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HomeMy WebLinkAboutW_5298_S. ,.,.~w,;,,,;,e-· . .. ·. --~-------------------,----.--------------------------------------------------------.......;.--------,\-----, I TO ---· ·-- FILE NO. PELICAN\ DWTM I. DGN CONSTRUCTION PLANS FOR Newporf GoQ sf I IC A N. H 11 ~--- FROM- PACIFIC t,~ COA:ST HIGHWAY TO SAN . AND Vi5la R,·d1e. Rd-, S O I I Id 11 I J I • I • I I 1 #ew pa-r/. Co" sf o ,-. FROM P&LIG.O.N IIILL ROAD T A Ml I NUMBERS 117·80, AF't'ROVED DESIGNED• DF/Ai'IN' --· ----- CHECKED' GAM GAM C!:G ~.>--/HM/1:~-~ t~ t =.r Ef>~~ ll'; MMtll1ill 2S IRVINE RANCH WATER DISTRICT DECEMBER TO N 18 /11 I> JOAQUIN HILLS ROAD 2,850' EASTERLY D I 11870, i .. ,.. ' ATER 11880 DR.19 (15818)-A Sheet W-1 Of W-35 11, I 31250 RECORD DRAWING TMIS IS.,. RECORD DRAWN OF THE FACILITIES IDENTIFIED r IN THE frrlE"Bl8CK c»ILY . .t.NI) HAS BEEN PREPARED IN P.tillT ON THE BASIS OF INl'OIIMATION COMP1LED AND FIJ!ffi,ISHED BV OTHERS. Tl<![ ENGWEERIARCHITECT AND OWNER($) WI LL NOT BE MSHNIIII.IE FOR ANY ERROR(S) 011 CIMISSION(S) WHICH HAI/£ 'lllfi ,1NCQIIIFORATEO INTO THIS DRAWING. ACTUAL CONDITIONS W1U. VARY SOMEWHAT FROM THE CONDITIONS SHOWN HEUON MID AT SOME - LOCATIONS THE VARIANCE MA¥ 8E IMIGI. IF '11HE ~.liCISE LOCATION OF -',N'I' FACILllY IS lll(QljlltlO, TH£ MCOl'v- OULOllf fiELD LOCATED IN TH[ FRQIIIIOE OF A111 EMPLOY!'l!"OF THE DISTRICT OIi THE OWNH(S) OF THE UTILITIES INVOLVED. • MICROFILMED . I ( • ABBREVIATIONS AC ASPHALT CONCRETE ---------1 SAN BER~i ~DINO CO_JJ_NT'L _ ARV COMBINATION AIR RELEASE & VACUUM RELIEF VALVE -r .. FULLERTON ~ r -S4,t 0 J" 14 . J ANAHEIM 0 ' / >--. I SUNSET CH "" GARDEN GROV O' Le. 0 411, 'V,1-SANTA ANAo : 0..,: ,§- ,"c ~ 0 ~"' GARDEN GROVE FRWY ORANGE COUNTY RVINE HUNTINGTON SHEET WI W2 W2A W2B W2C WJ W4 W5. W6 W7 WB W9 W/0 W 11 W/2 W/3 W/4 W/5 W/6 W/7 W/8 W 18A NEWPORT flFACH INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP SHEET INDEX TITLE TITLE SHEET INDEX SHEET EROSION CONTROL & GENERAL NOTES DOMESTIC WATER CONDENSED PLAN AND PROFILE RECLAIMED WATER CONDENSED PLAN AND PROFILE DOMESTIC WATER PHR PLAN AND PROFILE STA.5+35.34 TO STA. I /+50 PHR PLAN AND PROFILE STA. I 1+50 TO STA.21+00 PHR PLAN AND PROFILE STA.21+00 TO STA.32+00 PHR PLAN AND PROFILE STA.32+00 TO STA.44+00 PHR PLAN AND PROFILE STA.44+00 TO STA.55+00 PHR PLAN AND PROFILE STA.55+00 TO STA.67+00 PHR PLAN AND PROFILE STA.67+00 ~O STA.78+00 PHR PLAN AND PROFILE STA.78+00 TO STA.88+00 PHR PLAN AND PROFILE STA.88+00 TO STA.99+00 PHR PLAN AND PROFILE STA.99+00 TO STA. 1/0+00 PHR PLAN AND PROFILE STA.110+00 TO STA.121+00 PHR PLAN AND PROFILE STA.121+00 TO STA.132+00 PHR PLAN AND PROFILE STA. 132+00 TO STA.140+30 SULR PLAN AND PROFILE STA. 0+00 TO STA 10+00 SULR PLAN AND PROFILE STA.10+00 TO STA.20+00 SULR PLAN AND PROFILE STA.20+00 TO STA.24+21.08 PROFILES A & B SULR PLAN ANO PROFILE STA. 10+00 TO STA. /2r72 W 19 PROFILES C TO L Wl9A W20 W21 W21A W218 W22 W22A W22B W22C W22D W22E W22F No. DATE DOMESTIC WATER & RECLAIMED WATER PROFILES M IOOMESTIC! AND A THROUGH I IRECLAIMEDJ MISCELLANEOUS DETAILS I MISCELLANEOUS DETAILS II MISCELLANEOUS DETAILS III MISCELLANEOUS DETAILS IV CATHODIC PROTECTION & JOINT BONDING DETAILS ELECTRICAL CONNECTION SCHEMATIC ELECTRICAL SITE PLAN AND DETAILS CONTROL WIRING AND TELEMETRY SYSTEM CONNECTION DIAGRAMS, PRV NO. I ANO PRV N0.2 ELECTRICAL DETAILS ELECTRICAL SITE PLANS ANO DETAILS CONTROL WIRING AND TELEMETRY SYSTEM CONNECTION DIAGRAMS, PRV N0.3 ANO PRV N0.4 REVISIONS 4-19-90 ADDENDUM NO. 2 ASSY. ASSEMBLY BC BEGINNING OF CURVE BFV BUTTERFLY VAL VE BO BLOWOFF ASSEMBLY BOP BOTTOM OF PIPE RIVERSIDE COUNTY BS BOND sr A TION CF CURB FACE CL CENTERLINE ._. --, . . CLR. CLEARANCE CONC. CONCRETE I COND. CONDITION . ._ CONST. CONSTRUCT ._ ' CTS CATHODIC TEST STATION . ' DET. DETAIL . ) DIA . DIAMETER I DIP DUCTILE IRON PIPE DWTM DOMESTIC WATER I TRANSMISSION MAIN "-"'' ~ EA EACH & / jJJ EC END OF CURVE EL. ELEVATION / & ELL. ELBOW EX. OR EXISTING EXIST. ,, FAB. FABRICATED ,..._ -_ .. FH FIRE HYDRANT SAN DIEGO CGuNTY GB. GRADE BREAK GV GATE VALVE INV. INVERT IR. IRRIGATION LINEIW OR RW! L LENGTH OF CURVE MAX. MAXIMUM MIN. MINIMUM N NORTH NAT. NATURAL NTS NOT TO SCALE O.D OUTSIDE DIAMETER PAVT. PAVEMENT PCC POINT OF COMPOUND CURVE PG PRESSURE GAGE PHR PELICAN HILL ROAD PSI POUNDS PER SOUARE INCH R RADIUS OF CURVE RCP REINFORCED CONCRETE PIPE RED. REDUCER RW RECLAIMED WATER 55 SANITARY SEWE/1 s SLOPE s SOUTH so STORM DRAIN SSMH SANITARY SEWER MANHOLE SP STEEL PIPE ST. STREET STA STATION SULR SOUTH UPPER LOOP ROAD T TANGENT OF CURVE THK. THICK TOP TOP OF CURVE TYP. TYPICAL VAR. VARIES VCP VITRIFIED CLAY PIPE w DOMESTIC WATER WP WORKING PRESSURE RECLAIMED WATER W23 PHR PLAN ANO PROFILE STA. 0+85 TO STA. 11+00 W24 PHR PLAN ANO PROFILE STA. I /+00 TO STA.22+00 W25 PHR PLAN ANO PROFILE STA.22+00 TO STA.33r00 W26 PHR PLAN AND PROFILE STA.33+00 TO STA.44+00 W27 PHR PLAN ANO PROFILE STA.44+00 TO $TA.55+00 W28 PHR PLAN AND PROFILE STA.55+00 TO STA.57+00 W29 PHR PLAN ANO PROFILE STA. 67+00 TO $TA. 77+00 W30 PHR PLAN AND PROFILE STA. 77+00 TO $TA. 88r00 W31 PHR PLAN ANO PROFILE STA.88+00 TO STA.99+00 W32 PHR Pl.AN AND PROFILE STA. 99+00 TO STA. I 10+00 W33 PHR PLAN ANO PROFILE STA./10+00 TO :;TA.121+00 W34 PHR PLAN AND PROFILE STA. 1/+oo TO STA. /32+00 W35 PHR PLAN AND PROFILE STA.132+00 TO STA.140+20 APPROVED DESIGNED• G;JM ENGINEERING-SCIENCE 4-I 9-90 ADDENDUM NO. I 1-:c-+---'-'--'-'---t-------------'------~-" --------I.DRAWN• GAM 7-25"·'JJ RF'v'IS[C.~S DESIGN • RESEARCH • PLANNING 75 NC'RTH FAIR OAK~;~ 1-'.0. HUX 7 107 PASADENA, CALIFORNI1\ .'-)_,'J(}.'ft OFFICE'J IN PF..'INCIPAL CITIES ~ Sta. 140+3! [nd 'SAN JOAQUIN -SHT .@ FU7URE / -1 , HILLS ROAD ( _ SHT.fw34" ~ ~/ - N. LOWER LOOP RO( I 0 0 ! T.(§ SHT.@-_ I SHT . .,---.___ _j_ SHT. W SHT. W24 ~ I S. LOWER LOOP RD, HOTEL ACCESS RO. Sta. OrB'J Begin @) HOTEL ACCESS RD. PACIFIC COAST ~-, HIGHWAY ----------------- RECLAIMED WATER LOCATION MAP SCALE• /"~ 1600' SAN JOAQUlN .'/ILLS ROAD RECLAIMED WATER,· ~9-r-----¾ PRV N0.3 SEE SHEET W22E INDICATES TO REFER-+---+-''--+~ TO PLA,V UE TAIL "6" ON SHEET W22 B SOUTH UPPER . FOR ENLARGED PLAN, UNLESS NOTED OTHt.HWISE. • -;:J LOOP ROAD I en INTERSECTION ' ---=--__-, ===-,----, \ N. LOWER LOOP RO ~~/~'"'"~, / .r(D << ; I ' ! @ ZONE 2 RESERVIORI----+- ZONE 4-6 PUMP STATION@ (D DIRECT BURIED TELEMfJRY CABLE @DIRECT BURTFfJ c I RF,~ OPTIC CABLE ZONE 2-4 PUMP STATION Q) DIRECT BURIED TELEMETRY FIBER OPTIC CABLE KEY PLAN SCAL[' /"=/600' , ,., r-Sta D •,, • tnd ,\~/ -----, ------/' FUTURE / - SAN JOAQUIN SHT .(W ! 5) 1-£ '1.LL'' ROAD --, 1 -/ SHT, W/6 H :, ~ .----• 1 l SHT.(W,'f SHT. Wt.f-i'"' 'i.J--1"',--, SHT. W/8 -I· I .,,,;.~ i ,___...___,- SHT.·~13 _Jli--""- -+---SOUIH UPPER c:, r r.:;-,,", ::"' SHT.~ 71-t r;-~ t~ sHT:0.!v I ?\(~ ~· -----+--2 \\ SHTlWIO) _ _;f> X"'-v1 N. LOWER LOOP RD[ ~ / SHT. ~W-9--.. I <,, .>,5' "'-SHT ·® ZONE 4 [MERGFNCY ~~' gpu~~ STA. BY OTHERS Sta. 52+14.62 Be in SHT.C!i) ___ _ + I. 12 ::~. ~6 ~ _l 5HT.(j55 LOS TRANCOS CANYON ~~-~"-, I / TURNOUT ;sHT~ w4 7.'0 T~HUltL ACc.Ess RD. --~--~J s_._L_o_w_ER-Lo_o_P RD. ' . . L ________ _ 51', 5, JS. J1 '[[ '\ HO TEI ACCESS HD. Begin .___ SHTiID ____ PACIFIC COAST _________ -__ HIGHWAY __ ! 40+ 32. '3 7 LOOP F/OAD 0 DOMESTIC WATER LOCATION MAP SCALE: /"= 1600' BENCH MARK: ELEV. 186.356 1976 ADJ ALUMINUM CAP STAMPED 300.30. 70 SYMBOL LEGEND ABOUT I .35 OF A MILE SOUTHEAST ALONG THE BONITA CANYON ROAD, FROM THE INTERSECTION 0/ _-_-_-_-SECTION IDENTIFICATION CJ7-_ SHEET ON WHICH SECTION APPEARS OR IS REFERENCED FROM ---w-- ----RW---· ---ss--- ---T--· ---E--· ---G--- --a□ 0 • -----f1 J ---0 B ----tx1- --lftf- ~ CD 0 0 f:c, RIGHT-OF-WAY OR EASEMENT CENTERLINE WATER RECLAIMED WASTEWATER SANITARY SEWER TELEPHONE CABLE OR CONDUIT ELECTRIC DUCTS GAS FIRE HYDRANT BLOWOFF VALVE ASSY. 180) COMBINATION AIR RELIEF & VACUUM RELIEF VALVE ASSY. I ARV! ARV !OR BOJ IN ROFILE CATHODIC TEST STATION. W, RW, OR SS CATHODIC TEST STATION PEI? OTHER DRAWINGS END OF PIPE ,:_c• eL ~OE BONO STATION INSIJLA TINC . :JINT ANO AT GRADE 0 ~1r·,D srAr ,N GATE VALVE BUTTEP< L" r.4LVE REDUCER SHEET NUMBER cu,?VE DESIGNATION CON'o TRUCTION ITEM CENT.RAL C!IRVE ANGLE OF MACARTHUR BOULEVARD, ABOUT 0.25 OF A MILE WEST ALONG THE ROAD FROM THE INTERSECTION OF COYOTE CANYON ROAD, 81 FEET EAST OF A POWER POLE NUMBER 1816430 E, 24 FEET SOUTH- WEST OF T!fE CENTER LINE OF BONITA CANYON ROAD, I .5 FEET NORTHEAST OF BARBED WIRE FENCE, IN TOP OF A CONCRETE POST, ABOUT LEVEL WITH THE CENTER OF THE ROAD ANO WIT- NESSED BY A STEEt POST ABOUT I FOOT NORlHEAST. BASIS OF BEARING: STATE OF CALIFORNIA "LAMBERT COOROINA TE SYSTEM ZONE VI" UTILITY SO. CALIF. FOISON (Distribution! ,Mork Ju:•, ; DR, 19(15818)-A Sheet W-2 Of W-35 PHONL: tlO. I 7 I 4 J 859-0246 PACIFIC BELL iELEPHONE /Bi 11 Lwing! 1714! 259-4476 GENEnAL TELEPHONE !Dick µ""Z09 J 1714) 373-2628 1714) 546-2362 SO. ,:,., ,: . GAS CO.' ,n Marino J LAGUNA BEACH COUNTY WA T[R DISTRICT 1714 J 494-1041 SVERDRUP FIELOI 1714) 644-7668 OFFICE• (714) 752-8463 IRVINE RANC.'i WATER 0,2JRICT ()ff'.'.?Jf: Ma!lo__v} / T/4) 476-7500 CC,,, VITY 1 'fJLEVISIC I 7141 721-6226 ·-• ------:-"G.-----------.. THE IRVINE COMPANY 1, JIM LOR!.uJ •• ' I 1_14 ! 7~ UNOERGROUNV SERVICE~· <J_1ao0>422-4l33 / COUNTY OF ORANGE-CONSTRUCTION I( 714 !567-7838 \. "-::::i ( DAVE MARSh,.,i..L ! ' M • PROJECT E/IIGINEER f/CE 24114 IRVINE RANCii WA fEA DISTRICT RECORD DRAW11NG (SEE NOTE ON SHEET NO. 1) Q ii-I½ ll!!ll!!lll!E, llilE RANCH PELICAN HILL ROAD -=~=---------'=:~~1~~=--·;··"_'"i:R __ f_. ~--''_,,,DOMESTIC WATER & ZONE D RECLAIMED ("2°~, ~ Cu~ 2 CHARLES E. GEOR6£ INDEX SHEET ½FI~LE~ND~. -.FP~EiL11C:'.AA~~\:riDwiw1iNoi°Fc:x:x2;:'°, DnfG:;:-~------------:::~[_-_-_-_-_-_-_-_-_-1J.:.c/lf.:.C:..KE=O-• _:Wu:·,\~' _.1.. ________________ L~~~~L::::]~[L::fii.~"L-==-=-=-=-=-=-=-=-=-=-=-=-=-=-;:-=-j~JN~"~•1:l1,,,,;:',""'==~i:i~=7i~~=· D=JRE=CT=OR=====-::..J ____ ~W~A~T~E:,!R~_!T~R~A~N~S~M!11~S~S~l~O~N~~M~A~l~N~b~"-~-Jl'T .. ~:--"-~Mr"'ll"l":ic-Rl:"l01r111Fmill'"'ll'M.,E-or--··---··•··· WATER DISTRIC GREGO~Y p. ffEIERrz I I ' • cl -------------------------------------~-----,--------------------------------------------------------------------------·----------------- EROSION CONTROL NOTES I. ALL WORK SHALL BE IN ACCORDANCE WITH THE GRAD- ING CODE OF THE CITY OF IRVINf., THE RECOMMEN- DATIONS OF THE PROJECT SOILS REPORT, ANO ANY SPECIAL REQUIREMENTS OF THE CALIFORNIA REGIONAL QUALITY CONTROL BOARD, SANTA ANA REGION. 2. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER I 5 TO MAY I 5. THE CONTRACTOR SHALL SUBMIT EROSION CONTROL PLANS TO AGENCY FOR REVIEW PRIOR TO SEPTEMBER JO. ? ~ !!~?'"!"~~!.' ~~":::'!]~.': ! : .~.":~ ,',!A'.-' : 5, !:,'?C~JCN ~DNTROL MEASURES SHALL BE PLACED AT THF [NO OF i:4CH "'"RKING DAY WHrNEv.r:-R -'F c ;·•1c ' ' ' .•• ,,,·· .-.-• '.'" r :· ,, nv c1 _ lh~ , _,.•L _._,-,, i-,.1_.·L·/-,_, .. OF RAIN EXCEEDS JOX. oua IN1J 7 /!C HEMATNUt.H OF THE YEAR, THEY SHALL BE PLACED AT THE END OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50%. 4. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FA- CILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. -5. EROSION CONTROL DEVICES SHALL NOT BE REMOVED OR MODIFIED WITHOUT THE WRITTEN APPROVAL CJF THE AGENCY. ~ 6. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 7. THE TOP OF ALL EXISTING DRAINAGE DITCHES AND STORM DRAIN CHANNELS ADJACENT TO THE CONSTRUC- TION AREA SHALL BE GRADED SO THAT STORM RUN- OFF WILL DRAIN AWAY FROM THEM. THE STORM RUN- OFF SHALL THEN BE CONTAINED ANO DESILTED BEFORE BEING ALLOWED TO ENTER THE FLOOD CONTROL FAC- ILITIES. THIS MAY BE ACCOMPLISHED BY CONSTRUC- TION OF A COMPACTED EARTH BERM OF MINIMUM HEIGHT 12--INCHES AND A MINIMUM SLOPE OF 3. I OR AS RECOMMENDED BY A QUALIFIED SOILS ENGINEER. 8. ANY DRAINAGE DITCH OR EARTHEN WALLED STORM DRAIN CHANNEL THAT IS ADJACENT A PIPELINE TRENCH OR WITHIN THE LIMITS OF THE CONSTRUCTION EASEMENT IF DAMAGED OR ALTERED SHALL BE RESHAPED TO THE SATISFACTION OF THE IRWD INSPECTOR. 9. IF EROSION PROBLEMS OCCUR, THE CONTRACTOR SHALL CORRECT THE CONDITION IMMEDIA ri:L Y AND PRIOR TO RECEIVING A CORRECTION NOTICE FROM THE AGENCY1 IF A NOTICE IS ISSSUED AND THE EROSION PROBLEM IS NOT CORRECTED, THE AGENCY WILL PROCEED TO HAVE • THE DEFECTS REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ALL COST INCURRED MAY BE DEDUCTED FROM SUMS DUE THE CONTRACTOR. GENERAL NO TES I. INFORMATION ON EXISTING UTILITIES AND OTHER SUB-STRUCTURES WAS OBTAINED FROM THE APPROPRIATE AGENCIES, EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONT,tACTOR, UNLESS OTHERWISE NOTED ON THE PLANS. UNLESS OTHERWISE DIMBNSIONED, LOCATIONS OF EXISTING UTILITIES AND SUB-STRUCTURES SHOWN• ON THE DRAWINGS ARE APPROX IMA TE ONLY. THE CONTRACTOR SHALL VERJFY EXACT LOCATIONS, ELEVATIONS AND DIMENSION IN THE FIELD PRIOR TO CO'NSTRUCTION IN THE AREA OF THE SPECIFIC SUB-STRUCTURE. 2. THE IRVINE RANCH WATER DISTRICT <DISTRICT) ENGINEERING OFFICE ::·•ALL BE CALLED FOR INSPECTIONi TWO WORKING DAYS BEFORE START OF WORK AT (714) 476-7500. 3. ALL TRENCH EXCAVATIOMS SHALL CONFORM TO STA TE OF CALIFORNIA CONSTRUCTION SAFETY 0RDERS. 4. ALL s·u1JI'INS Si-lOWN HF;REON (EXCEPT FOR SCREENED BACKGROUND AND AS INDICATED ;:, 1·H11 ,.L. ,, ~:0,.1 c.L.-S!A,lUNs, Mii. J:J1.:cs:Ic liAiEH OR RECLAIMED l/1,TEP PIPELINE .oTATIONS. ALL STATIONS INDICATED AS "PHR C.L." OR "SURL C.L.' STATIONS, OR AS SHOWN ON THE SCREENED BACKGROUND ON THE STREET CENTEHLINE, Alf[ ROAD CENTERLINE STATIONS IN ACCORDANCE WITH THE STREET IMPRrJVEMENT DRAWINGS. 5. "W" OR "WATER" REFERS TD A DOMESTIC WATER LINE, WHICH INCLUDES ALL CONNECTIONS, FITTINGS AND VALVES. S[MILARLY, "RW" REFERS TO A RECLAIMED WATER LINE, WHICH INCiLUDES ALL CONNECTIONS, FITTINGS AND VALVES. --------' -------------------------............... ---------------~---.... fG.ALL PIPING, HYDRANTS, AND VALVES SHALL BE 150 PSI MIN. WORKING PRESSURE \ --EXCEPT Wl-,ERF 200 PSI I WORKING PRESSURE! IS SHOWN ON THE DRAWINGS. ' ' .;L~-,~c--,,,._ TT/,/('; 'L' ',,rFs· AT JOINS A '[3 ~- ~'-• _" •_J_•_M_"'_-'--·----------~ ---~/---~ 7. CONST!?UCT FIRE HYDRANT ASSEMBLIES, BLOWOFF VAL \'ES AND , i,'f3INATION -AIR & VACUUM RELEASE VALVES AS SHOWN AND SPECIFIED. 8. HIE DOMESTIC WATER AND RECLAIMED WATER ON PELICAN HILL ROAD ARE DIMENSIONED FROM ROADWAY CURB f'AOES WHICH WILL NOT BE PRESENT AT THE TIME OF DOMESTIC WATER OR RECLAIMED WATER INf;TALLATION. REFER TO STREET IMPROVEMENT DRAWINGS FOR RELATIONSHIP BETWEEN CURB FACE AND ROAD CENTERLINE. 