jenner Stroot, Suite. 200 CHECKED DRAv.tNO NO. Irvine, Collfornlo 92718 REV, DATE DESCRIPTION APP, T,L,E. (714! 727-7099 (714 727-7097 (Fox) .Engineers !; ' 10600-ELUS.AVENUE, FDUNTAtl,VALLEY, CA 82708 (714) 378-3200 .GREEN ACRES PROJECT -PHASE 2 CON"PRACT NO. G.A-97-1 PIPELINE. EXTENSION INTO· NEWPORT BEACH CATHODIC PROTECTION DETAILS -----·-··------·------ 40 6 0 6 '" ro -,<. OF 100 SHEETS z -'· _j CONCRITE TEST BOX SEE DETAIL EB BRASS TAG (lYP) (1-1/2" DIA x 1/16") DIE STAMPED WITH SIZE, MATERIAL, AND SERVICE (EXAMPLE: 24", CMLCSP, RW) 2"PVC CONDUIT (SCH. 4D) ROAD PAVING WARNING TAPE 2-No. 8 Hi.AWPE PIPE LEAD WIRE 18" SLACK LOOP (lYP) L..------ALUMINO-THERMIC WELD. (lYP) SEE DETAIL ~ ~ TWO-WIRE TEST STATION CD CONCRITE TEST BOX SEE DETAIL EB----,.,..,. ... .,.,,...,.-,! BRASS TAG (TYP) (1-1/2" DIA x 1/16") DIE STAMPED WITH SIZE, MATERIAL, AND SERVICE (EXAMPLE: 24", CMLCSP, RW OR 42", STEEL CASING) 2"PVC CONDUIT (SCH. 4D) N.T.S. 42" CASING ~---ROAD PAVING WARNING TAPE 2-No. 6 HMWPE CASING LEAD WIRE 2-No. 8 Hi.AWPE PIPE LEAD WIRE 16" SLACK LOOP (lYP) ALUMINO-THERMIC WELD. (lYP) SEE DETAIL ~ ~ CASING TEST STATION ED N.T.S. INSIU AIING MAJERlAI S· TEST LEADS TO TEST BOX SEE DETAIL E9 GASKET -TYPE "E" NEOPRENE 2-No. 2 HMWPE PIPE LEAD WIRES INSULATING WASHER AND STEEL WASHER (TYP) FACED PHENOLIC SLEEVE -G10 LAM. Gu.sS WASHER -G10 LAM. GLASS 2-No. 8 Ht.lWPE PIPE L£AIJ WIRES FILL fil VOIDS WITH INHIBITED PITROLATUM BLEND PRIMER WRAP WITH THREE LAYERS (50% OVERLAP) FIBER ffiT 5"'TURATED WITH PETROLATUM. FORI.I TO IRREGULAR SURFACES. OUTER WRAP W/50 GAi.JG£ POL YVINYUDENE CHLORIDE (BELOW GROUNO)/POLY-PLY OR EQUIVAI.ENT. ~--18" SLACK LOOP (lYP) A THREADED STUD ••)wwji---4• TYP. LATING SLEEVE LL LENGTH) ®@ ' STEEL WASHER ~!' l (BOTH SIDES) INSULATING WASHER (BOTH SIDES) BURIED INSULATING FLANGE AND TEST STATION ED N.T.S. CONCRETE PAD 2· x 2· x 6" THICK IN UNPAVED AREA ONLY 18" MIN. SLACK WIRE IN BOX (TYP fil WIRES) 2-No. 2 HMWPE PIPE LEAD WIRES 2-No. 8 Ht.lWPE PIPE LEAD WIRES TAG LEGEND .wtfil: ..stZE A No. 8 HMWPE B No. 2 HMWPE C No. 8 HMWPE D No. 2 HMWPE NOTE: 1. SEE GENERAL CP NOTE No. 4. TAG IP (EXAfdPLE} 24" CMLCSP, RW 24" CMLCSP, RW 24" CMLCSP, RW 24" CMLCSP, RW CONCRETE TEST BOX SEE DETAIL ~ ~ INSULATOR TEST BN~~-WIRING DIAGRAM® SEE WIRING DIAGRAM EB NOTE: R/W 1. SEE GENERAL CP NOTE No. 5. TEST STATION BRASS TAGS (lYP) (1-1/2" DIA x 1/16") DIE STAMPED WITH SIZE, MATERIAL, AND SERVICE (EX. 24", CMLCSP, RW) 16" MIN. SLACK WIRE IN BOX (TYP ALL WIRES) NOTE: 1. SEE GENERAL CP NOTE No. 4. ,----------2 OR 4-No. 10 HMWPE 2"PVC CONDUIT (SCH. 4D} ANODE LEAD WIRES ROAD PAVING WARNING TAPE 2-No. 8 HMWPE PIPE LEAD WIRE 18" SLACK LOOP {lYP) -----CLUSTERED ANODE SEE DETAIL @ WITH CLUSTERED ANODES ED N.T.S. CONCRITE TESTEB PER DETAIL 6 41 ---"--,---BRASS SPLIT :,.-l-......1.~:-=;;_ BOLT CONNECTOR (TYP) 2 OR 4 No. 10 HMWPE ANODE LEAD WIRES NATM SOIL 2. NO BRASS TAGS REQUIRED ON ANODE LEAD WIRES. 3. 4 ANODES FOR OPTION B ONLY. ANODE TEST STATl~T~~WIRING DIAGRAMED R/W NOTE; 2"f>VC CONDUIT (SCH. 4D) ~-----CLUSTERED ANODE SEE DETAIL ~ \3) ROAD PAVING WARNING TAPE 2-No. 10 HMWPE PIPE-TO-ANODE LEAD WIRE 18" SLACK LOOP (lYP) ALUMINO-THERMIC WELD. (TYP) SEE DETAIL ~ ~ 1. THIS DETAIL N'PLlCABLE TO OPTION B ONLY (STEEL). CLUSTERED ANODES INSTALLATION (NO TEST STATION) N.T.S. GENERAL CATHODIC PROTECTION NOTES 1. FOR PURPOSES OF CATHODIC PROTECTION. THIS PROJECT HAS BEEN BROKEN INTO TWO SECTIONS: NORTH REACH ANO SOUTH REACH. ED -NORTH REACH (STA. 1+00 TO 148+4D) HAS TEST STATION INSTALLATIONS ONLY (NO ANODES). -SOUTH REACH (STA. 148+4D TO 165+70) HAS TWO DIFFIERENT CATHODIC PROTECTION SYSTEMS DEPENDING ON PIPE MATERIAL OPTIONS: OPTION k D.1.P. (DIELECTRICTALLY COATED PIPE) -HAS FNE TEST STATIONS, THREE WITH DUAL CLUSTERED ANODES. SIX ANODES TOTAL. (SEE UST ON SHEET 41 ). OPTION B: CML&CSP (CONCRITE COATED PIPE) -HAS FNE TEST STATIONS AND 12 DUAL CLUSTERED ANODES (SEE UST ON SHEET 41 ). 2. ALL MATERIALS AND INSTALLATION METHODS SHALL BE IN ACCOROANCE WITH THESE DRAWINGS AND TECHNICAL SPECIFICATIONS SECTION 16641. 3. UNLESS OTHERWISE NOTED, DRAWINGS ARE NOT SHOWN TO SCALE. 4. CORROSION TEST STATION NOTES: A. ALL TEST STATIONS SHALL BE THE AT-GRADE TYPE WITH A CONCRETE TEST BOX SUITABLE FOR VEHICULAR TRAFFIC. 8. PROVIDE 18" SLACK WIRE AT WELD TO PIPE AND COILED IN TEST BOX. C. BOTTOM OF TEST BOX SHALL BE NATM SOIL DO NOT PLACE ROCK, GRAV!EL OR SAND IN TEST BOX. D. A CONCRETE PAD (24" SQUARE x 6" THICK) AROUND TEST BOXES ARE REQUIRED IN UNPAVED AREAS. E. JACK AND BORE WIRES UNDER PAVEMENT WHERE REQUIRED. 5. ANODE BEDS SHALL BE INSTALLED JUST INSIDE PROJECT RIGHT-OF-WAY AND BEYOND SIDEWALK. 6. CONTRACTOR SHALL DOCUI.IENT ALL CHANGES FROM THESE DRAWINGS AND SUBMIT "AS-BUILr DRAWINGS TO THE CONSTRUCTION MANAGER PRIOR TO COMPLETION OF THE WORK . 7. NO WIRE OR CABLE SPLICES ARE PERMITTED EXCEPT AS SPECIFICALLY APPROVED BY THE DISTRICT. 8. WIRE CONNECTIONS TO PIPE SHALL BE MADE BY THE ALUMINO-THERMIC WELD PROCESS SHOWN ON SHEET 41. ATTACH 1 WIRE PER ALUMINO-THERMIC WELD. ALL WELDS MUST BE SEPARATED BY 6" MINIMUM. 9. ALL BURIED, NON-WELDED PIPE CONNECTIONS, ;.e. PIPE JOINTS, COUPLINGS, FlANGES, VALVES, ITC., THAT ARE NOT SPECIFICALLY DESIGNATED AS INSULATED CONNECTIONS SHALL BE BONDED AS SHOWN ON SHEET 41. 10. ENCASE ALL DIP IN 8 MIL POLYITHYLENE (P.E.) SHEET PER AVfflA C-105. ALL FITTINGS, FlANGES, VALVES, COUPLINGS AND APPURTENANCES SHALL BE LOOSELY WRAPPED WITH TWO (2) LAYERS OF P.E. SUCH THAT PLASTIC WILL NOT TEAR DUE TO SOIL PRESSURE. 1 1 ALL WIRING TRAVERSING EXISTING ROADWAY SHALL BE PLACED WITHIN A 2" PVC CONDUIT (SCH. 4D). t--~r---,---------------r---r-:::OE~Si:::GN:-T"--;:oA:>;Tt~---r------------------,r--~=::---,----._------------------------~-:::---T"_. _________________________ r-_S_H_,EE_,T_N_O ___ -td_ S.O.G. DEC. 1997 PLANS PREPARED BY: ORANGE COUNTY WATER DISTRICT ~ PIPELINE EXTENSION INTO NEWPORT BEACH S' REV. DATE DESCRIPTION APP. DRA\IN M.W.B. CH£Cl(£D T.L.E. JOB NO. 1820.010 DRAWING NO. ASL Consulting Engineers moo ElllS Avea.e. FOl.tlTAN VALLEY. CA 02708 (714) 378-3200 40 € ~~~/~:~;o;nt;~··~27~~te 200 GREEN ACRES PROJECT -PHASE 2 ",. '! CATHODIC PROTECTION DETAILS ~ (714) 727-7099 "',;,;:1''1 DI~\>-~ (714) 727-7097 (Fox} 10N or '"' OF 100 SHEETS z Ii NOTE: 38" MIN SLURRY BACKFILL 16' DIA 1, SEE TECHNICAL SPECIFICATIONS FOR ANODE INSTALLATION REQUIREMENTS. 2, DO NOT SUSPEND ANODE WITH LEAD WIRE, 3, APPROXIMATE MAGNESIUM INGOT SIZE: 2-No, 10 HMWPE ANODE LEAD WIRE HEAT SHRINKABLE SLEEVE POTTING COMPOUND IN RECESS ~--CRIMP CONNECTION WITH SILVER SOLDER OR BRAZE . GALVANIZED STEEL CORE ~-MAGNESIUM INGOT (48 LBS) MAGNESIUM ANODE HIGH POTENTIAL Alloy Composlllon Element Welghl % -Al--,01 MAX Mn 0.05 to 1,3 Zn 0,002 MAX SI 0,002 Mox Cu 0,02 Max NI 0,001 1.4ax Fe 0,025 l.4ax Other 0,30 Max Mg Remainder SPECIAL BACKFILL COMPOSITION 75,C GYPSUM 20,C BENTONITE 5,C SOOIUl.4 SULFATE 6" x 5" x 32" LONG, WT, 48 POUNDS. MAGNESIUM ANODE CUT LENGTH 2-1/2" X 1-1/4" WIDE ASTl.4 A366 STEEL N,T.S. JOINT BONDING STEEL CLIP (TYP) 2 REQUIRED PER JOINT TO BE INSTALLED & FIELD WELDED (SEE NOTE) ------,,-.. 0 LYTHERM FILLER STRIP 1' x 1-1/2' WIDE ,., 1/4' R ½ 1/4' R :!? 4_ ..L:j..--,4..L...~/ f t •10 GA POINT 'A' SEE NOTE NOTE: 1 2' JOINT BONDING CLIP 1, CRIMP CLIP OVER LYTHERM FILLER AT POINT 'A', 2, 2 CLIPS REQUIRE FOR 24' OR SMALLER PIPE, .. SECTION (NTS) CEMENT MORTAR POURED IN FIELD (SEE SPECIFICATIONS) CHIP CONCRETE AS REC'D TO WELD STEEL PIPE JOINT BONDS CD N,T,S, DESIGN DAit VALVE FLANGE NOTES: 3 BOND WIRES 2 BOND WIRES ALUMINO-THERMIC WELD, (TYP) SEE DETAIL 0 1, ONLY 2 BONO WIRES REOUIREO PER PIPE JOINT FOR PIPE SIZES 24' AND SMALLER, 2, REPAIR COATING AT WELDS, 3, BOND· WIRES SHALL BE AS SHORT AS POSSIBLE AND LAID FLUSH AGAINST PIPE, 4, FIELD COAT ASSEMBLY VALVES, FLANGE, COUPLINGS, ETC, WITH 2D l.41LS OF BITUMEN, MECHANICAL JOINT BONDING N,T,S. STEP 1 STEP 2 STEP 3 CD ~ ~ W£Et FILE SURFACE TO STRIP INSULATION HOLD WELDER FIRMLY BRIGHT METAL FROM WIRE WITH ·OPENING· AWAY ANO CLEAN FROM OPERATION AND, IGNITE STARTING POWDER ~ REMOVE SLAG FROM CONNECTION NOTES: COVER. CONNECTION WITH A BITUMINOUS COMPOUND WELDER SECTION. H>,,NDLE ' GRAPHITE COVER ST~RTING • POWDER METAL POWDER MITAL DISC GRAPHITE MOLD CABLE 1, WELDER SHOWN IS FOR HORIZONTAL SURFACES, FOR VERTICAL SURFACES SIDE WELDER IS REQUIRED, 2, ALL WIRE WELDS SHALL BE 6 INCHES APART, MINIMUM, 3, ALL EXPOSED l.4ETAL (STRUCTURE, WIRE, & WELD) SHALL BE COVERED · WITH 2 COATS OF PRIMER ANO AN ELASTOMERIC. WELD CAP, THEN • OVER-COATED WITH BITUMINOUS COMPOUND OVERLAPPING PIPE COATING BY 2 INCHES MIN, ALUMINO-THERMIC. WELD N,T,S, ®· 2 EA, NO, 2 HMWPE ~ BOND WIRE I \ l-"r-'---1 BELL--- BONDING PAO --- 2' X 2 1/'t' X 3/fr FLAT BAR HOT-ROLL STEEL PAD APPLIED BY PIPE MFGR, DUCTILE PIPE ---' NOTES: 12" .e.i.m LOCKING SEGMENT BONDING PAO SPIGOT ,---2 EA, NO, 2 HMWPE BONO WIRES (SEE NOTE NO, 1) ALUMINO-THERMIC WELD, (TYP) SEE DETAIL 0 1, ONLY 2 BOND WIRES REQUIRED PER PIPE JOINT FOR PIPE SIZES 24' AND SMALLER, 2, WIRES SHALL BE AS SHORT AS POSSIBLE AND LAID FLUSH AGAINST PIPE, DUCTILE ;IRON Pl~-~s. JOINT BONDING (D CAST IRON TRAFFIC COVER MARKED "CP TE Sr ·ocwo· CONCRETE BODY TRAFFIC RATED COVER WEIGHT: 12 LBS, BODY WEIGHT: 54 LBS, AT-GRADE TEST BOX CD N,T,S, S,0,G, DEC, 1996 PLANS PREPARED BY: ORANGE ·COUNTY. WATER DISTRICT DRA~ JOO ND. ASL Consulting Engineers 10600 EWS AVENUE, FOUNTA1N,VALLEY, CA 92706, (714) 378-3200 M,W,B, 1820,010 GREEN.ACRES PROJECT -PHASE 2 Ono Jenner Strool, Suite 200 ,. Irvine, Callfornla 92718 CHECKED DRA'MNO·NO. CONTRACT NO. GA·-fi'!-1 T,L.E, (714) 727-7099 REV. DATE DESCRIPTION APP, 714) 727-7097 Fax OF CTS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 CTS 30 31 32 33 4 CTS 40 41 42 43 44 45 46 47 48 49 50 51 52 NORTH REACH LIST OF CORROSION TEST STATIONS STA No, Na, of Comment 1 + 10 0 0 4W INSULATING FLANGE BEGIN CONSTRUCTION 9 + 82 18 + 07 23 + 40 32 + 00 39 + 95 46 + 00 54 + 00 61 + 00 68 + OB 71 + 91 76 + 00 82 + 65 90 + 75 98 + 95 106 + 75 114 + 75 122 + 65 131 + 75 140 + 75 148 + 40 + 95 872 872 4W CASING 825 1697 4W CASING 533 2230 2W 860 3090 2W 795 3885 2W 605 4490 2W 800 5290 2W 700 5990 2W 708 6698 4W INSULATING FLANGE 383 7081 4W INSULATING FLANGE 409 7490 2W 665 8155 2W 810 8965 2W 820 9785 2W 780 10565 2W 800 11365 2W 790 12155 2W 910 13065 2W 900 13965 2W 765 14730 4W INSULATING FLANGE 190 190 4W CASING ON 1 PIPE RECORD DRAWINGS ThoeoRoaonj o.l91NIN!_.bllld011 lnfon'111110n OWlll'ltllll.lnpmt,bf-Wllllilll.lllb11-.1llbeleYed1obe 111lal>lo,ABL~--■IIJliiljl)I_IOr_800WIIOY, norfcf efflll'ICI Q I .... llf -llllln ln0otl)Ool!lodlnkl tMMplmll898n,a& SOUTH REACH OPTION A (D.I.P.) LIST OF CORROSION TEST STATIONS STA No, Dial Cum No, of No, of Comment 148 + 40 153 + 20. 'EQUATION" 158 + 00 162 + 80 165 + 70 480 510 480 290 480 990 1470 4W 4W 2 2 2 INSULATING FLANGE, TEST STATION TEST STATION 4W 4W TOTAL ANODES: 6 TEST STATION TEST STATION OPTION B (CML&C SP) LIST OF CORROSION TEST STATIONS STA No, Diet Cum No. of No, of Comment 148 + 40 4W D INSULATING FLANGE, TEST STATION 148 + 60 20 150 + 20 160 151 + 60 140 153 + 20 160 155 + 10 190 'EQUATION" 156 + 40 160 158 + 00 160 159 + 60 160 161 + 20 160 162 + 80 160 164 + 40 160 165 + 50 110 20 180 320 480 6W 670 830 990 6W 1150 1310 1470 6W 1630 1740 TOTAL ANODES: 4 4 4 4 TEST STATION 4 4 4 TEST STATION 4 4 4 TEST STATION 4 4 LIST OF CORROSION TEST STATIONS CD SHEET NO, PIPELINE EXTENSION INTO NEWPORT .BEACH CATHODIC PROTECTION DETAILS 41 or 100 SHEETS ). t> ~ .,; 0 " 6 0 6 01 "' ~ ,c: z ' I REV. I_ fa GENERAi NOTES A, WROUGHT COPPER, SILVER BRAZED, SOLDER COUPLINGS WILL BE PERMITTED AT INTERVALS Of 20 fEET OR GREATER, 8. TUBING MAY NOT BE BENT, ALL DEfLECTIONS AND CHANGES IN DIRECTIONS Of COPPER TUBE SHALL BE ACCOMPLISHED BY MEANS Of WROT COPPER flTTINGS, BENT OR DAMAGED COPPER LINES SHALL BE REJECTED. C, SOLDER SHALL BE SILVER BASED MATERIALS, D, fLARE AND COMPRESSION fITTINGS ARE STRICTLY PROHIBITED, E, MAINTAIN POSITIVE SLOPE IN SERVICE LINE fROM MAIN TO METER BOX, f, COVER SHALL BE MARKED "RECLAIMED WATER METER", G, TWO WARNING TAGS SHALL BE PLACED IN THE METER fACILITY (ONE ON THE VALVE AND ONE IN THE VICINTIY Of THE ANGLE METER). ' CONSTRI/GT!ON NOTES (j) fOR DIP: 2 1/2" IPT BANDED SADDLE, STAINLESS STEEL BAND AND EPOXY COATED; fC 202-IPB OR EQUAL, 2 1/2" , 'l' NYLON BUSHING fOR CML&C STEEL PIPE: REFER TO DETAIL ffi Qv fOR PVC PIPE: BRONZE SERVICE SADDLE WITH DOUBLE STAINLESS STEEL STRAPS; JONES J969, fORD 20285 OR EQUAL, @ MALE l,P,T, INLET BY MALE I,P,T, OUTLET -'l' BALL CORPORATION STOP, JONES J-1943 OR fORD fB-500-7, @ 'l' BRASS ADAPTER, fEMALE l,P,T, X WROUGHT COPPER, 0 TYPE "K" 'l' COPPER TUBING @ @ 'l' WROUGHT COPPER 45' ELBOW 'l' WROUGHT COPPER flTTING, COUPLING, ONLY ACCEPTABLE If SERVICE LINE IS MORE THAN 20 fEET IN LENGTH, (v 'l' WROUGHT COPPER flTTING, LONG RADIUS 90' ELBOW ® ® 2" BRASS ADAPTER, MALE I.P,T, X WROUGHT COPPER, 'l' ANGLE METER BALL STOP WITH fEMALE I,P,T, INLET AND TEE-HEAD WITH LOCK-WING, fORD BfA13-777W,' JONES J-1974W OR APPROVED EQUAL, @O 2" TURBO METER AND STRAINER (fLANGED ENOS) WITH 1-1 /2" NPT BOSS WITH fEMALE THREADS AND PLUG (TEST PLUG), CUBIC FEET TOTALIZER, SENSUS W-1600 DRS, (jJ) 'l' BRONZE METER fLANGE, fEMALE I,P,T. INLET, fORD Cf-31-77, JONES J-129 OR EQUAL, @ 2" MALE I,P.T, BRASS NIPPLE. @ 'l' BRONZE MALE IRON PIPE WITH SWIVEL METER COUPLING NUT, J-134 OR EQUAL, 1(4' 'l' BRONZE BALL VALVE (fEMALE l,P,T, INLET AND OUTLET), fORD 811-777 WITH I:;! HB-675 HANDLE OR APPROVED EQUAL. @ 'l' MALE I,P.T. BRASS NIPPLE WITH 2" BRASS CAP, EXTEND NIPPLE 6" OUTSIDE METER BOX, 15' CONCRETE METER BOX WITH READING LID CENTERED ABOVE METER. ~ BROOKS 68-5, J & R I we OR APPROVED·.EOUAL. CONCRETE COVER (TWO PIECE) WITH CAST IRON READING LID, @ 6" (MINIMUM) o'f 3/4" AGGREGATE BASE ROCK, LIQUID flLLED PRESSURE GAUGE W/RANOE Of 0-150 P,S,I, ASHCROfT OR APPROVED EQUAL 1/2" (t,U.P.) , 1/4" (f,l,P,) BRASS ADAPTER,--~~::c 1/2" BRASS TEE ---1 1 /2" BRONZE CYLINDER COCK (W/0 THREADED OUTLET) 2·, 1/2" RE0,uu,c~IN~G~B~u~s~Hl~NG:__c::~li;-----1/2" THREADED BRASS NIPPLE (SCH. 80 PVC)- 0.1. REDUCING fLANGE (2" X 9" 0.0.) ~ METER SIZE , 4" fLANGEO TEE (fOR 3" METER: 3•,3• fLANGEO TEE OR DOUBLE BRONZE STRAP SERVICE SADDLE WITH 2" l,P. THREAD JONES J-979 OR fORD 202 B-IP7) 2" RECLAIMED WATER SERVICE CD PRESSURE GAUGE AND SA~T:S.LING COCK (D PROPOSED CITY Of NEWPORT BEACH EASEMENT.fOR RECLAIMED WATER METER EASEMENT BIG OANYON OONTRY OUII METER EASEMENT STA 165+ 70.00 DATE SCALE: 1"•20' SEE SHEET NO, 21 DESCRIPTION APP. DESION S.O.G, ORA~ M.W,B. CllECKEO T.L,E, N,T,S, DATE DEC, 1996 JOB NO, 1820.010 DRA'MNO NO. ~-::::~~.