9. ALL ELEVATIONS OF UTILITIES CROSSING THE DOMESTIC WATER AND RECLAIMED WATER LINES SHOWN ARE INTERPOLATED DFSIGN ELEVATIONS. IF THE CROSSTNG UTILITY IS EXISTING A I THE TIME OF DOMESTIC WATER OR RECLAIMED WATER LINE CONSTRUCTir;JN, THEN DETERMINE THE AS-BUILT EXISTING UTILITY LOCATION PRIOR TO DOMESTIC WATER OR RECLAIMED WATER LINE TRENCH EXCAVATION. 10. TOP AND BOP ELEVATIONS OF EXISTING AND FUTURE CROSSING UTILITIES THAT ARE SHOWN IN DOMES TIC WATER AND RECLAIMED WATER PROF I/ES ARE APPROXIMATE DESIGN ELEVATIONS. THE CONTRACTOR SHALL FIELD VERIFY LOCATIONt AND ELEVATIONS OF ALL EXISTING UTTLITIES FOUND DURIN/£ TRENCH EXCAVATIONS. I I. SCREENED TOPOGRAPHICA,L BACKGROUND FOR PLAN AND PROFILE SHEETS WAS PROVIDED BY ROBE~T BEIN, WILLIAM FROST AND ASSOCIATES. ' 12. DOMESTIC WATER OR RECLAIMED WATER PIPE JOINTS SHALL BE PUSH-ON TYPE JOINTS, EXCEPT AS OTHERWISE SHOWN, /JR WHERE RESTRAINED JOINTS ARE CONSTRUCTED. SEE FOLLOWING NOTE. \ 13. FOR THRUST RESTRAINTS AT FITTINGS AND ALL ABRUPT CHANGES OF PIPE DIRECTION, VERTICAL OR HORIZONTAL, GREATER THAN 10 DEGREES, CONSTRUCT THE FOLLOWING: A! FOR 4-INCI/ TO I 2-INCH PIPING, CONSTRUCT THRUST BLOCKS AS SHOWN, EXCEPT THAT WELDED OR RESTRAINED JOINTS MAY BE CONSTRUCTED AS SHOWN IN LIEU OF THRUST BLOCK-5, AND BJ FOR /6-INCH AND LARGER PIPING, CONSTRUCT WELDED OR RESTRAINED JOINTS AS SHOWN. 14. EXCEPT WHERE A F4BRIQATED OR STANDARD FITTING IS SPECIFICALLY CALLED OUT, VERTICAL ANGLE POINTS SHOWN ON THE OOMESTIC WATER OR RECLAIMED WATER LINE LINE PROFILES ARE DRAWN SOHEMATICALLY, I.E. SLOPE CHANGES SHALL BE OCTAINED BY JOINT DEFLECTIONS. THE CONTRACTOR IS CAUTIONED TO MAINTAIN THE SPECIFIED CLEARANCES TO CROSSING UTILITIES. SEE FOLLOWING NO TE. 15. DOMESTIC WATER AND RECLAIMEn WATER LINES SHALL CROSS EXISTING UTILITIES WITH 12 INCHES MINIMUM CLE'ARANCE, EXCEPT WHERE OTHERWISE CALLED OUT. IF THIS CONFLICTS WITH INFORM'ATJON SHOWN ON THE DRAWINGS OR FOUND IN THE FIELD, THE CONTRACTOR SHALL OBTAIN AGENCY APPROVAL BEFORE INSTALLING THE PIPFIJNES. 16. TOTAL SPECIFIED DEFLECTION AT VERTICAL Pis SHALL BE OBTAINED WITH ONLY AS MANY PIPE ,JOINTS OF STANDARD I 20 FT! Lf.NG IH /OR LESS! AS NECESSARY WHILE MAINTAINING AT ~EAST 12 INCHES MINIMUM CLEARANCE TO CROSSING UTILITIES. EXCEPT AS OT/ICRWISE CALLED OUT. \ 17. DOMESTIC WATER AND RECLAIMED WATER LINES HAVE BEEN. DESIGNED FOR ;_ J -FT. MINIMUM COVER TO ROUGH ROAD GRADE. IF LESS CO,VER OCCURS, THE CONTRACTOR SHALL OBTAIN AGENCY APPROVAL BEFORE INSTALLING THE PIPELINES. 18. THE WORD "OUTLET" USED HEREON REFERS TO A TEE-OR CROSS-CONFIGURED FITTING FOR MAIN LINE PIPE SIZES GREATER THAN 12 INCHES, AND SIMILARLY "TEE" FOR MAIN LINE PIPE SIZES 12 INCHES OR LESS HOWEVER, ACTUAL FITTINGS SHALL BE IN ACCORDANCE WITH AWWA STD. C-208 FOR STEEL PIPE AND AWWA STD. C-//0 FOR DUCTILE IRON PIPE, WHICHEVER PIPE MATERIAL IS PROVIDED. THE CONTRACTOR JS RESPONSIBLE FOR CONSTRUCTING ANY ADDITIONAL FITTINGS AND MODIFYING THE OUTLET SIZES APPROPRIA !ELY 10 PRODUCE THE PIP£ SIZES SHOWN ON EACH SIDE OF PIPE CONNECTIONS. 19. BOP ELEVATIONS SHOWN FOR LATERAL CONNECTIONS TO THE MAIN LINE ARE ST A TIONED AT THE CENTERLINE OF /HE MAIN LINE. 20. "NATURAL GROUND OVER PIPE" IS EXISTING GRADE PRIOR TO ROUGH GRADING FOR ROAD. 21. "OTHER DRAWINGS" MEANS= OTHER DRAWINGS IN (HIS CONTRACT. 22. "BY OTHERS" MEANS: BY OTHERS IN ANOTHER CONTRACT. 2.l. PROPOSED SANITARY SEWER LINES, OOMESTIC WATER LINES AND RECLAIMED WATER'LINES ARE SHOWN ON THESE DRAWINGS. OTHER PROPOSED UTILITIES ARE NOT SHOWN -REFER TO OTHER DRAWINGS IN THIS CONTRACT. 24nWHERE DEAD ENDED PIPE LA TERA LS ARE NOT LONG ENOUGH TD SCHEDULE w~o • THE MAIN LINE OUTLET TEE AND ADJACENT VALVE SATISFY ~~RIA FOR FIELD WELDED OR RESTAINED JOINTS PER £B IN THE LA AL LINE SHALL BE FLANGED. 25. FLANGES ON THE MAIN LINES AND LATERAL LINES SHALL MATCH, EVEN WI/EN DISSIMILAR MATERIALS OR PRE:.·~ 1fi£ CLASSSIFICA TIONS ARE Pf?OVIDED IN THIS CONTRACT OR BY .,;;·, ,: ,;_ CONTRACT ( S) AT JOINS. 26. AU PIPE ENDS SHA//_ BE BLIND FLANG' • OTHERWISE SHOWN. _ .. ..... _ . 27. TEST PRESSURES FOR ALL MAINLINE PIPES SHALL BE ACCORDING TO THE FIELD HYDROSTATIC TEST PRESSURE ELEVATIONS IN SPECIFICATIONS SECTION 15042, PARAGRAPH 3.05D, AND ADDENDUM NO.I. TEST PRESSURES FOR LATERAL PIPES SHALL BE IDENTICAL TO TEST PRESSURES FOR THE MAIN LINE PIPES AT THE POINT OF CONNECTION. 28. WHERE AWWA BUTTERFLY VALVES HAVE RFFN CALLED OUT ON THE DRAWINGS, THE FOLLOWING SHALL APPLY' 29. CLASS 150 -AN AV(WA C-504 BUTTERFLY VALVE DESIGNED FOR A MAXIMUM PRESSURE OF 200 psi. CLASS 200 -AN AWWA C-504 BUTTERFLY VALVE DESIGNED FOR A MAXIMUM PRESSURE OF 250 psi. ELECTRICAL, TELEMETRY AND INSTRUMENTATION WORK SHOWN ON DRAWING SHEETS W22A THROUGH W22F INCLUDES WORK FOR THE ZONE G RECLAIMED WATER TRANSMISSION MAIN. RELATED CIVIL, PIPING, MECHANICAL, STRUCTURAL, AND OTHER ZONE G WORK IS SHOWN ON DRAWING SHEETS RI THROUGH R29 OF THIS CONTRACT. "-----------------------------------.' ------------ DR.19 (15818)-A Sheet W-2A Of W-35 RECORD ,DRAWING (SEE NOTE ON SHEET NO. 1) EROSION CvNTROL NOTf": I } SHEET & W2A OF i ~a~ 'ir ' I " . cf c::: 0 -? 'f' ~ . 7\l .. -· .j-C ~ :!:,_ E e, . I ' <' 0 r l - 900 , I I w i ' 0 0 + 0 a <:( f--- V1 >- ~ I = .....I ' = I-I -+I I--::::J i a:: ' "-' N 800 =I LL.J LJ7 0,H ~ = -10-,_.Z LLJ• = ,-. + 0 ~I= = 'SI-> 0 = ,-=:c "-"' -Nll'.l:'. H ----' I~ ,;;j-H w = I-=· = I-= I--I c:::i_ >--V) -u == "-' u 700 I--=·= • (!) w -=:c <( I--:J (./") I ----' <..r.> . rY :J v--, ' =-f----·-0:: I "-"' t/l Q) 0:: =--j____ 20" CLASS 150 ~: 2 4" Q) N j____ ' -=:c' :::::::ii, = I =· CLASS o 1/) =--If) t--: w ' I z I v--,' 150 Ii) z z 600 3iC L----TEST HGL I EL. =605 =· = n ' ' " 0 ' ---u ' i • II 'I u I ' <( I f--- ' I-0 0 z I V) I-H ' z I i500 CJ "--w ' V1 <:( I LU I I'-, ' (,.---ZONE 2 w. P. HGL EL. =474---..... I "" Ii I'--~ ' = 0 =- -1--u I--LL.J -=<:L,._J ~ L...L u ----' -LL.J 1------1 LL 1------1 u I tj-. ' ---~ ~ I 1400 /Y) I I (l) • I ~ LO I + /Y) : ' ~ -I + LO 300 lJl ! -~----- <:( Q_ C:::71 I -~ • ' <! • <! I ~-I-I-_ __v--:: ~ 1/) ~-200 (/) ~ I ~ ' I 1~ ' I 100 ' ' ' STATION 10+00 20+00 30+00 40+00 50+00 \ TEST HGL EL 021 (NTS\ • -• -' I TEST HGL EL. =I• 004 -- ✓-'\ l I I ' I I I I I ~ I ' ' ' 0 I I I I + ZONE 4 P .. HGL E L. =886 cs-6=STATIC > ' ,w. I z lD I z 'st-.... ' ' 0 0 ~ = N L.o.J I d I LL..I = H ' -= '<t" ~ - ------H ' v--, I I-= --= r-----Na:: I I-----' = . ' ----' ' u • = C, ..... ;:--:--l I u <( = <000 I f---=----+-~> =· 1:J :J I-= = "" ~a:: = = =I ~ = = -,.,_, = \ -__,w n---· 0:: 1/) = __J ~<fl =---=---=1 I-• ::, LiJ -c::, = =-~ I 20" CLASS 150 ~ OCt.: ,::=:, = c51 If) 2 0" CLASS 200 V> ~ __J ____J ~' 1Z ' ---------~-t =' I .:::. ~ B ' -=:c' 0 -I v--, I ' -u ' ' " ' -'. I -- 0 ~ ~ ' ' =I ' z ~~ = I ''Z -----------~ LL.J LL.J• c--a--1, H DOMESTIC WATER. TRANSMISSIO N MAIN =---=---' I w (.) I =--=-I ' I ' = ' ___.---:: j.----! =1 I w I I ___ _...,,.7-= =· ' ro I--' ' [I) ' f---' v~-~-/ -~ ~ • LD- /Y) + (\J LO • <( I- (/) 60+00 I ' I FINISH GRA )E PEL IC, N HILL ' I I I i ' I ' I ' I ' I -I ' I I ' I : ' ' I ' I ' / I \. - 70+00 80+uu 90+00 SCALE HORIZONTAL I "=500' VERTICAL 1"=100' LEGEND 1 ') II ,......., --,-''1'--- 0 ___ l OUTLET & SIZE 8" "- -----i,<rl-1 --MAINLINE ISOLATION 6 24' CLASS 150 AIR RELEASE VALVE BLOWOFF ASSEMBLY REDUCER PLAN & PROFILE SHEET NUMBER SIZE_ & CLASS RATING OF PIPE FIRE HYDRANT = =· I fY) = =· <./) =I I + ' ' ' ROAD ' I I 0 I ' tj-' ' I I I : 1- I I I I ' ' I I • I <! 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CALIFORNIA 91109 /:¼llll!ll!l3 PROJECT .A.ACER s-._,_p____ 0 0 ME 8 TIC WATER co .. •'>E~·~E" Off ICES IN PRINCIPAL CITIES IRYIIE RANCH 2a<,a 1r , -' ~ , , :.. _ W35 wuu IIHIIC G1!£Gllflr P. Tl ~'r~'rlfJtiZb O!RECTOR TRAN s MI s s ION MA I h PLAN AN_o_P_R_o_F_IL_E ___ i_: _ _J l---+----+-------------------+-------1 CHECKED1 WJW FILE NO. PELICAN\DOM. DGN 7\1 ,~ LIS-- -"' ---:---..:: -..,-) .J'"\ I 711 CLASS 150 900 800 c:c I WO 0 3:: <( TE ST HGL 0 = =---I--L..L..J -cc: L..L..J i:::i 1.-L- ____J -L..L..J + 0 -<X: I-- V1 • >-3: :::r:: I-- V1 <:( 0 u u 1-1 700 600 500 400 LO ro \,_ -.,--TEST HGL E I W- ~ .,,.,.-w . p . HGL ...J w 0.. +1 .... -r o._ 0, 'a: ' + 'w r--- I-- <( 31: • <( 0 0 _J Q'. :c 0.. I-0 ::, 0 0 ...J t/) w. P. HGL EL. . = 5 84 I EL. = 474 z 0 N 1----1 ,.., I-+ <( Lf1 I- N V, . > <( Q'. I I-Q_ V, ~ + I-LL ~ 300° . l/) 1-1 ...J u u " <X: Q__ -e • w "' <( Q'. I-' ~ (f) z ..... j:::::-0 ~ 200 w ID - e-~ 100 -- STATION I 0+00 20+00 :;,...· ,:,. .:t:: ,_ CJ) 8 ,-,-. _ _,, 'o(J g a: -------------_____.----r 30+00 No. DATE -REVISIONS APPROVED 1-,,,........-----r----------------------,---------l DESIGNED• RW 7-25-90 REVISIONS t---+-----+---------------------+---------lORAWN• GAM t--+-----+---------------------+---------J CHECKED• WJW FIL£ NO. PELICAN\ RECL. DGN / 2 O" CLASS 150 -' 2 4" CLASS 150 ' "'-I _/ ! 900 • ~ I / z +:' ~-EST HGL El =865 z o:: i<.0 w -' . 0 wco z 0 u 1-ICO -+! 0:: <C II _J ' w 3:: _J w "'' a:,' I-0 Q.. 800 z 0 I ------- ,~ ..... w ~ -zZ --0: ~ :::!' 0 0:: • I-I .... 00 0 l/l I I ,,-w. P. HGL EL. =750 <( ........ NwLL v ...J 1-I--+ l--• EL. =727----., ~ I u uU ol 0 --0: []] w wW 'Sr 3; _J <.O 0:: zZ cc -700 "' v zZ _J 0 . / + 00 l/) n LJ I-ID .... uU <( w l/) N I-_J l/) t/) 3:: ' l--z _J I 1/) o::: 1---1 • w 1Vlo f--i =6 12~ ~ --0: :::;co :r: 0 I-010:1-~ -t/) ou< w 600 ~ r..-----! +I z ~-,. . z 0 0 f--i ..... 4'.0NE D RECLAIMED WATER PIPE ~INE a: 0:: :::J I r---I-w 0 w 0 ~' + <( ~~ ! 0.. c{ ' 0..' c{ O, ro I-i 0..' 0 0.. 0 <( I v t/) ___--:_ ::::, a: ::::, Q'. 0 500 . > K <( ~ ~ I- l/) ~~ ' -- --------==== ~ -----~ • 40+00 50+00 60+00 ENGl~EERING-SCIENCE DESlqN • RESEARCH • PLANNING 75 NORTH FAIR OAK~. P.O. BOX 7107 PASADENA, Ct.LIFORNIA 91109 QFFICES IN PRINCIPAL CITIES H ~-3 IRVIIE BAICH WA TEI DIITIIC ! :c Q_ :c Q_ J I-Io 1-10 I I ::::, 0 Q'. 0 z 0 _J 0 _J FINISH GRADE PELICAN HILL ROAD <( VJ z ii V) 400 PELICAN HILL RD 300 ' n:: I ' RECLAIMED WATER PIPELINE w CJ MAXIMUM HYDRAULIC GRADE LINE 31: <( 0 0 ...J Ct: :c Q.. I-0 a:: 0 0 _J ' z 70+00 ,--80+00 90+00 SCALE HORIZONTAL I "=500' VERTICAL I"= I 00' 100+00 (RESERVOIR FILLING) 200• ' 100 I I 0+00 1, 20+00 130+00 140+00 150+00 ~-i~r----__ ,,..v,'-J-3 .. \ ;fi LEGEND ~ 20' CLASS 150 MAIN LINE ISOLA~ ) AIR RELEASE VALVE BLOWOFF ASSEMBLY REDUCER PLAN & PROF[LE SHEET NUMRER SIZE & CLASS RA TING OF PIPE PROJEGr f.rlGINEt.H 24! 14 PROJECT MANAGER !£ • 3 • f 0 RCE 2MB IRWD AS'515TANT DIRECTOR DF ENGINEERING (;;) ~ ~ W 3 4 J----1--- iSI iSI + N ('1 - W35 DR. 19(15818)-A Sheet W-ZC Of W-35 RECORD DRAWING (SEE NOTE ON SHEET NO. 1) IRVINE RANCH WATER DISTRIC.T PELICAN HILL ROAD RECLA~MED WATER PIPELINE CONDENSED -ZONE D RECLAIMED WATER PIPELINE PLAN AND PROFILE I Ml SHEET W2C OF W35 • .-➔. . +-FH=--=!=l--+-l-+-'-i--:..j...:.__-l---+.----1 ' f· .____,f-+-l-'+-+---+--l---l--+ -+-F-+----'+---+--+,--l---l'----(--1---!---''---'· t ! i -• + -• ·-1 ' ' I • I I --l .. 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REVISIONS APPROVED s ' \ ' I I ' 2 ~SIGNEO: W.l, ..i 3 4 E~GINEERING-SCIENCE DESIGN • RESEARCH • PLANNING 75 NORTH FAIRl~KS AVE.• P.O. 80)( 1t01 ■ PASADENA, CALIFORNIA.1110& OFFICES IN PRl~CHW.. CITIES nttrt-"'K:t~tt-t-t-·1 +--+--+-'-+--+---1-+--1 :s.. + --+-t-'-t-+--+-'-t-<a'\H-~. ~ j t ·, -'1"'-t+---'--+7'1---1---l-' ' i;:j· I l -+-~-+-+--i-+-f--+--t- ,5 6 • '""-- • ·-·-'",--, .'f;,:c __ WATER MAIN 'ECURVE OATA .:::i .. 52 "22's8' " : 1154,!50 I '-s /O55.S0 i ., 5~1.G7 .. -+--' • ! --:-_:_' 7 SCALfS !iORIZ. I = 40' Vl!kT. 111 = 4 1 l'fUIJCC T C/llf1NC£1f PlfOJECT MANI/GER i ,. ! 8 -+--1------+ -.. J I . , -t---,-t-r-----+-t--t-b:c:-+ --t--+----+---+---+---+--l -; 1 ' -0 +·--,·---+---H---+--1--+-+-., I : -+--+-~-l-+--1'--'---t-l i j L---- ' ------+----+---+----1--+--''--J • I I ! - --~-- j_ ,, -~HW-+-~-+---4-~--+-I ! .... -·------t-+---,---1-+--t--!---l r . t i ------..t---------l-+--l--+--1----1 I. 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No. C23498 IRVINE R~NCH WATER DISTRICT PELICAN HILL ROAD 0 DOME-sTte: WATER< ·:,\-:. . -\ • . -' --·-·"-----~·-:~....... -- I ' - \ r ---l----- +1rl---+----tcc-1i--t--i-----r--.--r--r;--+--\ I j I • + --- • ' • - ~ -=~·r--~ r I ' ., I F-4"=1=--+-+=-:irr<-tc:c-r>'t-,-t--+--+ I 7'f'--f'--'+'-t-.;J--t---t-~--, i - ' ' ' . t I I ' ' ' --j- T ' I ' I I -/ I I I -; l -I ·~!tt-t--t--t-t--t,-r--:-'"-r,----..i r tt: L+'--+--+---l---t---t--+-,:;;,t-----r I '. i I , '7, • I ' I I r· • l • '. ' J -+--+--t--t--t--t--t-~+--- l j 1-i '. + +-tl--t-+-t---i---t---.---r--J--t- ' +---I t-- --+-+-~-t---r-,---r---t----r--, ~ I -{i· I __ , --:JL-t---'---t:;-f---'---H--;-- J i r -- I f. ' 1-, ' j I { I -. ! _j 1 I i t J I ' l ' ' . 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' PROFILES l;D.W.T.M. & RECLAIMED WATER-Pt~PELINE \ -~ 111\11, A, 8, C, D, E, F, G, H, &-l-i MICROFILMED ' J/8" fJ X 4" STAINLESS ST[[L ANCHOR ,:_<t1~ T CAST IN SLAB ~ AIR !~iJCUUlvf --.._ Ji ",. AND AIR , RtlEAS[ -GALVANIZED STEEL VENTED PIPE COVER J/!6"STL. PLATE rb:--;--;:+-r-<.TYP J" DIP OR CML & C SP, OR 2" COPPER PIP£, TO MATCH ARV Sil£ SL[[V[ TYPE CPLNG. W/THRUST BLOCK OR FLEX. GROOVED RESTRAINED CPL/NG. W/NO THRUST BLOCK (2 EACH AT /80° /IPIIRT! ---~ J/8"@ STEEL LIFTING HANDLE VALV[-S/Z[ PER f!LAN AND PROFILE SHEETS------.. 5" LONG X I l/2" DEEP -2 ON OPPOSITE SIDES 2" GV (FOR 2" ARV ONLY) -,----1J FLG. GATE VALVE W/2" OPERA TING NUT & VAL V[ BOX (FOR J" ARV ONLY) PER (3\ '\Fffl 4"· -; • ;;, , [DC[ 0 • SIDEWALK, WELD NECK FLG. <FOR ]"ARV ONLYJ 90° .. :~ i . .. LEVEL OR SLOPED UPWARDS TOWARD ARV I • I AS APPt ICABL ) i__'<-_ _1~PROV!D[I PVC SLH[V[ ---/2" SQUARE ~ONC. [NCAS£M£N1 FOR 2" COPPER P PING ONLY. FACE OF CURB .... J ... " , SIDEWALK WIDER THAN 6' CASE I I SECTION(!) '-../ /8" MIN. FACE OF CURB . • ... ---=-~====== ls~D£WALK .,-<-6'WiD£ OR LESS VENTED PIP[ a : • • • ~ ... -----VENTED 4 PIP£ CA.ST 2 SIDEWALK ADJACENT TO CURR ARV ASSEMBLY LOCATION PLANS ,----J'OR WIDER PARKWAY VENTED PIP£ 15" CASE 1 SIDEWALK NOT ADJACENT TO CURB SECTION B AIR AND VACUUM VAL V[ ASS[MBL y EB FEATHER . LOCATE 4" OUTLET-- TOWARD STREET JOIN EXIST. I PAvtMtNI~-- MAIN LIN£~ NOTES: GV & VALVE BOX P[R---+-----1 SIZE PER PLANS INSTALL HYDRANT WITH (1)4"& (!)2_J_,, FIR£ HOS[ 2 OUTLETS ~-4"CLASS 2 CONC. PAD SIDEWALK _,.-----cONSTRUCT 6"W I. FOR APPROVED TYPE OF FIRE HYDRANT 5[[ SPECIFICATIONS SECTION 15100. 2. HYDRANTS TO BE PAINTED ACCORDING TO PAINT SCHEDULE. Sf[ SECTION 09900 0~ SPECIF/CA T!ONS. J. PROV/DC "BR[AK-AWAY"BOLTS AT HYDRANT FLANGE. 