__.~~• ~. • a_,;:_,_~•:._ . .:.:=-~. '.. -==-~-.. • .WJ"-----, • • ~-. ------- ~~ -35'r ·: , tEWP.ORT BEA PROPOSED CITY OF NEWPORT: BEACH EASEMENT FOR RECLAIMED" WATER METER EASEMENT • COIM'RY·OUII METER EASEMENT STA 196+90.00 PLANS PREPARED BY: SCALE: 1"•20' SEE SHEET NO. 24 ASL Consulting Engineers· Ono Jonnor Stroot, Sulto 200 lrvlno, Collfornlo 92718 (714) 727-7099 (714) 727-7097 (fo,) .BI.LfF8 HOIJEOWN:118 A880aATION PROPOSED. CITY Of NEWPORT BEACH EASEMENT fOR RECLAIMED WATER METER EASEMENT I > .!..l-_,_,_ ___ _ ~~~:(>~------; 799 -01---------J;i.J 6ro1 s< E'901• -: ;:', =-.. -,-.. . . )if? . • .--• • ; • ~- ~ .... <. _,. I-;- OX>"-,' --r-==-~=-=:i.:..::=-=::...::r::+-~ ---re.: s o -=-) ........,.1;,..-~i==-== VISTA DEL ORO METER EASEMENT STA 256+ 70.00 SCALE: 1"•20' SEE. SHEET NO. 28 ORANGE COUNTY,: WATER DISTRICT ,oeoo· ELLIS AVENUE, FOUNTAN VALLEY, CA 92708 • (714) 378•3200 . ,, . GREEN •. ACRES Pl{Of!l;CT -PHASE 2 CONTRACT NO. GA~97-1 PROPOSED CITY Of NEWPORT BEACH EASEMENT fQR RECLAIMED WATER METER EASEMENT l3UFF8 HOIJEOWIEIB A880aATION I --~--------~,~~--··-···.::r_,,.,.,r].!'..Gi-..... , VISTA DEL ORO METER EASEMENT STA 276+20.00 SCALE: 1"•20' SEE SHEET NO. 31 PIPELINE EXTENSION INTO NEWPORT BEACH 2" RECLAIMED WATER SERVICE SHEET NO. 42 Of 100 SHEETS 0 .,. (.!) 3: 0 ,-.: 0 0 ::;; / 0 ~ 0 N co ::;::, z ). I -- 61-6" 4 SECTION A-A CURB & GUTTER 3"-d' CONSIRIJQTION NOTES· CD CONCRETE ANCHOR BLOCK (CONCRETE SHALL BE 560-C-3250), ® 8' THICK CONCRETE SLAB OR PRECAST CONCRETE VAULT FLOOR OF EOUAL SPECIFICATION, REINFORCEO WITH W1,4 x W1.4 WELO WIRE MESH, CONCRETE SHALL BE C-560-3250 MIX, @ 4'-0' x 6"-6" PRECAST REINFORCEO CONCRETE VAULT, OUIKSET SERIES 202BT OR APPROVED EOUAL, © 4' x 6' DIAMOND PLATE ALUMINUM COVER, SPRING ASSISTED, HINGED, TWO-PIECE, LOCKING COVER (PARKWAY LOADING) WITH 6" x 12" HINGED READING LID CENTERED OVER THE METER, @ WALL MOUNTED GALVANIZED LADDER -PER CITY OF NEWPORT BEACH STD, 53D-L © 12" DIAMETER (MIN) SUMP BOX (MIN DEPTH OF 12-INCHES) WITH A RECESSED CAST IRON• SUIJP GRATE, ALHAMBRA FOUNDRY A-2020 OR APPROVED EOUAL, (D 'LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACE BETWEEN PIPE OD ANO ROUND, PRECAST VAULT OPENING, @ 4' 0,1, 90' BENO (FLG), @ THRUST BLOCKS PER DETAIL@ @) 3' RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR ANO FLANGED ENOS, {D) 3' TURBO METER AND STIWNER (FLANGED ENDS) WITH 2' NPT BOSS WITH FEMALE THREADS AND. PLUG (TESt PLUG), CUBIC FEET TOTALIZER, SENSUS W-350 DRS, @ 3' 0,1, SPOOL (FLG x GROOVED END). @ ADJUSTABLE PIPE SUPPORT PER CITY OF NEWPORT BEACH DWG, NO, STD-522-L, HOT-DIP GALVANIZE AFTER FABRICATION AND PAINT TO MATCH PIPING AND VALVING, 6' THICK (MIN) COMPACTED 3/4' AGGREGATE BASE, 3' VICTAULIC COUPLING, STYLE 31 12" MIN SECTION 8-8 NTS 12" KEY INTO _,__,_TRENCH WALL GENERAi NOTES; A, ALL INTERNAL VAULT PIPING, VALVES AND FITTINGS .SHALL BE PAINTED WITH ·A ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A ,2 · MIL PRIMER COAT AND TWO COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL. COLOR SHALL BE PURPLE (PANTONE 512), B, ALL BELOW GRADE, BURIED, DUCTILE IRON FITTINGS AND PIPING SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP, C, ALL FLANGE BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL. D, MINIMUM THICKNESS OF 0.1,P. SHALL BE CLASS 52 FOR BELL AND SPIGOT PIPE 'AND CLASS 53 FOR FLANGED PIPE. E, COVER SHALL BE MARKED 'RECLAIMED WATER METE(l," F, THREE WARNING TAGS SHALL BE PLACED IN ·THE· METER. FACILITY (ONE ON EACH OF THE VALVE HANOWHEELS ANO ONE IN THE VICINITY OF T.HE CORP, STOP), . G. CONTRACTOR SHALL EXPOSE ALL UTILITIES BETWEEN• MAIN. LINE ANO PROPOSED i.l'ETER LOCATION (PARALLEL ·TO CURB ANO"GUTTER AND WITHINiPUBUC:'RIGHT.OFIWAY) PRIORc,TO FINALIZING LOCATION OF. PROPOSED. METER VAULT, LOCATION' OF VERTICAL BENDS WILL DEPEND ON LOCATION OF EXISTING· UTILITIES, ' H, ALTERNATIVE LAYOUT FOR METER IS TO PLACE METER VAULT PERPENDICULAR TO ·CURB AND GUTTER, • UNDER THIS ALTERNATIVE, ITEM NO, B SHALL BE A 4' 0,1, 45'BENO (FLG) SEE PLAN FOR PROPOSED LAYOUT, 3' , 3' 0,1, TEE (FLG) OR 3' 0,1, SPOOL (FLG , FLG) WITH DOUBLE BRONZE STRAP SERVICE SADDLE PRESSURE GAUGE AND SAMPLING COCK, PER DETAIL@ REV, 3' 0,1, SPOOL (FLG) WITH WALL FLANGE, 3" 0,1, BLIND FLANGE ANSI RATED 125 LBS, 3' 0,1, SPOOL (FLO , PE) 4' PVC PIPE (CL, 200 AWWA C-900) 4' 0,1, 45'BENO (MJ) 4' RESILIENT WEDGE GATC VALVE AND VALVE COVER PER DETAIL @ (FLG , MJ) MAIN SIZE , 4' D,I, TEE (MJ , FLG, OR FLANGED TEE -SEE PLAN) 4• FLANGE , MJ 0,1, ADAPTER 4' , 3' D,I, FLANGED REDUCER (CONCENTRIC), 3' FLANGE , MJ 0,1, ADAPTER 3" RECLAIMED WATER SERVICE N,T,S, OE51CN 0A1t 5,0,G, DEC, 1996 PLANS PREPARED BY: ORAl\ff JOO NO. ASL Consulting M.W,B. 1820,010 . One Janner Streat, Suite 200 CHECKED DRA'MNG NO, Irvine, Collfornlo 92718 APP, T,L,E. (714 727-7099 (714 727-7097 (Fa,) DATE DESCRIPTION ED · Engineers 4 SECTION A-A CURB & GUTTER 3'-0"± 12" 12 SECTION 8-8 :. :• MIN NTS ,!; ,_ : --- PLAN SCALE: 3/8' • 1' CONSTRUCTION NOTES· CD ~ONCHETE ANCHOR BLOCK (~ONCRETE SHALL BE 560-C-3250), @ 6" THICK CONCRETE SLAB OR• PRECAST CONCRETE VAULT FLOOR OF EQUAL SPECIFICATION: REINFORCED WITH W1 ,4 x W1 ,4 WELD WIRE MESH, CONCRETE SHALL BE C-56D-J250 MIX, • @ 4'-0' x 6"-6" PRECAST .REINFORCED CONCRETE VAULT, OUIKSET SERIES 202BT OR APPROVED EOUAL, ' © 4' , 6' DIAMOND· PLATE ALUMINUM COVER. SPRING ASSISTED, HINGED, TWO-PIECE, LOCKINGiCOVER•(PARKWAY LOADING) WITH 6" , 12" HINGED READING LIO CENTERED .OVER THE .ME'[ER, @ © (D ·© ® @ (D) .·: ,n WALL MOUNTED GALVANIZED LADDER -PER CITY OF NEWPORT BEACH STD, 530-L. 12" ,DIAMETER (MIN) ,SUMP BOX. (MIN DEPTH OF 12-INCHES) WITH A RECESSED CAST IRON ~UMP: G~TE; ALHf'MBRA FOUNDRY A-2020 OR APPROVED EQUAL, 'LINK-SEAL" MECHANICAL PIPING SEAL IN ANNULAR SPACE BETWEEN PIPE 00 AND ROUND, PRECAST'VAULT OPENING, 4• 0.1, 90': BENO (MJ), . THRUST BLOCKS PER DETAIL . ~ 4' RESILIENT WEDGE GATE: VALvif%'1TH HANOWHEEL OPERATOR AND FLANGED ENDS, ' . '( - 4' TURBO' METER AND STRAINER; (FLANGED ENOS) WITH 2' NPT BOSS WITH FEMALE. THREADS .ANO PLUG. (TEST PLUG), CUBIC FEET TOTALIZER, SENSUS W~1000 ORS, , @ 4• 0,1, SPOOL (FLG , GRODYED END), . @ ADJUSTABLE PIPE SUPPORT PER CITY OF NEWPORT BEACH OWG, NO, ST0-522-L, HOT-DIP. GALVANIZE:.AFTER FABRICATION ANO PAINT TO MATCH PIPING ANO VALVING, 5• THICK (MIN) ·co·MPACTED Ji4" AGGREGATE BASE. 4' VICTAULIC COUPLING, STYLE 31. 4' , 4' 0,1,. TEE (FLG,) PRESSURE GAUGE AND SAMPLING COCK PER DETAIL @ 4' 0,1, SPOOL (FLG) WITH WALL FLANGE, 4• 0,1, BLIND FLANGE, 4• 0,1, SPOOL (FLG , P,E) 4' PVC PIPE (CL, 200 AWWA C-900) 4' 0,1, 45'~ENO (MJ) 4' RES!LIENT WEDGE GATE VALVE AND VALVE COVER PER DETAIL @ (FLG , MJ) MAIN SIZE x 4' 0,1, TEE (MJ x FLO, OR FLANGED TEE -SEE PLAN) . #4 BARS \.,,-,,..._,. --+,--,.12' KEY INTO , ;: TRENCH WALL .... , '/ ':·''--~ .. ·~ 3• COVER _ I-6" GENERAi NOTES; A. ALL INTERNAL VAULT PIPING, VALVES ANO FITTINGS SHALL BE PAINTED WITH A ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIMER COAT ANO TWO COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL, COLOR SHALL BE PURPLE (PANTONE 512), B. ALL BELOW GRADE, BURIED, DUCTILE IRON FITTINGS ANO PIPING SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP, C. ALL FLANGE BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL. 0. MINIMUM THICKNESS OF 0,1,P, SHALL BE CLASS 52 FOR BELL ANO SPIGOT PIPE ANO CLASS 53 FOR FLANGED PIPE, E, COVER SHALL BE MARKED 'RECLAIMED WATER METER." F, THREE WARNING TAGS SHALL BE PLACED IN THE METER FACILITY (ONE ON EACH OF THE VALVE HANOWHEELS AND ONE IN THE VICINITY OF THE CORP, STOP), G, CONTRACTOR SHALL EXPOSE ALL UTILITIES BETWEEN MAIN LINE ANO PROPOSED METER LOCATION (PARALLEL TO CURB ANO GUTTER ANO WITHIN PUBLIC RIGHT OF WAY) PRIOR TO FINALIZING LOCATION OF PROPOSED METER VAULT, LOCATION OF VERTICAL BENDS WILL ·DEPEND ON LOCATION OF EXISTING UTILITIES, H, ALTERNATIVE LAYOUT FOR METER IS TO PLACE METER VAULT PERPENDICULAR TO CURB AND GUTTER. UNDER THIS ALTERNATIVE, ITEM NO. 8 SHALL BE A 4' 0,1. 45'BEND (MJ) SEE PLAN FOR PROPOSED LAYOUT. , • • I, IF A 6-INCH SERVICE LATERAL WITH A 4• R,W, METER IS CALLED FOR THE PLANS ITEM NOS, 21 THROUGH 24 SHALL BE CHANGED IN SIZE FROM 4' TO 6", ITEM NO, 8 SHALL BE A 6" FLG , MJ ADAPTER, 6' 0,1, 9D'BENO (FLG) 6' , 4' 0,1, FLANGED REDUCER AND A 4' FLG , MJ ADAPTER, AE00RD DRAWING.S 'lllallmd ~--• • • • • • • 4" RECLAIMED WATER SERVICE ED .. , Ii;=---= : ,,,,.11,11o:11.,,, ....,.. --=II IIMI I ldt."" ,_, --IIIIIIIIIOllllllllt.rll- lllrlllr-arOl!Malll .... ffllf •lllllll•MN"I J :11111> N.T.S, ~ ... ••IIIUI. • .__ __ .... ~ ,~ ,_,. SECTION 8-8 NTS lo I "' 19 3'-0" 3'-0" r ___ _,8:..;;'-;;,0c.." -----1 i:;; __ ;;:,.:,:;:.;:~.-, -~~:j.:.-:..-;,:-.S:,;:;::;,,_;;;;i_.,;, -@· 6 SECTION A-A 8'-Cf' 16 . ..:' ,,,, ... ····.'· MIN 10 12" KEY INTO TRENCH WALL SECTION-8-8 NTS lo ;!, SECTION A-A 3'-0" 81-0" 12" 12" MIN ID 12" KEY INTO TRENCH WALL ,,., 15 , -l\ ;::;....---.f.•'l!: . ;,: 'i;•:•,:•,;,,,·:::-::-..-.~-:-r· .. •·•,• ,:, ,-::IT!\,;-... ·~ .... /.. 3• COVER CONSTBIICJION NOJES; o' 0,1, 9a BEND (MJ), 6" 0,1. SPOOL (FLG), o' RESILIENT WEDGE GATE VALVE WITH HANDWHEEL OPERATOR AND FLANGED ENOS, o' TURBO METER AND STRAINER (FLANGED ENDS), CUBIC FEET TOTALIZER, SENSUS W-2000 OR, 4• 0,1, SPOOL (FLG), 6" 0,1, SPOOL (FLG , G~OOVED END), 6" VICTAULIC COUPLING, STYLE 31 4" 0,1, SPOOL (FLG , GROOVED END), PRESSURE GAUGE AND SAMPLING COCK, PER DETAIL @ 6" 0,1, BLIND FLANGE, CONCRETE ANCHOR BLOCK. CONCRETE SHALL BE 560-C-3250, 8" THICK CONCRETE SLAB OR PRECAST CONCRETE VAULT FLOOR or EQUAL SPECIFICATION, REINFORCED WITH Wl,4 , Wl,4 WELD WIRE MESH, CONCRETE SHALL BE C-560-3250 MIX, @ 6'-0" , 8'-Cf' PRECAST REINFORCED CONCRETE VAULT. QUIKSET SERIES 450 BT OR APPROVED EQUAL, (8} 4' , 6' DIAMOND PLATE ALUMINUM COVER, SPRING ASSISTED, HINGED, TWO-PIECE, LOCKING COVER-(PARKWAY LOADING) WITH o' , 12" HINGED READING LID CENTERED OVER THE METER. @ WALL MOUNTED GALVANIZED LADDER -PER CITY OF NEWPORT BEACH STD-530-L @ 12" DIAMETER (MIN) SUMP BOX (MIN DEPTH or 12-INCHES) WITH A RECESSED CAST IRON SUMP GRATE, ALHAMBRA FOUNDRY A-2020 OR APPROVED EQUAL, @ "LINK-SEAL" MECHANICAL -PIPING SEAL IN ANNULAR SPACE BETWEEN PIPE OD AND ROUND, PRECAST VAULT OPENING, @ ADJUSTABLE PIPE SUPPORT PER CITY OF NEWPORT BEACH DWG, NO. STD-522-L, HOT-DIP GALVANIZE AFTER FABRICATION AND PAINT TO MATCH PIPING AND VALVING, THRUST BLOCKS PER DETAIL @ 6" THICK (MIN) COMPACTED 3/4" AGGREGATE BASE, 2 ______ @_ *URB AND GUTTER PLAN SCALE: J/B" • I' GENERAJ NOTES; A, ALL INTERNAL,VAULT PIPING, VALVIES ANO FITTINGS SHALL: BE PAINTED WITH A: ALKYD ENAMEL PAINT SYSTEM CONSISTING or. A ,2 MIL PRIMER COAT AND TWO C~TS or 2 MILS (EACH) HIGH GLOSS ENAMEL. COLO_R-SHALL BE PURPLE (PANT(lNE 512). B, ALL BELOW GRADE, BURIED, DUCTILE IRON FITTINGS AND PIPING SHALL BE ENCASED WITH AN 8 MIL POLYETHYLENE WRAP, C, ALL FLANGE BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL, D, MINIMUM THICKNESS OF 0,I.P, SHALL BE CLASS 52 FOR BELL AND SPiCOT PIPE AND CLASS • 53 FOR FLANGED PIPE, • E, COVER SHALL BE MARKED "RECLAIMED WATER METER.' r. THREE WARNING TAGS SHALL BE PLACED IN THE METER FACILITY (ONE ON EACH or THE VALVE HANDWHEELS AND ONE IN THE VICINITY O'. THE CORP, STOP), G, CONTRACTOR SHALL EXPOSE ALL UTILITIES BE'IWEEN, MAIN. LINE AND-PROPOSED METER • LOCATION '(PARALLEL. TO_,CURB AND :GUTTER AND; WITHIN' PUBLIC RIGHT or WAY) PRIOR TO 'FINALIZING· LOCATION or PROPOSEO:'METERI.VAULT. LOCATION or VERTICAL BENDS"WILL DEPEND ON LOCATION or EXISTING: UTILITIES, ,, ,, H, ALTERNATIVE' LAYOUT FOR METER· IS TO PLACE. METER .VAULT PERPINDICULAR TO CURB AND GUTTER, UNDER THIS ALTERNATIVE, ITEM NO; 'I SHALL BE A 6" 0,1, 045'BEND (MJ), SEE PLAN FOR PROPOSED LAYOUT, • ' CPNSTRUCTIPN NOTES· o' 0.1. 9a •BEND (MJ), 8" 0,1, SPOOL (FLG), 8" RESILIENT WEDGE GATE VALVIE WITH HANDWHEEL. OPERATOR ANO FLANGED ENOS. 8" TURBO METER AND STRAINER (FLANGED ENOS). CUBIC FEET TOTALIZER, SEN SUS' W:,.3500 DR, 4" ·0.1. spo·oL !f LG). 8" D,I, SPOOL (FLG , GROOVED END), B" VICTAULIC COUPLl,NG, STYLE .31 4" 0,1, SPOOL (FLG , GROOVED END), PRESSURE,GUAGE A~D SAMP_LING COCK, PER DETAIL@ 8" D,I, BLIND FLANGE, ... CONCRETE ANCHOR BLOCK, (CONCRETE SHALL BE 560-C-3250) ," ' ' 8" THICK CONCRETE,SLAB OR PRECAST CONCRETE VAULT FLOOR or EQUAL SPECIFICATION. REINFORCED WlTH'Wl,4 , W1.4 WELD WIRE MESH. CONCRETE SHALL BE C-560,-3250' MIX, @ 6'-0" , 9:.:.cr PRECAST REINFORCED CONCRETE VAULT. QUIKSET SERIES 450 BT OR APPROVED. EQUAL, (8} 4' , 6' DIAMOND; PLATE ALUMINUM COVER, SPRING ASSISTED, HINGED, TWO-PIECE, LOCKING' COVER.ilPARKWAY LOADING) WITH o' , 12" HINGED READING LID CENTERED OVER THE'METER, ',' ,, ' WALL MOUNTED • GALVANIZED LADDER -PER CITY OF NEWPORT BEACH ST0-530-L, . , . ,, .,, l' ' . 12" DIAMETER (MIN)iSUt.tP' BOX' (MIN DEPTH or 12-INCHES) WITH A RECESSED CAST IRON, SUMP ·ORATE, ALHAMBRA FOUNDRY A-2020 OR APPROVED EQUAL, @ "LINK-SEAL" MECHANiCAL' PIPING SEAL IN ANNULAR SPACE BETWF.EN PIPE OD AND ROUND, PRECAST· _VAULT OPENING, @ ADJUSTABLE PiPE s'iiPPORT PER ·cITY or NEWPORT BEACH owG. No. STD-522-L. HDT;-DIP GALVANIZE' AFTER FABRICATION AND PAINT TO MATCH PIPING ANO VALVING, @ THR·usT BLOCKs··PER DETAIL·@ @ 6" THICK (MIN) COMPACTED 3/4" AGGREGATE BASE, PLAN SCALE: J/8" • 1' H GENERAL NOTES: A, ALL INTERNAL VAULT PIPING, VALVES AND FITTINGS SHALL BE PAINTED WITH A ALKYD ENAMEL PAINT SYSTEM CONSISTING OF A 2 MIL PRIMER COAT AND TWO COATS OF 2 MILS (EACH) HIGH GLOSS ENAMEL, COLOR SHALL BE PURPLE (PANTONE 512), B. ALL BELOW GRADE, BURIED, DUCTILE IRON f"ITTINGS AND PIPING SHALL BE ENCASED WITH AN B MIL POLYETHYLENE WRAP, C. ALL FLANGE BOLTS, NUTS AND WASHERS SHALL BE TYPE 316 STAINLESS STEEL, D. MINIMUM THICKNESS or D.I.P. TYPE 316 STAINLESS STEEL. E, COVER SHALL BE MARKED "RECLAIMED WATER METER.' F, THREE WARNING TAOS SHALL BE PLACED IN THE METER FACILITY (ONE ON EACH OF THE VALVIE HANDWHEELS AND ONE IN THE VICINITY or THE CORP. STOP). G. CONTRACTOR SHALL EXPOSE ALL UTILITIES BETWEEN MAIN LINE AND PROPOSED METER LOCATION (PARALLEL TO CURB AND CUTTER AND WITHIN PUBLIC RIOHT or WAY) PRIOR TO FINALIZING LOCATION or PROPOSED METER VAULT. LOCATION OF VERTICAL BENDS WILL DEPEND ON LOCATION or EXISTING UTILITIES. H, ALTERNATIVE LAYOUT FOR METER IS TO PLACE METER VAULT PERPINDICULAR TO CURB AND CUTTER, UNDER THIS ALTERNATIVE, ITEM NO. 1 SHALL BE A 8" 0,1, 45'BEND (MJ). SEE PLAN FOR PROPOSED LAYOUT, 6" PVC PIPE (CLASS 200 AWWA C-900) 6" RECLAIMED WATER SERVICE G) © 8". PVC PIPE (CLASS 200 AWWA C-900) @ B" , 4" D.I. TEE (FLG). 8" RECLAIMED WATER SERYIC\D 6" , 4" 0,1, TEE (FLG), 4" 0,1, 9a BENO (FLG), 4" RESILIENT WEDGE GATE VALVIE WITH HAND WHEEL OPERATOR AND FLANGED ENOS, 4• VICTAULIC COUPLING, STYLE 31, 6" 0,1, SPOOL (FLG) WITH WALL FLANGE 6" 0,1, SPOOL (FLG , MJ) N,T,S, N,T.S. @ 4" D,I, 9a BENO (FLO), @ 4" RESILIENT WEDGE GATE VALVIE WITH HAND WHEEL OPERATOR AND FLANGED ENDS, @ 4" VICTAULIC COUPLING,'STYLE 31. CICN'\tJI'\ nDAIWINGS @ 8" 0,1, SPOOL (FLO) WITH WALL FLANGE n-vvn&J Lll'VI @ 8" 0,1, SPOOL (FLO , MJ), Jr''T:~-:1:::'.J:~ .. =":"i,;, 6" 0,1, 45'8END (MJ) @ 8" . 0,1, 45:BEND (MJ) -•lllllla\,jaJ:aat.nlll~lo!llallCIUIICI, 0 '<t @ @ •·-•----llf ... lwlw, I !~lb 6" RESILIENT WEDGE GATE VALVE AND VALVE COVER PER DETAIL ·@ 8" RESILIENT WEDGE GATE VALVE ANO VALVE COVER PER DETAIL l ---■■.... ' ~ (FLG • MJ) (FLG , MJ) ' 5 c 1-.::.J.::O-,MA...;IN.;.;;S.;.IZ;;.Ef•...;6:.."...;D;;;,I;_, ,;,;TE;;;E...;(:;;M;;.J.;;•...;F.,:L;;.0,..;0;;,;R...;F.,:LA...;N;;;O,::ED;.,;;TE::E:..--;SrEE:..:.P;;.LA;:,;NTS):...,rn;;;-,--.;:.;;----,r-----------------,-,::;:::;;;::::::::---,-""."""~L....~3,. : 0 _ : : ; : M A ~ I N : : . . , : S ; : I Z = , E ~ • ~ o ' : : . . , : D ~ , l : ; ; , . . : : T E : ; : E ~ ( ~ M : ; J _ : • : _ F : . , : L ; : : 0 . , : 0 : : ; R : . . : . , : F L A ; : ; : N : : , : G : , : : E . : : , D . , : T _ = : E E ~ - ; . . , : : S : ; : E E ~ P L A : : : : , : ; N S : : ! ) _ - : : : : ; r ; ; : : - - - - r - - - - - - - - - - - - - - - - - - - - - - - - - , - ~ : : : 7 : : : : - : - : - ; : - - - I § ORANGE COl)NTY; WA,TER DISTRICT PIPELINE EXTENSION INTO NEWPORT BE~CH SHEET NO, ~ DESIOff DATE S.O.G, DEC. 1996 PLANS PREPARED BY: 10800 ELLIS AVENUE, FOUNTAIN VALi.EV, OA'9~708 (714) 378-3200 _§. GREEN" ACRES ,PRO/JECT -PHASE 2 ,. 6" AND 8" 44 ~ CONTRACT NO. G'A;,;;;!i7-1 RECLAIMED WATER SERVICE ~ , . . , _ or 100 SHEETS 2 ORA ... JOB NO. ASL Consulting .Engineers; M,W,B. 1B20,010 Ono Jenner Street, Suite 200 CHECKED DRAWNG NO. Irvine, Colllornlo ·92718 REV, DATE DESCRIPTION APP, T.L.E, (714l 727-7099 (714 727-7097 (ro, ' _l I I I I I I I I I IL . ,_•,' I EXIST, 35' C,M,l..C,S,P, ' 1-1/4" MORTAR COATING I \ I I I I \ I .......,,_. __ BEGIN. CONSTRUCTION • STA, 1 +oo.oo BUTTSTRAP . PER DETIJL@· REMOVE·'EXIST; BULKHEAD·, t:ll2IE CONTRACTOR 1s TO :VERIFY·• o.D,· o,,'ExisTiNG •• STEEL PIPE' PRIOR: TO 'SUBMlmNG: SHOP DRAWING." , .. ___ _;_ ·.:·:::.\ ·•=,.i-,i:,'.·\i•,' I .• '·.'_._, .' .' .,. • ;_:· " NOTES' Ti>., CONTRACTOR: !,CONTRACTOR IS'TO·EICERCiS(EXTREME CARE'IN ORDER TO • • PROTECT'IN' PLACE'ALL•·Or"THE':EXISTING' UTILITIES AND· • , FACILITIES}(i,o,;1.,16:· HPif FIBER'' DP TIC 'CABLE;. M\lll;. PRESSURE. . : REDUCING•·ST ~ TION,1 MWD S''FLOW METER' CABINET,' Mll1l'S: SERVICE.· , ;.CONNECTION:>~ND•IAPPURTENANCES/:' LICHT• J:'OLE,, ECT,) 1·' .• • :.,: SEE'.PROJECT,SPECIFlCATIONS;FOR •SPECIAL ·REQUIREMENTS. IN·· J VICINITY?Ol'•'MWD'SiFACILITIESi''':i' :;. . . . .. . . . . ... ' • 2/iHil:mEtick:~E~AiR1'iioil'ATHE''UNK~OV,if UTJLii·/,s :viSIBLE, • ·.• .. ·,::IN '•THEtf"lELQ;>Y.iDEPENDINO'ON s RESULTS,; Of',, POTHOLING1;}HE. ' .;;:.cONTRACTOR•:WlLL•;BE•DIRECTED;IN•.FlELD•WHAT•TQ:DO·.•w,TH' ' ' ,., UNKNOlM•UTILITY;,~,FOR•.BIDDING, PURPOSES ,ASSUME" UNKNOWN , •· • O' UTIL. ITYI 4~•, CONDUIThWII.L< BE' REMOVE. D '.AND:• RE. PLACED• IN • KIND • AS;REO IRED:..TO,,CO'NSTRUCT:,~RO~OSED1'.RECEMNG 'PIT,!' • • . . ; EXIS~Nii\ t~itt~~ii~f : : 1 ' " ' '< i ,' ,, '· ... •. • • • -:, . /, '· .. ', EXISTING ' •• ' ' , BRIDGE:•. WALL· w--- I. ~ ~fa.2<· -"-~.28:{ .,. --:-,-,-... ·-_I " ', ' ' " ,, '·,, ·,' . ,X-X.-K---)C~ ~,--?:::':,;:~:·_· ·.-· 1_· ~ ",.,-,~EXIST,, SUMP ---' ' ' -,--: ~--· . ' ·, I I , I~ I L. \ GENERAL NOTES: 1, ALL CONSTRUCTION OF SAHWC FACILITIES SHALL BE OONE IN ACCORDANCE WITH IRWD'S "CONSTRUCTION MANUAL FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAII.IEO WATER FACILITIES" DATED AUGUST 1998, 2, SEE PROJECT SPECIFICATIONS FOR CONSTRUCTION SEQUENCING OF PROPOSED SAHWC FACILITIES, REV. DATE DESCRIPTION DESICN S.O.G. DAAIII< 1.4,W,B, CHECXED APP. T.L.E. PHASE•."G". CONSTRUCT FIRE HYORANT ASSEMBLY OFF OF EXIST 12" WATER I.IAIN PER OETAILffi l::!V DATE PLANS PREPARED BY: DEC. 1996 JOB NO, ASL Consulting 182O,O1D Ono Jenner Stroot, Suite 200 DRAV,,NO NO. Irvine, Colllornlo 92718 (714) 727-7099 (714) 727-7097 (Fox) SPRUCE STREET PHASE A CONSTRUCT NEW 1" WATER SERVICE AND CONNECT TO EXISTING I.IETER PER DETAIL ffi l::!V CONSmUCT NEW 12· SAHWC WATER MAN PER SHEET 32 CONSTRUCT SPURCE STREET CONNECTION PER· DETAIL@ PROPOSED 12" SAHWC WATER MAIN SEE SHEET NO.32 ffi PHASE "J' -CONNECT NEW 12" WATER MAIN HE. COR-. -0. DRAWIN""f; TO EXIST, 8" WATER MAIN IN SPRUCE STREET, \;JO 11186o Aooonl llnlwingo MN been JllllllllUd !mid on intom1J11.1, 'APPROVED f'OR CONSTRUCTION Of' f'ACILITIES f'OR SANTA ANA HEIGHTS WATER COMPANY BRISTOL STREET (S0.UTH) -~~~ABl..lnpart,byotllenl. ~lNal~hl~IOba "~, OOnalJlllngEnglneeraisnoln,eponalbiotorha11C11J11101 ·.~rtoromxaoromlsslonswtllollmsyhaWlbsonlnoo,po.alBdh,to• ---,......,.:=::.,,,-,,..,,,,.,,,,...---·"• "1""" •• n ""'ult, J, ARTHUR CENCEL DATE Engineers . ' ' ORANGE COUNTY W.t.l TER DISTRICT 10800 ELLIS AVENUE, FOUNTAIN VALLEY, CA 8~708 (714) 378•3200 GBEEN .. ACRES PROJECT -PHASE 2 CONTRACT NO. GA:..97-1 PRESIDENT PIPELINE EXTENSION INTO NEWPORT BEACH SAHWC RECONNECTION OF FACILITIES SHEET NO. 46 OF 100 SHEETS '-' ;: 0 5 V1 ~ 0 5 ,., 0 N ., ;;;, ;; I ,.' -------'t--- BRISTOL STREET (SOUTH) LOCATE OUTLETS AT 45' TO THE CURB LINE ,.,- HYDRANT 111TH / 2-4' & 1'-2 1/2' FIRE HOSE OUTLETS EX, 15' SAHWC PIPELINE -~ (TO BE REMOVED AND DISPOSED"., b I "' ~ ..,,.-REMOVE AND DISPOSE EXIST, ./ OATE VALVE AND INSTALL OF,)L---T. BLIND FLANGE DURING REMOVAL AND DISPOSAL OF EXIST, 8' /6' /INSTALL PER IRWD STD W-6 Ll - CONSTRUCT THRUST BLOCK ()I( ~ PER IRWD STD W-12, T =3 1:J • ,. EXIST, SAHWC 12'~ I ., .'; .: _'.,·. ''.." PVC WATER MAIN ~I I r • ---~~ -1 ,--~-=--------I --..1-~ ~-~~ -------1----- 1 I HOT TAP EXIST 12' PVC WATER MAIN 6" TAPPING VALVE 111TH 12'X6" TAPPING SLEEVE (SEE NOTE 2) CONSTRUCT 6" HYDRANT RUN AND BURY SECTION PER DETAIL EB 6" fLO X P,O, ADAPTER I I I I I H-----'\,'-ii:l'-'------1 I I I I I I I I I I FILL EXIST, PIPE WITH CEMENT SLURRY AND ABANDON IN PLACE CURB FACE MAIN, WI I I CUT AND PLUO EXIST, BU.RY SECTION 6' (MIN) BELOW EXIST, ORDUNO SURFACE .fl!Jf ~ I/ NOTES 1, FOR ALT[RNATIVE HYDRANT LOCATIONS SEE IRWD STD NO W-6 2. CONTRACTOR MAY CUT-IN A 12'X6" TEE INTO THE EXIST, 12' PVC WATER MAIN IN LIEU Of PERFORMING THE PROPOSED HOT TAP, HOWEVER, THE CUT-IN OPERATION SHALL BE DONE WHILE THE EXIST, 12' PVC WATER MAIN IS OUT OF SERVICE (DURING PHASE 'D' RELOCATE EXIST FIRE HYDRANT TOP SECTION TO NEW RISER (WET BARREL HYDRANTS ONLY) IF CALLED fOR ON THE PLANS, OTHER\\1SE, INSTALL NEW FIRE HYDRANT PER IRWD STD W-6 AND PHASE 'E') FIRE HYDRANT RECONNECTION N,T,S, FEATHER JOIN EXIST, PAVEMENT THRUST BLOCK SEE IRWD STD W-7 . . , •,'' PER IRWD STD W-12 NOTES t, FOR APPROVED TYPES OF FIRE HYDRANTS AND BURY SECTIONS SEE· IRWD'S SPECIFICATION SECTION 15139, 2, HYDRANTS(TO,BE PAINTED A_CCORDING' TO IRWD'S·.sPECIFICATION'SECTION ,09900, 3. PROVIDL'.BREAK•AWAY'. BOLTS AT HYDRANT'fLANGE, 4, HYDRANl\ FLANGE GASKET SHALL BE 'FULL FACE'· AND Of RUBBER COMPOSITION, 1/8'"THICK·:-c. . . ' • . 5. NEW FiR&;H'IDRANT SERVICE .SHALL BE A MINIMUM OF FIVE FEET FROM THE EXISTING FIRE 6, ro'W~t~~R~\\~EH~il~~ ~~~f Tl~~'s~~EPii~ STD W-6, NEW 'Fi RE HYDRANTN.T~~STALlATIONCD INT RFERINGO TIONS. CAP EXIST SERI/ICE LINE lj 5' (M1Nl/RB~N o.o. OF ExIsTINc rr ACP ~ , DOMESTIC WATER MAIN D 5 3 (MIN -(TO BE REMOVED AND DISPOSED OF,) \ .._ 'i ~ ::3,t]J:: :[il::· ~ C = =c--t t\=mrkj., l ~~a~sTlf ~~R-.-MAI_N __ ,ffi (HOT TAP NEW SERI/ICE) CUT AND CAP CONSTRUCTION NOTES 'v-, EXIST, SERVICE EOR 2• SERVICE EPB 1" SFBYJCE \..!) WHEN REMOVING AND DISPOSING EXIST, 8' WATER MAIN. CD HOT TAP EXIST 12" WATER MAIN, CD CAST BRONZE SERVICE SADDLE 2" I.P, OUTLET, I JONES J-996, MUELLER H-13494, FORD S9 I -SIZE 07 OR 202BS-SIZE I.P. 7 OR EQUAL, @ 2" BRONZE CORPORATION STOP MALE l,P, THREAD @ x F,I,P, WITH 2" ADAPTER, MALE I.P, x SWEAT: JONES J-1931, MUELLER H-10046, HOT TAP EXIST 12' WATER MAIN, CAST BRONZE SERVICE SADDLE I" I.P, OUTLET, JONES J-996, MUELLER H-13494, FORD S91-SIZE 04 OR EOUAL, 1" BRONZE CORPORATION STOP I.P. THREAD x COMPRESSION: JONES J-3403, MUELLER H-15028, FORD F-1I00 OR EOUAL. FORD FB-1700 OR EQUAL, @ 2' COPPER TUBING TYPE "K" @ I' COPPER TUBING TYPE "K" © @ 2" COPPER LONG RADIUS 45' ELBOW SWEAT @ 1" COPPER COUPLING. (SILVER SOLDER CONNECTIONS) 2" COPPER COUPLING. (SILVER SOLDER CONNECTIONS) llilIES: I, COPPER, SILVER BRAZED, SOLDER COUPLINGS WILL BE PERMITTED AT INTERVALS OF 20 tEET OR CREATEK, RECORD DRAWINGS 2, TUBING MAY NOT BE BENT. ALL DEFLECTIONS AND CHANCES IN DIRECTIONS OF COPPER TUBE SHALL BE ACCOMPLISHED' BY MEANS OF COPPER FITTINGS, BENT OR T11eeo RocJllll llnlwlfv, haw boon propon,d based on lnlonnlltlon DAMAGED . COPPER LINES SHALL BE REJECTED, ~ In psi, by 01'1811, W1111o lhla 1n1oona11on le beleved to be 3, SOLDER SHALL BE SILVER SOLDER, -,ASLOonoullng~nglneeralsnotrueponolbleforllallOCUIICY 4, MAINTAIN POSITIVE SLOPE IN SERVICE LINE FROM MAIN TO METER BOX, OOJIOrGITOIIOl'~llllkllmayl!IMlbeenkmpoollfldlntQ 5, ALL SERVICE SADDLES SHALL BE CONSTRUCTED A MINIMUM OF 115' FROM ANY IMlllpln"I""" JOINTS OR APPURTENANCES, 6, SEE IRWD STD w-1 AND w-2 FOR ADDITONAL REQUIREMENTS 1" & 2" DOMESTIC WATER SERVICE ED RECONNECTION 3 N,T,S. APPROVED, FOR CONSTRUCTION OF FACILITIES FOR SANTA ANA HEIGHTS WATER COMPANY J, ARTHUR CENCEL PRESIDENT DATE PLANS PREPARED BY: DESIGN S.O.G, ORANGE COUNTY WATER DISTRICT PIPELINE EXTENSION INTO NEWPORT BEACH SAHWC RECONNECTION SHEET NO. 47 cR•"'l J08 No. ASL Consulting Engineers 1--r-t.:;.;;:::;;;;;rl;;.:;;;;;;;;;:;c;;;~,:;;;jjj:;::;.-:;:;;:;:;;;:;;;;;;;;_:---,t-,..,,.,=t=;Mffl, w ... BF.7"1iii18 .. 2iiioo,Oiiili."'O-J One Jenner Slreel, Suite 200 ;!f'.J: Ff?{/~:_ Gjfi;. • --••• ---·CHECKED-_____ D~~"'NO_~O. ____ --r~~••-.f2'~1~o;g~oO 92.7'8 DATE APP, T,L,E. (714 727-7097 Fox) REV, 1oeoo aLIB AVENUE, FOUNTAIN VA~Y. CA 92708 (714) 378-3200 GREEN. ACRES PRO.JECT -PHASE 2 CONTRACT NO. GA·-97-1 ' . ' OF FACILITIES OF 100 SHEETS 1€ 0 i:i V, !;, 0 6 / 0 N OJ :;;, ;z EXIST, 8" ACP "' .. . .. • • , .. ~-_---~-=--- ~-~--~--~~~-7 T rL---~--~~ 1-17 ExIsT, a· PVc"\.I I I I I I I EXIST. 8" RW GATE VALVE E =-3 )j( I W/PLUG AND THRUST LOCK \/ > PROPOSED 12" PVC PIPELINE SEE SHEET NO, 32 EXIST, 12" PVC PIPE "'\. E;: '=!:: :;:3 • • • ~ - - --'\__ - - - - I J I L -fTI -ITh-- - - - -i::i:-:--=---..:..;:,,,._-1-~ (_7 ·) -------11 ::s)(~1::t---• ·· - \..,_ ---------~ .-. • ~ ~:~~:-,-1:ir-B-EG-IN-,C_O_N':".ST:,'R'-UC_T_IO_N..:v EXIST, 12" RW FLANGED GATE VALVE ADATPER ING THRUST BLOCK AND PLUG. JOIN EXIST, 12" PVC PIPE, CONNECTION TO 12" WATER MAIN AT SPRUCE STREET CD INSTALL BLIND FLANGE PROPOSED 12" PIPELINE SEE SHEET NO, 32 PHASE "A" N,T,S, PHASE "J' INSTALL 8" DIP 3° SPOOL MIN (FLGKPE) CONSTRUCT 8" D,I, 45' BEND (P,0,KP,O.) AND THRUST BLOCK PER IRWD STD W-12 ROTATE BEND TO MAKE CONNECTION VERTICALLY 4' ± / PROPOSED 24" RECLAIMED Y/A TER PIPELINE REMOVE AND DISPOSE EXIST. GATE VALVES AND 8" /6" ACP WATER MAIN STA, 300+24.00 INSTALL 12"•121•8~ D,I, TEE (FLG) AND THRUST BLOCK PER IRWD STD W-12, CONSTRUCT 8" D.I.P, rra!'~ihl i·o,P~S) PIPELINE INSTALL 12" FLGKPO ADAPTER INSTALL a·· BLiNii FLANGE & THRUST BLOCK FOR I PHASE ~A".: CONSTRUCTION:· • REMOVE:'BEINDo,FLANGE &'THRUST BLOCK CONSTRUCT. 8":I PIPING AND FITTINGS FOR PHASE '" J' 'CONSTRUCTION, CONSTRUCT· 8". 0,1, 45' BEND, (P,0,KP,O,) AND THRUST.' BLOCK . PERdRWO·:sTD.