4, ROTATE HYDRANT 45' WHEN ADJACENT TO POr'IER POLE OR STREET LIGHT POIF. SIDEWALK OR FINISH GRADE PAVEMENT @ VALVEBOX- CONCRETE BOX MAIN PAVED AR[A 8" COMPANION FLANGE WITH 2j-" TAP FOR FIR£ HOS£ CONN. /0" !8''xl8" PR[CAST CONCRETE BOX W/ TRAFFIC TYPE COVER, WALL THICKNESS 5"M!N 5'-0" MIN MIN I rr-+--n I I I I CU. FT. I PEA GRAVEL I • OR CRUSHED ••.. ROCK ~ .. I :':~: .. , 6" B"P!PE 8''x6" FLANGED T[£ 6" SPOOL L[V[L OR SLOPED ~· • 6" GV &. VAL V[ @ j DOWNWARDS ---. 80,v nrn --r--=-it----' BLIND FLANGE 11 !Ul W2 UNPAVED ARl:.-A NOTES: !. FOR PRECAST CONCRETE BOX LOCA T!ONS, REIER TO DETAIL !. 2. PIPING AND GA It VALVE SHALL BE /50 PSI MIN. WORKING PRESSURE EXCEPT WHERE 200 PSI (M/N;--WORK!NG PR[SSUR[) IS SHOWN ON TH[ DRAWINGS. BL[)'1(-.0l£rj LENGTH OF PIP[ (FT.) ON [ACH SID[ or ANCL[ POINT OR FITTING (AS WELL AS !HE FITTING ITSELF) TO BE FIELD WELDED OR RESTRAINED - PIPE PIP£ MA TERI AL/DEFLECTION ANG/ES LOCATION SIZE STEEL D. !. P. (!) (/NJ ····------r---------· . . (J <:!)goo 45° 22 _J_ 0 I lj0 90° 0 45° 2210 I I j 2 2 GENERAL 4 42 /J 4 I 168 50 /J 4 GENERAL 6 65 !9 5 2 259 76 20 5 GENERA(_ 8 87 26 7 ? 146 102 27 7 .. -~-·--- GEND71L /0 109 32 9 J 434 128 JJ 9 GENERAL 12 !JO 18 10 J 519 153 40 /0 ' ~ GENERAL /6 171 50 !J 4 682 200 52 !4 . -G[N[R/J,L • • • 2V 210 62 /6 5 838 246 64 !7 GENERAL 24 247 71 /9 50) 985 289 75 20 (J) GENERAL IOX6G 70 278 REDUCER ~· GtNERAL f6X8@_ !28 512 REflUCFR I------------··- GENERAL 24X2i ,.-JOI I 0 REDUCER GENERAL 24X~ 219 875 REDUCE/ (j) VALUES SHOWN ARE FOR DIP WHERE CLASS ISO PIPING .' 'EC!f!ED fOR THt ST!:.EL P!Pt OPTION. FOR CLASS 200 PIPING, MULTIPLY /7fFS[ VALUi v_1~.5!,:252.,.~---------..... 5. HYDRAN,T, GA TE VAL VE AND PIPING SHALL BE 200 PSI MIN. WORKING PRESSURE. (2; TEE~BUTTERFLY VALVES & BLIND FLANGES SAIA· AS 90' ~ .. , fFOR TEE'S, PIPE LENGTHS ...___ ARt FOR LATERAL LIN£ ONLY -MAIN LIN[ 00£5 NOT R[Ol ;£ RESTRAIN/NG. J 6. FOR HYDRANT LOCA T/ON PLANS, SEE DETAIL 1. RESIDENTIAL FIR[ HYDRANT ASSEMBLY 200 PSI WORKING PRESSURE No. DA Tf RfVISIONS APPROVfD ,e0 W.JW ~------------------~------tDESI(;Nc. • , f:-7 ·25·90 REVISIONS ~-l-----+-------------------+-------tDIIAWN• GAM ------t---------1 CHEQKEO• C[G FILE NO. PELICAN\ DWTM20. DGN ffi (J) TH[ LENGTH OF PIPE TO Bf RESTRAIN[[) OR FIELD W[LD[D ,,)R TH[ II l/4' BENDS AT DW STA. 5!+78. 08 AND AT DW Slit 5!+93. 46 MAY Bi REDUCED FROM TH[ VALUES SHOWN TO . .'!. 7 f[[T AND 15. 5 FEET FOR ST[[l PIPE AND i)i'CTILE IRON PIP[, R£SPECT!V£L Y. @ PIP£ LENGTHS FOR LARGER LIN£ ONLY -.,MALLER LIN£ 00£.\ iOT REQUIRE RESTRAINING. c;) WHERE LATERAL PIPES AR[ NOT LCNG L.NOUGH AS REOUIRED b,' THIS T.A,BL[, SE£ GENERAL NOT[ 24. PIP[ THRUST RESTRAINT SCHEDULE 5 WITH F/ELD WELDED 0/i RtSIRAINED JOINTS DATE ENGINEERIN<l-sc1ENCE ~ PflrJJECT fll!Jil/ffff _lrf. DESIGN• RESEARdH • PLANNING 75 NORTH I-AU? OAKS, P.U. HOX /JO~ PASADENA. CALIFORNIA 91109 OFFICES IN PRINCi1 AL CITIES ~-~ IIVIIIE RAICII WATEI DISTRICT PROJE.CT MN/AGER" RC£ 2Uil MAIN LIN£ NOTES: LOCA T[ UPPER 4" OUTLET TOWARD STREET WI TH O TH[R OUTLETS AT 90" -- <: B•x6" R[DUC FLANGE X ~ AS APPL/Cl! R-T VALVE r-.., GV & VALVE BOX PER -----r----:,-c:-, SIZE PER PLANS I. FOR APPROVED TYPES or FIR[ HYDRANTS SEE SP[Clf!CATIONS SECTION 15/00. 2. ALL HYDRANTS ON SULR, AND PHR ABOVE STA. 52+00, AR£ RESIDENTIAL HYDRANTS. ALL HYDRANTS ON PHR BELOW STA. 52+00 AR£ COMMERCIAL HYRANTS, AS IND/CA TED ON TH[ PLANS. J. HYDRANTS TO 8[ PAINTED ACCORDING TO PAINT SCHEDULE. S£[ SECTION 09900 OF SPECIF/CATIONS. 4. PROVIDE ''BREAK-A WAY" BOLTS AT HYDRANT FLANGE. 5. ROTATE HYDRANT 45' WHEN ADJACENT TO POWER POL£ OR STREET LIGHT POL£. 6. HYDRANT, GATE VALVE AND PIPING SHALL 8£ 150 PSI MIN. WORKING PRESSURE. FACE OF CURB FACE or CURB SIDEWALK : [(, .,-.-SIDEWALK /8" • WIDER THAN 6' JO" 5'W!D£ OR L[ss, "" -e, -, I 1' , CONC. 1+--1 PAD CASE I CASE 2 SIDEWALK ADJACENT TO CURB HYDRANT LOCATION PLANS J'OR WIDER PARKWAY • CONC. PAD CASE J SIDEWALK NOT ADJACENT TO CURB RESIDENTIAL & COMMERCIAL FIR[ HYDRANT ASS[lv1BLl[S !50 PSI WORKING PRESSURE DR.19(15818)-A Sheet 20 W-35 ESS !, E. l;:j' ~~Jrlr :J· al· a! u !lo. C RECORD DRAWING (SEE NOTE ON SHEET NO. 1) IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD ' DOMESTIC WATER & RECLAli~lED TRANSMISSION AINS M MISCELLANEOUS Dt:T AILS I'' 3 tff-S SHEET w~o OF 1 ' W35 i ! . I I i I , I ! ' '' I i I ' I ' ; I ; I '' : I Ii 'I I I " '' : ; Ii ! I : I : I : I '' i I I I I • I i I I I I ii '' ii 'I 'i i • I I : i ' 'I ; I ' 'i ; I 'i' '' '' : : '. I ,. ! ! ' : i I I I I '' i . Ii : I ii : I Ii 'I i • i ' ! rj e ~ .. ""' -r. ~ f ' r t 'CJ ,., I" S:... • ;.. ' ~ c::. --~ ;J:3 • -1-~ 1(1 ,.. -• -... I. ,.. , , I' J " . . '----------0() " - NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S OPTION TO 8[ BROUGHT UP IN LIFTS AND COMPACTED --~ '££ ROAD IMPROVEMENT DRAWINGS FINISH GRAD£ PER ROAD --____ IL~ONSrhUCTION DRAWINGS~---_-:_-_- +~ ~ [X; ROUGH GRAD£ LIN[-,,+,,,___,, PER DOMESTIC & RECLAIMED WATER PIPELINE PROFILES -~ -------- " I. 25 X PIPE TRENCH & STREET ZONES 0. D. MIN. SEE CASES I & 2--.---. a· MIN. 83 BARS (II /2" 0. C. TRANSVERSE STEEL VARIABLE, DEPENDING UPON PIP[ Sil£ AND SOIL CONDITIONS 16" MIN. J------11 -~- I PAVEMENT, TRENCH & STREET ZONES, SEE CASE I 2" MIN. -L.f---,,.,+-----,--t ---,11-~~1VCRT. BEARING SURFACE HORIZ. /8" i"' MIN.~1 I I h: ~ :s: TYPICAL PROFILE ~----ADDtnONAL BLOCKING AS DIRECTED TYPICAL BEARING SURFACE TYPICAL B£ND T££ 4" MIN. -6", 8" & 10" PIP£ 5" MIN. -I 2" PIPE & LARGER CASE I TYPICAL NORMAL BEDDING NOTES: CASE 2 OVERWIDTH BEDDING I. TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE SHAU :3::.-WITHIN TH£ FOLLOWING LIMITS FOR TYPICAL NORMAL BEDDING. FOR UNSTABLE I SOIL COND., 1 SE£ NOTE 4-~1 ~ I ,-------, ~-- 1 I ~-----'-'-VA_R~I E~S --t---i ~ ~~•\ ~~------~r-: _________ l ___ ~r II---+--,,. t'----;,-' ---t--""'1---- FOR UNSTABLE SOIL COND., SE£ NOTE 4:--+_____., I ,-----· I VARIES ,----.i=~=-:=-::;:.,-=jf-~=-:=-==-:J111---- -- -- --+ -- -- -- ---·-· j_ ) ---- J'-J' SPOOL & PLUG---"- CROSS PLAN SECTION R£DUC£R ELEVATION TRENCH £ND CAP NOTES: I. THRUST BLOCK BEARING AREA BASED ON ALLOWABLE SOIL BEARING VALUE OF 1500 psf PRESSURE AND 225 psi LINE PRESSURE WITH J'-0" COVER MINIMUM. • FOR BEARING = 1000 psf, I. 5 x AREA SHOWN FOR BEARING = 500 psf, J. 0 x AREA SHOWN 2. ALL THRUST BLOCKS SHALL BE CLASS J CONCRETE AND PLACED AGAINST UNDISTURBED SOIL. IA) MAXIMUM TRENCH WIDTH-0. D. PIP[ OR B[LL PLUS 16"(8" MAX. EACH SID£ .OF PIP£). 18) MINIMUM TRENCH WIDTH-0. D. PIPE Ot< BELL PLUS l2"ffi" MIN. EACH SIDE OF PIP£). CASE J 6" MIN.-~ CASE 4 6" MIN.--' MINIMUM SIZE OF THRUST BLOCK BEARING SURFACE SECTION VE.RT/CAL B£ND J. REINFORCING STEEL SHALL CONFORM TO ASTM A/5 AND AJ05 INTERMEDIATE GRADE. 2. OVERWIDTH BEDDING SHALL 8£ USED WHERE THE TRENCH WIDTH AT THE UPPER LIMIT OF THE PIPE ZONE £XC££DS TH[ MAXIMUM WIDTH SPECIFIED ABOVE. J. OV£RWIDTH BEDDING-MAXIMUM TO BE DETERMINED IN FIELD BY THE DISTRICT INSPECTOR ON TH£ BASIS OF OV£RWIDTH £XCA VA TED. CONCRETE A CH CONCRETE ENCASEMENT .PIPE SIZE 4• 11.!. 0 4 HORIZ. /'-6" BEND 22.!. o 2 BEND " VERT. HORIZ. VERT. 0'-9" l'-6" 0--9" 45o BEND 90° BEND HORIZ. VERT. HORIZ. VERT. l'-6" l'-0" 2'-J" /1-J" TEES & CROSSES HORIZ. VERT. l'-6" l'-0" BLIND FLANGE HORIZ. VERT. l'-6" l'-6" • 4. CONCRETE SHALL NOT EXTEND ONTO FLANGE OF ADJOINING PIPE. 4. IF UNSTABLE SOIL IS ENCOUNTERED, THE DISTRICT INSPECTOR MAY ELECT TO REQUIRE CASE J OR CASE 4 TRENCH CONDITIONS IN AREAS OF DEEP UNSTABLE SOILS. DISTRICT INSPECTOR TO DETERMINE DEPTH OF REMOVAL AND SIZE OF FOUNDATION ROCK. PIP[ BEDDING AM ENCASEMENT DETAILS 1 ~---------•-•·•-•--I 6" 2'-6" l'-0" 2'-6" J'-0" J'-6" I 1-611 4'-:6" 2'-J" 4'-0" 2'-0" 2'-0" 2'-0" 5. THRUST BLOCKS SHALL BE CONSTRUCTED ON CROSSES WITH LATERAL STUBOUTS AND ON PIP[ ENDS EXCEPT WHERE WELDED, FLANGED, OR RESTRAINED JOINTS AR[ SHOWN. 5. FOR INCLUSION OF DIRECT BURIAL CABLES IN DOMESTIC WATER TRANSMISSION MAIN TRENCHES, REFER TO TYPICAL PIPELINE SECTION ON DRAWING SHEET W22A. 6. CONCRETE PIPE ARCH MAY BE FORMED AS SHOWN OR WIDENED TO TRENCH WALLS WITHIN THE LIMITS DESCRIBED IN NOTE I. A. C. PAVEMENT /FOR FINISH· GRADE SEE ROAD IMPROVEMENT OWGS.J-~ 24" DIA. FOR JRT 26" DIA. FOR 4TT ' . • RECLAIMED WATER BROOKS 4TT H&C 4TT J&R 4-T-, . VALVE BOX FINISHED GROUND SURFACE fSEE ROAD CONST. DWGS. J CLASS 2 CONCRETE COLLAR fTYP.; VA!_ VE STEM EXTENSION PER @ ..-,--8" PVC SDR J5 SEWER PIP£ • / " FOR VALVE WELL MATERIAL BACKFILL AROUND VALVE WELL· DOMESTIC WATER BROOKS JRT H&C 10" J&R J-RT IRON COVE, WI TH WORD HWA T[R• CA T THEREON FOR DOMES !C WATER LINES OR "/RRIG. "Fa RECLAIMED WATER LINES. VALVE PER DETAIL I AND SECTION 02223 GA(£ VALVE SIZE DIMENSION A r WATER OR RECLAIMED WATER MAIN VALVE (GATE VALVE SHOWN) I CLASS J CONCRETE ANCHOR BLOCK-----.. #4 STEEL REINFORCING BARS COATED WITH MINN. MINING & MANUFACTURING EC-244, KOPPERS CO. B!TUMASTIC NO. 505 OR APPROVED EQUAL ONLY TO [XPOS[D PART OF REINFORCING BARS . . • ( • \ I ' A 6' OR SMALLER 12· 8 /3" /Oi' 14" I I • . • . . ' I I . I • .. ' I I ' . ' I ' I I ' • ' I I • •. • • ' . • ' TRENCH WIDTH PLUS 2x PIP£ DIA. VAL VE AND VAL VE BOX /NSTALLA TION GA TE VAL V£S & BUTT[lfFL Y VAL V[S No. DATE 4-19-90 ADDENDUM N0.2 REVISIONS APPROVED DESIGNED• • WJW 7-25-90 REVISION..', F+--=-'----,'-------------------+------t0RAWN• CAM 1---!-------,~-----------------+------tCHECKEO• C[G ENGINEERIN -SCIENCE DESIGN • RESEAR H • PLANNING 15 NORI/I rAm OAKS. P.O. BOX 710 PASADENA. CALIFORNIA 91/09 OFFICES IN PRINC PAL CITIES 8 12" 14" /6" e~ J'-0" !'-6" J'-0" /'-6" 4'-J" 2'-J" 5'-6" J'-0" • s-o· 2'-6" 4'-6' /'-6" 6. FIELD WELDED OR RESTRAINED PIPE JOINTS MAY BE 10· J'-9" 1•-9• J'-9" l'-9" S'..,;,.O" 2'-9" l'-0" J'-6" 5'-6" J'-J• 4'-6" 2'-6" 12· 4'-J" 2'-J" 4'-3" 2'-J" 5'-6" J'-6" 8'-J" 4'-0" 7'-0" 3'-6" s•-J• J'-0" CONSTRUCTED IN LIEU OF THRUST KS FOR 4-INCH TO 12-INCH PIPE PER ~, AND !B 7. FOR 16-!NCH TO 24-INC. IP£ FITTINGS OR NGLE POINTS, DO NOT CO. TRUCT THRUST BLOCKS CONSTRUCT FIEL WELDED OR RESTRAINED OINTS THRUST BLOCK D[TA /LS (2\ PER ~ ,AND @,8 rVALVE fTYP.J'-----------,-------------N-TS _________ '\:9 ___________ ~~::::_£ ______ """"'.'""_-, STREET l PIPE I fTYP. J__; OPERATOR (TYP. J-SEE NOT£ J TYPICAL BUTTERFLY VALV.: ~ ~ ~ iiN112J IVIE IAIICH WATER DISTIi£ OPERA TOR POSITION NOTES: I. VALVES SHALL Bf ISO PSI MIN. WORKING PRESSURE EXCEPT WHERE 200 PSI (MIN. WORKING PRESSURE) IS SHOWN ON THE DRAWINGS. 2. PROVIDE VAL VE STEM EXTENSION IF DEPTH TO VALVE NUT [XCEEDS 4 FEET. SEE DETAIL 4. J. BUTTERFLY VALVE OPERATORS SHALL BE LOCATED ON THE LEFT-HAND SIDE OF THE VALVE fAT THE TEE OR CROSSJ ANO LOOKING THROUGH THE VALVE TOWARD TH£ PIPE END. 4. WHERE CONCRETE CROSS GUTTERS WILL EXIST AT STREET INTERSECTIONS WHICH WILL INTERFERE WITH VALVE BOXES, THE PIPELINE SHALL BE MOVED TO A POSITION OF 7 FEET OFF THE CURB FACE TO CLEAR CROSS GUTTER. 5. VALVES TO BE LOCATED ADJACENT TO FITTINGS WHEREVER POSSIBLE USING FLG. x RT VALVES . 6. VALVES BOLTED TO FITTINGS WILL NOT REQUIRE ANCHOR BLOCKS. l'ROJfCT f/lGINEER 241 {f DATE PROJECT MANAGER f" J • ,:, fl 2 18 IRWO ASSISTANT DIRECTOR OF ENGINEERIIIG I t .,---CAP SCREW ...--A. W. W, A. 2" SQUARE OPERA TING NUT ~ I/B" WELD - _i_ ==::::=:;:=~--6f•DIA. tf"SPACER PLATE 12" BELOW TOP OF OPERA TING NUT ---1.!. • SOLID, ROLL OR SQUARE STOCK (PINNED COUPLERS ARE UNACCEPTABLE) I/B" WELD ---SOCKET FOR 2" SQUARE OPERA TING NUT 2" ~-lj/"DIA. ~-2 HOLES, !"DIA. ~-6f"OIA. SPACER PLATE PLAN NOTES: I. PROVIDE VALVE STEM EXTENSION WHEN DEPTH TO OPERATING NUT EXCEEDS 48" (FABRICATE EXTENSION TO FIELD MEASUREMENT -SEE NOTE 2. J 2. NO VAL VE STEM EXTENSION SHALL BE LESS THAN 2 FEET IN LENGTH. TERM/NA TE EXTENSION 24" TO 36" FROM FINISHED GRADE. J. PROVIDE ADDITIONAL SPACER PLAT£ WHEN DISTANCE TO BOfTUM SOCKET EXCEEDS 5 FEET. VAL VE STEM EXTENSION DR 19(15818) -A Sheet W --21 Of W~35 I RECORD D·RAWING : (SEE NOTE ON SHEET 1110. 1) IRVINE RANCH WATER DISTRICT PELICAN ,Hill ROAD DOMESTIC WATER & RECLAIMED WATER TRANSMISSION MAINS MISCELLANEOUS DE'tAILS II W21 OF W35 Ii ' . I . I I • ' ' i i I I 'I 'I' ' ! " i RTZ FILE NO. PELICAN\DWTM2 I. DGN MICROFILMED i>/1_ "'1 I lrtll"J.,lJ i -- ~ S7A, o ,.a::, I .,t)W ST.4, /'25f41,O \lz.4"IJN )) -, ~.., __,...- 'I URIED 12." BFV B W, s 0 1/EXTENOEO rEM ANO NUT Pl!!l(ATOR ( TYP.) ' ,, ll ,, 0) I t ! ~ < ,- ~· ~ ' /'_ r- ' -.·\ -,... ' --,/ t-- . 0 -f-4-2.67 ------=--' ' tr. .,.",... -..,.. , -l_-1'1;;, ® i ~ ),:: ,, h ao "-' VI' ,, . \) I-- ~ ~ ' ~lr /011/!3ACk!"'LON PffEVENTER - (rYP.) . K) -I r- - -I v, - PM ,y_Rht • ,<-, ~ r- ' -v, - & 5 TA. I f'l(;,$3 j )/ =~IV S"TJ'?./25 I 24!: /.e/,V --\ ( ' E~~--$ ~ ---w 'NE. e::EH~, ,. ~ .. K) \0 )CJ x:::i ~ ..... ~ • ,. . • ~ -~~-')~ -' I----~-~ r "---1~ • -·-' ' ' I I I'-. .. ~ ~ ~ 71-6" (/.ITS) ?;:: ll'.'. ---.... '~ ~ \9 ~ ,I ll} ~ Plf'ESSUR.E GAGE' 12" PRV CONC. VALVE SUPF'ORi SELOrl ,#4@ 6 HOR/Z, (HOR/Z. BARS@'-£ fo/Ai..L) # 4 @ 12. VERT. 12" VICTA ifLIC CPLG. ~-I ~ • - , ,_ 1,/ -- ' i.-, \"J l)' 12"x10' STA, 0!-f 52. V 801'i, '1. T< . . N OTES: I, 01 M£NSIONS SHONN ARS FOR TEEL PIPE. FOR O!P, CONT1'ACTO~ s SHALL SU!3MIT CHANGE!? FOR ' ~ENCY '.5 REVIEW, ,-::::::--,.;',.-v---... ~ ( ) M ot4t0/o NOTE D/M~NSID/.IS 31--/0MN ARE FOR Sil:EL .PIPE. FDR DIF} COi/TRACTOR SHALL SUBMIT; CHANGES PO~ AG'ENCV'S REV/cN " 8' -o •I \ • -B''P!PE Vt=NT -.z, ;=-o~ ?1<0F1Le, s£ ~ A.81 ~· ~ PRESSURE REDUCING TEMPORARY OJA/ SERVICE TO RW 9YST£M PL.AN I 3/,e';. 11-011 w14, a4- To !3£ USEO UNrlL f?t;C/..AIMEO WATER IG AVAILASLI= TO RW 5Y5rEM, ~ £L. GOS,7S ~- ORY PACK OR ' f ' ' STEEL 5HIM5 t • EL. G0.3,50 ' \, /.::.. JJELETED PER l!!.!J,. AS BL/ I(. T (J) ® ® ® @) @) ' ® MATERIAL NOT/£51: /'2 11XI011 R£OIJC/NG Ei..Sr;»I. • I GROOVEO-FLANGEO ELSON. GROOVEO TYPE MECH. iCOLJPLING FLANGEO ELBON. l RE5ILIENT WEOGE OR GAT£ VA VE, NRS, FLANG£0, RIEOUC£0 PR£55URE 13.#CKFLO/!'I 'REVENTl!.R REINf'ORCEO CONCl(ETt 6UPPO~ PIPE VENTS ' ' ALIIAY5R'A A-2153 , ' Ole' Ec;JUAL rTJf') ----i, ',, I I ,j ' / I I . \ ) ' I -----+--LIMIT Sf,,,f/TC/-1 SEE SPECS .SECTION 15/00 r-t---+--PR'l=SSll.f'l= GAG£ 0,(/ WI/ST~t:AM 2 WZ5, W2.1 cf~~) a.. TH/CkNESS -PIPE SIZE (M!&IM M) b. INIOTH -PIPE 6/ZE -i.18 11 I " , \. £ EL266,5 ± (6TA.25+32) SECTION OETAIL 1/Z11ALUMINUM (fdOfol-TG) GR. EL. G0.3,50 £L.G04,OO F'f-=i-======::=='F9 /211PRV rH:-+---PR£SSURe 04GE l2"RW ii /£L ,GOI, 00 -EL.G00,00 I C, BURY-MINIMUM /2 11 ('f:'R A5 01 EC TEO BY INSPECTOR FOR UN!f#TABL.E G 'OUNO) d, REBARS-#4 BAR~ @ 0 110,C EACH NAY (2 BARS MIN, VER"t!CAi.) / ' i:L,404-,6 ±'(Gi,4,,48+69) 1£..,264. 6:!:r'ST,-,P. ZS-+32.) EL. 402-6 :f·cSTA, 48+69,,) • ECCEI-.IT,€'/c OR 8""4" '-~ C0NC, VALVE -SUPPORT CO/.ICEN7,e/C REDUCcRS BEE .£ECT 13 A~E ACCEPTA/3Lt: SECTION@ .://8 I(:_ 1'-0 # 1/. "P~EMOLJ::iiiD Jal.NT PILI.El'. ORY /='AC!