-,W-12 ROTATE• BEND TO MAKE CONNECTION VERTICALLY ~ AC RB X DIP) PER IRWD SPECIFICATIO ECTION 15162) 12" PVC PIPE AND DISPOSE OF EXIST 12" PVC PIPE INSTALL 12" 01 J TRANSITION COUPLING LONG PATTERN SLEEVE {MJ•MJ) INSTALL 12" 01 3' SPOOL MIN, (FLGKPE) CONSTRUCT 8" DIP ~ INSTALL 8" RW GATE VALVE (FLGKFLG) PER IRWD " I TD W-7 INSTALL 12" BUTTERFLY VALVE FLG•FLG P R IRWD STD W-7 R MO EXIST 8" ACP TO NEAR ST JOIN & DISP SE or. (NO CUTTING OF AC PIPE) 8" AC PIPE INSTALL 8" BLIND FLANGE & THRUST BLOCK FOR PHASE "D" CONSTRUCTION. REMOVE BLIND FLANGE & THRUST BLOCK CONSTRUCT 8" PIPING ANO APPURTENANCES FOR PHASE "M" CONSTRUCTION, \_ EXIST 12" PVC PIPE INSTALL 12" DI TRANSITION COUPLING LONG PATTERN SLEEVE (MJ,MJ) INSTALL 12" 01 J' SPOOL MIN, (FLG,PE) ' ' & THRUST BLOCK PER IRWD STD W-12 (SEE SHEET NO, 46) CYPRESS STREET CONNECTION DETAIL .tmis: 1, ALL JOINTS SHALL BE RESTRAINED, 2, ALL CML&C• STEEL PIPE SHALL HAVE A· MINIMUM OF 1 / 4" WALL THICKNESS. . 3, THE CONTRACTOR FOR THE• 24" R,W, MAIN WITHIN UNIVERSITY WILL· COMPLETE·' THE CASING AND :.CARRIER PIPE INSTALLATION PRIOR TO AUGUST' 1, 19.~1. 4, CONTRACTOR WILL BE RESPONSIBLE TO CONFIRM HORIZONTAL . ANO' VERTICAL LOCATION PRIOR TO BACKFIL~•OF 'i RECEMNO PIT BY IRWD'S, CONTRACTOR. 5, CONTRACTOR ·WILL BE. RESPONSIBLE TO ADJUST. LOCATION. or.:.TEE•'(HORIZONTALLY AND VERTICALLY) IN ORDER;,TOJENSURE COMPATABILITY or: CO~NECTION ', TO THE 24" R,W. MAIN WITHIN UNIVERSITY, 6, CONTRACTOR. WILL BE. RESPONSIBLE FOR THE· REMOVAL OF THE· EXIST-'TEMPORARY BULKHEAD/CAP CONSTRUCTED BY, .. •, IR_wo·s·.coNTRACTOR PRIOR TO JOINl~G. NOTICE in CONTBACJQB USED BY CONTRACTOR FOR, 24" R,W, \ MAIN 3 PIPE MATERIAL.WILl.">OEPEND ON MATERIAL ~I ON·'UNIVERSITY•FOR' IRWD.· (CONTRACTOR ,--....:....----1-,,+-.J...--ffl WILL BE NOTIFIED OF ·THIS ,PIPE •MATEijlAL AT TIME OF AWARD• OF CONTRACT), ' N,T,S, PROPOSED IRWD'S 36" STEEL CASING 1 / PROPOSED IRWD'S '( 24" R,W, MAIN 1 IE 24" B W MAJN OBWP) 15: CMI &C STEEi PIPE P I P (Cl 200\ Ci) 24" BUTT STRAP PER DETAIL@ 0 24" LONG PATTERN MECHANICAL JOINT SLEEVE, (RESTRAINED) @ 24" CML&C STEEL SPOOL @ 24" D,I. SPOOL (CL,52)(BELL,PE) @ 24" CML&C STEEL BEND @ 24" D,I, 22 1 /'J: © 24" CML&C STEEL SPOOL (FLG,WELD) BEND (RESTRAINED JOINT) © 24" D,I. SPOOL (CL.53)(,LG,PE) @ 4 WIRE INSULATING FLANG@E TEST STATION PER DETAIL 2 40 ffi @ 24" FLANGED BUTTERFLY VALVE PER DETAIL Q3/ (v 24" FLANGED TEE @ 24" BUTT STRAPP (STEEL) PER DEATIL ~ 24" LONG PATTERN MECHANICAL QY r,;,,. JOINT SOLID SLEEVE (DIP) (RESTRAINED) \V 24" SPOOL PIECE (FLG,PE) @ THRUST BLOCK PER DETAIL @ @ 24" PIPE APPROVED f'OR CONSTRUCTION Of' f'ACILITIES f'OR SANTA ANA HEIGHTS WATER COMPANY INSTALL 8" TRANSITION COUPLING, (PER IRWD SPECIFICATION 15162) (ACXDIP) L CONSTRUCT 8" D,I,P, (3' SPOOL MIN,) !----REMOVE EXIST, 8" ACP TO NEAREST JOINT AND DISPOSE OF, (NO CUTTING OF AC PIPE) RECORD DRAWINGS ,_lmld11111111ii11Ml1eoll1)11181dblled011~ .. ""'"' :=::.timia•a::-..:~~~~- .., .. -llfomllllorll~n-, ho'lalloon IJ0011)011118dlnto DESIGN DATE PLANS PREPARED BY: J. A~~~~~E~)NCEL DATE SPRUCE STREET ~-~~NECTIO~ DETAIL ffi (SEE SHEET NO, 46) W-llln••--· INTERTIE N~-~NNECTION ED (SEE SHEET NO, 13 FOR PLAN AND PROFILE) ffi i--T-r---------,---,-Ttsionr-DA!r--,---------0.;;::;.---r-:::;~~.----.1.--------------------:::::cr..::--.-----------------.--:::-;.;;--;:;;:-I!;? 9 SHEET NO, "' S.O,G, DEC, 1996 ORAI\N JOO NO, ASL Consulting .. Engineers t.1,W,B. 1B20,DlO One Jenner Slreel, Sulle 200 CHECKED ORA\li\NO NO. Irvine, Callfarnla 92718 REV, DATE DESCRIPTION APP, T,L,E, !714) 727-7099 714) 727-7097 (Fa•) .ORANGE COUNTY ... WATER DISTRICT 10500 ELLIS AVENUE, FOUNTAIN,)/ALLEY, OA·ll:?70_0 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 ~ CONTRACT ,NO. GA-97-1 CF PIPELINE EXTENSION INTO NEWPORT BEACH CONNECTION DETAILS SAHWC AND INTERTIE 5 ~ I 48 OF 100 SHEETS f fli ID:,,:: C!J ::i:wz ::iw- za: !:l C!J(.) 0 zo a: SC!J (.) ~~ lli ozQz <( a: :5 Cl) ID a. REV, ' . --- C: Abutment 1 ( C:Bont4 •< ~=----Boni 5 1 _ -,~3~ ....---- . /'""C: Boni 7 \ j"'""q. Bent 6 .-__ - --\ ___ \ _ -\cq. Bent B 1't . 't -· --__ ~ ____ • -· _._ -----\ Begin of ~rldg:.. _ _ ___ - - b • ~ - - - -\-i \ - -I - - - -STA 1+60± 1 K _ \_ ___ - -,-----\ 1 ___ \\ _ - - --\ ---\ 18" ~E!. COUPLING _ ~ :-_ - -\(_q. Abutment 9 \ ___ 7, ___ ~ _ --\ - -j\\' 'Jr~u~ ~>£!!.U ____ ANQ..H\ESS-- =-~~-~C-..L----' --• ,-. 1 ~ ----7)ETAIL 2 ___ ---~--Endo\Bridge \ ___ __\-----1 - 1 \ ----~,-----~\--\ \ _..,...,-----' Typical Hanger \ 1 0 --;-\'• • • _.69•••• I ·-• I s s-11•2~ E 375,74' I,. Boni 3 ,'(C: Boni 2 71 C' :z: 1"=20' ----UTTERFLY -V/>J.Vf. iJ_ - -- ---- PROPOSED 24" PIPELINE SEE SHEET NO, 11 ---· ---- ---------- INSTALL 4-WIRE INSULATING FLANGE AN PER DEJ'l'IL 2 AND TEST STATIC PER DETAll.ffi_ \ I Provide Hon~era and \ TEST ~TIO@N ~✓/ DATE ~ <I L , 4 '20'0~ INSTALL 18"X24" ECCENTRIC REDUCER (FOT) PER DETAIL@ STA 68+15:t AND STA. 66+23:t 18" BUTT STRAP PER DETAIL Slope paving 4• min concrete over pip• @ ,o• Bento at 10 -6":t o/c 36:t I l:~~;~~X~C~O:U;P;UN:G~---------------'"'"-"'"""'-'"",:__:\~S!!Js""C,S!;!/;C...------------------~::~ NESS '-';<if.i<,.i,"rn:11hr.r o 10•-6" Spaces Equals 335•-cf:t ,,;.:\~~nt -31 PIP• Hangers STA 71 +67:t SOUTH ABUTMENT SEE DETAIL BELOW AND DETAIL ffi North Abutment NORTH ABUTMENT SEE DETAIL BELOW AND DETAIL ffi Fl•• Coupling see sheet 51 ~ Pipe 4' High Chain Unk Fence PLAN Jamboree Rd bridge over San Diogo Crook (SEE SHEET NO. 11 FOR PLAN AND, PROFILE) 1 /'L' atyrofoam over pip• 1 • Mod Hordnooo Pad Grea1111d on to & bonded to concrete I,. Pip• Saw Cut Wlngwoll Beyond Slope Paving ~ PLAN VIEW EL 12,00 :t NORTH ABUTMENT SECTION A-A Not To Scolo Not To Scolo DESCRIPTION STA 71+74": AND A. 71+82:t 18" BUTT STRAP PER DETAIL @ REQUIRED PER DETAIL ffi ~ .tl2llll 1, Spacing of Brocket con bo adjuotod to clear couplora, fonco post, dock drains Etc, 2, Contractor oholl Install Brockoto to provide uniform oupport of tho pipe. (1/4" In 42' toloronco) Shims, Drypock, and Addition lloorlng Pad moy bo uaed to moot toloranco, 3, All work for tho lnotollatlon of tho bridge craaslng, ohall bs dons from Jamboros Road (Bridge), Tho contractor wlll not bo allowed to da ony warl< within San Diogo Creek or beneath the bridge except at tho abutmonta. Match bridge curb :i....-r-----~-r---- 4' High Chain Unk Fence ' ,, ', ,, V ,, ,, , A ............... 4• Co croto Slope Paving w/W1. "x W1.4" -6"x lf'WWF •---L ••••••• ••••- PLAN VIEW ). ffi I . ~ I! ~ Z::i .,,"' • u. • I i 1.!10 ;; i ~ i 11 □!!! a· .____Cl)__J ~ I ffi ::E ::i z ~ I □ I lo . ~ 1.5• I ,__ 1 5• 0 ·1 6" ' lo ' ... 9.5" • I 12" B,5" ... - Typ,►-1+-✓ 33" Existing Concrete Curb __ _ Exlallng Bridga ,.':. --. . ,. ·-'' HANGER DETAILS N,T,S lo HANGER INSTALLATION (AT PIER BENT) N,T,S 3/Ht' Plato Bearing Pad greaaed on top and banded la tho ballom plate, 1"x1/6" strap w/2-5/6" bolls 1· Exlallng Concroto Curb __ _ Existing Bridga • • TS 4"x10"x 3/16"x1'-0" with ond capa HANGER ASSEMBLY Pipe and Strap not shown N,T,S • HANGER INSTALLATION (AT QUARTER POINTS) N,T,S Exlallng Concrete Curb--- Existing Bridge .tlllIES: 1, All atructurol atoel la A36 & 3/8 • thick, (Typical) 2. Adjust locallon of bracket to avoid aupport of tho Rolling, Deck Draine, Etc, 3. Reinforcing aloof shown la not verified. Contractor la reaponalblo to ldantlfy ond locate oll reinforcing aloof, 4. Epoxy grouted bolta •holl be typo 318 otolnloaa atool, ln1tallatlon ahall be per manufacturer written lnatrucllono. 5. Epoxy grout 'aholl be HILTI HIT C-100, 2 component odhoalv• or rnglnoor approved oquol, lnalallollon aholl be per monufacturora written lnatructlon . 5, Baoring Pad shall be 1/'t' flrm neoprene: (20-25 pal o 25:C camproaalon). 7. Ali structural stool (hangar and auppartal shall be galvanized after fobiicatlon and then pafnlod per project apoclflcatlona, B, Tho exposed 16" CML aloof pipe shall be painted per tho project apoclflcotlona, 9, Flnol color of pipe ond hongera will be aofoctod by City of Newport Beach with approval by tho Dlatrlct. Roclolmod Wotor "Decola" wlll be required on both tho pipe and hongora, • TS 4"x10"x 3/16"x1 '-0" with end cops HANGER INSTALLATION (AT MID SPAN) N,T,S ~ t--,---;----------:"-,--,-;;;:;;,;;-,----;;.,r-,------------,---::::;;:;;:::--,---------~--------~r;;;::--,-----------------,---:::;::;;-:::::---fi ; j SHEET NO, fi: DESIGN DATE -ORANGE COUNTY WATER DISTRICT PLANS PREPARED BY: ! 0 i OF 100 SHEETS ~ A,Z, DEC. 1996 ,i;_. ASL Consulting Engineers 10GOO B.IJ8 AVENI!. FOINl'AII V/JJ.Ef, 0A 112708 (714) 378-3200 " DRAI\N JOO NO. J,L.R. 1820,010 Ono Jenner Stroot, Suite 200 GREEN ACRES PROJECT -PHASE 2 CHECKED DRAv.tNO NO. lrvlna, Collfornlo 9271B ,?;,J !714 727-7099 CONTRACT NO. GA-97-1 lW REV, DATE DESCRIPTION APP, D,J.N. 714 727-7097 Fax PIPELINE EXTENSION INTO NEWPORT BEACH HANGER DETAILS 50 '-----'' ' I ~ ~ I I ~ ::, "' z Ill • ! 5 u. C!I 0 I I ~ z "' Ii;; CW 2 :c Cl) ~ REV, 24" PIPE RECORD DRAWINGS J!.-ri;-a==-=--.... ~·-1 ... ..--_11111111--,.11,t II ldtOo ·-__ ........... IIIU'ICI-, ~-111'---llitlla IIIIJ-tillll•• ii lstllw .. ._ ......... STA, 6B+OB± NORTH SA. 1+91± UH II I II DCSION S.0,G, DRA\llj M,W,8, CHECKED DATE DESCRIPTION APP. T.L.E, 2' MIN,- 4 PROFILE 1B" PIPE 2' MIN,- II ti II BRIDGE WING WALL PLAN BRIDGE PIPING DETAIL SCALE: 1"•3/16' CD DAit DEC. 1996 PLANS PREPARED BY: JOB NO. ASL Consulting Engineers; 1820,010 Ono Jenner Strool, Suite 200 DRAIONG NO. Irvine, Calllornlo 92718 (714l 121-1099 (714 727-7097 (Fo•) •'· .. .. ,.,. ; . •, ... BRIDGE \11NG WALL ;: _ _::: -2• MIN,-I '•,,! •'•\ ,· ·, ', 6 STEEL PIPE (D 24" ADAPTOR (FLG, • MJ) WITH RESTRAINED JOINT (IF 24"PIPE IS D,l,P,) © 24" • 18" CML&C STEEL CONCENTRIC REDUCER @ 18"-CML&C STEEL 45' BEND © 18" CML&C STEEL PIPE © 18" BUTT STRAP PER DETAIL @ © 1 B" CML STEEL PIPE (PAINT) (V 18"-CML&C STEEL 45' BEND © 18" FLEXIBLE COUPLING (STL. , STL.) (LONG BODY) © JOINT HARNESS ASSEMBLY PER AWWA DESIGN MANUAL M 11 WITH TYPE 31B STAINLESS STEEL FASTENERS @ 4-WIRE INSULATING FLANGE, TEST STATION PER DETAILffi ~ @ THRUST BLOCK PER DETAIL LU Qy ---BRIDGE DECK 2" COMBINATION AIR VALVE -.. (APCO 145C OR EQUAL) ......_ GALV, NIPPLE (2 1/2 • LONG) 9a ELBOW (W/ SCREEN) GALV, UNION (2 REC'D) WARNING LABEL (2 REC'D) 2" BRASS CLOSE -.. ..._ NIPPLE ......_ _,,,,-Z' BRONZE BALL CORPORATION STOP / JONES J-1943 OR EQUAL 18" CML STEEL PIPE (PAINTED) CONNECTION TO STEEL PIPE PER ffi Qv 211 COMBINATION AIR VALVE CD N.T,S. EXIST METER BOX PROTECT IN PLACE REMOVE & REPLACE EXIST ASPHALT BIKE TRAIL LIMITS OF REMOVAL PER SHEET 49 REMOVE AND REPLACE EXIST A,C, BIKE TRAIL PER DETAIL ABOVE CONSTRUCT 15 L,F, OF CONCRETE CURB (MATCH EXIST BRIDGE CURB HEIGHT "CF") CONSTRUCT 4• THICK CONCRETE SLOPE PAVING WITH W 1 ,4• x W 1,4" 6" x 5• WWF PLAN VIEW PROP, CONCRETE CURB PER DETAIL AT RIGHT PROP, CONCRETE SLOPE PAVING PER DETAIL ABOVE EXIST. WINGWALL BATTER 3:12 CONCRETE CURB '?/Jf!~'fv~e. fo~f!~J:J'cA:!:fo~ TE{!> f!a!~!RICT GREEN ACRES PROJECT -PHASE 2 CONT.RACT NO. GA:-97-1 SECTION A-A BRIDGE DETAIL SCALE: 1"•20' CD PIPELINE EXTENSION INTO NEWPORT BEACH SAN DIEGO CREEK BRIDGE CROSSING DETAILS SHEET NO. 51 OF SHEETS Cl ;: 9 0 ::i 6 0 6 N ., -< z I REV, DATE SCALE: 1" •40' SCALE: 1" •40' OESICff S.O.G. ORA~ M.W,8, CHECKED DESCRIPTION APP, T.L.E, THIS PLAN PROVIDED FOR INFORMATION ONLY ·---- FUTURE 5,0, IMPROVEMENTS BY OTHERS FUTURE SIDEWALK BY OTHERS FUTURE LIMITS OF AC PAVEMENT. BY OTHERS FUTURE CURB BY OTHERS 20 -22 23 24 SE BRISTOL STREET FUTURE COUNTY OF ORANGE IMPROVEMENTS FUTURE CURB BY OTHERS ------------------- -RT-E-73 ~B~OFF--__RAMP~--_:::--------------__ ... ___ _ ·-·. ------- • ---.. ---••• -------..... , ----·-- -. -- 32 < _---::1= ---= --:: -1= •=.--=:.-=----:.. -:.:--= + =--= = = =:::: :::::.-.= .. =--=--=--....:-----=--=·-=---=-: = = == :: --=-=--=--=--..:::. -=-=----=..:. ----,ra-_, ----~=-='-6,....c-'--"==~=-'---='::3J ::I ...J ::I • . ~-. /' DATE OEC. 1996 PLANS PREPARED BY: JOB NO. ASL Consulting. 1820.010 Ono Jenner Strool, Suite 200 DRA'MNG ND. lrvlno, Collfornlo 92718 !714) 727-7099 714) 727-7097 (Fox) FUTURE LIMITS OF AC IIW PAVEMENT BY OTHERS SE BRISTOL STREET WI-OW ::>.:.w a:a: 0.1- CI) Cl) Engineers. ORANGE C.,QIJ1';1TY j,vA. TER. 0/S·TRJCT • 10600. ELLIS AVENUE,;fOIJNTAIN•VALlEY, CA 92708 (714) 378-3200 GREEN; ACRES:iiPROdECT -PHASE 2 ",,, .. ,,• " "· ' /-' ' ' .. , .... ,, ... ' ,, ',' ; . ,, ' '. '"· ··-. CONTRAcr:No. G'_A,;;.97-1 ' ... . . ' RECORD DAAWINOO 'lllalllOalll~IIMlllln=lllllld"'•-.... :.art.=:=11-===· llal'IDl'lll'llll<l! CAIIINloi■~ fflllY IIMbOofl •11 Cl Mll"w:I tt■N ........ ' PIPELINE EXTENSION INTO NEWPORT BEACH SHEET NO, ~ FUTURE BIRCH STREET IMPROVEMENTS BY OTHERS 52 ! f OF 100 SHEETS ~ ··--·····-·•--·-··•·--·---··-----···--------------------------------------------------------------------- ... ----··· LOCATION MAP NOT TO SCALE ... DESIGN DAit f'M DEC 1996 PLANS PREPARED BY: DRA\111 JOB NO, ASL Consulting Engineers f'M 1820,010 Ono Jonnor Stroot, Sullo 200 Nta~ CHECKED ORA\\1NG NO, lrvlno, ColHornlo 92718 PK (714) 727-7099 APP. (714) 727-7097 (fox) TRAFFIC CONTROL PLANS FOR ORANGE COUNTY WATER DISTRICT GREEN ACRES PROJECT PHASE 2 PIPE LINE EXTENSION INTO NEWPORT BEACH ·S:Y.MBOL LEGEND 12'.Zl WORK AREA/STORAGE AREA • TRAFFIC DELINEATOR ► PORTABLE SIGN JI TYPE Ill BARRICADE -DIRECTION OF TRAVEL Y HIGH LEVEL WARNING DEVICE ~ FLASHING ARROW SIGN @ SHEET NUMBER TRAFFIC CONTROL NOTES: 1, ALL WORK ANO MATERIALS SHALL COMPLY WITH THE CALTRANS MANUAL OF TRAFFIC CONTROLS & WATCH MANUAL FOR CONSTRUCTION ANO MAINTENANCE WORK ZONES, LATEST EDITION, 2, ALL STRIPING AND MARKING SHALL CONFORM TO THE STATE OF CALIFORNIA, STANDARD PLANS AND SPECIFICATIONS, INCLUDING STANDARD PLAN A-20, DETAILS, EXCEPT AS MODIFIED BY CITY OF NEW~ORT BEACH, 3, THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES, 4, FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL C18 SIGNS AND ON ALL TYPE Ill BARRICADES GUARDING THE WORK AREA OVERNIGHT, 5, ALL SIGNS SHALL BE REfLECTORIZED ANO STANDARD SIZE, 6, ALL TUBULAR OELINEATORS ANO CONES SHALL BE 28" MINIMUM HEIGHT, REfLECTORIZEO ANO MAINTAINED ERECT IN THE INDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REfLECTORIZEO SLEEVE, If USED DURING NIGHT- TIME HOURS, 7, THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC,. TO INSURE PROPER FLOW AND SAFETY Of TRAFFIC DURING CONSTRUCTION, B, THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC,, PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION. , 9, WHEN CONSTRUCTION IS NOT BEING PERFORMED, ALL ROADWAYS SHALL BE RETURNED TO THEIR FULL TRAFFIC USAGE BY PLATING OR BACKFILLING THe EXCAVATION, 10, PARKING MAYBE PROHIBITED, AS NEEDED, BY POSTING THE APPROVED "NO PARKING" SIGNS AT LEAST 48 HOURS PRIOR T START Of CONSTRUCTION, SEE PROJECT SPECIFICATIONS, 30 11, ADVANCE NOTICE O ¼ D Y PRIOR TO CONSTRUCTION SHALL BE GIVEN TO THE RESIDENTS AND BUSINESSES AffECTE I ONSTRUCTION, 12, CONTRACTOR SHALL REPLAC ANO ALL TRAFFIC DETECTOR LOOPS AND CONDUITS DAMAGED DURING CONSTRUCTION PER CALTRANS STANDARD. SEE PROJECT SPECIFICATIONS, 13, FOR ANY SIGNAL TIMING AND/OR SIGNAL MODIFICATIONS, CONTRACTOR SHALL NOTIFY THE TRAFFIC ENGINEERS fOR CALTRANS ANO/OR COUNTY OF ORANGe AND CITY Of NEWPORT BEACH AT LEAST THREE (3) WORKING DAYS IN ADVANCE OF THE WORK TO BE DONE, 14, CONTRACTOR SHALL COMPLETE THE WORK IN EACH STAGE PRIOR TO BEGINNING WORK IN THE NEXT STAGE, 15, UPON COMPLETION Of CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING ANO STRIPING TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION Of THE ENGINEER, 16, CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE AS POSSIBLE TO ABUTTING PROPERTY OWNERS, 17, ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS OR BARRICADING MAY BE REOUIREO IN THE FIELD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALL TIMES DURING CONSTRUCTION, 18, EXACT LOCATION ANO TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTION CONDITIONS, 19. REMOVE OR TURN SIGNS DURING NON-WORK HOURS, 20, CONFLICT STRIPING SHALL BE REMOVED AFTER EACH STAGE, ORANGE COUNTY WATER DISTRICT TRAFFIC CONTROL PLAN 10500' ELLIS AVENIJE,,FOUNTAN ,VALLEY, CA 8270B (714) 378•3200 NOTES AND INDEX SHEET GREEN. ACRES PROJECT -PHASE 2 • CONTRACT NO. GA-97-1 SHEET NO, ~ 53 i a ~ ~ oF10()sHEETS :;;, z ~ ::E ::, z [!J z I □ REV, 600' C(SPC1) iEXIT76D 30"~ 36" RTE 73 -- 600' C30 '!:! SCALE: 1"•40' SCALE: 1"•40' 150' BUffER ---- C20(LT)/C(SPC1) ► 24" PIPELINE 1 2 I 2·5• /7viri SE BRISTOL ST 3 4 I I ~ 0 ...I w 00 -·-r--r--;=_~~ N ' ;,f---=--~--------:--•1--- ~~-~-\~_\_,_~\ _ _,__--'---~~-~-~~-~-~-~------~-=-~ -~ \ \ ~J- \ \ ----.-· ------► C18 -1-,,-1-1,-,-1,-,-,,-1-11_1_11-,-,-,,-iJ ~~1~11~1~1~,~11~,~11~1~,1~1J 11~,~,,~1,~1~,1 I WORK HOURS 9:00 A.l.t. TO 3:00 P.M, DESlON DAit FM DEC 1996 PLANS PREPARED BY: DRAYM JOO NDo ASL Consulting Engineers 1820,010 FM Ono Jenner Slroet, Suite 200 CHECKED ORA'MNO NO, Irvine, Callfarnla 92718 DATE DESCRIPTION PK !714) 727-7099 APP. 714) 727-7097 (fax) ..... ··-_ ..... ---·----------- THIS' TR~FFIC CONT~OL IS ALSO TYPICAL FOR WORK AREA FROM PIPELINE STA 1-1'00 TO STA.7+18 ORANGE ·COUNTY WATER DISTRICT 10800 EU.IS AVENUE, FOUNTAIN °VALI.EY, .CA. 9270B (714) 37B•3200 .. GREEN:.ACRES PROJECT -PHASE 2 CONTRACT N0 GA;..;97-1 .• ' < • --► or ' ----N -C13 ► SHEET NO. TRAFFIC CONTROL PLAN • SE BRISTOL ST 54 FROM ST A 1+00 TO ST A 7+18 or1OQsHEETS -----------------------------------····----·-------·····-··· .. ·······---··. w q g 0 ~ ~ ;;; ;; fli m ~ z (!J z I CJ fli m :!E ::J z (!J z I CJ .. ! l 1 ~ • 11 I I i a ' , .. w > 0 fll <C w w en - w z -...J :c 0 I- <C ::E REV, DATE SCALE: 1" •40' SE BRISTOL ST ---► C1B I 2 I II I ----1-------l--------+----------,1--------1--------l--/_· 24" PIPELINE Bl SE BRISTOL ST 3 4 5 6 7 I I I I I ;,,r----. .... "' -------=:____ ..... -,.--_. __ --- \ ( ---.... --.... -- DESIGN f'M DRAIIN f'M CHECKED DESCRIPTION APP. PK I WORK HOURS 9:00 A.M, TO 3:30 P,M, · I DATE DEC 1996 PLANS PREPARED BY: ASL Consulting Engineers JOU NO. 1820.010 One Jenner Strool, Sulle 200 DRA.,NO NO. Irvine, Collfo,nlo 9271B (714l 121-1099 (714 727-7097 (Fa,) C22B THIS .TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK ·AREA FROM PIPELINE S'rA 7+18 TO STA 16+85 ORANGE COUNTY • WATER DISTRICT 10600EWS AVENUE_-:FOUNTAJNVAllEY, OA•ll270B ' (714) 378•3200 GREEN. A·cfiES PROJECT -PHASE 2 CONTRACT.NO. GA-97-1 ' . 9 I 3: 0 u:I fll w w en a: 0 T C1B I I 11 I I I I I I 17' 11' 14' 10'10 12'72' 13' i =~ I I I I en .., I :::> T '·I ~ * I I I a_ C13 I I ~ I I 0 I ~. I I I I I TRAFFIC CONTROL PLAN SE BRISTOL ST FROM ST A 7+18 TO ST A 16+85 RECEIVING PIT ). SHEET NO, I 0 I or1OQsHEETS f 55 I ffi ~ z C!l z i □ ffi ~ 2 C!l z i □ ... .. ' n1 1L REV, w > 0 al <C -- 4 N -;. - -~-~ --·-·=----:-. ---- ·- - -- ► ClB 5 . ' -------------· - CIB T SE 6 7 . ' ' ---------- ---------- ---------~-~ ~1), ► C20(LT)/W6(35) 250' I -16' 11' -;:"""r J.Q.' 11' 16' i----r .a. C13 ' 1, ~ SE I I C13 T ... C1B 14' 12' 11' 10' 11' 10' ---BRISTOL ST B 9 \~ ~, ~ . a ' ' ' -I l __, I ~.$-~.ir - .!J-p 16~ -------------- --1> ~ ~~ v---: 10 ' ► C21/W6(35) ''\ ' i * 250' 250' ' I a:' ~ 0 NO LANE CLOSURE CJ) FOR WORK AREA FROM I I :J I I STA 16+85 TO STA 20+85 a. 16' ,11 ', 13' 10'10' 11'111'114' ::E T ' ' I <(C13 i ~ I I (.) '-I I ... BRISTOL ST CIB I I I I i I I lli t=========1~6====:=~=:~~J~17~=====l=======1$BE=::rL.,,=>---_:1~9 -------+20:..._ ____ 7 CJ) i-______ !:!_.__Jr..,......I 24" PIPELINE w i------~==ijl===.$.>.,~ z -...J•-----........... . :c c:: (.) JI. C30 ~ TYP I-1-------=B:.::OOc.....' T~APc..:E:.:..R ----t---+--t------------+------'-'::.....!""-'-'::!!.....----1 <C 150' BUFFER ::E DATE DESCRIPTION Cl3 T VAR VAR I- C/) :c (.) 0: -al APP, .a. ClB 40' DESlGN FM DRA~ FM CHECKED PK DAit DEC 1996 PLANS PREPARED BY: JOB NO. ASL Consulting Engineers 1820,010 One Jenner Street, suite 200 DRA'MNO NO. Irvine, CalUarnla 92718 (714l 727-7099 (714 727-7097 (Fa,) -23 -24 -0) --n• Cl3 ► I 1111 I I I- CJ) CJ) CJ) w a: a. >-(.) :1 WORK_. HOURS 9:00 P.M. TO 6:00 A.M. ORANGE COUN,TY WATER DISTRICT 10800 ELLIS AVEN\JE,,FOUt-lTAIN"VALLEY, OA 9270B (714) 37B-3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 13 13 14 15 -. . . " -. . . .ir.,. 1: "' ...-l[ _( ----------·-·• ----C30 ---------------- J t7 1_1 ~ I ' I I I I I I I I I I BOO' TAPER SCALE: I" 040' 25 f:? 26 27 T ~19.5' TRAFFIC CONTROL PLAN SE BRISTOL ST FROM ST A 20+85 TO ST A 21+30 3: g w al w w CJ) w z -...J :c (.) 1- <C :i! SHEET NO, 56 OF1QQsHEETS w ~ D !l-~ ;;. ~ ! (!) z I □ I ::i z (!) z I □ L w > 0 al <( 4 250' 250' ClB ..-161 11'10' 11' 16' ~__, .... ..,...._:..., .L C1J SE BRISTOL ST ttl i---------,'1-6 ---1= ===r=1$;7 ======t======:i1~8 ~===l----0--_'.1/'.-9 ------~2~0 ------i CJ) •=-------.....;:"', _...:.fJ'=---i W 90' -~ .9-,,. z -~ -....1•--- a: C CJ) ::, I I a. ::iE T 16' 11' 1J' <(C1J (.) ~ I I I 10'10' 11' 11•!14• I I 0 - .L C\B 24" PIPELINE a c:: ~ ----r1~ 111RrTI I !:: J------------:t-:::-:i-j-________ J.!10~00Q'..'..!!TA~PE[!!_R ___________ _:_ _____ --'-__ , ___ -=~Q'...mfil!!!._ ___ 1 ...... I 150' BUFFER ~ C1J T VAR VAR I- C/) :I: (.) a: ffi 40' DESIGN FM .L C18 DAit DEC 1996 I WORK HOURS 9:00 P,M, TO 6:00 A,t.4, C1JT t-en . en en w a: a. >-(.) I I I I I I I I I I SCALE: 1" •40' I I .L C1B 19.5' 19.5' PHASE I I . I ' ffi [D ~ z (!J z i □ " . w > 0 Ill <( "' ► C18 5 c1a T 250' 16' 11'!.Q'.11' 16' ' 6 .L C13 7 a g ~.i)- ► C20/W6(35) I 250' SE BRISTOL ST I I l I I I T 14' 12'J11'10' 1'10'11'111 1-1~ .L C18 C13 0 ~ .i)- ,.11'1> --~ ~"t, C21/W6(35) ► I a: C ~ I I I I 10'10 11'111'114' C18 lli l----~16~---E3--~=-=-=l=~17~======9=======~18t=3---<e----.'.i19'.._ _____ _:;20'.._ ____ 7 ~w~.L I . 24" PIPELINE ,n ;,, .fr V,1 1--------;-1---1 90' ~ ~:> w ~ z --. ..J -===-.... ·'\,. ~ .... : ---.. ........,.,----=---:=-~111:::---:=-'--=---:~t:tii:1; 90' C30 ;.. ,~ -- lI 23 24 ;.. '\, - 5 C:: R1B-2 ► ~ \--.---·V rig R18-2 ► 11111 I I ~ l------------+--+--+--------1:=;00:::,0'.....:T.:.::.AP..::,ER:....._ ______________________ 1 ____ =c---=a..;'-=-- <( ~ VAR VAR 150' BUFFER ~ (/) (/) (/) w a: a. >-0 C13 40' T ... ~ C18 en C13T :c (.) a: -m I WORK HOURS.. 9:00 P,M, TO 6:00 A,M. OESIQN DATE ORANGE COUNTY· WATER DISTRICT FM DEC 1996 PLANS PREPARED BY: DRAll!l JOO ND. ASL Consulting Engineers 10500 ELLIS AVENUE,.FOUNTAt-l'VALLEY, CA 82708 (714) 370•3200 FM 1820,010 One Jenner Slreel, Sulle 200 GREEN ACRES PROJECT -PHASE 2 7 "11 IWV/'-'/()N'11 I'!:, C.OUNTY 0/' OflANrilf:; . CHECKED DRA'MND ND. Irvine, Calllornla 92718 CONTRACT ,NO. GA·-97-1 c114l 727-7099 DATE DESCRIPTION APP, PK (714 727-7097 (Fo,) ., . . .· C30 39' 1-~--1 .LC18 13 17 ,_, I I 14 15 --- ----111---· ~ I I I I I I I I I I SCALE: 1"•40' -26 -"' N 27 = t.. ►C13 D Lil 1111111 PHASE 2 TRAFFIC CONTROL PLAN SE BRISTOL ST FROM STA 24+40 TO STA 24+70 s: 0 ..J w Ill w w en w z -..J :c (.) ~ <( ~ SHEET NO, ~ 58 ~ 0 ii ~ oF1QQsHEETS ;;; ii fli CD ~ z [!) z I 0 fli CD :::iE ::J z [!) z I 0 I ! I i . I I I I i a ' i--71 '1 .. , ... I~ I~ w > 0 al <C w w en w z --' :c (.) I-<C :E SE BRISTOL ST 1'1 -------0--~13~------li4------~15:_ _____ _..'.lf_6 ---f:3======l=$17==:==E:==:=,l========~ll8t=3-~r---1+9-------120~---~ -----ii---- ~ ~ . ----·--------------.--·· ---------·-------. -·-· -.,_, _____ _ -- CIB I I I I I I I I I I 250' 1- (/) :c u 0: -Ol C13 T .a. ClB SCALE: 1"•40' 24 C13 T .a.CIB 1- 19,5'119,5' en (/) (/) w 0: a. >-(.) -90' I I DtSION 22' 19' C18 ----:::...-------- SE BRISTOL ST ---·--------------- 1000' TAPER DATE -- • 25' ---~t J---J ·· --·---· . ---------J-TYP-_--_-_-------f-£-'~~:..c...q.<~~~~~l---._ CJO 150' BUFFER · • I I I THIS TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK AREAS. FROM ~IPELINE STA 21+30 TO STA 23+80 STA 24+70 TO STA 32+05 24" PIPELINE ClJ T ZENITH AVE I WORK HOURS 9:00 P,M, TO 6:00 A,M. ' .;•CE I!\\, 19,5'~ -·---- .a. C18 I-en w (.) ::, 0: a. (/) ------ .. 22 m --·-· ·--;. ~ -- ' ? f"M DEC 1996 PLANS PREPARED BY: ORANGE COUNTY ... WATER DISTRICT TRAFFIC CONTROL PLAN ~ 10500 ELLIS AVENUE,,FOUNTAl'l VALLEY, CA 92708 DAA.il JDO NO, ASL Consulting Engineers; (714) 378-3200 f"M 1820,010 One Jenner Slreel, Sulle 200 SE BRISTOL ST 3: 0 -' w al w 23 w en w 11 I I I I I z --' :c (.) I-<C :E -35 SHEET NO, 59 GRJ;EIJI ACRES PROJl;CT -PHASE 2 f!lf?:-CHECKED OAAWNO NO. Irvine, California 92718 FROM ST A 21+30 TO ST A 32+05 (714l 727-7099 CONTRACT NO. GA·-97-1 PK APP, (714 727-7097 (Fax) ,,, OF or100s1iEETS • '· ~ ~ 0 !} ~ ;; z _I ffi m ~ 2 (!) 2 I □ ffi m ::E ::J z (!) z I □ I I I i • I ~ I 11 2 ~ , .. ---------------------- w > 0 (l) <( w ;:.. -w °' -Cl) w z -..J :c 0 I-<( :E REV, DATE 24 C13 19,5• I 19.5' C18 1-(,f) Cl) Cl) w a: a.. >-0 DESCRIPTION I/ - 25 - SE BRISTOL ST ~-----~C20(RT)/~6(35) I I I I I I I I I I -------=- SE BRISTOL ST 90' 25' 26 -25- I I I I 1000' TAPER DETOUR PLAN C(SPC3) SPRUCE ST 60 CLOSED 42" USE BIRCH ST 36" 6' WORK AREA NO SCALE SE BRISTOL ST C(SPCJ) ► -+ C5(RT) ► .L C7 APP, Iii ZENITH AVE ~ C5(LT) ~ t .L C5(RT) -+ C5(LT) ► .L C5(LT) t ffi C5(LT) ..- OESIOH FM ORA\\tl FM CHECKED PK ORCHARD DR ~ C5(RT) -C5(RT) ..-Iii DATE -C5(LT) ► 0 :i: u ~ 0 DEC 1996 PLANS PREPARED BY: JOB NO, ASL Consulting 1820,010 One Jenner Slrul, Sulle 200 DRAWING NO. Irvine, California 92718 c114l 121-1099 (714 727-7097 (Fa,) .L ~ C(SPC4) L&J (.) :::> ~ 0. VI Engineers ~ C(SPC4) I~ ____ ,, ► C21/W6(35) 250' 250' . 1- (,/) Cl3 VAR VAR ... t--+-1.L C18 C(SPC4) :c 0 a: -(l) . SPRUCE ST CLOSED DETOUR AHEAD 6' 50 150' BUFFER ZENITH AVE I WORK . HOURS. 9:00 P,M, TO 6:00 A,M, THIS TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK AREAS -· FROM PIPELINE STA 300+'00 TO STA 300+65 ORANGE COUNTY WATER DISTRICT 1oaoo ELLIS AVENUE. FOUNTAIN VALLEY, CA 9270B (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 CONTRA CT NO. GA:-97-1 • --- 1-(,f) w 0 ::> a: a. Cl) CE I or l=f CJA ~ 0 ..J w (l) w 22 23 w Cl) --w I 11 11 I I z -..J 1000' TAPER :c 0 I-<( :E -"' -~ °' - --- ? ,., ► C13 24" PIPELINE ·'- SHEET NO. TRAFFIC CONTROL PLAN ~ C SE BRISTOL ST 60 g C ~ FROM ST A 32+05 TO ST A 33+15 ~ OF1QQsHEETS ;:, z I I ffi ~ z C!l z i Cl ffi ~ :::, z C!l z i Cl .. I ' .__, 0 -"' - RTE 73 .. ···-·-. ·-··· ... ···--. ►c1B(RAMP) 600' "-i C(SPCl) fool6D 30"~ J6" 19 20 ~ C18 Ji C20(RT)/W6(35) ► C21/W6(35) 250' 250' w > ~c=-------<C ---- w z -...I :r: 0 1- <C ~ REV, ,'11 DATE -------------- (2e,VIPJION'J ------- I- C/) C13 ' t w 0 :::, a: a.. Cl) @I'> ... APP, ... 