< OR PROV/OE STEEi.. SHIMS.-- 1!d' MIN. X 2'-w" I '-011M/N. 1--6 11 THICK GRAVEL. '---CONCRETE 51./PPORr. ' i ' ' S-£CTION No. DATE -REVISIONS B 4-J'3' 90 f3ULLETIN NO, I APPROVED 0$/GNEO: t-......,~--+------------'-------~f----!l-----1 CHfCKEO: I /ffTS TO /ffECEIVE I C ·sc!ffE.NS, DETAIL .3 EN~INEERINl•SCIENCE DE$!GN • RESEARCCH • PLANNING 75 NORTH FAIR qAKS AVE,• P.O BOX 71 • PASADENA, CAUFOltNIA 87109 CT IIIANAIICR' OFFICES IN PRI /PAL ClnES ALL VE!f(T. #4@12EF. • I' o" - ,5- , . . ~ • • I I I ... I ' ' ~. I "; t, I I /I . . I • I I a' o" - ,3-'1'4 r..3" 130rt: ' ' I II 2-0 LAP (TYP.) -. .,, ' . , 1/ I~, / V / I~ ·. 4 Pt~E . " ' I/ "' /1 '" I -"'4 DIAG, X 4'.o" I LONG (BOTT) I _ BEND AS ~EQD I I J • L. ·-- ________ ..J --· :•4-CONT-AROUND COl?N£RS -~ • . I. -z:o" .I TYP --. -. . . • • TOP PLAN 3/8"-1 '-0'1 ~4.~_!J-8()TT ~-HOOK TOP BA~ JUL ltRQUND • ~IZ DOWE.LS SECTION NOTE: . - • !,,- ' • V • ' • • • Cl') I::: ~ IS) ~ 'If • ' ., I.ti _, '!0 ~ NOrJF: M/AIIMflM ro,P ':!Jt.A/1 R Ji IN I" Oll<:,lr M ,r NT , ,It 4-fr Ill 80 T TOM ii'AC-1./ WAY. -· PRECA5T CONC/tETE VA/.11...TS CONFOltMIN<;; TO flf£~Ullt£M~N'T"S IN 5PEC!r/CATION5 MAY SE USEO IN LIEU 0/" ,-OtJ!fl.O IN PLACE:, VAUI...TS. I -- IDR, 19(15818)-A ,Sheet W-21A Of W-35 ' ' ' W-'i'Ji 5'_.S- 120$34 • I r "' ' '1 - ! . No. DAT[ SP/RALLY WOUND REINFORCING WIRE 7 CEMENT MORTAR POURED IN FIELD CEMENT MORTAR LINING ----~~ NOT[: AS REQUIRED ::~· :. ,?•' .,,. . CEMENT MORTAR COATING --CEMENT MORTAR PLACED IN FIELD -CLEARANCE BETWEEN BELL AND SPIGOT ON DIAMETER . 062" MIN. , . I 25" MAX. WELD STEEL PIPE IN ACCORDANCE WITH Gl:.Nl:.RAL NOTES FOR DISTANCE ON EACH SID[ OF FITTTNGS OR ANGLE POINT PER@ PIPE INSIDE DIAMETER LAPW£LD ST££L WA T£R PIP£ 1 ASSEMBLED JOINT SECTION N. T.S. REVISIONS • -4-19-90 BULL!:TIN NO, I ----l-------c-----------------1--------1DRAWN1 CAM. 1--+----+------------------t-~ -~--CHE~KED• CEG FILE NO. PELICAN\DWTM2 I B. DGN ---THERM/TE WELD WITH DIELECTRIC COA!!NG PE, @ , (TYPICAL! 5[£ NOT£ NOTE: ALL GASKFTFfJ .JOINTS IN PIPE FITTINGS, VALVES AND COUPLINGS SHALL 8[ DONDED. ' VAL VE JOINT BONDING ASSEMBLED JOINT SECTION N. T. 5. THERMITE WELD CAP, TYP.7 THERMITE WELD WIRE CONNECTION, TYP. ------. ' cO I ' ~112 AWG .JOINT BONDING WIRC SE[ SPEC'S. FOR NUMBER OF WIRES PER JOINT. NOT[: ALL DIP .JOINTS SHALL BE BONDED EXCEPT WHERE !NSULA TING JOINTS OR FLANGED JOINTS AR[ SPECIFIED. ENGINEERIN -SCIENCE DESIGN• RESEAR H • PLANNING 75 NORTH FAIR OAK:5, P.O. BOX TIO PASADENA. CMIFORNIA 31109 0FFICES IN PRINC PAL CITIES D. I. P,, JOINT BONDING __ _...,_'-I ASSEMBLED JOINT SECTION N. T. 5. oc, DATE Pf/1/JECT ENG/NffR / .2· :,--rf'7 RCE 24114 RC£ 21W)S I/ifllJ ASSISrAllf DIRECTOR ,, ~:::::::::::~!:c::::::::::jO~fliNG~MfRlNfi ; -~- f I SPIGOT END BELL END __ f I TOP VIEW SPIRALLY WOUND REINFORCING WIRE--~ CEMENT MORTAR COATING-., PIPE INSIDE DIAMETER CENTRIFUGAL CONCRETE LINING-- CEMENT MORTAR PLACED IN Fl[LD --~ FJELD TOP SECTION A-A JUMPER ROD SEE DETAIL AT RIGHT ---:,, WELD TO BELL WELD ro- SPlGOT J. 4 + j" 8 - • -1<\J -- • -1.,. -- ---• -1.,. -- JUMPER ROD DETAIL CEMENT MORTAR POURED IN FJELD CLEARANCE BFTWFEN B[LL AND SPIGOT ON DIAM[TER . 020' MIN. , . 064" MAX. '------RUBBER GASKFT NOT[: STEEL PIPE JOINT BO!✓DING ALL STEEL WATER PIP[ JOiNTS SHALL 8£ BONDED EXCEPT WH[f?E JOINTS ARE FIELD WELDED, OR WH[RE INSULATING JOINTS OR FLANGED JOINTS AR[ SPECIFIED. ASSEMBLED JO/NT SECTION N. T.S. ------------ --- -- DR.19(15818)-A Sheet W-21B Of W-35 RECORD DRAWING 1 (SEE MOrE ON SHEIIT NO. 1) • IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD DOMESTIC WATER & RECLAIMED WATER TRANSMISSION MAINS MISCElLANEOUS ------OE T A-Jl-S-IV ' MICROFILM ~. t· .~t9 -II W21 OF W3 / 7 YELLOW 118 UPSTREAM TEST BOARD--.i•I ~:-1---BLACK #/2 REF. ELECTRODE \'---~--"----GREEN 118 DOWNSTREAM -COVER MARKED "CP TEST" -CLASS 2 CONCRETE SLAB LOCATION PER ~ r-----1-FINISH[D GRADE 1-4-----MEDIAN CURB PER ROAD ----------,✓,=,-;:--;, v''""· ",-:,:;,r::-c--rc~-3''----------c-::m~,;;,-r-;:-;;-+--t----CONSTRUCTION PLANS FLUSH MOUNTED TEST BOX 1111 TERMINAL BLOCK, 1111 SEE WIRING DIAGRAM 1111 THIS DETAIL {YELLOW #8---======iii ul 11µ UPSTREAM YELLOW 118 _ '" ~SLACK LOOPS (TYP. J DOWNSTREAM [GREEN tt8 THERM/TE WELD WIR[ CONNECTION (T'IPJ FOR lcREEN tt8 DIP OR SP PER DETAIL ffi_ BLACK tt I 2 ------f---1'-----'!>' 12" MAX CLEAR, EDGE OF ELECTRODE-, TO EDGE OF PIPELINE 2 FT. ~--DOMESTIC WATER TRANSMISSION MAIN DISTANCE a = 80 FT. + WHERE DUCTILE IRON OR STEEL CYLINDFR WEIGHT -ii 35 LBS/FT. DISTANCE a = 200 FT. t. WHERE DUCTILE IRON OR STEEL CYLINDER WEIGHT > 35 LBS/FT. RECORD ACTUAL DISTANCE "a"ON AS-BUILT DRAWINGS CATHODIC T[ST STA T!ON FOR NON-INSULA T[D PIP£ JOINTS N. T. S. NOTES: I. 2. FEMALE BANANA PLUGS SHAU BE UStU ON ALL TERMINAL TEST BOARDS WHERE AC OR DC VOLTAG[S AR[ AN tLtCIROCUTION HAZARDS (e.g. FAULT CURRENTS~OR INDUCFD AC FROM PARALLELING AC TRANSMISSION LINES. J MAL£ TERMINALS SHALL B[ USED ON ALL TERMINAL TEST BOARDS WHERE THEHE IS NO ELECTROCUTION HAZARD. 3. TEST STATION LOCATIONS SHOWN ON PIPE PLANS. FOR TYPICAL LAYOUT SEE DETAIL 4. DIP THERMITE WELD CONNECTION PER COLLECTOR SEWER DRAWINGS I TYP. i ~-----_....,___ __ __L_ IO" DIP SS r--sP OR DIP TliERMITE WELD I CONNECTIO: PER ffi : 20" ZONED RW 12" OR 24" DW I I I , -r t) • ,_, 5' ( TYP '.:vl.. LOCATIONS PER PLAN & PROFILE DRAWINGS I APPROX. I 500' INTERVALS) CTS FOR 55 WHERE SHOWN ON COLLECTOR SEWER DRAWINGS iTYP. i ZONE O RW C. T.S .@ WHERE SHOWN ON ZONED RW PIAN AND PROFILE. DRAWINGS I TYP. ! 1 .....________ow C.T.s.@wHERE SHOWN ON DW PLAN AND PROFILE DRAWINGS I TYP. ) NOTE• THE DW TRANSMISSION MAIN SHALL BE OF THE SAME PIPF MATERIALS AS THE ZONE V RW TRANSMISSION MAIN _CA_Ti_f/i_OD_I_C_T[ST STA [ION LOCATION ~~T~~@ No. DATE REVlSIONS TEST BOARD---i l'-6" !-·· ------~--COV[R MARKED "CP T[ST" I ' -CLASS 2 CONCRET[ SLAB LOCATION PER~ 1,_6,, SQ. /,..I ~---FINISH[D GRADE ----=~=d--:i .. :-=---:-----r,.__-_-...ci+----:-~~'sw-¥--;::;;--t-'""t---_-_-MEDI AN CURB f'£R ROAD ✓,1/-✓-.,.,__,,,/'. op~,,.. .':,,.""-0 "*6" CONSTRUCTION PLANS FLUSH MOUNTED 1111 1111 1111 1111 TEST BOX ____ ______.. DOWNSTREAM .JLGRE[N #B GREEN tt2 ------r+-----'"1 )YELLOW ttp UPSTREAM "1,__!ELLOW _#8 ---- T[RMINAL BLOCK, SEE WIRING DIAGRAM THIS D[TAIL _,,--SLACK LOOPS fTYP. J -THERM/TE WELD WIRE CONNECTION (TYP. ! FOR DIP OR SP P[R DETAIL 8 "------DOMESTIC WATER ffiANSMISSION MA IN DISTANCE o = 80 FT. ! WH£R[ DUCTILE IRON OR ST[FI r.YI INDER WEIGHT < 35 LBS/FT. DISTANCE a= 200 FT. !:. WHERE DUCTILE IRON OR STEEL CYI.INOFR WEIGHT > 35 LBS/FT. RECORD ACTUAL DISTANCE "a" ON AS-BUILT DRAWINGS AT GRAD[ BOND STATION 2 FOR INSULATING FLANGE N. T. S. NOTES: I. FFMALt BANANA PLUGS SHALL BE USED ON ALL TERMINAL TEST BOARDS WHERE AC OR DC VOI.TAGES ARE AN ELECTROCUTION HAZARDS (e.g. FAULT CURR[NTS OR INDUC[D~C FROM PARALLELING AC TRANSMISSIONrtNES. J 2. MAL[ TERMINALS SHALL BF USFf) ON ALL TERMINAi TEST BOARDS WH[Rt THERE IS NO ELECTROCUTION HAZARD. 3. TEST STATION LOCATIONS SHOWN ON PIPE PLANS. FOR CONTINUATION ID lNSULA {ING JOINT BOND STATION, SEE DETAIi ?. FOR CONTlNUA!ION TO CATl-/0D/C TEST STA. • SEE DETAIL 1. ! TYP. J WELD CAP ----~ THERMIT[ WELD (TYP.) ~-PATCH AROUND CONNECTION WITH QUICK SETTING MORTAR FOR STEEL PIP[ ONLY INSULATING JOINT WHERE SHOWN ON PLAN AND PROF/LI: -PER SPECS. 5 CT/ON 16640 C[M. M, R,~TA:_:R.:..,___--- COA Tl ::::--:--... /STEEL IPE ONLY! • ' <> ' ' .,. . ' .... I I I 6"MIN. I 6"MIN. I I I I I I I 'ciS::=::ss:::==IS:====;s::====0\-_:-S:C\.=-:ss+ _i::::µ====p;s::, =c.:.SL::::s:s::"3/ L I NOTES: STA. (PER PIPE PLAN! CONNECT TEST LEADS AS SHOWN IN ACCORDANCE WITH Tl/[ FOLLOWING PROCEDURE: A. REMOVE ANY EXISTING COATING IN A SQUARED AREA AT EACH CONNECTION POINT AS REQU/fl[D. B. EXOTHERMICALLY WELD THE BARE END OF THE NO. 2 TYPE TW TEST LEAD WI,9£ IN EACH AREA. THERMITE WELDS SHALL BE A MINIMUM OF 12 INC//[S APART. ' C. CUT AND REMOVE ANY UNW[LD[D WIRE [ND IN EACH AREA. D. FOR CML & C SP, PATCH AROUND CONNECTION WIIH QUICK SETTING MORTAR. [. FOR CML & C SP, S[T BOX AROUND WELD, AND F!U FACH AREA W/JH OU/CK SETTING MORTAR. FOR DIP, REPAIR DAMAGED COATING AND POLYETHYLENE ENCASEMFNT PER SPECS SECT. 15069. SP OR DIP THERM/TE W[LD CONNECTION FOR CATHODIC TEST STATION OR PIP[ INTERCONNECTION N. T.S. APPROVED ENGINEERl~G-SCIENCE DE~IGN • RESEARCH• PLANNING /JESIGNW• WJW ~ 1-----+------+---------------------+---------DRAWN• GAM t-----+-----+--------~ -------------+-------! CHECKED• CEC FILE NO. PELJCAN\DWTM22. DGN 75 NORTH FAIH OAKS. P.O, BOX [107 PASAOeNA. CALIFORNIA 91109 OFFICES IN PRfNCIPAL CITIES ' ~-21 IRYINE RANCH ATER DISTRIC N[MA 4X ENCLOSURE 1/4' THK. PHENOLIC BACKBOARD n5 AWG fTYP. ! BRASS TERMINAL (TYP. J l/4" THK. COPPER BAR I I I --I I I 11--------+---+-FUTURE SHUNT TO RESISTOR: 0. 56 ohm, 400 WT, - 7 FIXED CONTINUOULSY WE!f)Ff) TAPS ON C[RAMIC IN.SULA TOR, WITH BOLT ON WIRING --11 "B£RAT£DINTH£ W. FIELD IN FUTURE W CONTRACT. TERMINALS AND BRASS tt6 AWG (TYP. ) I I I I HARDWARE. (TYP. ) \ ' \ ___ _J 50 AMP, 50 MV SHUNT (T'IP. J 2"GALVANIZED STEt.L-------1 CONDUIT ""t--~ FUTURE tt2 A WG NOT[: I n5 A WG----si::=t::t I I I TO FUTURE RECTIFIER L N£GA TIV[ AFTER -----1 FUTURE INSTALLATION OF CATHODIC PROTECTION •• TH[RMIT[ W[LD WIRE CONNECTION FOR DIP OR SP PER DETAILS BONO STA T!ON LOCATIONS SHOWN ON PIPE PLANS. • - ABOVE GRAD[ BOND STA T!ON N. T. 5. DR,19(15818)-A 'Sheet W-22 Of W-35 W-i,~q5_ 5 -1 RECORD DRAWING I (SEE NOl"E ON SHE~!_ NO._!_)_ IRVINE RANCH WATER .DISTRICT CATHODIC PELICAN HILL ROAD PROTECTION & DOMESTIC WATER & RECLAIMED JOINT BONDING WAT,ER TRANSMISSION-MAINS --&ETAIL-S {TYP. J , I, l I SHEET W22 OF W35 I ; f d IA SOUTH LOWER LOOP ROAD RECLAIMED WATER PRV NO. I RECLAIMED WATER PRY NO. 2 RECLAIMED WATER PRV NO. 3 INTERSECTION CA3L~ TERMINA~ BOX CABI~ET STATIO~ 25+32 G~ ELECTRIC POWER AND CABL~ TE~MINAL BOX CABINET LOS TRA~COS CA~YQN __ TURNOUT I STATION 48+69 06) EL~CTRIC POWER AND CABLE TERMINAL BOX CABINET STATION . 51 + 71 V 5) ELECTRIC POWER AND CABLE TERMI~AL BOX CABINET --- ----~ fl OTES, I. I DO AMP, 120/ 240 VOLT PHASE, 3 wrn:: UNOERG=wu11D SERVICE PEDESTAL; '.:0\1BINA TJCII ~IETER SO'.:KET WITH TES' BLOCK BY "ASS AND 50 AM 0 , 2 POLE 0, 000 .4M 0 AIC MA]l CIRCJr BREAKER IN A ICMA 3R ENCLOSURE. MYERS MEUGO-MIOOC/SS 2. 2 1/2" CC~DUI-:-FDR SDIITHF:RN CALIFORNIA EDISON 120/ 240 VO_ T, I PHASE, 3 WIRE SERVICE CABLES. 3. CABLE TER~[NAL BOX CABINET. 24" WIDE X 18" IJEU' X 36" HIGH FREE STANDING NEMA 3R ENCLOSURE WITH LOCKABLE DOOR HANDLC:, ENCLOSED BOTTOM, MOUNTING PANEL ANn EQUIPMENT INDICATED 4. ELECTRIC POWER AfJD CABLE TERMINAL lsox CA8HCT. 24" WIDE X 30" DEEP X 60" HIGH 0 R'::E STANDING NEMA JR ENCLCSURE WITH SI~GLE DOOR IC~ 0 RO~T AND. R=:AR ! , JUAL ACCESS WITH ENCLOSED BOTTOM: MOUNTING PAN[LS BETWEEN FRONT AND REAR SECTIONS AND '::CJIPIIE~T INDICATED. THE DOORS SHALL INCLUDE IOCKA3LE DO::JR HANDLES. 5. TC:RMINAL BLOCKS AS REOU=RED. SEE CC~NECTION SCHEMA TIC !'OR REOUIRE~IEN-S. 5. SHOWN WHH DOORS RElvlOVEO. 7. GROUND ROD. 8. TELEMETRY EQUIPMENT. 9. I 0. I I. 1#8 BARE COPPER GROUNDING ELECTRODE CONDUCTOR. 2" CONDUIT AND '.l:RECT 3URJA_ TELEMETf1v CAB_E. TO A POINT WHERE 7HE CABLE IS 3ELOW -HE WATER IN THE TYPIC~.L PIPELINE SECT=C~ ON SHEET W22D. RADIUS E_EOWS. MOISTURE SEAL ENDS OF CONDUIT. R.U~ CONDUIT PIPE AS SHOWN USE LONG 2 .. DIRECT BURIED T~L~M~ I HV CABLE. 'ILN ALONG src=: OF PIPELINE AS SHOWN I~ TVPJ'.:1\L PIPELI~E SECT=ON ON SHEET W22D. ~- I 3. DIRECT BUR=EJ F=B=:R OPTIC CA3LE. RUN ALONG SIDE OF PIPELINE AS SHOWN ON TYP !CAL PIPELINE SECTION ON _SHlET W22D. 14. GROUND THE SHIELD OF EACH DIRECT BURIAL CABLE AT T~E SIGNAL SOURCE END ONLY INOT AT THE SIG~AL T~RMINATIIJN END). MAINTAIN SHIELC CONT1NJJ-y THROUGH TERMINAL SPLICES 15. LEAVE 200 FEET OF EACH DIRECT BURIAL CABLE, ON END OF RUN, COIL[D IN A 3 FOOT SOLARE BELOW GRADE WOODE~ 30X, TOP OF BOX SHA~L B'=: REMOVABLE AND FLUSH WITH GRADE. BOX WILL BE REMOVED AND CABLl WJI L BE JIKOILED AND EXTENDED !BURIED) BY OTHERS. SEE ShEET W22B AND W22E FOR LOCATIONS OF ENDS OF CAB~E RU~S AND WOODEN BOXES. \DGN\PELICAN\PHRTSI.DGN 17. I 8. I 9. 20. 21. 22. 23. 24. & 25. 26. 2 7. oc ' oc -T oc f----- ,.2 00 -1~ ~ [o_c ' oc &. ' 0 S!. -.2. I I 0 L __ " .2. ' I I 18 ------. QC--jl1 ◄I (8) oo I 00 I Z2-4°S ZONE 2-4 I I TT ·~ 00- 1-oo 00 00 ~ 00: 00 ~ 00 00 00 ~ 00: ,oo 00 ,oo 00 ,oo DO DO ·o·o 00 00 i 00 ,oo I oo ~-- FIBER OPTIC CABLE AND \f TE -METRY CABLE CONNECTION SCHE~ATIC i TELEMETRY TRA.NSMITTER. PROVIDED BY OTHERS, ~OT :NCLUDED AS ::,ART or THIS CONTRACT. TERMINAL a_o:Ks TYPICAL. TERMil1AL BLOCK ASSEMBLIES S1A_L CONSIST OF, BU~ NOT LIMITED TO, PHOENIX WSK-4 TERMINA.LS, TS-K SEPARATION PLATES, NS 35/7. 5 MDLNTI~G RAIL, D-U~ 4/ 10 END COVER, E/UK END CLAMPS ANJ ST~:P MA1KERS. CONCRETE ~AJ ~OUhDATION WITH WELDED WIRE FABRIC IWWF6 x 6 \N . 4 x WI. 4) REINFORCnG. =>AD HALL EXTEND BEYOND CABINET 3'' IN ALL DIRECTIONS. I MOUNT IJETAL BASE, PROVIDED WITH SERVICE PEDES-AL, IN CONCqETE PAD AND ATTACH ENCLOSURE TO T~t METAL BASE PER _SERVICE PEDESTAL ~ANUFACTURER'S REC□tMENDATIONS. I 00 AMP, 120/ 240 VOLT, I PHASE, 3 WI~E LOAD CENTEq =>ANELBOARD. PROVIDE REOJIRED CIRCUTING TO CC)l~ECT CO~PONE 11TS TO 120 VOLT POWER SUPPLY, TERMnAL 3LOCKS, I~STRJMENTATION AND TE_EMETRY POWER SUPPLIES, ETC. LIMIT SWITCH TO CONTROL VAULT LIGHT. LOCATE SO THAT ENTRANCE HATCH COVER WILL SHUT OFF LIGHT W~~N CLOSED. WALL MOUNTED LIGHTII\::; FIXTURE COMPLETE ' ITH GLOBE, GUARD, 150 WA TT INCANDESCENT LAMP. CRO JSE-HINDS VX1BF25GP. MOUNT 6" BELOW ROOF. 2' CD~)LIT, 3#2/0 CONDUCTORS, 111 2 GROJND CONDUCTOR, 36" \[NIMUM BELOW ROUGH GRADE. RUN CDND JIT lN PAR\WAY BETWEEN PULL BOX !ON SOUTH SIDE OF PELI[AN HILL ROAD OPPOSITE SERVICE P~C'::STAL ON NORTH SIDE l □F ROAD) AND POWER AND CABLE TERMINAL BOX AT PRV NO. I. PRPVIDE A MINIMJ~ OF 5 PULL BOXES IN CONDUIT RUN. ?ULL B(DXES Se1ALL BE APPROXIMATELY EQUALLY SPACED WITH A MAXi~UM DISTANCE OF 250 FEET BETWEEN PULL BOXES AND A MAx:w~M DISTANSE OF 100 FEET BETWEEN PULL BOX AND PRV NO. I. S~E NOTE 27. I 1;4 " CONDUIT, 3114 CO~JUCTORS, 1115 GROUN!D CONDUCTOR, 36" MINIMUlj BELOW ROUGH GRADE. CONDUIT ©NL Y BETWEEN PULL Box· PB 2-48 AND STL3 ou-,-AT STATION 51 +~5. CONDUIT WIL~ BE PROVIDED BY OTHERS, ~OT I11CLUDED AS R'~ART OF THIS CONTRACT, B~TWEEh PANEL IN ZC~E 2-4 PUM STATION AND STUB OUT OF PJLa80X PB 2-4B AT STATION I +65. RUN CONDUIT IN ?ARKWAY BET'NE~N STATION 51 +85 AND PRV ~O. 2. PROVIDE ONE PULL BOX IN APPROXIMATE CENTER OF 28NDUIT RUN. SEE"NOTES 27 AND 31. I NO SCALE /4\ 28. 30. 3 ' . 