19,5' 19.5' C18 DESIGN FM ORA~ FM CHECl<ED PK DATE DEC 1996 JD8 ND. 1620,010 Of!A1MNG ND. RAMP ----- SE BRISTOL ST -90' --22 23 -24 25 26 SCALE: 1" a40' r 650' TAPER -------------- -2a- ------------------... --- ~ 0 ....J w al w w en w z -----C; 0 L J----J--------J· ----···--J --------·· -----· ....J :r: 0 1- <C ~ II- PLANS PREPARED BY: ASL Consulting One Jenner Street, Suite 200 Irvine, Collfornla 92718 (714) 727-7099 (714) 727-7097 (Fa,) I I I I I 11 C13 Cl) ... Cl) w a: a.. >-0 ~·,,9.5' .a.C18 I-C/) THIS TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK AREAS FROM PIPELINE STA 33+15 TO STA 37+0Q I I I I I I SE BRISTOL ST !"woRK HOURS 9:00 P.M. TO 6:00 A.M. ORANGE COUNTY WATER DISTRICT (714) 378-3200 Engineers 1oeoo EWS AVENUE,,FOIJNTAlffVALLEY, CA 92708_ ,·' GREEN-ACRES PRO,J~CT -PHASE 2 CONTRACT. NO. GA~97-1 . . ·• . ., 1000' TAPER OF -"' ---. -N --~ • :!: ---"' N C13 ► -- [ J ?. . ...I ~) 0' a.. 14,5 11' 11 12' ~ C13 '309 w ... ~-~ -> I I >-' ' t PHASE 1 <C I I CD SHEET ND. TRAFFIC CONTROL PLAN SE BRISTOL ST 61 FROM ST A 300+65 TO 308+00 or1O0sHEETS ~ i i ;;. ii ~ ~ z (!J z I C ~ ::i: ::, z (!J z I C . I •• --· w > 0 co 0 ClB(RAMP) ► RTE 73 C(SPCl) 17xirl6D JO"~ J6" 19 C20(RT)/C(SPC I)► <( -••• -----.. ·-- w z -_J :c: (.) I-<( ~ "11 DATE ~Vl~l/7/'J'ZI. : a,uNT'(·or DESCRIPTION I- C/) w (.) ::::> 0:: 0. Cl) Nc::ila> 20 600• TAPER C13 T APP, JOO llfP .L 19,5' 19,5' ClB DESICN FM DRA1il.W FM CHECKED PK SE BRISTOL ST -22 2J 24 ClB ►- 111 11 I I 250' Cl) Cl,3 T Cl) w 0:: ,0. >-() I 100' I ~ -35 -][ . -][ 500' TAPER I WORK HOURS 9:00 P,M, TO 6:00 A.M. DATE DEC 1996 PLANS PREPARED BY: JOO NO. ASL Consulting Engineers 1820,010 One Jenner Street, Sulle 200 DRA.,NG NO. Irvine, Collfornlo 9271B (714 727-7099 (714 727-7097 (Fa,) -- 19,5• I 19,5' -J6 - .L ClB I-C/) 150' BUFFER 25 26 C20/LT)/W6(J5) ► = 'iJ SE BRISTOL ST DETOUR PLAN SE BRISTOL ST -C5(RT) ► C(SPC2) BAYVIEW PL 42' DETOUR 60 AHEAD '6' OBANGE COUNTY WATER DISTRICT 1oeoo.aus.AVEMJE,,FOUNTAl'1•.VALLEY, CA·9.2708 (714) 378•3200 27 GREEN ACRES PRO~ECT -PHASE 2 • CONTRACT NO. GA1-97-1 NO SCALE SCALE: 1" =40' ~ 0 _J w co w w . ·-.... --·--· Cl) --2B --· _J 0. -29- 14,5 1 ' 11 12' 250' .L ClB ---- 250' 30_ "' ---"' --in d --- ;,, N ClJ ► PHASE 2 TRAFFIC CONTROL PLAN SE BRISTOL ST FROM ST A 37+00 TO ST A 41+00 --· -- SHEET NO, 62 DF10QsHEETS ). ~ I 0 ~ ~ ;;, z I z C!l z I □ ffi Ill ::;E ::i z C!l z I □ I l I i • I ! I Ii ~ ' .. II RTE 73 0 C18(RAMP) ► 19 20 SE BRISTOL ST -22 23 C18 ► w > 0 al 600' TAPER <C ----·----------------w w ----CJO ---- en w z -..J :c 0 I-<C ::?.: I WORK HOURS 9:00 P.M. TO REV, DATE DESCRIPTION I-en w 0 :::, a: a.. en 6:00 A.M, C13 T APP. 19,s•l 19.5' DESIGN FM DRAllff FM CHECKED PK ... C18 DATE DEC 1996 JOB NO. 1820,010 DRA.,NO NO. 25' 4--JYP ? DETOUR PLAN SE BRISTOL ST - PLANS PREPARED BY: ~ -JS 1000' TAPER NO SCALE C5(RT) C(SPC2) BAYVIEW, PL 60 42" DETOUR AHEAD 6' ASL Consulting Engineers One Jenner Slreel, Sulle 200 Irvine, California 92718 1714 727-7099 714 727-7097 (Fox) 24 25 19.5' 1 19.5' ... c1a - SCALE: 1" •40' 73 SB OFF RAMP --s: 0 ..J w al 90' --- 90' ------....:; --- - -----------·-------·-------------w -----------w en I----_\. ______ ~----·----~-------·-··-~---~w 26 27 ·--28 ··---29-30_ I I I - MAINTAIN 5' OPENING FOR PEDESTRIAN SE BRISTOL ST 38· R16 ---◄o-l R16 --"' -~ - 305"" ----ui ---~ -- 150' BUFFER RlB-2 ► C13 ► MATCH LINE "B" MATCH LINE "A" ...J 250' 0 'f' C18 OJ ~ <::. ff\ ~ -0 ' li\ 11i) I " b • I" "' \\', 'lt ,- 22B ~ .. . \" I \ MATCH LINE ORANGc COUNTY WATER DISTRICT 1oeoo ELLIS AVENUE, FOUl'ITAIN .. VALLEY, DA 8~708 (714) 378-3200 / GREEN·ACRES .. PRO,JE,CT -PHASE 2 CONTRACT ·NO. GA·-97-1 ? ~~w OF \~ a.. s: w -> >-<C al 0: PHASE 3 It ::, w b % " "' - 11' MATCH LINE "A" "B" SHEET NO. TRAFFIC CONTROL PLAN SE BRISTOL ST 63 AND BAYVIEW PL or100sHEETS /. \I j 0 f :> ii I ,, fli co ~ z C!l z i CJ fli co ~ ::, z C!l z i CJ I ~ I i • ! i I ' R I ~ ~ ~ REV, DATE I-en --' 0 I-en -0: al w en I I I 12' 11' 10.5' 25' r-r t t t t I I I 12' 1 t 1' 10' I I t t7· -I I -a: .a. C13 BAYVIEW PL -/w-4-4~-------~, \ ls-1L MATCH LINE "C" I I I I I I I I I I I I I I I I I I I I I I I "' '1' iq "' - SCALE: 1" •40' NOTE: (THIS SHEET ONLY) [D INSTALL TEMPORARY PAVEMENT MARKING 0 INSTALL TEMPORARY 12" STOP LIMIT LINE 0 INTERSECTION WORK HOURS: 9:00 AM TO 3:00 PM I I I I I I N ,,, I WORK HOURS 8:00 A,M, TO 5:00 P.M. 1. I I I.,,. I I I §' I I '15 I J a ~ 112• 12' I ~ ;;; I 24" PIPELINE C13 MATCH LINE "C" I / ~I/ 11' 1;7 I J I C18 I ' ' .,., MATCH LINE "D" DESIGN DATE PLANS PREPARED BY: F'M DEC 1996 DRA\\tl JOB ND, ASL Consulting Engineers, F'M 1820.010 One Jenner Street, Suite 200 CHECKED ORAWNG NO. Irvine, Co!Uornlo 92718 PK (714l 727-7099 DESCRIPTION APP, (714 727-7097 (ro•l ORANGE COUNTY WA, TER DISTRICT 10800 ELLIS AVENUE, FOUNTAIN. VALLEY, CA 82708 (714) 378-3200 GREEN ACRES PROJEC.T -PHASE 2 . I , , CONTRACT ,NO. GA-97-1 MATCH LINE "D" JAMBOREE WORK AREA C(SPC5) BAYVIEW CIR SO 36" CLOSED DETOUR AHEAD 6' tii _J ~ i2 CD DETOUR PLAN ST 'i' -SC3 C(SPC5) --"-I BAYCREST CT TRAFFIC CONTROL PLAN BAYVIEW PL FROM STA 41+00 TO STA 51+50 J. NOT TO SCALE s\-lE/\RW/\1E.R PL SHEET NO, ~ 64 I D ~ or1OQsHEETS ~ ;;, ii I I ffi CD l ~ j ~ z I . !J_ C!l z ' a m I I ; )> 0 a -< ~ < ltll -1 m ~ (') -:0 ... ....... Joo• TAPER DE~OII DATE FM DEC 1996 DRA\\ll JOB NO. , .. FM 1820,010 CHECKED ORA'MN0 NO. REV, DATE DESCRIPTION APP, PK Ii I I.... lY NQIEl (THIS SHEET ONLY) OJ INSTALL TEMPORARY _PAVEMENT MARKING m INSTALL TEMPORARY 12" STOP LIMIT LINE II] INTERSECTION WORK HOURS:, 9:00 AM TO 3:00 PM PLANS PREPARED BY: ASL Consulting Engineers Ono Jenner Slrool, Sullo 200 Irvine, Collfornlo 92718 !714) 727-7099 714) 727-7097 (Fa,) g ~ g ~ SCALE: 1" •40' OJ ~ < ffi ~ lll\ I ~; (') CJA l=t :0 24" PIPE LINE "' C13 ,~WORK HOURS 8:00 A.I.I. TO 5:00 P,M, " ORANGE COUNTY WATER DISTRICT 1oeo.o EWS ,AVENUE,,FOUNTAIN. VALLEY, CA 82708 •. (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 CON!TRAC.T NO. GA:~97-1 ? T J 11 t I t 10 u ~\\ ~\\ 22' 12' "" . "' -y I [ ft/IN ~lff ~ 14'116!. "' I "' 7 ~ -y..L ~ ' ~ ,. \ \ \ ' \ ' ~ ' \ ' -y..L \ ' ' '\\ PHASE 1 ' \,\ SHEET NO. TRAFFIC CONTROL PLAN 11 q 65 g BAYVIEW PL FROM C ~ ST A 51+45 TO ST A 55+27 !! or1O0sHEETS or ;;;. • ! C!l z i 0 -. I n ~I; cc I q REV, DATE DESCRIPTION APP, C18 \' C12 ~_1 _____ _ _ .\-\ 50' --,f-J C18 T R61-19,1 24" PIPELINE C18 T 18' 1 I' -i- 1 '1 161 t:: l(' I 4 ;;l C 1 J I.I.. ~ YJ > >-~ 100• BUFFER 57 24" PIPELINE ---- -57 C\3,. SCALE 1"••10' -- SCALE 1" •40' -- I WORK HOURS 8:00 A.M, TO 3:30 P,M, DESIGN DATE FM DEC 1996 DRA\lfl JOB ND, FM 1B2D.010 CHECKED DRA\fi\NO NO. PK PLANS PREPARED BY: ASL Consulting One Jenner Stroot, Suite 200 Irvine, Collforn1o 92718 ,1,4l 121-1aee (714 727-7097 (Fox) Engineers· ORANGE COUNTY WATER DISTRICT 10800 ELLIS,AVENIJE/,FOIJNTAN'VALLEY, CA 92708 (714) 378•3200 GREEN'ACR'ES PROJECT -PHASE 2 CONTRACT NO. GA--97-1 PHASE 2 PHASE 3 TRAFFIC CONTROL PLAN BAYVIEW WAY AND BAYVIEW PL SHEET NO, 66 OF1QQsHEETS ~ I ~ ~ ;;. z fli m ~ z C!l z i Cl fli m ~ 2 C!l z i Cl I l I i ~It I i i a ~ -. -. REV. DATE DESCRIPTION APP, V• "' 4~ ~ C18 ... \:!\ \ I \61 DtSIGN DAit F'M DEC 1996 PLANS PREPARED BY: ASL Consulting DRAV.W J08 NO. F'M 1820.010 Ono Jonnor Strool, Sullo 200 CHECKED DRAV.NG NO. lrvlno, Callfarnlo 92718 PK (714) 727-7099 (714) 727-7087 (Fo,) MATCH LINE SEE BELOW I I I I I I I I I I I I I I I SCALE 1" a40' I I I I I I I I I I I I I I I I I . ' MATCH LINE SEE ABOVE I BAYVIEW WAY ------..... ----.. ._ __ .. ,... ----------- -----~ ?J~~ -~ ...... ). 24". PIPELINE I WORK HOURS 8:00 A.M. TO , 3:30 P.M. PHASE 1 • ORANGE COUNTY WATER DISTRICT SHEET NO. Engineers TRAFFIC CONTROL PLAN ~ 10500 ELLIS AVENUE,.FOUNTAtfVALLEY, CA 82708° (714) 378•3200 q ~ GREEN ACRES PROJECT -PHASE 2 A"r BAYVIEW WAY BETWEEN 67 g 0 CONTRACT ·NO. GA:-97-1 BAYVIEW PL AND JAMBOREE RD I or OF1QQsHEETS ;; ii ffi CJ ~ z C!l z i CJ ffi CJ ~ :::, z C!l z i CJ . •· ' ' . .... ... ,, ..._ '-llJ.~' , ................ ~~ ~ ,' ' ' '· ' ' ' ' DESIGN f"M DATt DEC 1996 BAYVIEW. CIR C'Z I SCALE 1" ~ 40' .._ -------·- I WORK HOURS 9:00 P,M. PHASE 2 JAMBOREE RD ◄ C18 -... -----·---.... -------,;:;--____ --N "' 1-;'--.g-, ---·§ --------- -~ -T'(p ----------- -------------- 0 ► C\3 I 2oo·"'r----'-I \_ 24" PIPELINE TO 6:00 A.M, 24" PIPELINE • -o.C18 I z C!l z i □ ffi CD ::E 2 C!l z i □ REV, I: w I: w z -_J :c: 0 I- <( ' ~ DATE ' ' ' ' " ' ' ' DESCRIPTION - SCALE 1" ~ 4D' ' ' ..__ ' --.. --.. ----- --.. --.. ---- -- DESICN DATE FM DEC 1996 PLANS PREPARED BY: DRA\\11 JOO NO, ASL Consulting FM 1B2D.010 Ono Jenner Strool, Suite 200 CHECKED ORA'MNO NO. Irvine, California 92718 APP, PK (714) 727-7099 (714) 727-7097 (Fox) ------------------------------------------------. ------·····-·····---- Engineers: C20(CENTER) ,' ( C(SPC6) BAYVIEW WAY 6D 42" USE RIGHT LANE 6' JAMBOREE RD - ---------- 24" PIPELINE I WORK HOURS 9:00 A.M. TO 3:30 P,M. ORANGE COUNTY WATER DISTRICT ·,oeoo ELLIS AVENUE,··FOUNTAtl VALLEY, CA 92708 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 COft./TRACT·.NO. GA-97-1 ~ ~ :~ ····-----·----·-------------·---------------------- ------------- TRAFFIC CONTROL PLAN JAMBOREE RD FROM ST A 62+80 TO STA 67+30 ' I: ~ w z -_J :c: 0 1-, <( ~ -------------- ~ -.... --~ "'· 69 C13 \o SHEET NO, 69 or1QQsHEETS V ~ B a i ;; z fli CD ~ z C!l z i □ fli CD ::;!: ::i z C!l z i □ I: .. LL I: LU z ---' :c 0 J-<( ~ . . REV, DATE L "---..., ' ' " ' ' ~----' ' ' ' '-,. ' ' ' ' ' ' ..... ..... ' ..._ ..._ DESCRIPTION ' ' ..._ ..._ ..._ ...... APP, ..._ - ..._ DE51CH f'M ORAYM f'M CHECKED PK ..._ ..._ t:.::J,;_½') .:z:: I SCALE: 1,. •40' ...... ...... DAit DEC 1996 JOO NO. 1820.010 DRA.,NG NO. -.... .._ -.... PLANS PREPARED BY: ASL Consulting Engineers Ono Jonnor Stroot, Suite 200 Irvine, Calllarn1a 92718 (714l 727-7099 (714 727-7097 (Fa, ---- ~ ClB ( JAMBOREE RD ---------·-··--·------ C30 .. 64 :lf-,/~====.:.:_\'j__::::___::··~-615:.._:=_J,,,,:✓J.~JJ..~I .).. ----------J ____ J.§Q'.~~2:4•~p=1P:EL~IN:E_J * 150' BUFFER t ..:~ C18.).. ~ I W.ORK HOURS 9:00 P.1.1. TO ORANGE COUNTY WATER DISTRICT 10500 El.LIS AVENUE, FOUNT/IN VALLEY, CA 92708. (714) 378-3200 .GREEN ACRES PROJECT -PHASE 2 CONTRACT·.NO, GA-97-1 6:00 A,1.1, -------·------------------- TRAFFIC CONTROL PLAN JAMBOREE RD AT STA 65+70 -"'·. -----------· - 69 SHEET NO, 70 OF1Q()sHEETS w q g 0 I ;;; ii ffi ~ ::, z (!) z i □ •· . I I I R ~ R w z -.J :c 0 I- <C :?E REV, ---------- DATE JA.lvfeof:11212 RD ..___ ----..._ ----..._ ~ DESlGN FM DRA\111 FM CHECKED DESCRIPTION APP. PK ( "' DATE DEC 1996 J08 NO, 1820.010 DRA'MNO NO. ' ' ' - SCALE 1"•40' --w z -.J :c 0 1- <C :?E -~--------==~_J --- ,tp' JOINT EXISTING DETAIL 11 ..£i.4 - 24" PIPELINE 200' TRANSITION PLANS PREPARED BY: ASL Consulting Engineers Ono Jonnor Slrool, Sulla 200 lrvlno, Collfornlo 92718 !714l 121-1099 714 727-7097 (Fa, JAMBOREE RD JOINT EXISTING --------74---- 200' TRANSTION I WORK HOURS 9:00 A.M. TO 3:30 P.M, I z t!l z I □ I z t!l z I □ . . •·. REV, DESION F'M DRAV.W F'M CHECKtD DATE DESCRIPTION APP, PK --76 - 600• TAPER DATE DEC 1996 PLANS PREPARED BY: ASL Consulting Engineers JOG NO, 1820.010 Ono Jonnor Slrool, Sullo 200 DRAYi1NO NO, lrvlno, Collfornlo 92718 (714! 727-7099 (714 727-7097 (Fox) JAMBOREE RD 0 -S! -- 24" PIPELINE 150' BUFFER \ \ I, \ 1 I \ I ' I I I I \ I I ~,,\' ' ' - I WO~K HOURS 9:00 A,M, TO 3:30 .P,M, THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS FROM PIPELINE STA 72+50 TO STA 80+85 ORANGE COUNTY WATER DISTRICT 10800 ELLIS AVENUE,·FO\INTAIN•VAUEV, CA 92708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 • CONTRACT NO. GA·-97-1 OF --------•--·· --·-·· ·-···---···--··--·-----··---···• -----···-··•--·-·-...• ----·-······-··· ········-. ------.. "'••-•------•. 83 I I I "\ ·-------!-' 1---,,,------------· '.:'.:--- -- C13 It TRAFFIC CONTROL PLAN JAMBOREE RD FROM ST A 72+50 TO STA 82+65 N "\ SHEET NO, 72 OF1QQsHEETS i ~ g a I ;:, Ii ffi ID ~ z C!l z I 0 ffi ::;E ::i z C!l z I 0 I r ~ ~ • ! ! I 1 ~ a ~ / / , .. REV. DATE / / / I WORK HOl:JRS DESION DATE FM 'DEC 1996 PLANS PREPARED BY: DRAv.N JOB NO. ASL Consulting Engineers- FM 1820,010 Ono Jenner Strool, Suite 200 CHECKED ORAYt!NG NO. Irvine, California 92718 (714) 727-7099 DESCRIPTION APP. PK (714) 727-7097 (Fax) 0~ SCALE 1"a40' s\i'< \)~'-J~~ PHASE 1 /! I I ~13 10 12'112'13.511' B' 12'~ ... C18 \ I 0 a: llJ llJ a: 0 al ~ <( --:, ... C13 I I ♦ ♦ ♦ I \ \ \ \ I II r, I I " " R16 C30 9:00 ..,,M, TO 3:30 P,M, I I MATCH LINE SEE ABOVE ORANGE COUNTY WATER DISTRICT 1oeoo ELLIS AVENUE. FOUNTAIN,VAUEY, OA B2708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 • CONTRA ct· ·NO. GA·-97-1 OF ' 24" PIPELINE MATCH LINE SEE BELOW 0 a: llJ llJ a: 0 al ~ <( --:, I I I I I \ I \ I I I I I I I I I I I I \ \ \ \ \ \ \ I I I TRAFFIC CONTROL PLAN JAMBOREE RD AND UNIVERSITY DR ... C20(RT) '1l 0. '1l 0. SHEET NO, 73 □,1QQsHEEiS ~ ~ 0 ~ ~ ;;- ii ffi ~ z l!l z i CJ ffi ~ ::i z l!l z i CJ , .. C13 ~ / / OtSION FM DR.\v.tl FM CHECKED 1---1---1-----------1---1 PK REV, DATE DESCRIPTION APP, :c I: w z .,. :::i :c {) ~ ~ DAit DEC 1996 JOB NO, 1820,010 DRAMNO NO. I: C1B T I I I I :c 22' 12'114' 14' 12 1 24' I: w z :::i :c {) I-<( ~ Cl a: w w a: 0 m ~ <( -, ,:J ---' I R17 ... tp y. I I 1{ jE. 10 1-t ' ' ' ' \ \ I ~ % +. +. I I I t t t I I C212B I I ,,, "' -~ -6 t t 11' •. 1 ' -~ cc - MATCH LINE "G" • i PLANS PREPARED BY: ASL Consulting Engineers, One Jenner Slreel, Suite 200 Irvine, California 9271B (714) 727-7099 (714) 727-7097 (Fa,) SCALE 1"~40' ... C13 i :, ., i:, on ~ 24" PIRELINE PHASE 2 I WORK HOURS 9:00 A,1.4, ORANGE COUNTY WATER DISTRICT 1oe'oo ELLiB AVENUE,, FOUNTAl'HALLEY, CA 92708 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 CONTRAqT NO. GA-9.?-1 TO 3:30 P,M, 24" PIPELINE MATCH LINE "G" C a: w w C13 a: T 0 m ~ <( -, I I I \ I I \ I I I I I I "' -\ \ I I I I I 1 \'}.' \41 I ..E-P-\ I I TRAFFIC CONTROL PLAN JAMBOREE RD AND EASTBLUFF DR ' C30 ... C20(RT) ... C20(RT) SHEET NO, 74 or1OQsHEETS ;, w q • ~ !3 ~ :;, z j - ffi ! CD i I r, ~ z . I • C!l I . t ,. z I ~ i □ a ~ ... ffi I CD I I ~ :lE ::i z • I ; C!l z I ~ . i I I □ a ~ I L r:: -r:: w z -...J :c (.) I- <C ~ THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS FROM PIPELINE STA 97+50 TO STA 98+50 STA 103+15 TO STA 104+10 STA 116+00 TO STA 116+80 STA 122+75 TO STA 127+60 STA 134+80 TO STA 135+70 WORK HOURS 9:00 A,M, TO J:JO P.M, STA 97+50 TO STA 98+50 STA 103+15 TO STA 104+10 STA 1 16+00 TO STA 116+80 STA 122+75 TO STA 127+60 WORK HOURS 9:00 A,M, TO 1:00 P,M, STA 134+80 TO STA 135+ 70 REV. DATE DESCRIPTION / DESICN FM CHECKED APP. PK DAit DEC 1996 JOB NO. 1820.010 DRA'MNO NO. \ \ C -·----- E-r:: PLANS PREPARED BY: ASL Consulting Engineers, One Jenner Street, Suite 200 Irvine, Colllornlo 92718 (714) 727-7099 (714) 727-7097 (Fok) . ' \ ~ ~ 1<'i> tP ~ - . I c.,.. \ ~ \ I i I I ~ I I \1\ \\ ~ '( C 28 I ,oo' eUFfER SPEC2 o . I I . \ SCALE 1" •40' .