32. IA 33. INTRUSIO~ AL~.RM PANEL. SEE NOTE 5 SHEET '1122C. EXTENSION OF CABLE 3Y OTHERS. NOT INCLUDED AS PART OF THIS CONTRACT. l#B BARE COPPER GROUND WIRE, TO GROUNDING TERMINA_ BLOCKS ANO ENCLOSURE. LEAVE 100 FEET OF EXTRA CONDUCTOR ON END OF EACH CONDUCTOR COILED IN PULL BCX =>5 2-4B. 4'-0" X 4'-0" X 4'-0' DEEP PRECAST CONCRE,~ PULL BOX WITH GALVA~IZED STC:E_ TRAFFIC COVER, FLUSH WITH FnISHEO ~RADE. LDC.ATE BEHIND SIDEWALK IN VICINITY 0~ SCJTHERN CALIF. EDISON HANDHOLE. IA 34. I" CONDUIT, 3"6 CONDUCTORS, I 11 6 GROUND RUN CONDUIT IN P~RKW~v BETWEEN ELECTRIC SERVICE PEDESTAL AND POWER AND CABLE TERMINAL BOX AT PRV ND. 3. IA IA IA ,, 35. 35. 37. 38. SAME AS NOTE 34 EXCEPT TO PRV NO. 4. STATION=NG OF ASSOCIATED PIPELINE. COIL UP :2 INCHES OF 4# 4 IN ~-BOX F8R FIITURE USE. PR □V=DE SPLICE BOX FOR FIBER OPTIC CABLES B~TWEEN RECLAI~ED WATER PRV NO. 2 AND ZONE 2-4 PUMP STATION. VERIFY LOCAT'.ON. VERIFY LOCATIONS OF PULL BOXES AT J03 SIITE WITH DISTRICT, PULL BOXES SHALL BE Fe.LSI-WITH GRADE, I~ 3;g" X 24" X • 8" Di:EP MINIMUM, PRECAST CONCREH. WIT~ GALVMHZEID STEEL TRAFFIC . ' COVERS. CONDUITS SHALL STUB JP INTO BOT 0~ OF BOXES 2" ABOVE 30TTDM. l =HI, ... I 1.:-~ ~ 0 -o I :D -....,, o ~ I 0 -2. ~ 0 1--- 0 0 -DL ~ oc--, ~-: Q<,I~ =~ 00 , oo~ 0 -0 0 -0 ~ ()0 I i @ - SOUTH UPPER L60P ROAD PELICAN HI_L ROAD ' INTERSECTION ___ _::___::,_ ----SEWAGE LIFT STATION CABLE T~RMINAI BOX CABINET TELEME-RY PA 11 EL @ \ RECLAIMED WATER PRV NO. 4 STATION O+ 75 Q5) ELECTRIC. POWER AND CABLE TERMINAL BOX CABINET I 8 r-sc::---'-- - 14 i -- I ~ ---TT I I 1----- ( I t=7-® I p----@ I I I I I I I I I ~ ~ ' ) '--@ 15 --7 16 I I --J \ 17Fu- o □: I .2..2. oc I .9..2. ~ 00, .2..2. TI" oo .2.£ 00 ~ I QQ ·~ %% ~ 00 00 -9 .. 0.. 00 QQ 00 ~-- NORTH UPPER LOOP ROAD =NTERSECTION 1ct, _,,-----1 I 2 Z4-5PS ZONE 4-6 PUMP STATION CAB~E TERMINAL BOX CABINET Z4-6PS ZOfJE 4-6 :,L\1P STAT10~ : TE;iMINA_ BLOCKS @ L __ ~ ----- ,...+--{18 DR.19(15818)-A Sheet W. -22A Of W,35 RECORD DRAWING (SEE NOTE ON SHEET NO. 1) ~~d--1@ ~ "'\ I :O -.,_l 'o I 0 ' .o ~ I ,0 ' ~~ ,o ~ 0 ' ,o ~ 0 1---&. ~ 0 f--.. ()_ ~ 0 f--.. oc ' oc~ O<.. ......_ I 0 Q<,) I -' MICROFILMt:.U lfC/Stlf)-11 " I I ©--P.-1/P_'E_/.._/_N_E:_S_T,_;.:\_T, __ /O_N_(_'T_'(_P_/_CA_L_O_N_TH_I_.S_S_I-I_E_E_T__,) RE.F-ER W CIVIi.. DRAWl!v(!JS POR C.l=Ni=.~ 1../NE Ot= !'OAC, 5TA'TIONS - ~-.-1---/NDIC.ATES 70 RE~!:~ iO NOiE. 1115 11 1 eTC., ON ORAW!Nt:, (TY'PICA/..) PELICAN HILL ROAD .Mf!DIAN CURS FACE Z0 11 DOMESi/C NAiER LINE 6 rilf[.!) 5 -~L-\\\ ---~----------~~-- -=--.1.-IO Z2PS ZONE 2 -!=IUMP STAi!ON !JY OiHl!fl(!f:i: . NOT INCi..UQEO IN TH/5 CONTRACT CURB PACE _ __,.,~--..,.....,,=---=--:=--(~Tc A1H. CONC. J4/Ai..K 2" P//C Ct'NPO/T b. rtJR TEL.cf"IIONE~ CONTINUES TO SOUiH /..ONER LOOP ROAD INTERSECT/ON. SE£ PLAN D1=7:4IL 2 ON TH/5 SHEET. .. CB ZONE 2 PUMP STATION NOT -TO SCAl.l!S- 6££ SHEET W.3 /='OR CIVIL PLAN. ill PIPE.LINS STATION (TYPICAL ON THIS SHEET) CONilAJU/!5 iO ~E.CI.AIME.D WAT'E1' /11'11.V NO.!, SEE f>I.AN OEtAII.., ON 5Ht!ET W22e t-i!><l-+------~ C 7NliE~ TO ZONE 2-4 PELICAN-HILL ROAD I !=IJMf'I STAilON. 51!£ i"LAN O~TAIL 5 ON THIS SHE.Er. CONTINUE5 ro PELICAN HILL R0,40 SE/A/AGE LIFT 5TATION -SEE PLAN OE.TAIL 7 ON THIS SHE.ET, ---,-20 11 OOME.STIC. WA7"ER /../NE. I 2 3 2411 OOMESTIC -J.1/ATE.R LINE 2- CONC. NALK ----...._ CONTINUES TO ZONE 4-G PIJMP STATION. SEE PLAN OE.rAJL i; ON THIS SHEET. ill 2 CONTINUES TO ZOtfe 2. PUMP Sr,;ti/ON. 5~E PLAN OEiAIL I ON, Tl-l/5 SH/EET. • SOUTH LOlVER L OP ROAD INTERSECTION NOT TO Sf:ALE 51=£ 5HEET IN4 t='OR /VIL PLAN P~L/C N HILL ROAD CONTINUES TO 51(:>UTH UPP, I( LOOP ROAO /Ni!QR5ECTION. SEE PLAN oEr.414 G MEO/AN CU/lrB /='ACE ON THIS SHEET. 2411 DOMESTIC NATER LINE; 11 'I ' Q) 125 • ) ________ ___,,_ P~LICA HILL ROAD 7 Sf.WAG Llf=T STATION CIVIL PI...A 120!534 3/4-11 t;;ONt:>1..1/T ONt..Y, 3c,1' MINIMUM e.e1..ow /i(OU"IH GRAl>e. Sil/S otJr ANO CAI'-AT STATION SI roo /1-011 WES, 0~ R/kl, STUS·OUT ANO CAP AT 57:4.TION 5/+SS CON7INI..IE5 iO SOUTH LONER LOOP R'OAO /NiERSECTION. SEE PLAN OE.TAIL Z ON TH/5 SHEET NOTES~ SEE 61-/El!!T W22A /:OR NOTES. ONTINUES 7V LOS T~AN' PLAN 01:TAIL II ON SHt=ET W2Z!!: CCANY'O/\J TU~NOU7. SE/!!. PELICAN__ HILL ROAD) / --·--V' 3 MEO/AN CURB F'ACE --. ~~ 2s 2011R£CLAIMEO JAIATER LINE RG -------- RECLAIMED WATER PRV NO~ I NOT TO 5CALE S££ SHEET W25 FOR CIVIL PLAN -------.... ·---,------... CONTINUE5 TO L.05 TRANCOS C.ANYON TUR.A/0(,/T. SEE. PLAN OEiAIL II ON ~HE/ET WZZE. 48 CONT!Nt.1£5 W ZONt; 2-4 PUMP 5TATION. SEE PLAN OETAIL 5 ON TH/5 SHEET---, A 2" PVC CON.Pt/IT B-4-11 C.ON()U/T ONLY } I-It+ 11CONOUl1 ONL.Y I-I½_" CONC>UIT ONI..Y Z011R£CLAIM£0 NATER LINE I MEO/AN Ci.J/1(15 -...._-i /='ACE. ~TO Teltfr'HONE-__,,, 3~/1 MINIMUM !3E/..OW 13 -- ROl.16H Gi£':ADE-------' ZONE Z-4 PUMP STATION NOT 7t, SC~Le St!!! SHl:eT W7 R)fiil. t;/ Vil. PLAN • I \ I \ \ J---=~!:c-c 13 ---.c_·--=c-=-=cc-=~~-~~.j=~i..-...--:: =~~....-;~=,..,..,.~F""''.F;;..-i ~ -~=~CURS-FACE. __ _ Ill CONC. NALK \ R/tv~~ A1 " \ (}TE VAUlT_____j_ PR.V --------=- 2 11 P//C c'~N£JUIT rOI? TEtEf'NOAIE RECLA/MEO WATER PRV NO. 2 NOT TO SCALE SE.£ SHEET W27 FOR CIVIL PLAN POW~ SECTJO 3/4-1; CCJNDI.IIT; Z#/Z., I ft:IZ GROUND-----1!7 1\ Z TWISTED PAIR SH/el..DE.D #:-I&, 5HleLDED LS H 1--1---'" ' DR. 1905818)-A : Sheet w ?2 • • ----_ _:::__!3 Of W-35 • II ) ) 3/4 11 1 CONDUIT, "f#/<;- Sl!:E P' ~E::-SwU ll.e Ri-C,UCitJQ v'AL.1/E. 1 VAUL. ,-i'YPICAL.. •• --·· --\ RECORD RAWING I (SEE NOTE ON SHEET NO. 1) • !f.L.-!ilC1"1l.lGAL. i"'I.Al'Jlii, N Sl-lieii" W z.z.e, I ZONE 4-G PUMP STATION NO.T TO SCAI....E SEE SHE.Er rl/8 !='OR CIVIL:. PI...AN -----~ p· '"SSURE REOU ING VAL VE VA ...... -. YPICAL ELECTR SCAL..I!!: 3/8 11 ::-t'--0 11 TYPICAL POR ~ECLAIMEO NA AL PLAN PlleV NO. I, Pf<V NO.Z, N0.5 4-NO,+ \ . I SHEET ------------------------------ _________________ ...;... ____________ ....,. _________ _.., ___ ➔----------------------------------------------------------------------------...;...---, I ) ) ,-----------------------------------------' -----1 : ,---------~ : I I : ,,--MULTIPLEXER : PFR-1 IY 1 _ SST-32/ 04 • / BIF-ACCUTEL PRV NO. I STATION -/ MODEL 245-19 : 'POWER I '-----~----1~;; FAILURE : I r---03'--TDR~I TOR,__-+-__ PRV NO. I -VAULT > INTRUSION '----------;.1-+--e-ALARM ' ' 2TDR I ~,___-~· ---PRV NO. I w ! > VAULT : _ INTRUSION '-------+:-+--e OVERRIDE ' LSH-1 ! -o-------;..' ----1~;; ! PRV NO. I ' 'VAULT '---------'-!--~ FLOODED ' ZSL-IA : ,o,~ c:n-----+' ----1,_..- V--: '> PRV NO. I A I FULL ' CLOSED I ' ~SH-,.,..IA_~~l-+--<l~I ~ i > PRV NO. IA , _ OPENED ~--~!----+-... ) ' ZSL-1B I -o-----~. ----1~;; _____ ., '--,_ A n L..0.->- LPU FST PS-24 PFR-2 I J,- ,i I LINE PROTECTION UNIT (DC) BIF-ACCUTEL MODEL 245-23 PRI!v'ATE CABLE~_/~ V FREQUENCY SHIFT TRANSMITTER BIF-ACCUTEL MODEL 245-05 FREQUENCY SHIIFT RECEIVER MODEL 2-45-09 NOTES: 1-· ----------------------------------7 , r+----~ , PRV NO. I 1 ----------------------------------------------·1 1------------------------------------7 : _________ : ' : _____ : PRV NO. 2 ' ' I SSR-32/04 I STATION I SST 32/04 I I SSR-32/0~ I STATION I. POSITION SWITCHES TO BE PROVl: : DEMULTIPLEXE!R ---:--•POWER PFR-1 : -~-MULTIPLEXER : LINE PROTECTION : DEMULTIPLEXER >----:---POWER _--11 . .-t''' __ __j_l_-1---e-V BIF-ACCUTEL UNIT (DC) I BIF-ACCUTEL -~ I FAILURE BY THE VALVE MANUFACTURER REFER TO SPEC. SECTION 15100. I BIF-ACCUTEL -~ I FAILURE MODEL 245-2ID ""-! -:;r f : -PRV NO. 2 STATION MODEL 245-19 : BIF-ACCUTEL : MODEL 245-20 -~ : I ' POWER I MODEL 245-23 I I 2. BATTERY BACKED UP POWER SUPPLY SHALL CONSIST OF, BUT NOT LIMITED TO: LPU FSR PS-24 '-----~·--i-e FAILURE : ; i PRV NO. 2 ! ! , ----,---VAULT 3TDR~I TDR 1 i _\ PRV NO. 2 ---~ . ! i i INTRUSION , INTRUSION ! CABLE 7 ! ! I PRV NO. I L.__ ___ -----;.'-+--41-ALARM 1' '1 1' PRV NO. 2 ~ i PRV NO. I --~-•VAULT j INTRUSION : ALARM POWER ONE HC 28-2-A, 2B VOLT DC POWER SUPPLY; POWER FAILURE RELAY; 2-12 VOLT PANASONIC LCR- 6012 PS BATTERIES; POWER TRANS.FER UNIT, BlF 258-36; LOW VOLTAGE DETECTOR, BIF 258-40. -; VAULT -• PRIVATE : '------'--: ALARM --~--VAULT ! -'LPU f-----~---17------,_~ LPU --~--VAULT i INTRUSION 210R i i II i i INTRUSION 3. FURNISH AND INSTALL THE EQUIP- ', OVERRIDE -~ ---'--i-e· R , , : OVERRIDE MENT SHOWN IN A TELEMETRY v -P V NO. 2 , • ! ! > VAULT '--~-_, ! ! I CABINET (PROVIDED BY OTHERS, , PRV NO. I : _ INTRUSION 1, , : PRV NO. z NOT INCLUDED AS PART OF THIS ---!---VAULT '-------+:--+-e OVERRIDE FREQUENCY ! --+--VAULT CONTRACT) AT Z4-6PS, ZONE 4-6 I FLOODED I I SHIFT TRANSMITTER I I FLOODED PUMP STA TIDN. , LSH-2 , , BIF-ACCUTEL , : 4. KEY OPERATED TWO POSITION, ✓ i ~ -~~-__;..I---+----PRV ND z I MODEL 245-05 i ' ,..----1,,---l--.r~------MAINTAINED CONTACT SELECTOR ( : PRV NO. I A : > VAULT ' : : /.., : PRV NO. 2A SWITCH, CUTLER HAMMER --+--FULL l'------"-1--+ _ _.-FLOODED I I --+-•FULL 10250Tl5113 OR EQUAL. ! CLOSED '------.__------.~~~ 1 .,.,___ ______ ~ -----► ~T i _ ! FSR -----► i CLOSED , 5. INTRUSION ALARM PANEL. HOFFMAN I , ZSL-2A , \ , , , : BULLETlN A-51, CHOR OIL TIGHT I -o--------+, -1--41-I I '> I JIC 12" X 12" X 6" DEEP ENCLOSURE ' ---r---PRV NO. IA , OPENED ' I ' ' ! PRV NO. I B ----'---FULL ! CLOSED ' I ' ' 'v"--: PRV NO. 2A : : ' WITH MOUNTING PLATE, CONTAINING >FULL I I ---r--•PRVN0.2A '------~!.-~--CLOSED l , FREQUENCY , &B ~ , . OPENED TERMINAL BLOCKS AS REQUIRED, , SHIFT RECEIVER , • RELAYS, ETC, INDICATED ON ! MODEL 245-09-~, ! CONTROL WIRING DIAGRAM. PROVIDE ZSH-2A I , ' I NAMEPLATE ON COVER, ENGRAVED -o--------'--, -c---9-! , PRV NO. 28 "INTRUSION ALARM PANEL". •1 > PRV NO. 2A •1 ~ ---t-• FULL . OPENED PS-24 , , CLOSED , 6. CONNECT THE SIGNALS INDICATED -• • TO TERMINALS PROVIDED BY OTHER~, -PFR-2 ! PS-24 . ! NOT INCLUDED AS PART OF THIS i I i CONTRACT. VERIFY REQUIREMENTS , , ___ ~ _ -PRV NO. 2B AT JOB SITE WITH -DISTRICT. ' I __ ~ _.,. PRY NO. I B I L, ,, I ZSL-2B I o---~•-f--e" ) 'v----I PRV NO. 1B , ' FULL i \_ I OPENED 7 HELD CLOSED, OPENS ON INTRUSION. ; i~ Sa: STATIONING OF ASSOCIATED J i OPENED _, I PRV N0.2B ' , > FULL POWER SUPPLY ) ' '----------r-1--i---CLOSED ZSH--1 B ' ' I ' -r-v----~!----1e-..._ > PRV NO. IB L__ ; -OPENED ' -' ' I CR! 6 , ~ I ,_, ' ,---,-1,". 41---+1-i--.;; PRV NO. I ' > INS1 RUMENT '------~1--;; POWER SUPPLY i FAILURE 4-20 mAdc : FROM ~----!---t: PIT-IA , I 4-20 mAdc : • FROM ~---+---,...t: PIT-1B : I PRV NO. I TELEMETRY _ POWER FAILURE I POWER SUPPLY I : lllWJCATES TO ! : REFER TO NOTE 2: I ON DRAWING I ' ' I <TYPICAU I ' ' ' ' I I : PRV NO. I _--!-_.,.INSTRUMENT 1 POWER SUPPLY , FAILURE : 4-20 mAdc __ J._., FROM ' j PIT-IA ' ' I TELEMETRY EQUIPMENT Z4-6PS ZONE 4-6 REMOTE : 4-20 mAdc --+--FROM TELEMETRY , PIT-I B EQUIPMENT PUMP STATION I RECLAIMED -0 i :~:~~ON P~~ ~0.3~ ~-------------~ --+-• ~~~E~~T~Y fl i : POWER ® I TELEMETRY SYSTEM : --~ : FAILURE -------------------f--------------·---v i CONNECTION DIAGRAM -PRV NO" I © ' ' I 120 VOLTS AC ' L.__---~1-~= CLOSED ZSH-2B CRl-6 I i., ,i I ' ' I ' • ' , PRV NO. 2B OPENED : -PRV NO. 2 ' ' I ' ' I . ' ' > INSTRUMENT L.__ ___ ~1-+--_ POWER SUPPLY REMOTE TELEMETRY I ' . j -FAILURE I 4-20 mAdc : FROM \-__ -!-_ -r: EDUIPt.lEN T ! PIT -2A I RECLAIMED j 4-20 mAdc : WATER PRV NO. 2 : . FROM 'r----+---~ t: STATION 48 + 69 ! PIT-28 ' fl · ! ___ --------+----' ® !! ! -PRV NO. 2 ' TELEMETRY ' ! _ POWER FAILURE ! ' -' I '---------~ I ® : : PRV ND. 2 1 ~· PIPELINE. J ! _ --!---INSTRUMENT ----~r--:;_-:-_,,~.,...,--.-_/ • ' POWER SUPPLY & _·y ! ! FAILURE &B-' . ' I I TELEMETRY EQUIPMENT Z4-6PS ZONE 4-6 PUMP ST A TION 0 : 4-20 mAdc __ J._,. FROM i PIT-2A ' ' I : 4-20 mAdc --+--FROM : PIT-2B I • . I ' PRV NO. 2 --,-► TELEMETRY -------- -----------__ L ____ -_-_ -__ -_-_--'_ ---~ POWER FAILURE TELEMETRY SYSTEM CONNECTION DIAGRAM -PRV NO" 2 , DR.J9(lss1s)-A 'Sheet W-22G Of ·-----------_hl_-_3__" .- I ----- - - - - - - - - - - - - - - - - --- - - -• • -• • ---- - - - - - - - - -• •' ~ ------------------ --· ---------------------------' 6 I I ~'-"'"" I L _ _ _ ZSH 1.___........_.---_ __.,,--1 I I I , L _____ ZSL -7- \. 1 □ -. V _, ........ RECLAIMED WATER PRV NOo I STATION 25 + 32 ~B PROCESS & INSTRUMENTATICN DIAGRAM No. DATE REVISIONS APPROVED . DES+f;NED• --------------+----1PFR ,___ __ __. I POWER FAILURE TELEMETRY __ ll--------------1-----1 PS-24 f--------Eatl1PMENT -- .__ __ ---Jl.,4 VDC1-------1------------ P. S. CRl-3 '-------+--+-~-*11=-~--+----¥-?.4 voe,___ __ ~ ·11 P.S. + .__--+---1 c~ I CRl-1 ___ : CRl-2 + CRl-4=;-~ -:,-!. CRl-5 PFR-1 POWER SUPPLY INSTRUMENTATION EQUIPMENT POWER SUPPLY INSTRUMENTATION EQUIPMENT BACKUP POWER SUPPLY .--l.14'~-----,, I 120 VOLTS AC r. r·---------------------------------------------------------------·--; , HS-I OR (D ' ----i ~-HS-2 ! : / -(ON COVER) I O. I-IO SEC. RK ELECTRONICS I ! OVERRIDE TOR ON DELAY TCB-1 I 5A-2-IO : I OFF _J_ ON I 8 I 80 SEC ! , _ _ 2 " -• R,K ELECTRONICS I j ' TOR OFF DELAY TFB-1 I 5A-2-I 80 , , ~VAULT INTRUSION (j) · j ALARM SWITCH ! ' :___ ----------·1 OS-I OR ! ----, : 0S-2 IR __ ,,.--:;--...3 . B-18D SEC j ' ' --I I l'---_______________ -1• f-------R K ELECTRONICS : I ~ '-' : I \!.QB., OFF DELAY TFB-I I 5A-2-I 80 1 : I I • I I -----I TDR ' ; -1 a NCTO ~----1 IR f-------1 ! -. ------------------.I 2TDR 2TDR i ICTO i ·o-------~ ICTO ' ~ >----+-, -- TO MULTIPLEXERi ~---~i---.. TO MULTIPLEXER SEE TELEMETRY , : SEE TELEMETRY DAWES 24 voe + CRl-6 I L, ,i I RECLAIMED WATER PRV CONTROL WI~ING DIAGRAM SYSTEM I I SYSTEM CONNECTION ' 3TDR I TOR : CONNECTION DIAGRAM i [:' ~ NCTOi : DIAGRAM L ____________________ . _· -------------__________ _I TYPICAL FOR R_ECLAIMED WATER PRV NO. 1 STATION 25+32 ~--__ ,.,_8 AND FOR RECLAIMED WATE1 PRV N0.2 STATION 48+69 ~~ INTRUSION ALARM CONTROL WIRING DIAGRAM PROJECT £NGIN££R ,, .. , 14 I/ATE ' I '-._Lr .... I L___ ZSH I 2 REMOTE TELEMETRY EQUIPMENT I I ~ L _____ Zi} / -IL ,, - ... ------1 I I I I -) as 2 I I I I I I I HS 2 - RECLAIMED WATER PRV NO" 2 ~e.lJ~ EX~, 9_/3o/9o STATION 48 + 69 ~ PROCESS & INSTRUMENTATIO~ DIAGRAM ' RECORD DRAWING 1 (SEE, NOT'!; ~ .SHEET NO. 1) ; W-; ,. Cf t -5 ~ 2/26/9D ADDED SECOND PRESSURE REDUCING VALVE -ADDENDUM ,5r'K.J1 --J-="-=L.L..---1--------1 ENGINEERINL-SCIENCE DES'~N • RESEAR~H • PLANNING ~ t-21 IIIVIIE RillCII WATER DIST 1------"'wv .... L J. INS IRVINE RANCH WATER DISTRICT CONTROL WIRING AND W22C ~Ld'b'/.~--"'"!...£..£..,./12..&,,-y,. ., e,:____!'fjf=PRO>iJf!,ECT!ft•A•~•GrnL______,?L.'.z~-Zi-11 .:,~ p EL IC AN HI LL R O A D TELE MET Ry s vs TE M OF NO. ! R[VISIONS t--+-----+------------------1-------1.0RA'ifN: CHAVEZ l---+--------+------------------+----------1,--,-----< l----1---------+-----------------+--------ICHtCKED• CHAPMAN Fit.ENO. PELICAN\PHRTCD I. DGN 75 NORTH FAIR u,KS, "O. BOX 7iq7 PASADENA, CALIFORNIA 91 /09 (.If', SIN PRINlIPAL CffJF<i -s~j=~=.•JS~E.~GEOIIG=E~ c.,::;:., ?_,'~~;;,:(/ :/:;STANTOIIIECTOR~f.,, ',. RECLA' IMED wx·ATL,..,_ !;:•.·!'J'&"L; &NE CONNE~CTION DIAG~AM ..... ~ W35J' ,::,c;.1'7, P = ~,:;: /I::::: ·==~xj-l~=:::;jor~£~NG~IN£i:rn::JN"::::=-3.,~f:::_!oJ.. __ ~:_::,::,::_::::,::.::__::_::_::_:a;,:,:•.:_ •...:_•_:.:r_:-:::::.::..+·-J..-( nv--1t0.1 AND PRY No.a ,1 u:;.B _ ,, l MDl>FIL ',., ltSflf)-"I - r INDICATiS TO REFER ,.,----j I 33 TD NOTE I ON DRAWING {TYP" l VAULT LIGHT 20 r"'\ I 2 r"'\ 15 TBLEMETRY . SPARE 20 r"'\ 3 4 r"-. 15 INifRUSION ALARM SPACE 20 ,--,. 5 6 ,,-, 20 SPACE 5012) SPACE 20 ,,-, 7 8 ,,-, 20 SRACE 50/ 2) MAIN t,,e---j 2 I - 2 }---d, ~-PULL BOX @@ RECLAIMED WATER PRV NO, ELECTRIC SERVICE SINGLE LINE DIAGRAM PANEL IN ZONE 2-4 PUMP STATION@ VAULT LIGHT 20 r----., I 2 r----., 15 TELEMETRY SPARE SPACE 2 0 ~ 3 4 r----s I 5 30/2) MAIN INTRUSION ALARM SPACE t-f--121 .,,---I I /4" CONDUIT @ @ PULL BOX PB 2-4B ~---t--,,. "'~ ~t~~~ PULL Box@@ RECLAIMED WATER PRV NO. 2 POWER SINGLE LINE DIAGRAM ,r--14 FINISHED GRADE 9 1--++--.,--t, Q9PRV ND. 3 @PRV ND. 4 ~~B FINISHED GRADE I I II )-+--... I I 'r----,-~--a ----s II \ ~ ----- I [ I--' FRONT ELEVATION REAR ELEVATION /J:.:,.B " VAULT LIGHT 2D /'\ I 2 /~ 15 TELEMETRY SPARE 20~ 3 4 /\ 15 INTRUSION ALARM SPACE 20 ,--,. 5 6 , ' -, 20 SPACE ----1*8 5012) SPACE 20 ,,-, 7 8 ,,-, 20 SPACE ~ -- - -- 50/ 2) MAIN 21 2 1118 ~ - RECLAIMED WATER PRV NO. 3 ELECTRIC SERVICE SINGLE LINE DIAGRAM ... VAULT LIGHT w·r-'\·· I 2 ~Is SPARE 20 r'\ 3 4 ,r--..,I5 SPACE 20 ,' -, 5 6 ,✓-, 20 ----I #8 SPACE 20 ,--, 7 8 , ~ • , 20 50/2 ------ 50/ 2) MAIN ® ~ -35 - RECLAIMED WATER PRV NO, . 4 ELECTRIC SINGLE LINE DIAGRAM CONNECT TO ---, GROUND LUG TELEMETRY INTRUSION ALARM SPACE SPACE 21 I #8 SERVICE 8 ~-FINISHED GRADE ~-FINISHED GRADE I I I I I I X X11 X : P< X X r r , 1 25 PRV ND. I @PRV ND. 3 • "° I I I I I I --' , - NOTES: I. SEE SHEET W22A FOR NOTES. FINISHED GRADE Il)ENTIFICA TIDN TAPE. CENTER OVER EDGE OF PIPE. PIPE TRENCH. SEE PIPE BEDDING AND ENCASEMENT DETAILS ON SHEET W2I EDGE OF PIPE WHENEVER CABLES t1RE NOT IN THIS LOCATION, (UNDER THE EDGE OF THE PIP~) THEY SHALL BE INSTALLED IN RIGID STEEL CONDUIT(Sl. ~-DIRECTBURIAL ~ . DR, 19(15818)-A Sheet W., 22D Of W _35 TYPICAL ELECTRIC POWER AND TYP CAL CABLE @PRV ND. 4 ,±,--RIB TYPICAL RECLAIMED WATER PRV SERVICE PEDESTAL DETAIL ~--DIRECT BURIAL (CLOSEST CURB) TELEMETRY CABLE JON CURB SIDE FIBER OPTIC CABLE OF WATER PIPE <J,~e ~'"~ No. DATE £.a 2/26/90 CABLE TERMINAL BOX CABINET DETAIL ® NO SCALE REVISIONS APPROVED ADDED PRV VAULTS NO. 3 AND NO. 4 -ADDENDUM NO. I ,S OESI~NED• DAWES REVISIONS t--t---+------------------+-----tOFIAWN• CHAVEZ ' TERMINAL BffiX CABINET DETAIL@ D SCALE ENGl~EER1Nd-sc1ENCE DESIGN • RESEARdH • PLANNING 75 NORTH FAIR OAKS, P.O. BOX liOlPASADEtvA. CALIFO/iNIA 91109 Or"FICES IN PRINCL AL CffIES TYPICAL PIPELINE SECTION NO SCALE ND SCALE (TYPICAL FOR PRV NO. I PRV ND. 3, PRV NO. 4l~&B Rl;CORD ,DRAWING (SEE NOTE ON SHEET NO. 1) DATE PRl)JECT ENCD/E[JI ,:;_ :l • ./14 IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD DOMESTIC WATER & RECLAIMED WATER TRANSMISSION MAINS ELECTRICAL D.ETAILS E •~ • '7 I 3°/s• W22 OF , W35 0 f\ I'\ ~~ cl ----------~-- 1!10534 -------------------------------------i,-,.--------------------------,-----...... ------------------r-----------, CENTE/i: t..lNE OF Fl.OAJ:> Si'A-r'ION /2Z+oo -~ SOl./1).fE.RAI CAL/,-()/l.NIA E!)ISOAI (SCe) I-IANOI-/Ot.E I SE! SCE. OW(!i UG!-0-S-1-,.3-1 1 SHEEi 4, FCJR I..OCAT/ON CONTINLIE.S 70 CASI..E TE~MINAL SOX CABINE.T; see Pl.AN Oe"!'iAIL ~ ON SHeer wzzs---, I P~V JI , --~ soU,# ~PPS~ I-o c, P /i!. o A p " . 11 I RECLAIMED WATER :P~V NO. 3 NOT 7'() SC.ALE. SEE SHE~, /e/0 /=OR C/'VIL PLAN T!:.LE. METl<Y EQLIIPMENT SeCilON 0 SOl.li'Hc.RN CAt.lFORAIIA cOISOAI (SCE.) HANOHOLE, SEE see 0~ U~-0-5-I+3-I1 SHE.E7 7 FOR . LOCATION ~ Cf) fE@) C/!NTeR 1../Nf: Ot= l~OAC, 7--~,' 1/// -/ - SiATION l4-7+86---~-L.__ / ✓ I P~V~ 11 t-@ ~ l+o-f .,-,. \ -.,. ,1 + I /; ~ ro _,.,.1 ~ ~ I '-. -1iiJ / / I / -~ / ,, '1 ~ / /0 ~,CI..A/Ml!O (ij) WA;l!R ~INE~ ; , i J\.. 10 ,J 1+/-I i-----, \_____{£-SAAi ✓OA(i?I.JIN HII..LS -=-----+---! @ I I 1a~. I I Z"f" OOMS.SilC I I WATER i..l NE ----i---t----il I ====4======::::c---I j -~,',' CONT/Nt.Jl=ii: TO r? NORTH UPPEI:. I..OOP ROAD INTE~SEC.TION. f Sl=.E. Pl-AN DETAIL IZ. I ON THl5 SHEET-=--==L_=f-:-lf-1/r-~_J/,r,--t--, _ _ / 13 ' I ® RE.CLAIMED WATER P~V NO. 4- -NOi' ,o SCALI£ see SHEcT ~/~ ;=ote C.l'V/L Pt.AN ~-TEL.£MSTRY !!<R,IJ!PM~NT 5E.C.7/0N ( ' ' I I Rjw__,I CURB FACE • fe PELICAN !-/ILL ROAD NOTes: 51:E SHet!.T WZZA FOR NOTES WATE.~ P~V NO, I. -S!;t:. PLAN COA/i/NI.IE:5 TO RECLAJlvfE.£> l,--Ml=.DIAN CURB FACE Dl=TAIL 3 ON S-~H=~===-:!::::.T~W~Z~Z~B~============-= ,---STATION I/ ~ ,> 3,1, +IZ. ,1 1 ........ -zo DOMESTIC WATe~ LINE 3,3 , CURB FACE ,~----3,,4-,;, . 3,s ---, -----------,.,r------8 ,_0 ,, ___ , \-· 12 12.113113) --'------------+: 4CLl~---r=----------;~--coNi'INI.IES ,() r12Y113:z·,'r-----.l-,l ____ __,___ /:cCL,AIMED WATER P~V ~ NO, Z. S!EE PLAN ----------------· --OETA/1-"f-ON SH£:t;T ~ • wzz a ~/W (!f)LOS TRANC05 CANYON TURNour NO, -ro SCALI= SE!:. SHEET W0 /=OR CIVIL Fl.A.N . c__,~i_w __ -----------+----------~- ,. "' '" w ZSl-l·I! ,......_ __________ __J •. I'· PRES~URE ReDUC/N§ 1/ALVe ~Ul.T TYPICAL ELECTRICAL PLAN , $C4L./;: £Ve"= /1-0 11 TYPICAL po,e ReCL.AIMEt:> WATS.Ro P/fl. V NO, I '4Nl> NO, 2. \ \'----IZS L-13 Z5H-t: P$E5GU,R.E -f<IEDUC.!Nt; VALVE VAULT ,YPlCA.L cLeCTRICAL PLA Al j SC.At-e • .3/8"= /1-o" TYPICAi-F I< ~ECL,4/M/!:t:> 'WATER Plt.V NP, 3 AN!> NO,+ CURB FACE !Z.7 I ,~CURB rACE • 128 -, .,,,i--------------~--. (/3Xl5 -- NORTH UPPER LOOP ROAD INTERSECTION No-7" TC' SCAL.E. Se.e sH'e.eT WI+-f'CJ/1! CIVIL. PLAN - DR 19(15818) A Sheet W-22E Of W~35 ~-~ --~~-· '--CONTINUES TO ,REC.LA/Meo WA 7"ER. p~ V NC',+. Se.£ PL.A/I/ Oc'iAlL 10 ON T/.IIS Sl-/eeT RECORD DRAWING (SEE NOTE ON SHEET NO. 1) z/ 2-3);;0 SHEET i ff t :l: . ci t ~ . ' r ~ '" 'O l l ,_ r----------------------------------------------1 PFR-I Iv ,, I ' ' I SST-32/04 : PRV NO. 3 STATION I > POWER L_ ____ ;_~-FAILURE I ' ' 3TDR I TDR I _ PRV ND. 3 [ -o-• r---.'.'-o-_ ·i--:-(}--+---i: ----+--._ VA LILT '11 ).. " INTRUSION 1 ALARM ' ' 2TDR I J · ~---·---+-----<1: P RV N 0. 3 1 ~ _ I VAULT ; . INTRUSION ------+:-+----9) DVtRRIOE LSH-3 ! ~---_~i--->-PRV N~3 I O j VAULT L , FLOODED ZSL-3A ' I ' ' -;:;o------+-: -------jf--. - ' ' I PRV NO. 3A ' FULL ~---~,--t---e: CLOSED I ' ZSH-3A '1 -~ -n----~--~ : - I ' - _ ZSL-3B PRV NO. 3A OPENED -v:,---~, --PRV NO. 3B ! > FULL .,,-----MULTIPLEXER / BIF-ACCUTEL / MODEL 245-19 : LPU FST PS-24 PFR-2 I L- I ' LINE PROTECTION UNIT !DC l BIF-ACCUTEL MODEL 245-23 PRIVATE CABLE _/ V 1-----= ----------------------------------7 : -----"----: PRV NO. 3 I , SSR-32/04 I STATION : DEMUL TIPLEXEiR ~ ---:--• POWER I BIF-ACCUTEL -----,_ I FAILURE : MODEL 245-20 -~ : I I ' ' ' ' I ' ' LPU j -PRV NO. 3 ~---r--VAULT j • INTRUSION : ALARM I ' j PRV NO. 3 ~-~--•VAULT i INTRUSION , OVERRIDE ' I FREQUENCY ! SHIFT TRANSMITTER j BIF-A:CCUTEL , j PRV NO. 3 ~-I ~•VAULT j FLOODED MODEL 245-D5 i FREQUENCY SHIFT RECEIVER MODEL 245-D9 ' _, I . . I . FSR PS-24 ' ' I : PRV MO. 3A >--+-• FULL : CLOSED I ' ' ---i--• PRV NO. 3A , OPENED ' I ' ' I , , PRV NO. 3B ----'--• FULL ! CLOSED ' I ' ' I --~---PRV NO. 3B j OPENED ----------------------------------------------- r ---------------------------------------------, 1-------------------------------------7 PFR-1 I v ,, I ' ' I SST-32/04 : PRV NO. 4 STATION I > POWER '--------;'-+-FAILURE I ' ' ,------,c!,TD R~I TD R ,_~ 1 ___ P RV NO. 4 VAULT , 'INTRUSION ~------;;-+--ALARM : ~---~ : PRV ND. 4 V _,,----MLJLTIPLEXER BIF-ACCUTEL MODEL 245-19 , I LINE PROTECTION UNIT (DC) BIF-ACCUTEL MODEL 245-23 -- I SSR-32/04 I STATION : DEMULTIPLEXER - ----:--• POWER I BIF-ACCUTEL I FAILURE : MODEL 245-20 -~ : ! ~-! -----------< LPU ' ' I ' I '-,_, I PRY N0.4 , --,-•VAULT ' I i ~--~ j INTRUSION ' : C : ALARM I PRIVATE I I , CABLE7 , , I i j PRV NO. 4 -----------" NOTES: I. POSITION SWITCHES TO BE PROVIDFD BY THE VALVE MANUFACTURER REFER TO SPEC. SECTION 15100. 2. BATTERY BACKED UP POWER SUPPLY SHALL CONSIST OF, BUT NOT LIMITED TO: POWER ONE HC 28-2-A, 28 VOLT DC POWER SUPPLY; POWER FAILURE RELAY; 2--12 VOLT PANASONIC LCR- 6012 PS BATTERIES; POWER TRANSFER UNIT, BIF 258-36; LOW VOLTAGE DETECTOR, BIF 258-40. 2TDR . • I -PRV N0.4 , VAULT INTRUSION OVERRIDE l--------------1v'F----_;__-.,.-LPU --~ -• VAULT i ' ! : 6~l~¼~biN 3• FURNISH AND INSTALL THE EQUIP- MENT SHOWN IN A TELEMETRY CABINET (PROVIDED BY OTHERS, LSH-4 I ' ' ' : ' I .----<>---.O--'---+' --- 1 PRV N0.4 ' • > VAULT '--------'!-+-FLOODED ' -ZSL-4A ,--u,-o------+-i-----e-: PRV ND. 4A I > FULL ~---~,-+-----10: CLOSED ZSH-4A - ZSL-4B I ' ' I I '-' I - - , PRV ND. 4A OPENED ~o----~, -+-----.-PRV NO. 48 t-----.. FST PS-24 PFR-2 Iv I I I -' ' ' ' 1 FREQUENCY ! 1 SHIFT TRANSMITTER 1 , BIF-ACCUTEL . i MODEL 245-05 ' ' I. ' ' I ' ' I FREQUENCY SHIFT RECEIVER MODEL 245-09-~•- FSR -----11 PS-24 : PRV NO. 4 ,_ _ __l __ VAULT ' FLOODED I ' PRV NO. 4A ,--+-• FULL • CLOSED I ' ' I ' __ -t _ • PRY NO. 4A , OPENED ' I ' ' I , PRV NO. 4B ----'--• FULL ! CLOSED ' I __ ~--PRV NO. 4B j OPENED NOT INCLUDED AS PART OF THIS CONTRACT) AT Z4-6PS, ZONE 4-6 PUMP STA TlON. 4. KFY OPERA TED TWO POSITION, MAINTAINED CONTACT SELECTOR SWITC~. CUTLER HAMMER I 0250T 151 13 OR EQUAL, 5. INTRUSION ALARM PANEL. HOFFMAN BULLETIN A-51, CHOR OIL TIGHT JIC 12" X 12" X 6" DEEP ENCLOSURE WITH MOUNTING PLATE, CONTAINING TERMINAL BLOCKS AS REQUIRED, RELAYS, ETC, INDICATED ON CONTROL WIRING DIAGRAM. PROVIDE NAMEPLATE ON COVER, ENGRAVED "INTRUSION ALARM PANEL", 6. CONNECT THE SIGNALS INDICATED TO TERMINALS PROVIDED BY OTHERS, NOT INCLUDED AS PART OF THIS CONTRACT. VERIFY REQUIREMENTS AT JOB SITE WITH DISTRICT_ ' ~---~1--+--a: CLOSED I POWER SUPPLY I : l,OICATES TO : ' ' I ! > FULL ,.___----;-~~ CLOSED POWER'SUPPLY--1 ® : ' ' I 7. HELD CLOSED, OPENS ON INTRUSION. 6, STATIONING OF ASSOCIATED ZSH-3B CRl-6 I '--' ,r I ' ' I ' ' I -• ' ' ' ' ' ' I - -- , PRV NO. 3B OPENED -PRV NO. 3 > INSTRUMENT POWER SUPPLY i -FAILURE _RE_MO_T_E I 4-20 mAdc : TELEMETRY _ : FROM \----!---c EQUIPMENT I PIT -3A j RECLAIMED j 4-20 mAdc : WATER PRV NO. 3 : REFIER TO NOTE 2: ON !DRAWING I ' (TYPICAL) I ' • I . TELEMETRY EQUIPMENT Z4-6PS ZONE 4-6 PUMP STATION 0 I . ~ ... I ' I : PRV NO. 3 >---!--• INSTRUMENT I POWER SUPPLY , FAILURE ' • I : 4-20 mAdc --J. -• FROM - : PIT-3A I ' ' I : 4-20 mAdc ~-+-• FROM : PIT-3B I ' ' I '---------------7 : PRV NO. 3 ' I ' ZSH-4B ~ '-;--;:o-----+-----. v ! > PRV N0.48 OPENED CRl-6 I v ' I - _., I : -PRV NO. 4 ' > INSTRUMENT ~----'-+-----ii-POWER SUPPLY FAILURE 4-20 mAdc ' FR-OM 1 ____ 1 ___ t: PIT-4A , I 4-20 mAdc REMOTE TELEMETRY EQUIPMENT RECLAIMED I WATER PRV ND. 4 : I . . TELEMETRY EQUIPMENT Z4-6PS ZONE 4-6 PUMP STATION 0 : PRV NO. 4 _ _ _j _ • INSTRUMENT ,1 POWER SUPPLY FAILURE : 4-20 mAdc __ j_ __ FROM : PIT-4A I ' ' I : 4-20 mAdc --+-• FROM : PIT-4B I • ' I PIPELINE. DR.19(15818)-A Sheet ~-22F Of W-35 --------- rROU \-----t---t STATION 51 + 71 I PIT-3B , : , --,-• TELEMETRY ' I : POWER FROM I----+-- --r-: PIT-4B , STATION O + 83 ! I : PRV NO. 4 I 1~---~---r-• TELEMETRY : ___________________ . ________________ _: POWER FAILURE ! i ® ! ' -I l ! -PRV ND. 3 ! TELEMETRY SYSTEM ' ,.___1----~ I FAILURE ' ' L _______ ------------• - ' TELEMETRY ' ! _ POWER FAILURE ! CONNECTION DIAGRAM -PR' NO, 3 ® ' -' I L--------~ I ' --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- -_1 '<· REMOTE TELEMETRY EQUIPMENT --------1 I I I I I I I I I I I OS HS - RECLAIMED WATER PRV NO, 3 STATION 51 + 71 ® PROCESS & INSTRUMENTATION DIAGRAM 3 3 - I I i20 VOL TS AC .__-------------t------1PFR 1--------. I -------------+--PS-241-------10 _______ 24 VDC1----~----t-----------. P. S. + -CRl-3 '------+---+----,1-l--r'------+--24 voe,___ __ ~ - I I P. s. ---~-< CR I \ \ CR 1-1 =-= == CR 1-2 24 voe + - + - I I CR 1-4 -,_ -:,,C CR 1-5 -;r-7- PFR-I I v I -1 I CRl-6 I J,, -1 I RECLAIMED V 1 A TER PRV CONTROL WIRI~G DIAGRAM TYPICAL FOR RECLAIMED WATER PRV NO. 3 STATION 51 + 71 ® AND FOR RECLAIMED WATER P~V NO. 4 STATION 0+83 POWER FAILURE TELEMETRY EQUIPMENT POWER SUPPLY INSTRUMENTATION EQUIPMENT POWER SUPPLY INSTRUMENTATION EQUIPMENT BACKUP POWER SUPPLY TO MULTIPLEXER SEE TELEMETRY SYSTEM CONNECTION DIAGRAM I ' I ' ' .;---------~--PRY N0.4 , TELEMETRY _ POWER FAILURE ' (8) ! ~ ' I TELEMETRY ' i CONNECTION ' I ~--------~ I !,__ _____________________________ • ------"----------' 120 VOLTS AC ~ --_-__ -----------------·--------------------------------_/___ -------- r __ HS-3 DR (D i ~ HS-4 , / (ON COVER) I O. I-IO SEC. RK ELECTRONICS i • TOR ON DELAY TCB-1 I 5A-2-ID : OVERRIDE I OFF _J_ ON ~-8-180 SEC. , -o>-------------_; TDR OFF DELAY RK ELECTRONICS I TFB-1 I 5A-2-l 80 , VAULT INTRUSION fJ\ i ALARM SWITCH '-V ' ' --------0 ---1 OS-3 OR ~ _ _ _ I : OS-4 I ' : ' ' I I '-I: I : I i I_ ___ _ ' i ~r• ----<1>---:--+-------,' 3 I. B-I BO SEC RK ELECTRONICS I 11 TOR OFF DELAY TFB-IISA-2-I80 i ITDR ,l_ NCTO 2TDR IR,----- --------------------_I 2TDR ' o----.!---- ICTO j ~---------<;,__o---~ ' • ICTO ' ' I TO MULTIPLEXER : SEE TELEMETRY I ) SYSTEM 3TDR ITDR : CONNECTION [°!~----:-cN=cr=-=-o'i -----: DIAGRAM L _ -----. --------------------------------------__ J INTRUSION ALARM CONTROL WIRING DIAGRAM SYSTEM \ DIAGRAM -PRV NO, 4 ,----------.. I I I I I I I I I I I LSH 4 6 I j - I L___ ZSH I 4 I , L _____ ZSL / 40 REMOTE ~IL L-+-----------~l:>'<:'.~1----------+___j RtCLAIMED WATER PRV NO, 4 STATION O + 8 3 ® PROCESS & INSTRUMENTATION DIAGRAM RECORD DRAWING (SEE NOTE ON SHEET NO. 1) ~rf!_ t? ;fl =_ F X-P. 9 /J0/9• No. DA TE REVISIONS APPROVED j~,,A// DESIGNED• DAWES DATE N ~~iJ.:,, : ~k,,, ·, :_ -7 ,, PRO£i4~f:GINffR ~-:l-~-'1,: IRVINE RANCH WATER DISTRICT CONTRCJL WIRING AND SHEET ~ 2/ 26/ 90 ADDED PRV VAULTS ND. 3 AND NO. 4 -ADDENDUM NO. I REVISIONS 1--+-----+-----------------+------IDRAWN• CHAVEZ . ENGINEERING-SCIENCE DESIGN • RESEARCH • PLANNING 75 NORTH FAIR OAKS, F',.O. E'JJX 7107 PASADENA, CALIFORNIA 91109 OFFICES IN PRINCIPAL CITIES /¼flffiilllliD21 eL£ > ,_. PROJECTUNIAGER ],},?,-Jc, PELICAN HILL ROAD TELEMETRY SYSTEM W22F OF IRYIIE RH CJIARe<S E. CfORGF _, 1 RC£ 98 CON NEC TIO N DIA GRAMS I-L=t====:1::::=:::::=::===================t=======~1:CH:!:C:KE:::O•_:C:HA:P:MA:N.J. ________ --4 ______ L..:~•~nE~RDl$~lll~C~L=Jr/,,-tt.:,rP:;.:w~--r.z:::C;;,::'.::'.:::/='l=/c.