- W(SPEC2) ..---, 6'0 JD" WATCH FOR BICYCLISTS 5' • ORANGE: COUNTY WATER DISTRICT • 10600 El.LIS AVENUE,.FOUNTAIN•VALLEY, CA 92708 (714) 378•3200 ' '•_ . '. ' ,, ,' CE I • GREEN ACRES PROJIECT -PHASE 2 C(iNTRACT .NO. GA'-97-1 ~R 016•~~ 10N OF \\\ (\ r:: ..., :: SHEET NO, TRAFFIC CONTROL PLAN V ~ EASTBLUFF DR AND 75 ~ 0 I MAR VISTA DR or1OQsHEETS ;; z ......J. I ·' . ffi ID ~ C!l z i 0 ffi ID :;E ::J z C!l z i 0 ... ~ " . I REV, :c (.) 1- <C ~ DATE - J I; w z -...I :c (.) 1- <C ~ THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS AT EASTBLUFF DR FROM (PIPELINE): STA 83+60 TO STA 97+50 STA 98+50 TO STA 103+15 STA 104+10 TO STA 116+00 STA 116+80 TO STA 122+75 STA 124+60 TO STA 134+80 STA 135+70 TO STA 141+55 STA 142+60 TO STA 149+00 DESCRIPTION APP, ------ 24" PIPELINE I; ~ I; w z -~\ _J '£ :c I I (.) I- <C ~ DESION DAit f'M DEC 1996 PLANS PREPARED BY: DRAv.tl Joe NO. ASL Consulting Engineers, f'M 1820.010 One Jenner Street, Suite 200 CHECKED DRAWINO NO. Irvine, Calllarnla 92718 PK 1714) 727-7099 714 727-7097 (ra,) SCALE 1"•40' \ I 100, euffER "' ------~ t N C22 (SPEC2 • pClJ .., ' ... ,~·· I ..... <'.~ ~ I \ c,e-' CJD I \ i 'u\. \ I I I WORK HOURS 9:00 A.M. TO J:JO P.M. STA 83+60 TO STA 97+50 STA 98+50 TO STA 103+15 STA 104+10 TO STA 116+00 STA 116+80 TO STA 122+75 WORK HOURS 9:00 A.M. TO 1:00 P.M. STA 124+60 TO STA 134+80 STA 135+70 TO STA 141+55 STA 142+60 TO STA 149+00 • ORANGE COUNTY WATER DISTRICT 10500 aLIS AVENUE,. FOUNTAtl VALLEY, CA 02708 (714) 378•3200 GREEN-ACRES PRO~ECT -PHASE 2 CONTRACT .NO. GA·-97-1 ~~& 'l"s. ~l.J1:-1:- (\ W(SPEC2) ,----, 6D JO" WATCH FOR BICYCLISTS 5' D~ I; _J I; ..... w z -_J :c (.) 1- <C ~ TRAFFIC CONTROL PLAN EASTBLUFF DR SHEET NO. ~ :;I 76 ~ i or100sHEETS ;;; ;; I ,, ffi CD ~ z t!J z I 0 ; ::iE :::J z t!J z I 0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ,,,, \ \ \ \ \ \ \ \ ~ \ ~ ~ \ \ ~ \ \ \ \ \ \ 150' BUFFER DESIGN FM \ MATCH LINE "Q" \ \ \ \ \ \ ~ \ \ ~ \ ~ \ \ ~ \ \ \ \ \ I ' \ \ • \ \ \ \ MATCH LINE "Q" 24" PIPELINE EASTBLUFF DR DATE DEC 1996 PLANS PREPARED BY: 1--1--+----------1---1-..,..,D~-~~-1-,-:- 20 -~~-, 0 -' ASL Consulting Engineers J---j---f------------l---l-,-,=-1-----1 One Jenner Street, Suite 200 CHECKED DRA .. NG ND, Irvine, Callfarnla 92718 PK (714) 727-7099 (714) 727-7097 (faK) REV, DATE DESCRIPTION APP, \ \ SCALE 1"~40' \ \ \ \ \ \ 100, euFFER (\ "' ~ 1----1 ;;_ ciie -- •-.''-"'"~· .. t t ... ~ Pi • 10·111· 12' 14' \ ol \ I I \ I PHASE 1 I \ I I I I WORK HOURS 9:00 P.M, TO 6:00 A,M, ORANGE COUNTY WATER DISTRICT (714) 378-3200 ,oeoO·Et.l.lS AVENUE, FOUNTAN VALLEY, CA 92708 ,· . ' GREEN. ACRES PROJECT -PHASE 2 CONTRA CT .NO .. GA-97-1 TRAFFIC CONTROL PLAN • JAMBOREE RD AND EASTBLUFF DR / FORD RD -PHASE 1 SHEET NO, V ~ 77 ~ i or1OQsHEETS ;:. z I ,I ffi CD ~ z (!J z I 0 ~ ~ ::i z (!J z i 0 I I I I ~ I ~ . ! t I .E I f 2 ~ . . REV, DATE '·· \ I -rt ~ t:) i R(SPCl) TRUCK 60 NO LEFT TURN 5' MATCH LINE SEE ABOVE 0£5'CN OATt FM DEC 1996 ORA\lff JOB NO, FM 182D.010 CHECKED DRAWING NO. DESCRIPTION APP, PK / / PLANS PREPARED BY: ASL Consulting Engineers One Jenner Street, Suite. 200 Irvine, Callfarnla .92718 (714) 727-7099 (714 727-7097 (Fax) .--.-- / .-- .-- .--.-- --- .. SCALE 1"•40' -----.--- .ORANG!= COl)NTY WATER DISTRICT . 1oaoo ELLIS AVENUE, FOUNTAlf VALLEY, CA ~2708 (714) 378•3200 .GREEN ACRES PRQJ~9T -PHASE 2 CONTRACT :NO. GA-~7-1 MATCH LINE SEE BELOW --- 24" PIPELINE a: 0 IJ. IJ. :::) ClJ ...J ... Ill 1- (f) <( w ~ JAMBOREE RD / -- .... __ ~ R7,,./4:l!~~-~tzZU.LL.t.L,U.~~'.LL.~~~e-----P,--·Rl ,. 16" PIPELINE MAINTAIN 5' OPENING FOR PEDESTRIAN 0 !!! 10'10' 7~ " • " • ... C28 8/ W6( 25) ~\ ~ "'~ 0 "' I -N "' - ... 0288/ W6(25) iii b PHASE 2 r !!! I WORK HOURS 9:00 P.M. TO 6:00 A.M, SHEET NO, TRAFFIC CONTROL PLAN JAMBOREE RD AND 78 EASTBLUFF DR / FORD DR -PHASE 2 DF1QQsHEETS ar , . V q ~ 0 !;\ ~ ;; • __ ) ffi ~ z C!l z i 0 I :J z C!l z i 0 -. •· . REV. / / / / DATE \ \ C \ MATCH LINE SEE ABOVE DESIOH DATE FM DEC 1996 DRA\IIN JOB ND, FM 1820.010 CHECKED DRAWING NO. DESCRIPTION APP. PK PLANS PREPARED BY: ASL Consulting Engineers Ona Jonnor Strool, Sulla 200 Irvine. California 9271B (714) 727-7099 (714) 727-7097 (Fax) ·----•·······-····· .. ····-· / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ,..- SCALE 1"•40' OflANGE COUNTY WATER DISTRICT 10600 ELLIS AVENUE, FOUNTAIN VAW!Y, CA 92708 (714) 378-3200 GREEN ACRES PROµECT -PHASE 2 CONTRACT NO. GA,-97-1 MATCH LINE SEE BELOW 24' 12.~· 10 ' \' 1 ~• ~ CJ .L C13 JAMBOREE RD CC_?L. ,,,.,..,___,__i~,,,,-----------ir:--- ~ --·--- -~..:ft-- ~ ... ~ ,~?- / a: C LL LL ::::J ..J alc13 I-... (/) <C w I I N -"' .L C1B 24" PIPELINE I WORK HOURS 9:00 P,M, TRAFFIC CONTROL PLAN JAMBOREE RD TO FROM ST A 156+00 TO ST A 156+50 6:00 A,M, SHEET NO. 79 OF1QQsHEETS ~ :cl • ~ 0 I ;; • I ,, I z C!J z I □ ffi CD ~ ::i z C!J z i □ . . I r ! ~ Y. • 1 • ~ II! 2 ~ I I ·L I-:r: .... --C, -..--a: ..... ..... w ..... w Cl) w z--....J -- :c {) I- <( ~ REV, DATE ~~Q ~00~~ ----· ----~~ -------,... ..... .... .... .... ---.... .... .... ~~Q ..-- ..--..-- 00~~ ..--..-- ..--..--~~~ ..... ---.... ..... --- _,. _,. _,. _,. _,. ..... _,. / ..... _,. _,. ..--..--_,. _,. _,. ..... ..... DESICff DATE FM DEC 1996 DRA\Wl JOB NO. FM 1820.010 CHECKED DRAv.tNG NO. DESCRIPTION APP, PK SCALE 1'•40' I\ C1J ---------_.,, ---------· -------- .... ..--..-- ..--..-- / ..-- ---..-- ..--..-- ..--/ ..-- ..--/ ..--..-- ..--..... ..... ..-- ..... ..-- / PLANS PREPARED BY: ASL Consulting One Jenner Street, Suite 200 Engineers Irvine, Callfarnla 92718 (714) 727-7099 (714 727-7097 (Fa•l -- C18 ... ,2 .. ,o ,o 24' ,;.i (177TT, ---- ,1-_P ~ ... :;. ~~ 100, euFFER I-LL w ,_;,) a: Cl LL LL :J ....J ,. C1J ,.I I I • ' JAMBOREE RD \ 6" PIPELINE 24" PIPELINE .... w OJ C1J I-... .... w (J) w ..--z -..--✓ '....J ..--:c 0 I-.<( -~ Cl) <( w I ,;; ,- ... C\B THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS FROM PIPELINE STA 158+30 TO STA 167 +40 I WORK HOURS • 9·00 A,M, TO J:JO P,M. 'ORANGE COIJNTY WATER DISTRICT 1oeoo ELLIS AVENIJE,.FOUNTAl'l VALLEY, CA ~2708. (714) 3711-3200 GREEN·ACRES PROJECT -PHASE 2 CONTRACT NO. GA·-f!7.'-1 -- TRAFFIC CONTROL PLAN JAMBOREE RD FROM ST A 156+30 TO ST A 167+40 _ .. SHEET NO. 80 or1OQsHEETS 11 q = ~ ~ g ;;. • I f ~ ; i I I 2 '----'~ ffi ~ C!I z i □ . ' w > 0 al <( REV. DATE 600' - DE~CN DAit f'M DEC 1996 DRA\\tl JOO ND. f'M 182D.010 CHECKED ORAWNO NO. DESCRIPTION APP. PK 0 -160 161 600' TAPER PLANS PREPARED BY: ASL Consulting Engineers Ono Jonnor SlrHI, Sult• 200 Irvine, Callfarnla 92718 (714) 727-7099 (714) 727-7097 (Fa,) JAMBOREE RD SCALE 1" •40' 0 JAMBOREE RD 165 CJD -'-Jr -0 163 C30J _ -C· 164 - 150' BUFFER I WORK HOURS 9:00 P.t.t. TO 6:00 A.t.t, ORANGE COUNTY WATER DISTRICT 10600 ELUS.AVENUE,.FOUNTAiN VALi.EV, CA 82708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 CONTRAC,T. NO. GA,-97-1 -------------------------------------·····-·-· ---...... .._ ...... ....._ .............. ....... ' ••.'-......._, •..... ....... ------~ ~ 0 -------l w al ~ w w (/) ~~ 167 16" PIPELINE TRAFFIC CONTROL PLAN JAMBOREE RD AT STA 165+68 -"' "l --···· ······-•• -. ··-···· •• .. ---·••-•--·····-·-· .• ··········· •• ••···••••••••••·· ::i :c (.) I- <( ~ SHEET NO. 81 OF1QQsHEETS ,. ~ I 0 i ;;; ii ' _j ~ ~ ::J z C!l z i □ -. -. REV, L ------...... -·--- -----_:,?:;·---... -.... ·- DATE DESCRIPTION 0 D JAMB0REE RD ·-- -------.. ---· ---25' -17W-=1 166 160 165 CJO 1 3 1 4 61 Cl2 ,. l-----------------~~~!!.-------------------------1----_!.:15~0'_!:0~UF:::_:FE::.R ___ -J 600' TAPER DE~GN D~IE f"M DEC 1996 DRAVM ,1011 ND. f"M 1820.010 CHECKED DRAMNO NO. APP, PK PLANS PREPARED BY: ASL Consulting Ono Jenner Stroot, Sulto 200 Irvine, Colllornlo 92718 (714! 727-7099 714 727-7097 (Fo, THIS TRAFFIC CONTROL: • IS TYPICAL FOR WORK AREA FROM PIPELINE STA 176+50 TO STA 176+70 I WO~K HOURS 9:00 A.M. TO 3:30 P,M, Engineers: ORANGE COUNTY WA•TER DISTRICT · ,oeoo ELLIS AVENUE. FOUNTAtl VALLEY, CA 92708 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA.-97-1 ? °'I OF ' TRAFFIC CONTROL PLAN JAMBOREE RD STA 167+40 TO STA 167+70 169 ~ -.. "' "! CIJ ~ SHEET NO, 82 or100sHEETS ). ~ ·, ~ C i ;;. i I z (!] z i 0 fli ID ::E ::i z (!] z i 0 C18 ~ I l t i: V ' ! r. ~ I~ ~ 8 I t g ~ -. REV, DATE ·-----·--•---- uj -···-------------------- -·:~~----------•----------- ---"'! ------- ·-·--- C20(CEN)~ 600' ~ /.J.. !§ c~ fiJ' B I;;:. OJ J C) DESICN OAT£ FM DEC 1996 PLANS PREPARED BY: ORAV.,,, JOB NO, ASL Consulting. Engineers FM 1820.010 One Jenner Slreel, Suite 200 CH[CICEO ORA'MNQ NO. lrvlno, Callfornla 92718 PK (714! 727-7099 DESCRIPTION APP, (714 727-7097 (Fa,) SCALE 1"11140' -..... . '·• ~ ...... ---...... ..... ,~ '~ .............. ...... ...... '~ ......... ...... ...... ...... ..... --- SCALE 1" •40' THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS FROM PIPELINE STA 167+70 TO STA 176+60 ----------- 16" PIPELINE ORANGE COUNTY WATER DISTRICT · ,oeoo ELLIS AVENUE, FOUNTAIN VALLEY, CA 92708 (714) 378-3200 GREENACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 - ? l JAMBOREE RD 0 --- 0 :?; 0 _J w al ------w w Cl) w --z -_J :c ~c,2 (.) I-<C ~ ). C13 ~ I WORK HOURS 9:00 A,t.l, TO 3:30 P,M. SHEET NO, TRAFFIC CONTROL PLAN l 83 JAMBOREE RD 0 ~ " ST A 167+70 TO ST A 176+50 ~ or1O0sHEETS ON OF \: ;;, ii -----·---·-···--·---· ......... _______ ................................ --- I SAN JOAQUIN HILLS RD I I Hi [II f I ~ ~ z I . I f io C.!l -z ' 8 - i I r: N -in □ 2 - ~ C1J ---·--- 90' ~ 11' 0 C12 ► in ... -. . .. N h••--h-·-----= in ... -----Ill CJO ►-25' .; - C18 ► C20(RT) ► C20(RT) ► ... 200' BUFFER 600' 600' 600' 600' TAPER 140' TRANSITION I WORK HOURS 9:00 A.M. TO J:JO P,M, Dt:SION DAit FM DEC 1996 PLANS PREPARED BY: ORANGE COUNTY WATER DISTRICT ASL Consulting Engineers DRA.W JOO NO. 10500 ELLIS AVENUE, FOUNTAtl VAIJ.EY, CA 82708 (714) 376•3200 FM 1820,010 Ono Jonnor Stroot, Suite 200 GREEN ACRES PROJECT -PHASE 2 CHECKED DRAWNG NO. Irvine, Calllarnla 82718 REV. DATE DESCRIPTION APP. PK 1714) 727-7099 • CONTRACT NO. GA-97-1 714 727-7097 (Fax) I L.. C18 T IJ'll1'11'12'11' I I R16 .; . 0 a: w w a: 0 Ill ~ <C J MAINTAIN 5' OPENING FOR PEOESTRIAN ~ ::, ID b "' • - SCALE 1"•40' PHASE 1 ' < I 1' 12' 11' 21,5' 12' 14' " C1J I I T CJO I I I I ;:: -1 I I I t I I t I I I I I \ I \ I I ~Cl I \ \ \ I I SHEET NO. TRAFFIC CONTROL PLAN JAMBOREE RD AND 84 ·-., SAN JOAQUIN HILLS RD -PHASE 1 OF OF1QQsHEETS w ~ ~ Q t ;; z I z l!l z I Cl I ::J z l!l z I Cl •·. REV. --·--·--~------------------------------ C18 ~ C20(LT) ~ C20(LT) [ I soo· I 500• 500• 1---\J~---i----\Jr--+--....J\Ji------------60_o·_r_AP-'--ER ______ ___::::...._,.-1 DATE DESCRIPTION • w > 0 al <( w w Cl) w z -....I :c 0 1- <C ::E DESIOff FM DRA\IM FM CHCCKCO APP, PK / 5)' ~6 '<!',s, ' ~ DAit DEC 1996 PLANS PREPARED BY: JOO NO, ASL Consulting Engineers 1820.010 One Jenner Slreel, Suite 200 DRAWING NO. Irvine, Calllarnla 92718 (714) 727-7099 (71◄) 727-7097 (ra,) SAN JOAQUIN HILLS-RD '\ C ( ,!J, 0 tl\, JI -., JI ,i. .. CJO \. ___ 7 230' BUFFER 90' I WORK HOURS 9:00 A.M. TO J:JO P.M. ORANGE COUNTY WATER DISTRICT 1oeoo ELLIS AVENUE, FOUNTAIN VALLEY, CA 92708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 C18 ... \9' I I I 14', 11 'µ.l:/1!'. I I I f f f f I I I I I \ I I I I I j ~· \6' \2 \ I I I I'° ~-- 17'f 2;1 L "' S' • CJO C a:; ... ClJ w w a:; 0 m :?! <( -, __:!!!-------- SCALE 1" •40' 16" PIPELINE ~ 0 ....I w m ;'. w w Cl) w z -....I :c 0 1-<C ~ PHASE 2 ,,, r-~ t I \4' I 8 t "' I C20(RT) ,,.. . I , 8 I "' ,,. 2~ C20(RT) ,.. I I 8 ~ .. -"' ClB ~ I I ,.. TRAFFIC CONTROL PLAN JAMBOREE RD AND SAN JOAQUIN HILLS RD -·PHASE 2 SHEET NO. 85 or10QsHEETS J. V i D ~ ij ;;. Ii ~ ~ ::i z C!l z I □ •· . REV. - I 121 15.\0' ' , ~ ; J)I' ~ - ~ <'! -~ "l -~ --"! 90' _CJO ---[ 177 -\--' - - t 1t VAR~ -t 19' t ,_ CJ ... ----···--------- V ... C13 -- ·-,--._:::::,,_j~=---==_=::_ __ _,/ -----'t. ·--~------------'it. ~---- ~ - 16" PIPELINE 0 -- C20(RT) \' \ 600' TAPER 100' BUFFER C20(RT) \' __ l-----i-~----------==-::~--------------------1 C18 \t 5QO' \ s~J__.1y-600' _..,..._.-1\r"' __Joo· DATE w > 0 ' ca r------__.,, <C -.. w w- en w z - ·• ~~--·--..J :c 0 1- "' '\. '\. ~ 5---..:::.. :\. \. '\.'\. '\ <C ~ DESCRIPTION APP, ...__ ' DtSICN DAit F'M DEC 1996 DRA\tm JOO ND, F'M 1820.010 CHECKED DRA'MNO NO. PK PLANS PREPARED BY: ASL Consulting One Jenner Street, Suite 200 Irvine, Collfornla 92718 l'7l4) 727-7099 714) 727-7097 (Fa,) -·---... _ ---- Engineers \ \ \ ' \ ' \ \ \ \ I WORK HOURS 9:00 A,M, TO 3:30 P,M. ORANGE COUNTY WATER DISTRICT ~ ,oeoo ELLIS AVENUE, FOUNTAIN VAIJ.EY, CA 92708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 y CONTRACT NO. GA-97-1 \ \ PHASE 3 \ \ \ \ \ \ ~ • !::~ 1&'\~~ Of \\\ \ \ 1i ii! ~ TRAFFIC CONTROL PLAN JAMBOREE RD AND SAN JOAQUIN HILLS RD • -PHASE 3 ~ 0 ..J w ca w w Cl) w z -..J -:c 0 1-<C ~ SHEET NO. 86 OF1QQsHEETS /. ii i C ~ ~ ;;. z Mi ~ z (!I z i □ I ::i z (!I z i □ -- C\8 'I' , .. REV, DATE _,. C18 -q --- ili78 -'-! C20(RT) 'I' 600' 600' 600' DE51QH FM OAA.il FM CHECKED DESCRIPTION APP, PK I I I , ,a· \6' ,a - ... C13 \ .ff' \ \ \ \ DAit DEC 1996 PLANS PREPARED BY: JOB NO, ASL Consulting 1820.010 Ono. Jenner Stroot, Suite 200 DRAYIING NO. Irvine, Collfornlo 92718 (714! 727-7099 (714 727-7097 (Fa,) \ C 600' TAPER ,. ClB Engineers I I llO <:' & ii., Iii a: SCALE 1" •40' C <C a: <C Ill a: ... <C C13 Ill <C I-z <C JAMBOREE RD en ~ t '+ t ~!> ----·•------ll.~ ~ ----·------·----·--------· ------- ~ 186 C30 C\3 ~ 16" PIPELINE 150' BUFFER 54' I WORK HOURS 9:00 A,M, TO 3:30 P,M, THIS TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK AREAS FROM PIPELINE STA 176+60 TO STA 178+50 STA 185+00 TO STA 187+70 SHEET NO, ORANGE COUNTY WATER DISTRICT TRAFFIC CONTROL PLAN 10800 EWS AVENUE, FOUNT.ul VMJJi.Y, CA 92708 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 JAMBOREE RD 87 7 , ST A 156+00 TO ST A 189+50 CONTRACT NO. GA-97-1 Of or10QsHEETS ). 11 " ! I ;;, • ffi ~ z C!l z I 0 ffi III ~ ::J z C!l z I 0 ffi ti ~ ~ ~I; z 0. UJ (!) U)ZCD Z Wiij!i, L§~I ~,~~ e • I l I i • I f I I f a ~ I . I I l I . 1.1 t 8 I r, a ~ e • L. ~ C13 C18~ C18 ~ D/W C20(RT) - g; m C ~ "' -0 C a: w w a: 0 al ::E <C -, I I -"I :Jl .,, e z '" T C13 I I I \ I I I I 13'112 '10' 10 '" "' I I .. .. ~I+ ':, ':, t t t t ,. + + 22' 12' 14' 10 1 d11,111· 14' ♦ I ♦ I ♦ I DESIGN DATE F'M DEC 1996 ORA'M'-1 JOO NO, F'M 1820.010 SCALE 1"•40' SANTA BARBARA DR 250' BUFFER PHASE 1. C18 ... MATCH LINE SEE BELOW " C13 '\ '\ \ '\ \ \ '\ '\ '\ \ '\ '\ \ '\ \ \ ' \' \ \\ \ '\ '\ \ '\ \ -tr. 1', \ I WORK HOURS 9:00 A.M, TO 3:30 P,M, MATCH LINE SEE ABOVE PLANS PREPARED BY: ASL Consulting Engineers Ono Jenner Stroot, Suite 200 ORANGE COUNTY WATER DISTRICT TRAFFIC CONTROL PLAN SHEET NO, ~ • ,. ,10600 ELLIS AVENUI:, FOUNTAIN VALLEY, CA 92708 (714) 378•3200 cl GREEN ACRES PROJECT -PHASE 2 JAMBOREE RD AND 88 - CHECKED DRA.,NO NO, Irvine, Collfornlo 92718 REV, DATE DESCRIPTION APP. PK (714 727-7099 (714 727-7097 (Fox) CONTRACT NO. GA-97-1 ? SANTA BARBARA RD -PHASE 1 f '--":,;;,;,,;..i...;;;;.:.;.;: ..... ___ ==~.:.:....----L...::::.::.:..J ___ ,_1. ___ _,JL!.!,~~~:..il:2!.L------_JL.::::S~::::::.._1i.::::.::::.::.:.~:::.:::.!.....:.:'..::::~:::~:!.....!.. _______ ~~02!'.r'.:1::...-1 ___ ~~~~~~.=..:~=--~~-==--:._-_J_o~F~10~Qs~~HE~ET::,.SJ~ ), Hi m ~ z C!J z i □ ffi ~ 2 C!J z i □ I i I ~ . I , I I f ~ ~ REV, DATE DESCRIPTION APP, 8 "' 8 "' 8 "' D/W ~ C18 RECEIVING PIT DESIGN DAit FM DEC 1996 DRAYM JD8 ND. FM 1820,010 CHECKED DRAWNG NO. PK C\8 ... C20(RT) T C20(RT) ~. I 10' \3\\\~10 -• ci\ \ I I l:, I I I I + 1+ 1+ OJ "' ~ -C30 13'\2'\\' I ' 1~• 13', 22_ I I I I I C30 SCALE t" •40' .L PHASE 2 C\3 9 ---,J,--11:,,...a--:....J.....I-.U...J\.,.---.,__ __ BORING PIT R\8-2 ' C\3 ~ ~ w w a: 0 ca ~ <C '"") T ,;; C) PLANS PREPARED BY: ASL Consulting One Jenner Street, Suite 200 Irvine, Collfornlo 927\8 !714! 727-7099 714 727-7097 (Fox) \9\ rP t t t ,. 11' 11 11 11 1 14' Engineers .L C18 SANTA BARBARA DR \ 6" PIPELINE ORANGE COUNTY WATER DISTRICT 10500 ELLIS AVENUE, FOUNT~ VALLEY, CA 92708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 OF ' I WORK HOURS 9:00 A.f.4. TO 3:30 P,M, "'I \ ' \ \ Cl~ ,• ~ ' \ \ TRAFFIC CONTROL PLAN SANTA BARBARA DR AND JAMBOREE RD -PHASE 2 ;. SHEET NO, w i 89 0 i o,1QQsHEETS ;;;, z ffi ~ z (!) z I □ I ::> z (!) z I □ -' .. ' REV, DATE MATCH LINE SEE BELOW D/W "' ~ ~ C13 C18 ), C a: w w a: 0 Ill ~ <( "'"') T C13 DESCRIPTION 0 . ,;; 0 191 ~~ \ APP. I I CJO I I 11 • 11 •h 1 • 14' OIJ I I I I I • I I DESlCN FM DRAM-II FM CHECKED PK C13 ... ... C18 DAit DEC 1996 JOB NO, 1820.010 DRAMNO NO. SANTA BARBARA DR - 16" PIPELINE I I I T -CIB .• a, I I "' I I I 4' 112,12• • I I I 12",11',11'-4,5' I I ' ' I I I I I •• a, I I I "'I I \ I I I \.. I I I I I I I I ,. I I I I l} Q:, -I I I ... ~ I I I I I I I I I I I I I I I I I ... ii I i,: vCJO v I I I I I I I I ' ' I I I MATCH LINE SEE ABOVE PLANS PREPARED BY: ASL Consulting Engineers One Jenner Strool, Suite 200 Irvine, Callfarnlo 92718 (714) 727-7089 (714) 727-7097 (fax) SCALE 1•~40• ' THIS TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK AREA FROM PIPELINE STA 194+90 TO STA 197+00 I WORK HOURS 9:00 A,M, TO J:30 P,M, ORANGE COUNTY WATER DISTRICT 10800 EllJS AVENUE, FOUNTm VALLEY, CA 82708 (714) 378•3200 GREEN ACRES PROJEC.T -PHASE 2 ? CON.TRACT NO. GA-97-1 OF TRAFFIC CONTROL PLAN SANT A BARBARA DR FROM ST A 192+80 TO 197+00 SHEET NO, 90 or100sHEETS ~ " -, ~ 0 ~ ~ ;; ;; ffi ~ z C!l z I 0 Ii I ...... REV, -----...:. :-· -----~ ·---...... _ --.. . .... -....... -----:::::_ -----------=:: --. -... ----.... .. .... ------- W(SPEC1) 60 W(SPEC2) WATCH FOR 60 30" BICYCLISTS AHEAD 5' I WORK HOURS 9:00 A.1.4, TO 3:30 P,1.4, DESICN DATE F'M DEC. 1996 PLANS PREPARED BY: DRAl\ff JOB ND, ASL Consulting Engineers FM 1820,010 Ono Jonnor Stroot, Sulto 200 CHECKED ORAYl!NQ NO. lrvlno, California 92718 PK (714) 727-7099 DATE DESCRIPTION APP, (714) 727-7007 (fa,) BAMBOO ST ,_ (f) <C C18 -... >< 21' -c.n ... C13 EASTBLUFF 1 - -/""":I do 1I --- -- -122 ►- R16 b - 0 24" PIPELINE 150' BUffER 12" PIPELINE ...J 0 (/) ...J w 0 <C I-(/) -> C13 ... ' ' r r ~ 33' ill/I 124 R61-l.4 IIW IIW I t t I I 33' ORANGE COUNTY WATER DISTRICT 10eoo ELLIS .AVENUE,. FOUNTAN VALLEY, CA 0270B (714) 37B03200 GREEN ACRES PROJECT -PHASE 2 .. CON.TRACT NO. GA-97-1 I ,, I .L 18 OF -125- SCALE 1"=40' JL .r," _ 12·7· 126--C13 ► R61-l.4 3a•Cf"f1 ~ 36" TRAFFIC CONTROL PLAN VISTA DEL SOL AT EASTBLUFF DR c1a ). SHEET NO, ii q 91 i I or100sHEETS ;;, z --'· ffi I [D f I ~ ~ z ' ! i (!) z I & I I I i 0 i ~ . ' VISTA I 12" PIPELINE ffi 0 [D f i f, ~ Rl ::J a: ... 1 10' z . I , l 0 (!) I I r: 7 z I -' 25' 0 i w TYi' ~ C <( I-N "' N (/) "' "' -C13 fo > II~ J t ... I 2" PIPELINE C12 I g "' I I z ffi t;~ [D ~i r i ; ~ z o.w I . !. ! C!l cnz z 5~ & B I WORK HOURS 9:00 A,M, ;',; ..: q: I ~ ~~~:;: □.;; i ~ I I C>Clo._ DtSION DAit F'M DEC 1996 PLANS PREPARED BY: ASL Consulting Engineers .. ' DRA\IN J08 NO. F'M 1820.010 One Jenner Streol, Sullo 200 CHECKED DRAWNO NO. Irvine, Colllornlo 92718 REV, DATE DESCRIPTION APP, PK (714) 727-7099 (714) 727-7097 (Fo,) I rr 9~~-· 10' 17 SCALE 1"•40' DEL SOL ~ ~ -------~- C18 ... I B I I I ~) _1~11 !DI 10/I ---·· ( ,:; . ,. 0 ll[llil1 l/(P I <ii I • I ,:; u, C13 ... I • I ~ N T TO 3:30 P,M, ,7' 1 '101 10' 17 '1 ORANGE COUNTY WATER DISTRICT l'JDOO aLI8 AVENUE, FOUNTAtl VALLEY, CA 92708 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 ,L I • • ... C13 I "'·• b:! a: C IJ.. IJ.. ::> -' al I- Cl) <( w CIB ~ BIXIA ST tj ClB " C13 fo ,_ Cl) /. 0 0 m ~ <( m TRAFFIC CONTROL PLAN SHEET NO. II I VISTA DEL SOL BETWEEN 92 I VISTA DEL ORO AND EASTBLUFF DR OF1QQsHEETS ;;, z ffi ~ z C!I z I CJ ffi [D ::? ::, z C!I z I CJ z ffi I-0 [D [rl iui ~ ~ i'i Z 11.wili C!I "' ~ m z I:! I ~ ~i ~11~ I rr -. I I I i • ! I I I i I' I I I I l I i 5 I I . I i I I ! I -. REV, DATE VISTA 12" PIPELINE 0 -----a: ~-t. ;,, 0 .., ~.,. _J \_SR45(RT) w 0 <C ;,, f--.., N Cl) .... .,. -C13 ► > 11a1 ½ t ... 12" PIPELINE C12 l::, ~ C13 ... lwoRK HOURS · 9:oo A.M. DCSION OATt FM DEC 1996 PLANS PREPARED BY: ORA\\tt JOB NO, ASL Consulting Engineers FM 1820.010 One Jenner Slreel, Sulle 200 lrYlne, Calllarnla 92718 CHCCKEO DRAv.tNO NO. (714) 727-7099 DESCRIPTION APP, PK (714) 727-7097 (Fa,) -.. -· .. ---. --. -·• -•--•------- SCALE 1"1:1:401 DEL SOL C1B ., 95 ---- ~ -~-~ ~ ------• !Iii .... I • I TO 3:30 P,M, I ~ I 9' 1 ' ~ I dl/l ~ ~I dlll ,;; ,. 1/r/ ll/P ll/P 1 ~ ,;; "' t • • -tJ '!' 7' 1 '10'10' 17 ~ ORANGE COUNTY WATER DISTRICT 1oaoo ELLIS.AVENUE, FOUNTAN VAl.1.EY, CA 92708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 10' 17 f • I BIXIA ST I~ " f- Cl) ·'· a: 0 0 0 m LL ~ LL :::, <( _J m co f-Cl) <C w SHEET NO, TRAFFIC CONTROL PLAN ii ~ q 93 ~ VISTA DEL SOL AND 0 & ~~w VISTA DEL ORO ,~ or10QsHEETS ;;, z -. ------------------.... I ffi m f ! ~ ~ 1 z I . I i l!l z t 8 I I i Cl a ~ I I " . REV. DATE DESCRIPTION ClJ ,,. APP. DESIOff DATE FM DEC 1996 PLANS PREPARED BY: ORA~ JOB NO. ASL Consulting Engineers FM 1B20,010 Ono Jenner Slrool, Suite 200 CHECKED llftA'MNO NO. lrvlno, Collfornlo 92718 PK (714 727-7099 (714 727-7097 (Fa,) SCALE 1" • 40' 4" PIPELINE --- -' 0 (I) -' w C <( I-(I) -> ClB T r J2' VISTA DEL ORO THIS TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK AREAS AT VISTA DEL ORO FROM PIPELINE: 32' t ... ClJ 12" PIPELINE PHASE 2 STA 237+00 TO STA 248+10 STA 248+80 TO STA 255+20 STA 255+90 TO STA 256+70 STA 260+00 TO STA 266+00 STA 266+50 TO STA 270+00 STA 270+80 TO STA 275+00 STA 276+80 TO STA 285+80 I WORK HOURS 9:00 A,M, TO J:JO P,M, ORANGE COUNTY WATER DISTRICT 1oeoo ELU8 AVENUE, FOUNTAtl VIJ.IJ!.Y, CA 92708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 Of ' TRAFFIC CONTROL PLAN VISTA DEL ORO FROM STA 237+00 TO STA 285+80 SHEET NO, j " 94 a 6 ~ 0 Iii or1OQsHEETS ;; ii ffi ~ z C!l z i Cl ffi :i: ::i z C!l z i Cl I .L REV, DATE DESCRIPTION ... C12 ... 20, ~ C18 DESIGN FM DRAV.W FM CHECKED APP, PK DATE DEC 1996 PLANS PREPARED BY: JOO NO. ASL Consulting Engineers 1820.010 One Jenner Street, Suite 200 ORAV.,NQ NO. Irvine, California 92718 (714l 121-1099 (714 121-1091 (f'••l ...J 0 Cl) ...J w C18 C SCALE 1 '' 1140' <( I- Cl) -> - THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS AT VISTA DEL ORO FROM STA 232+ 15 TO STA 234+90 I WORK HOURS 9:00 A.M, TO 3:30 P.M, T r B' ~ JJII -- ... C13 32' 14' t ~ m ·---·- oj C12 239 - VISTA DEL ORO ORANGE COUNTY WATER DISTRICT 10600 EWS AVENUE, f'OUNTAJ,1 VIJJJ:Y, CA 92708 (714) 378-3200 GREEN .ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 C13 VISTA GRANDE TRAFFIC CONTROL PLAN VISTA DEL ORO BETWEEN VISTA TRUCHA AND VISTA DEL SOL SHEET NO. 95 or1OQsHEETS ). ~ i i ;; z ~ I ~ lli ~ Dl i I ~ 1? ~ z . I ,. -rt (.!J I .! z I t: £ I □ 2 ,:l ~ 1? .. C\3 ~ lli I / Dl l I j :;E ::i z . I • (.!J I 1 z G • I I I □ g l'f~c~ ~ I / I ~ ~D~ I C(SPC5) VISTA GRANDE 50 36" CLOSED DETOUR AHEAD 6' El I DESIGN D•TE F'M DEC 1996 PLANS PREPARED BY: DR•llll JOB NO, ASL Consulting Engineers F'M 1B20.010 One Jenner Slreel, Sulle 200 CHECKED DRA\MNO NO. Irvine, Callfornlo 92718 PK (714! 727-7099 REV, DATE DESCRIPTION APP. (714 727-7097 (Fox) L SCALE 1" •40' VISTA DEL ORO 200' TAPER 7 -l4;::'.'.'.::--.:::::----_..:_250 -I , ~ 150• euffER 12" PIPELINE I WORK HOURS 9:00 A,t.4, TO 3:30 P,t.4, THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS AT VISTA DEL ORO AND: -MAR VISTA DR -VISTA GRANDE ORANGE COUNTY WATER DISTRICT 10500.ELLIS.AVENUE,.FOUNTAIN V,.J.1.E.Y, CA 02708 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 ~ CONTRACT NO. GA-97-1 --- NO SCALE I OF ' C\8 T 29' f t 10/S .a. 200' C\3 200' C\2 TYPICAL DETOUR PLAN -MAR VISTA DR -VISTA GRANDE TRAFFIC CONTROL PLAN VISTA DEL ORO AT VISTA GRANDE SHEET NO, II ~ 96 C ~ ~ or100sHEETS ;;, l! ffi m ~ z C!J z I 0 I ::> z C!J z I 0 ... . ' c18 ~ REV. DATE 200' C13 T DESCRIPTION ~ C13 C-'-> =~·--------· C9A~ ... c18 a: 0 <( 1--(/) -> a: <( ~ APP. 200' DESIC/1 FM DRA\lll FM CHECJ<EO PK VISTA DEL ORO 2 3 C36~ 2001 DAit DEC 1996 PLANS PREPARED BY: JOO NO, ASL Consulting 1820,010 One Jenner Street, Suite 200 DRA"MNG NO. Irvine, Callfornlo 92718 (714) 727-7099 (714) 727-7097 <•••l 0 27' 0 ~-.c1: <( ... _. C13 <( C9A 1--... (/) -> p &t -"! 25' -~ - 2 4 i15 200' TAPER 28' 0 C W c18 re ... <( ... _, C9A C13 ~ ... Cl) > D p .1Pil -) - FLAGGING OPERATION (4 FLAGGERS SHALL BE USED) ,__mi1:!1Joo~• ::c:-- TRANS/T/ON SCALE 1"=40' C13 /, I WORK HOURS 9:00 A,M, TO 3:30 P,M, THIS TRAFFIC CONTROL IS TYPICAL FOR WORK AREAS AT PIPELINE STA 257+00 Engineers STA 260+32 ORANGE COUNTY WATER DISTRICT ,oeoo aLIS AVENUE, FOUNT~ VALLEY, CA 02708 (714) 378•3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 TRAFFIC CONTROL PLAN VISTA DEL ORO BETWEEN A VENIDA LARGO AND VISTA LAREDO SHEET NO. w ~ 97 g 0 I OF1QQsHEETS ;;;, ii ----------------···· ffi ~ z C!l z i 0 I - REV, DATE DESCRIPTION DESIGN F'M ORA~ F'M CHECKED APP. PK SCALE 1"a40' DAit DEC 1996 PLANS PREPARED BY: ASL Consulting Engineers J08 ND, 1820,010 One Jenner Street, Suite 200 DRAWNO NO. Irvine, Callfarnfa ,9271B 1714) 727-7099 714) 727-7097 (ra,) ... - VISTA DEL ORO " C13 .... '/,, THIS TRAFFIC CONTROL IS ALSO TYPICAL FOR WORK AREA AT VISTA DEL ORO STA 276+20 I WORK HOURS 9:00 A,M, TO 3:30 P,M, ORANGE COUNTY WATER DISTRICT TRAFFIC CONTROL PLAN ,aeoo,ELUS,AVENUE, F0UNTAN VALLEY, CA 82708 (714) 378•3200 GREEN ACRES PROJEC,T -PHASE 2 VISTA DEL ORO AND 'c:,'4 CON,TRACT NO. GA-97-1 ~ VISTA TRUCHA (ST A 232+00) ~ Of }. SHEET NO, ~ ~ 98 • !!-0 !i-~ or1OQsHEETS ;;, z ~ ~ z C!l z i 0 ffi Cl ::E ::i z C!l z i 0 I i ! i • 11 I I I 2 ~ I 0 0 REV. DATE DESCRIPTION APP. I -- XSlON D1,TE FM DEC 1996 PLANS PREPARED BY: ORA~ JOB ND. ASL Consulting FM 1820.010 One Jenner Strool, Suite 200 CliEC><ED DRA\IANO NO. Irvine, California 92718 PK (7l4! 727-7099 (714 727-7097 (Fox) SCALE 1"m40' ff ~ I !:JJ I s )... I iJ I I BAYVIEW w A y TEMPORARY "NO PARKING" AREA i-.-~~~:.::.=.----i STORAGE AREA 8/ 56 . ORANGE COUNTY WATER DISTRICT Engineers 1DGOO EW8 AVENUE, FOUNTAtl VALLEY, CA 92708 (714) 378-3200 .GREEN .ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 /;f --·------------------------------------------------------- SHEET NO . ~ q TRAFFIC CONTROL PLAN I 99 FOR C ~ STORAGE AREA AT BAYVIEW WAY a or1O0sHEETS ;;, ~ I ,, I z (!) z i □ I I ~ I i i 11 2 ,___-~~ " . ffi I OJ It i ~ ::J z . I • (!) I Ii z i □ 2 r nt 1L REV, DATE ~ cP ~ -p r-~ '8 0 - DCSIGH FM CRA\111 Fil CHCCKCD DESCRIPTION APP. PK -279 -- 27B Cl 2 It 200' DAit DEC 1996 PLANS PREPARED BY: JOO NO. ASL Consulting 182D,010 One Jenner Street, Suite 200 DRA'MNO NO. lrvtne, Callfarnla 8271 B !714) 727-7098 714) 727-7087 (Fax) SCALE 1" •40' 0 C, _, <C VISTA DEL ORO ~ -280 281 282 283 200' 200' TAPER ORANGE COUNTY WA-TER DISTRICT Engineers 10500 aus AVENUE, FOUNTAIN VALLEY, CA 82708 (714) 378-3200 GREEN ACRES PROJECT -PHASE 2 CONTRACT NO. GA-97-1 ;; "' I a: 0 LL LL • ::) • ! ~ ..J "' Cl) I t I-I en I <( I w I I I I • • ~ c, u, -"' 9 -2B6 ®- 150' BUFFER ' I r,1 r I STORAGE AREA .. "' "' .,_ ~ ~ SHEET NO. i TRAFFIC CONTROL PLAN 100 FOR 0 !j. STORAGE AREA AT VISTA DEL ORO ~ or1O0sHEETS OF ' ;;. ~