~-L~{::::~~--j~;::-==ji~/MriJll't:@li/fEE~'k:•r=DL=REC.:::TOR= .. :l.,/=iu./t:.4,..L _ _:R.:..:E:..C:..:L:.:A:..:..:l~M=E:.:D:__w..:..:...:..A.:..T.:..:E:.:.R::.......:.P_l:.:P~E=-'L=-.:.l.:..N.:..E:.._...1.-rn: ..,:; rr ~ £ ,'(jl)84 l ~ FILE NO. \ DGN\ PELICAN\ PHRTCD2. DGN I PRV N0,3 AND PRV N0.4 W35 . ot, ,,u,,-wrJ .":: i i 1 - -·' - -·-:r:=-=----- ---t--.. --~ . ---------' . r . . -----+ - ~-------- j. - .. . ---r i ----+-- • REVISIONS APPROVED AD/JENDUM NO. I ofs!GNEO:. W.L. /-10-'?J/ CONSTRUCTION CONTRAC1" C NGE ORDcR, ~-Of,•91 ADDED • in RECLA!iv1EO WATER SERV/C S DRAWN: W./... W.J. w, ---.'.,_ .:.-:+.::_ • /_ -----,. ••l -,; . ' ,----I .,. ' _-Jl __ ·-t -+-i-i I : +---+-r-7!..;--ic-----=-·l--_+-++-+>----+--i-+--+-+--4 1 I I, : ] l ' - ' t ' -_t l ,--+--+--tt---t-1~---'--'--+ [ .. •·-- t l . • " j ! I r i ---~--~----t: ' t-~f-f--l--t--l+-t-+--+---+-++---i -1-- 1 i .. ' - • -i i t -·· ---I • I j I ENGINEERINl-SCIENCE • ' DESIGN• RESEARf H • PLANNING 1s NORTH FAIR o/A"s AVE.• P.O. aox n07 • PASM>~NA. CAUFO':fNIA 91109 OFFfCES IN PRINCIPAL CITIES I t • i ~ -.r -+- ft .._, IRvriE R.ool RIISl1IIT l ' -------,---' -----,----' • . - - - -r· ----J--+-c---t--J-+--+--J--+-+ .. ·-➔-·····- j. I _.lr---+--+-t-+-f-+-i-++-+-+---+ -f ! ·• -----:- ' ' ' I ' - ' . -~-!-- ' ] . T T I l r ' I l l l: ✓: -_t • t--t;L~~-+--+-+-+'-+-,~-+.....-F--+-,.--t--+· ..•. ---I 1- t ·t I ~~~~1s:t-:-~ l t l +---+-+--+-~-+-t--+---+-···-t ' so ,---tc---t---+--+--➔· - I I +--t--'--+--t--i--+-·r-• +----+---+-+----+--+-+-1· ' i J . - -.1 !~ ---· -t--. +-+----,--+--c--+-1i ' • ' t --··-+---+--+-+---+-+---f--+ I f". • _.j. ___ -,.·-+---'--t--+---+--.----l ! l . i r --1--- --{ i 1 OAT£ 110.IECT EIVl'i!NEER PROJECT MANAGER ...j '' I 9 I l t-__ _;_+--+-+---'--t-+-f--t ' . !O ' L ! IRViNE RANCH WATER DISTRICi . . PELICAN HILL ROAD l 1 -f~---. : ·j --~ r· ·1 I 0--+--t- If '. - ' -J'L-+-+--+-t-+-f-+-l-+--+-+--+-+--t--- f. ' l I t ' I ' L,. t--+-+--+--+-----l .· .. t--;-c--c---t--t__.__.. I -·--=t:::_ t t·. ·t. -t---t-c-:-t----t--::t--1----ct-+-ctl ,. l T I 1 t· -----i + ···r=:t==t=ci--1---t--. 1 .• +--+--,-+--+--..,-f--+--+-+-+-+·-j -• l?.00£..l':/C" O./.P.&S•r!l.te8:/ -·'---" t •· , .. ' . ·' DR.19(15818)-A Sheet W-23 Of W-35 .. I ' Kate OI' 1""v ·--> _I •• ! O£TA/l ~ \,J _, (i ;1,, <g -s l SHEET + 8 ,;'"'· / ·······r··-- • I ' I ' ~----ANNULAR SPACE BACKFILLED PER SPECS. SECTION 02224. CASING PIPE SPACERS WITH PLASTIC SKIDS PER SPECS. SECTION 02224. 12" CLASS 50 DIP WITH RESTRAINED JOINTS PER SPECS. SECTION 15069, 36" DIA. STEEL-CASING PIPE PER SPECS. SECTION 02224. ____ : ·-·-·-•-:=.-L= .• -·-·-·-· ·- : ~ I 1 ·}lj<. .. a'(I\,' CASING PIPE DETAIL SCALE: !"=l'-0" ~ i. • 2 N 0 .... •• 'I011 LEVEL- CONSTRUCTION NOTES 4 CUSTOMER SERVICE VALVE REQUIRED ON CUSTOMER SIDE OF METER. METER 8 CUSTOMER SERVICE VALVE TO BE PURCHASED FROM DISTRICT NOTE: BRONZ' STRAINER TO BE USED FOR 2•, TURBO METERS • (DOME!ITIC WATER OR RECLAl!o'ED WATER) 1. DOUBLE STRAP SERVICE SADDLE PER ITEM 1 REQUIRED FOR All SERVICE CONNECTIONSi TO ANY SIZE ASBESTOS-CEMENT OR DUCTILE IRON MAIN. CAST BRONZE SEllVICE SADDLE PER ITEM 'A REQUIRED FOR All SERVICE CONNECTIONS TO ANY SIZE C900 PVC MAIN. SERVICE SADDLE SHALL NOf BE INSTALLED WITIIIN 18° Of VALVE, COUPLING, JOINT OR FITTING. TAPPED COUPLINGS SHALL NOT BE PERMITTED. 2. NOTES FOR ~ASING PIPE DETAIL I I. FOR BORING ANlj JACKING SPECIFICATIONS, SEE SECTION 02224.1 2. CASING PIPE SH~LL BE INSTALLED BY THE 80/fING/JA CKINJ METHOD AND/OR TUNNEL METHOD. 3. ALL CASING PIP, SECTIONS SHALL BE JOINED BY CONTINUOUS CIRCUMFERENTIAL WELD PER SPECS SECTION 02224. 4. VOIDS AROUND J, 'E OUTSIDE OF THE CASING SHALL BACKFILLl'o PER sPEcs SECTION 02224. 5. EACH END OF T4E CASING PIPE SHALL BE SEALED WITH CdNCRETE OR APPROVED FLEXIBLE SEAL. I 6. THE CARRIER PIAtJ.E INSIDE THE CASING PIPE SHALL BE ;DIP WITH RE. TRAINED JOINTS AND 20-FOOT MAXIMUM PIPE L 1 NGTHS. 7. COMPLY WITH PROVISIONS OF THE CAL TRANS EN4ROACHMENT lf_ERMIT (PENDING). IN THE · EVENT OF A CONFLICT BETWEEN THE CONTRACT DOC:UMENTS AND~THE ENCROACHMENT PERMIT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. A $AMPLE PERM11T IS PROVIDED AT THE END OF SPECS SECTION q2224, 8. THE CASING THirJKNESS SHOWN IS A MINIMUM DIMfNSION. THK CONTRACTOR SHALL BE RESPONSIBLE FOR THE STRUCTURAL SUFFICIENCY OF THE CASING. 10" PLUS SIDEWALK WIDTH TO ANGLE METER STOP NOTE: BORING AND JACKING NOTES FOR DRAWING SHEET W23 PLAN AND PROFILE I. POTHOLE THE EXISTING 30" CML&C SP LBCWD WATER LINE (AGENCY WILL SURVEY THE EXPOSED LINE). CALL USA AT LEAST 48 HOURS PRIOR TO POTHOLING. JIM NESTOR OF THE LAGUNA BEACH COUNTY WATER DISTRICT (LBCWD) ADVISED THAT THE ABANDONED 2 7" RCP AND 33" RCCP LBCWD WATER LINES HA VE MOST LIKELY BEEN REMOVED. HOWEVER, THERE IS NO GUARANTEE OF THIS. CONTACT JIM NESTOR AT (714) 494-/04/ AT LEAST 48 HOURS PRIOR TO JACKING. 2. POTHOLE THE EXISTING /2 3/4-INCH SOUTHERN CALIFORNIA GAS COMPANY (SCG) GAS LINE (AGENCY WILL SURVEY THE EXPOSED LINE). CALL USA AT LEAST 48 HOURS PRIOR TO POTHOLING. SCG HAS SCHEDULED THE LINE TO BE ABANDONED. HOWEVER, IT STILL MAY EITHER BE IN SERVICE OR ABANDONED IN PLACE AT THE TIME OF THIS PROPOSED CONTRACT CONSTRUCTION. IF THE GAS LINE IS FOUND TO BE SIGNIFICANTLY DEEPER THAN THAT SHOWN, AGENCY MAY ADJUST THE PROFILE ACCORDINGLY SO THAT THE PROPOSED CASING IS AT LEAST 4 FEET BELOW THE GAS UNE. 3. STEEL CASING PIPE SHALL CLEAR UNDER THE EXISTING JO-INCH LBCWD WATER LINE BY APPROX/MA TEL Y 2 FEET, AND UNDER THE EXISTING 12-3/4-INCH SCG GAS LINE BY APPROXIMA TEL Y 4 FEET. 4. CASING PIPE ELEVATIONS AS SHOWN ON THE SHEET W23 PROFILE ARE APPROXIMATE, AND ARE DEPENDENT ON THE CARRIER PIPE ALIGNMENT AND PIPE SPACER DIMENSIONS. {SEE DETAIL /, THIS SHEET). VERIFY PIPE SPACER DIMENSIONS WITH MANU£ACTURER AND ADJUST SHEET W2J CASING PIPE PROFILE AS NECESSARY (OBTAIN APPROVAL OF DESIGN CHANGES FROM AGENCY'S REPRESENTATIVE BEFORE INSTALLA TIONJ. 5. LOCATE JACKING PIT ON OCEAN SIDE OF PACIFIC COAST HIGHWAY. 6. POTHOLE THE EXISTING 12-4" MCD GENERAL TELEPHONE DUCT BANK. CALL USA AT LEAST 4B HOURS PRIOR TO POTHOLING. FOR METER IOXES PLACED ~, IN SIDEWALKS USE: ITEM NO. 0 ' EISEL 4111 IOX WITH IOLT DOWN COVER ANO -=!!~HINGED CAST IRON LIO I CHIP 2" •w• IN CURI FACE TO IDENTIFY POTA8LE WATl'A SERVICE LOCATION OR 2'' "AW" TO IDENTIFY RECLAIMED wATER SERVICE LOCATION SIZE & OE CRIPTION DOUBLE STRAP BRONZE SERVICE • SADDLE 2 • I. . OUTLET MANUFACTURER JONES MUELLER Fllllll ROCKWELL SPEI:, ,tlO: .1--tll. I. p. ..... 1102 TO ff-16116 zai-srzE I.P. 1 323-SIZE-14 : CAST IRON BRjwZE SERVICE @ ; SADDLE 2° I J'." OUTLET JONES MUELLER -------->' ' Ii 7 r· I I . I I J L. 5 - ~ I C ~ 1 ~' (4) (!) 0 0 CONSTRUCTION NOTES FOR WATER METER INSTALLATIONS CONNECT TO EXISTING DIP BLIND FLANGE {BEHIND CURB AS SHOWN ON !"=40' SCALE PLAN). COMPLY WITH IRWD STANDARD DRAWING W-3, HEREON. INSTALL CONTINUATION OF 2" SERVICE PIPING, BRING SERVICE TO GRADE AND PROVIDE CONCRETE METER BOX AS SHOWN ON IRWD STANDARD DRAWING W-2, HEREON. AFTER THIS IS COMPLETE, PAY FOR 2" WATER METER TO BE INSTALLED BY IRWD. CONNECT TO EXISTING 6" DIP IN "FUTURE STREET" ! AS SHOWN ON I "=40' SCALE PLAM ORA WING SHEET RI 9 OF 29). INSTALL SERVICE SADDLE , 2" SERVICE PIPING, BRING SERVICE TO GRADE AND PROVIDE CONCRETE METER BOX, AS SHOWN ON IRWD STANDARD ORA WING W-2, HEREON. ROUTE SERVICE PIPING AS DIRECTED BY OWNER'S REPRESENTATIVE (INSPECTOR). A VOID RECENTLY PAVED AREAS. AFTER THIS IS COMPLETE, PAY FOR 2" WATER METER TO BE INSTALLED BY IRWD. CONNECT (2) 2" SERVICE LINES TO EXISTING DIP BLIND FLANGE (BEHIND CURB AS SHOWN ON !"=40' SCALE PLAN). COMPLY WITH IRWD STANDARD DRAWING W-J, HEREON. INSTALL CONTINUATION OF (2) 2" SERVICE PIPELINES, BRING (2) 2" SERVICES TO GRADE, AND PROVIDE (2) CONCRETE METER BOXES, AS SHOWN ON IRWD STANDARD DRAWING W-2, HEREON. AFTER THIS IS COMPLETE, PAY FOR (2) 2" WATER METERS TO BE INSTALLED SIDE BY SIDE BY IRWD. ~ --~ . . . . .. , :~~-~-I ------~ .. /"/////Ji~ ' r-. •• 0,. :,oo:.· '/ ' . . . ''0 . . o·c,·. ~-~ :4?-0,"• . ., . • 00 . ,. "' ~ ... ' ' • @ -~-. • ,;o,. • e,_ . -~·. .. ' . . . . . -□--, ,, " • flo: ~ ' • 5 , . . \ ' •c,_, . . . . " . • I) O• , ............. -♦ 11 • • 3. INSTALL CORPORATION STOP WITH KEY SIDEWAY IN OPEN POSITION. SET TOP OF METER BOX FLUSH WITH S}jl)EWALK IN OPEN POSITION. FORD J-996 H-13490 TO ff-13494 S91-SIZE 07 " 8 2 @~0 • 0 • :oj. ..... . . I DR.19(15818)-A · Sheet W--23A Of W-35 4. 5. 6. 7. 8, 9. 10. 11. THE CORPORATION STOP TAP SHALL BE MADE AS SPECIFIED BY THE JOHNS-MANVILLE I~STALLATION GUIDE. ALL TAPS SHALL BE HADE WITH MACHINE GUIDE OR PILOT TAP. THE WATER SER~ICE SHOULD EXTEND PERPENDICULAR TO THE CENTERLINE OF THE STRE~T FROM THE WATER MAIN TO THE METER STOP. lft:TER BOX SHALL BE SET BEHIND SIDEWALK WHERE SIDEWALK IS ADJACENT TO CURB, QR IN PARKWAY BETWEEN CURB ANO SIDEWALK. ALL SPLICES OF COPPER TUBING SHALL BE SILVER SOLDER CONNECTIONS. READING LID ONLY OF METER BOX SHALL BE PAINTED WITH GENOA BLUE FOR ALL RECLAIMED WATER SERVICES. COMPRESSION TYPE CORPORATION STOP AND ANGLE HETER STOP MAY. BE SUBSTITUTED FD~ THE FEMALE IRON PIPE STYLE WITH MALE IRON BY SWEAT ADAPTERS AS SHOWN. ALL SWEAT JOINTS SHALL BE SILVER SOLDER (EXCEPT AS NOTED). Al' BYPASS LINE WITH LOCKING CURB STOP HAY BE REQUIRED FOR INSTALLATIONS NEEDING CONTINUOUS SERVICE. 12. FOR ENO OF LINE SERVICE INSTALLATION SEE DRAWING W-3. 13. ALL METER BOXES LOCATED IN DRIVEWAYS SHALL HAVE TRAFFIC COVERS. REVISICJNS co 9-1-86 2 co 7-1-87 011.tWN CD CNECl<EO RWC DATE JAN. 86 MO SC.ALIE -J'E'MED ll,JAND'9,SPl!Cl!,;.aT1!,. C~TTEI ~'~ JAN.,86 CHAIRMAN, 0ATI JAN.,86 OAT£ 0 ~ 2• BRONZE CO PORATI·OH STOP I.P. THREAD F.I.P. i2" BRONZE cuJITOMER SERVICE 'VALVE !z• METER FLAN EX F.I.P. 0 :z• COPPER TUB~N6 i iCONCRETE METE l•f;' .• !lf,; . .efN. ~ LID ''•[!~•'• :·, ii· ' BOX 0 ~• BASE OF 3/" ROCK @ 2· ADAPTER MAlE I.P. x SWEAT 0 ~• COPPER 90° ELBOW SWEAT JOllf:S MUELLER FORD JONE.S MUELLER FORD JONES FORD ANACONDA PHELPHS-OODGE BftOOKS EISEL J8R SEE SPECS. SEE SPECS. SEE SPECS. J-1931 H-10044i F81700 J-1527-F H-14216 FV13-777W J-1913 BF13-777 W/NB-67 COPPER TYPE "K" SOFT FOFt METEFtS I 1/211 2 11 65-5 6551/2 51/2 67-S 6668 7 IRVIN,E RANCH WATER DISTRICT STANDARD DRAWING 211 COPP R SERVICE INSTALLATION W-2 SHEET I OF I ITEM NO. SIZE a DESCRIPTION @ 1" HRVICI • SEE CONST. NOTES OWG. W-1 ·2" SERVICE-SEE CONST. NOTES OWG, W-2 0 CAST IRON RING·TITE PLUG WITH 1-112" TAP CAST IRON RING·TITE PLUG WITH 2-112'' TAP ,. ® 1-112" )C I" PVC IU:DUCING BUSHING 2-v2·x 2"pvc REDUCING BUSHING @ 1• M. I.P. X SWEAT COPPER ADAPTER 2"M.I.P. X SWEAT COPPER ADAPTER !© 1° COPPII TUBING TYPE "1<' SOFT 2" COPPER TUBING TYPE "1<" SEMI· FUGID i@ 1· so• SWIAT COPPER ILL 2" 90° SWEAT COPPER ELL I 1" CU"9 SlOP COMPRESSION X COlllll"l'll!SSION z" CURB STOP 1@ COMPRESSION X COMPM:SSION J<INA ~ • I, MUELLER H • 15201 JONES J· 1949. MUELLER H-15172 \ ' l'RVtNE RANCH WATER DISTRICT STANDARD DRAWING END OF LINE SERVICE INSTALLATION ~-••'-•• I OIIAWIII .... w1 .... 111 ,,, lll .. 11-........ n.lTh., ... CCIIIII, 11n: ;NO IY •••• CD (1, 0 {,,,J • 0rrJt1 J.. JAN.,86 {SJ W-3 IIWC ·-OATE ••r• ()~"'' CIYID W, ,,,..n■1Ne DEPT. ' JAN.,81 ~ (/ ~ JAN.1S6 = N-CI ICIL.I IOIIICTO o, ra.1111 .. 11111 DAU SHHT I OF I . ..._ __ .l'..._ __ _,, ____ _,...._ ____________ .,,,.-_____ -::-_t-______________ _, _______ ,,,_ ____ , ___ .....__ _____ ,,,,,,,...__ ___ ,,-____ ~----~-· ----"''--.... _,...,,,,.-----RECOR:D DRAWING (SEE NOTE ON SHEET NO. 1) No. DA TE REVISIONS /2//8/90 CONSTRUCTION CONTRACT CHANGE ORDER DESIGNEf)• I ENGINEERINGJSCIENCE DESIGN ~ RESEARCH I• PLANNING 75 NORTH FAIR OAKS, R.O. BOX 7107 P SADeNA, CALIFOIINIA 91/09 I 8I81440-6000 ~[RJW~[M~ fRll[N]©!Xl \llwffell~fRl [Q)~~ufRl~©u RECLAIMED WATER LINE ~ rr EXTENSION ACROSS t-, c~ PROJ•CT-,.,,.1 f~[L~©ffel[M ~~[L[L ij@lll2) PACIFIC coAsT HIGHWAY" DATE PRfJJ/fCT fN6WITR 'f · t7. Ill,! Zfllf SHEET W23A or IIIIElllCH ,.Gmw g'.@[M~ 112) ~~©[Lffe\~[M]~[Q) 'llllf[g~ PELICAN HILL ROAD 1--+--+---------------,r------lCHECKfO• IAfflllllTllt l~ffel[M~[M]~~~~@[Nj [M]!~IM SEGMENT "A" CONTRA'CT LJ __ _l_ ____________ _L ___ J....::....:... __ __l_ ______ ---+-------1~~~:...L=:=:=:==========================-L---___;~~~~~~~~~~---J.,i ,----.......--__.__...,......, r 12/IBV90 R• 02 W35 I t--+~+--+-i-+--li--l,-__ -_ +-+--~· ' ' I -,_ -: .:./ / £j . -- 1· ----+--t L ' / " ' -;---' t l I I -----+ --·.i: - -i , } I I I l _)_ f L 1 -! - t --, ! +-1--t,-_ +--P-t-PJ_1f~1l\l;J"-_~!J1-;-r--h~rtt-r-1t-t-tri ~TIW~D'A~ i_,, 1:-r tr.,.,,,re)t---rn---',-rr.__i-t~_ i1ci"R}'---i:4 -_ t+---,-J-++n=t-+++--c-fr +++=-~H'2f0!=++--PH-t-++±'-I -----!--!---:.+--l-----'---1------l--~--!-----',I-:" .. 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BOX ~107 • PASADENA, CALIFORNIA 11109 OFFICES /fl/ PR/ Cf PAL CITTES IG R .,._, IRVINE RAt«ll WA!fllffll.T i T-- -__ J__ '_;~+-•t,.H--+A-----,--t /f f--t----!---+-f+'-+-+!-'r-"'lhr ; ltJ !--J.,"---l----+---'-l- ' Q l \ i -----+----+-_;__-+--+----1----1-\--1----1-_;__L_ ---1 i \l ,r t--+----=1--,,-+---+-c-l-+----+-----4--f---+\ \ I \ I \ i l----+--+--+-+-+----+ -+--+-~-+--+---\ j i -1 L SCALE HOlclZ. VERT. 17 11 I t- i -' 1;____,_+-------,f---+-----l----+-- / ' /8 PROJECT ENGINEER /, PROJECT Ml/NI/GER ' i· ~-+---:.+-+--+--1----------4 f f---+----1---~+---+---'---t ' /9 20 21 IRViNE RANCH WATER DISTRICT PELICAN HILL ROAD i' <---.....-- l ' -' I t ' ' - ' ----l--~-+----+---'---+------l---1 ·----l 22 MICA ILME ,- CIRAPMIC SCAlE 0 GRAPHIC _SCALE ; DR. 1905818)-A ;Sheet W-24 Of W < -35 -<------• -I ---- c:::::. •• ~ ' ' --+-+--I -·-'' -' ·---+-+-+-+c:-"!~b-t-+l:+-+-+' -j'--~i ' ' '' I I " ' ' :..i_ : ~--- ···t· t ' ! -·-· -1--+-f-cct-,-+_;;~,:-fL+-J---c..:f,-C::i-Cc.c • ' ' ·_J -1 t .L. + I I ' ' ' r· I I I L + ... f1=iF=+cc.+-'f-:--l-c-+-+--+c...+-t I. ! No. I ' l -j r ~---1-t--+----t~ I I : .j I 1:-+--1t--+-+-+--+-+ ''' 4-i --'f=l=d~~f'-~~~~+t '---1 ·-11-t--+-+++-+--+--+--+ -t --f-= -i --➔ -1 -+-+--+--;f--+--+--+-....--t-+-+ -' -·-! DATE 7·3/-:}0 MODIFIEDP. REVISIONS 23 l \ WATER SERVICE 3-04-92 REVISED PER ReCORD DRAWIN6S . 1· I j. APPROVED 24 DESll;NED, WL DRAWN: WL it--+-----'--+...;_--------------------+--41---1 ~ CHEC'!(ED: WJ W I I L i i l l·· ··l---1•+-+--f----t--+--+--+--t--t--,---+--+---1 • --'F--t--'---1-+-+--,--+---i--• l L ' ---------r:::--- ---~+-+-+--+--,-+----er-cl -+-"f-cc!=cJ,---t--+--:+-+----r--t--ci--•· __ J_ J i I ---t ' I I _J_ ·-,--H-t-+iio""'-f-t-+-+-+l&-1-'tt+-+ I r I • I{) ; --, ' ' ' ! ' 1 . -I l •·· i j • I 1. • cs 2~ ' ! ' • ENGi~,' EERING-~CIENCE DESIG • RESEARCH PLANNING 75 NORTH FAIR DA~S AVE.-_ P.D. BOX 7107 • , SADENA, CALIFORNIA 91109 OFFICES IN PRINCIPAt/TIES ' I i ·! ' \ \ 27 \ \ ·+-+-+-t--lf--+-+-+-~--t ' +i----!--+--t--1__;..-+-+--i- ! -<··----+---t-++--t--,--, ,., • ... l !_ I \ • ' I I . :0 ·--t--,·~~~-+-+-"--+---!-~---1~. \ ! +--+---+--+--"---+-+1 ~--i-I t ,-+--+-i'-+<'11+ -r ·t -t- i --'--+--+-+-+-l----+-+-t--t __ : ____ L I 1 I . ' ,. --~+---' l --t ! ! I r- I -+--' ' B p t--,.--,--t--t-+---t -- I ' ---~---l---+---+-+-- .. j I ' -..;. ·--+-<--+ -+--;--+-+-+-+- I j j i' I . ' /..,, PiL.112. I i I I I +--+--+'-+---·. I 1 ! '··--·-'--···.,__-'-_~/ -!--•·+· I V , +-+---,.-+-+-+-j_ 11 I I ·· I- ' I I I -----I T I :',1' "~ _ _; . . . ' - 1--t----+-+-+-+; ----····----: : -l -+-:- : ' ' l , I -l-+-'-+-1-l--,----+ ' SCALE ca HORIZ. 1" ~ -40' VER.T 1'1 ,. 4' c9 OATE 'RO.JECT ENfSINEER PROJECT MANAt;ER /2•S°• 8 30 3/ 32 IRVINE RANCH WA·TER DISTRICT PELICAN HILL ROAD Ml ' ), +-+--+--+-4 -_j j ! I ' 33 FILMED I ·i-. r ' l i .j ---+-- I -T_ - QIIAPHIC SCALE 0 ·QIIAPHIC SCALE ':::f==fc= .. "ic+--+-+c-t ·-,--~ 0 40' 4' •• 1 "= 4' DR. 1905818)-A Sheet W--25 0£ W-35 .. ,- I 1 +---+--+---+---if-~---1--1--+----l---!--+----+---. l, -- 1 -~ . -r-+----<f-'-+--+-_._-+-_,_--1_-1-_-1--_+--+----1-, ' - • +--- ' l • l I ' r I -l --,- -=- I. '_:, ----------,. 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VElcT. j j _,_ ___ _ ' _j__ +--i--i,."-'--l-----1--'--i - -'--!---+---'---+----1----+--l ---i-i I -+-... -+--+-----1--+-----+-- 1 - 1 L ' ' '' i r : --1---+------!-1--+ j • -'--'---+--'---+L-l---'----- 40 OATE P/IOJECr ENG/NEE/I /4 PROJECr MANAGER /?-~-a L-+----+---+-t----+-+----+---+- I -, l ' -<--------- i J -+--+--t----!----+ i I I I ' + --- ' i ! -er -1 ' 1 - - - I -, ' l I- ----,-----" --r-- t ' 1-+-+--+--1-----+-----'-- --IC-UIO---l---l-i-'--L-l--l--L..L-1._J r J .. t ' ' l ' ' i- i I .I ---+--+- 1- +------1--++----1--c,1---+-' -+-·r· t---t---+-7.""--t I ; ' -,BOP L.359. --T I ,_ f r---+---+---+-----l . ' 41 42 i l ' ---+--: - ... --+-+--+-~e---+-- - ' +. ---, -l--+--~-~--1- 43 LOT "D 11 RECORD DRAWING, (SEE NOTE ON SHEET NO .. 1) IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD • ~-y,'! ~ ----· .... 44 40' 4' l ' ' I • ' I t I • l L 1 - I ---:-- ' L e 0 GRAPHIC SCALE 0 GFIAPHIC l!l()_ALE .tO' 4' l J I DR.19(15818)-A Sheet W-26 Of W-JS ---. ~ :z:.i=¥-J•J/,,;.. ti> z ;:; o . No.--&28498 "' ::;:: ..... "" .,~. ... • ,. . CN\\. .• ~ --r_ I ' r ' 1 --+ - IO'i •• ·SHEET f t r tj t I --i -"-f -,_ - t-+--+---++-+--+--;----+--'-1--1-+---+--+--! +------,r-+--_+--_ ---+-r--~--~:~:,=;=::~:-'--1-+ r ~- --, --+--+==c--""t----i---l----l----'i---l----1 .. -t i l ' 1---+---l--ch--+-+---1-----'+-----l-----\-~+-4 •--+---+---,._----1----+----' . -· + - L --1 I r I Fi=±+ 44 No. DATE t- - 1 1 I i 1 I ---1-- L - - REVISIONS -03 .-:JO MODIFIED D/MENSIDN LINE.S ! r l I I ! ' ! • -!" • L ' : 9-06-91 ADDED 2" RECLAIMED WATER SER\fJCi:S :8-05"-92 REVl5ED PEI? RECORD DRAWIN<S +=-+--+--+--+-+-I ---- L ----+---+---+--+-i---l-----+-----l ! ·•· - { APPROVED DESiGNED, WL DRA'WN: WL i -1- --t--+-~-+-----tcr--!-/1~c__+--+l ~-1------11----l-' . +----L---1~; -i----- I I I j w ' ' l \ \ -i---'K --+---l'--''I R£ClA!MED WAT£R e CURVE DATA 4 "'S9° 28' 10" R=1s2~.00 1 1,.:: 1583 ,89/ T= 871.G4' ENG.INEERING~SCIENCE DESlpN • RESEARC • PLANNING ar--t----+---------------t----4-.L-I CHEfKED: WJ w 75 NORTH FAIR OA-")S AVE.• P.O. BOX 7107 PASADENA., CAUFORMA. 91100 ' OFFICES IN PRINCIP~l. CtrlES ~! l -' + ! T t ! ... -r : -------- I t--ci---", ---l-t----4+--! rf--+-+--,;.,.::-+---t--L,----i-+' _J ---I ' ! I l ' 1---1---~+---~ 1 !_ ---'---' -+--+---'~-+---+-1-------l---!----+ I - I ---1 +-- ' ' ' --·-• 1----+---+-+---+-t----1---+ ' i ENG/NEEi? PNO✓ECT M NAGER ! \ I--l ----- ' ' ; ~-. . ' J 1 --t------' -t, ' i ! 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RECORD D04WIMSS ONAWN: I/IL ~11--➔-----t-------------~---------1-------1 ;· CI/ECKED: WJ w L i :_ ~ I --l ' - 1 ---+-f--+--+ I -. -! -----,-- 1 I ,_ -L --+---+---+--+-+---i-- -70---+-l----+----+-----+--+- ! l l 58 59 E~;~!~~!~~~t~~~~~~~GE 75 NORTH FAliKS AVE.• P.O. BOX 7' 7 • PASADENA, CALIFORNIA. g1109 , OFFICES IN PR/ plPAL CITIES GO R .. _, 111\'lNE RMOI wmimrr 1 SCALE HORIZ. VEteT. i -+-+------+--+----+--+----l 1'' +----+--+--+--+--+--~-' l = 401 4' 1" = ' ' ! l 62 IIOJEC T ENGINEER PROJECT MA NllliER I t -,---t--+et----t-----t---t---t------lc----t --• i I ~: 11-:L 'li.f r -1-------+-+--t---\l G3 I I ' -t j ' ----+-----t--·-- ' BOP fl.. 448, 64 -----+-- l -1- J GS I ! t ' • --\ y --, ' \] IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD ··:\~t1~f~:r~,;_,_~,;;:~--:":•'" , •• "<-~;~• ---~_;•.--.--.· .--, ''-~c.·5 .. \ '"-ttJ·"'>":'·cf.'l;""'-'-;l • -T ---t---t------lr--r:r=f-"tic,---t---t-----t---t i ' ' 66 ' T 40' 4' RECORD DRAWING (SEE NOTE ON SHEET NO( 1) ---L - t 67 G) 0 40' GRAPHIC SCALE 0 UR, 19 (15818)-A I Sheet W-28 OfW-35 --j__ 8' I : ~- SHEET d cy,. '-J .. No. i --J_ __ l ' ' _, -.--.,. -- -_-::·::r -·-·7 ' --~-+--+-r ---- l -' -'' l J • ' I ---!---- --1---+--+----l-~-b4----l--+-+-,-----!-~A' t -t ;....---,--!---4--+--1--f----1--!----l'--J:__-'.'-L--l_:_.L - - -------,----:_ - ; ! j I j l- t --+ .i: +-'-J:=::::j:=-:.J:__--l----l----i---1---1--l----1--+--1-. DAT£ 4·19-90 ADDENDUM No. ~ ~ h l}j :::r: \J) ill IS) REVISIONS t ' I • ' ' ➔...----f=f~=---'l~cc-----1 -+--------l-1-J- G'T l t ---+--' ' -~1----' -~ f!lf·'-Fli=:±=±-=f--+-+-+-+--+ ' ,_ 6B APPROVED 0/{S!GNEO: WL ;r-1--,---+--------------------11----U-.I CHECKED: WJ W I l ' -' r: I: ,---,-- I l ' ; -j 1 ' . - ! J I ---1 -: -!_ '.t ols -1 -- I ' \l \ l \ ----.---t---J-+t-:--:,----t-t-+-t--'--1-+l'--f---.~!Ui L -1----------1+- -r+---,--t-+++--'---if--+-+--f-l--'----i--~'f-lf--:.--+ T '' ; l '' r -1-----+-+-+--t+--i---l--+-+-e+--.!----·-' -+---f-----!- ..r.· --·t-+--t--,--+ 70 DESIGN • RESEAR H • PLANNING .. j ENGINEERIN~--SCIENCE 75 NORTH FAIR 4>AKS AVE. • P.O. BOX 71 7 • PASADENA, CAUFORNIA 91109 ' OFFICES IN PRIN~IPAL ClnES i '/ 1--,----!A--+--+--b.L- 71 f=t! e I IIMlt: IW«ll ll'ffl'Jtllml SCALE HORIZ. 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I j ' ' IT-+--+--i-' ------i--i--+--j ·····-'--·---1---+-+-+-~ l j i---<--+-+---J---l---i----i---J----J--+----i1--·· .. j ... ! j j +--l---l---l---+---l-l---1------1-; _ __j_ I I j•. ,. ••-,;-----• . r - ' • t--4---1-----l--+--+---'---'--+--'---'- ' ._.L. -+---'-=--1'--1'-''--+--.C: a ' t· --+--t---+-~-+-1------l--!--.. ---1- ··+--· ' ' 77 40' 0 40' CIAAPHI~ SCALE 1'•40' 4' 0 ,. CIR-APHIC SCALE 1•:4• DR.19(15818)· A 1 Sheet W 29 Of W-35 eo'I 8, ! RECORD DRAWING {SEE NOTE ON SHEET ~O. 1) IGVJfJ..J r -d t L t I --+----t- ., ' -1------7--- -1--t--t--t--t--+--+~--- -1 ' I l--r I I I ' i 'J'.L f-'+=+-±:...-lr:-.W~~-+c-4--i · 1 .,. _ _.,__.,__,_, No. 77 DATE 4-19-90 BULLETIN No. 4-19·90 ADDENDUM REVISIONS I No. 2 i _, __ j. ' f 7B 1 l __ ____:::_i:_--- --~-- .t ' j i ! !-,, -t--t--t--<>-t-+--+-+ 1: +·· +--+--'-4. I ,. f l ! i t .. ·l l .. -+-+-+-f-+-.+-+-+--+-1---'':.,_' L-.. j --t ---\ ---.r - - +-+-="'-f-1--1"--+-"'+-+--1-"-l ' --r -:--t',~t- L. I 79 50 81 ors,GNED· WL E~GINEERIN~-SCIENCE DE;SIGN •RESEARCH• PLANNING 75 NOFITH FAIR pAKs AVE.• P.O. BOX Nor• PASADENA, CALJFORNIA IJJOQ ; OFFICES IN PRl~C/PlltL CITIES / J I -+-- ' -----t ---+ l ·to·~ 'i it··· +--- ··,--· !-~·-· -~L·-+-+-~-:.,_~ 'c' _·c·L1 _ _,. __ JL_L-1 T l'I) - ' ------)- 52 +--+-e--+--+-. ~-· SCA.LE HORIZ. VEii:.T. i L I ' l 1 ' I ! -+ ! t -----, -----,----+-- I ! I l I ; I I / r ,j, I '. ' ' ,.,;;:,::-~r. -cc_+,-±-+-+-+-+-~-+"-.+---_..J --i---1~ --+--+--+--{:i __ , I -......__] -+-- 1 ' 1, \ . I l -t-.f="1C...1-"!!!l--+-~--- 54 :/ f I, 1'110.JECT EIVIJIIVEEII PROJECT MANA/JEii . /2,S°-5 I I --t---,--+-~-'--+-+-+--t {-' ' -,----t--t----+--+--+--+--+---t.--.' ' ' I 7=-t-+-+-+-+-+---'F- _J - • -___ , __ f"-.+.c.__l--c;.,_+"--1-:c...t..-'JI I l -t c+'-'f="!='il--cl-+-+-+.-1 I ' '' ' I -<------.. 1--+-~-,1-+-l'-~-+ l -r -·+1-....,r21~+--1'-+-~'---+-····•-i••·--····· __ _,_ __ t:C..t--+--t--t--'--1--i--i--L-•f-' -++,.:~+-+-+-~r,;..?(:;!.+-~l_-4....:.-1 _ _;_...j:_...j_J.::.:J.::::=11: r i ' 55 87 88 RECORD DRAWING (SEE NOTE ON SktEET NO. 1) IRVINE RANCH· WATER DISTRICT PELICAN HILL ROAD l ' I i I -r --1 -t--f--+---+-l--l---+--a--!----1---1 ' l ' ' 40' 4' . GRAPHIC SCALE 0 GA APH'IC SC A LI DR.19(158!8)-A Sheet 1,-Jo ··-Of W-JS ----______________ 1 f I I I /i I I 4: l! I --+---- ----l I' '! i • --l -l-4=--⇒1 =-=-1---1----li-1' --+--l-__::-'--~LL' , -l ---!• , 1 l-.i ii--, l _ 1 f - I I ' No. - I --+--- -I - ' I I I I -+··--+---1--•~---+~-1--11----i-'--+--l--+---'l-'---l--'-.-l-.~ ~ i. + ---- -,- ' ---+--_,_ __ _ 1 DATE i ' t ' J r • -' ---1 68 T- f l -1--J--+=-+:-+-+--l---!-i+-.;.7--- l REVISIONS 1 -t T t 69 I I I ' • ' ' 90 APPROVED D'fSIGNED: WL 4-19-90 ADDENDUM No. 2 5 ;l!. 4-/9·90 AOOf!:.NOUM No. 1 , S M DRAWN· WL i.tt ..,.\r,i~7-7-g3~/~-:;~~ ~Bo;t'3.°:i:M~ODg;i;1~.F.y'/E.~D~gP~LT,1~N~jtP,~'f<~O~F~IL~E[;;;~:;=========i=:=~====-h----::.:....:=. _ _J 0 3-09-92. REVISED ffR RECORD DRAWINGS Cir{ECKED: WJW ' ' ' 91 .T- i • .•... 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VE:~T , 9-4-95 ENGINEERING-SCIENCE DHSIGN • RESEAFIGH • PLANNING [1' OAT£ PlfO.IECT ENfifNEER /,.;?-0-~ 75 NORTH FAIRiOAKS AVE.• P.O. BOX 1fo1 • PASADENA, CAUFDANIA 97108 OFFICES IN PRt1CIPAL CIT1ES e , IIM!t:IW«.It Rlffll'I PlfO.IECT MANAGER /Z-S'· '&f ' I • ! _ , __ ' ' l---+--+----l---'---'-'---+--_j:___;___J_____L__j - ' ! -:: ----_(\ ".j,_ -1-----1----'--l---l--l---l---il-~--L i i fr-I--+ --_J_ __ -j ' A . ' • • 96 97 t --\ ' ,-- :'-'-'11---=:--'--+-+--1--1--l--j -- ,-• I i--- ! l I +-+---f---J-l ' ,-cc-+--+-'--+--+ -_, __ 98 f IRVINE RANCH WATER DISTRICT _ PELICAN HILL ROAD ' "~: ;::---~-(t,•,;C:_-.-~-·-. :C>-.: ;._: .. '>".·~ .;_;-_ ,;;_-;·-._;.", o···•~:•-•'.·. ·;;_,,y,-~--'--,-:: -~"·:i~:", '.-.~,-"·~· ± __ _:_ __ --~F- -_, -t-+----,-+-c+=-=--1--1---l-- -__ j - - -f ' \ ' "'rt--_±--,-+-+-+--I I \ , I ---_-r_ ' I- -+----........ . -' ------+-- -. J '. I I l I ------r--------+--- i I- i- f L--i---t-ccr=tcc+-+--+---1-1----1-----+--'-'- 1 l -j--c-f~±-+-+--l' ----=r-=- \--l-'-cl--+-+--+--'l--+l·_:_-1--'-'+--, -, ' 99 40' RECO'RD DRAWING (SEE NOTE ON SHEET NO. 1) 0 OPIAPMIC SCALE 1"=4'' DR. J9(lss1s)-A Sheet W-31 Of -----W 35 ofUSla '/v'f.~ E. Q. ,.,. J ·JI·•· a, -\ No. CH491 ..,.. :::;: I ... -~ IV\\. _l_ 10' I' i SHEET ;1>1.,AN jtffl P..Mt=U..I ,, •tt::-• MICROFILMED l)fl.1., (J )-VI -.. rj l l -... -- ----7-- ----- --, - --+-J-e--+· _-'c-+---_-J-C--__ -+-____-1--__ --!-C---+--l------<,---l--_.-l--."1U&l""-l ' " . . t - -.... --- ' I---- - 99 100 101 ' ' ' ' :"2 ~ , C A S.: - : / ,, ,, ', ·:\._~-_/ t--t-+--+----+-----i-;---t-,t.:::.:t=--t,-=,,1,·ta.H q, :..· ,, .,r;;. : 1 -- " -f ! ·} / t . .,_ ;------' ----j--j----f---t----t-+-+--<--+--+--+----+-+----+--+--te+ __ l -j ! -102 103 i ' l ..... ,. 104 SCALE HOlelZ., VERT. : / 1" = 1" = 105 I/ __ _/. . I i WAT1. ! 5 -..,... -, I +- 10G i ! ! . l -- I i -i f I -+--------I 1 _---t--+-J ' i ' : i -1--t --t 107 I -' I : I I ! l -----t--i : I : . -------~ 108 ' t -.... ; l i --~----+-+--+--+--{ ! ' .- j I 109 t --i ' ' ' ' -------1---- - . . , .. ~:.: ···-~-~~-'_------+---l--+-->--+-+--a i -----·-t-- 1 j 1 ' 1 ; I+ ,--+-+---.-+---+---+-+-+-+-+-1'-- I I I ---J--- 1 r -,----i--t--t-t--,,;:j~-j--;--i--,-·+ -· + ~) + i l --~ ::-I • ---!!.... +--t-+--+--+--e---+----+-+---t-+ tc -~. -{- _I -• h I I . ---+-~ ., -1--'Lll:l----,t-+_j'-+--J ' ' -.,., - I , i I ... ._l. I ! -I ' ' .. -: .. .. J_ ' 1 -I -___ ,-_ --.:.---- -----------. --~- --~--l--+-----1---.. -: ' i 110 ' ' 1 40' 4' 0 "O' GFIAPHIC SCALE 1•=40' 0 DR,19(15818)-A Sheet W-J2 Of W-35 RECORD DRAWING _ (SEE NOTE ON SHEET NO. 1) _-:.. ··-- I 1-0" a·, ~ f. ' I t t ' -'l-~ -_-t t. ! .. I f I T~ __ __..._ --'--"--+--+-----l--+-+------l I I I r I j ; j - I t j 1---1----1--..;.--1--+--+' -+-+'---+--+ 1 t -++ ----.-,- ' l . ----t .. j J ----.•,: __ -·-r-· -----;----. --1-1 ' ___ _,__, _ __,__ ... -··--+-+---+ ........ ! No. ZB 3 _, ' ' I . .j. .. ' L -1 i 1-' --f J I ---! I _ _±_ - ' --+-~f-+-tt-_,-,_+-+--l--......---t-+--c-t--·i ' T ' ' ,. i L I ' T ; ... l L. _ I i , -l---'c-'-'-'1--l----+-+-',----+c-1--+-l. ' ... ·t ' I L ~·---··i>---1---l--,'-. -+------l-------------l---+- j -l '--'--'++-+-t-t-+--t-,--t +!-1--------1--_;,_.---H-'----'t-+-f'"'-lo.:c-i---+---t- t l t -t -1-i 1 1 - I r. --+---~-+---~-+------,-~--,. ' 1 j • -j i -· --<---_..-1-----1-, -+-----l--+--l ·; -l 1 .I ,~--.i:.' =f--"---+-+-+-+'---+-1--+-i t -tt-+-+-=1=+--+-+--+~---i 110 I? ADDENDUM NO 2 r:, ADPl::NC>U/IA 1\/0 I •• •~ • •c-"/ . "·~="·-,- REVISIONS 8 - / -~o MODIFIED PLAN ~ 'ROFILE t'L"-'-'f-+-+-t-i--1 -j,,-t--,'f--t-r 111 112 ' \ \ APPROVED lJES!GNEO: WL DRAWN: WL +-I --f I 113 11+ "• 'o -, :\/_c,'''°ff' EfjlGINEERING-SCIENCE DfSIGN • AESEAIRCH • PLANNING 75 NORTH FAIR OAKS AVE• P.O. BOX· ~107 • PASADENA, CALJFORHIA 9110fl OFFICES JN PRlft/CIPAL CITfES 3-ltJ-92 REVISED PER RECORD DRAWINGS ! ... ..a:...i...i,.;::..:.::......:::.:..~=.:.:..:;..=.-=----_;__;;:_:..;,..,;~.;..;;.;-=---="'---;____;:;__ ___ --;---t-"----.,...---. Of(ECKEO,' WJ w ! 115 t SCALE HORIZ. VEicT. 11G PIP --l-- I y I \ j \ J I --I I I ' I \ \ \ i ' J I I 1 -I f ----l-+--+-f-+---+-+-+--,--t-±c-tc-. . - r f-+-+-+-4--t--+--r-t-'--,c-t--t-i- I ' . ---+- --' +-'--+--+--'--i--t-lli. __ J 1 j' . 1#.C~R ' ' -+--+--:--~· ;r.;J o. , -I '--1---NO r, lid' EACH+~=---E+:::-_~_ ~.:::t:::iP! +----l-+--,---J~}!,~-f!2H--+-t i l : ; .. ,,_ ---• --, --1-_ ! r 117 11B OlffE T -+-+---t- f~---i--++~ci-'--t--1-! L- ' i 119 -120 ii ~. =,••-o-,,-~,c.·=-, ' ' Pl'IO,IECT ENGINEER IRVINE RANCH WATER DISTRICT PROJECT M1'NAGER PELICAN HILL ROAD --~,,..,_, --{----'--+-t-Hi\--+-'"---'--t--t--1 ---jl-+--+-~---< :--+,,,_~i--t--t-~-+--j--j- ,-..::-+-+--+-+-+--1-+-+c-1-c-11 ' J_ I • ----! - ' i + -, + -+--+-l--,--+c-11 ' l t ! -f t t --+1----1~+-,-11 [ r \ I -I . ---+--+-~+--+-~-+-+-c-t----JI I t 121 40' 801i -------< I ~ h lli ~ l.JJ GRAPHIC SCALE 1"=40' 0 ... 1"=4' ~ <:::) () -1-- DR.19(15818)-A Sheet W-33 Of W-35 -C\I -- RECORD DRAWING (SEE NOTE ON SHEET NQ. 1 l M 1}iESS ,,. E. 11! ~..,,.,,. :; J f;',q,. l !,/ -fo ci c., No. C 28411 ~-s SHEET 'O No. ---" . - --:,T-:-•-:t-= --:t_ 1 f_ ' - DATE f i:_-• 121 ' t f---·----- l -____ i --_ I 1 . :i: -" - '.i .1 --l -I ---+------_J_ __ l --l-,- r. l i . •··· ---~--~-- -----+----; i ' . .f l - ' -' ' -' ---,---- l f--t--t--t---t---i----t--,-r-.--,, + j t . +-+---1---+--+--t--t------t-----r-~c--:-r ........ .J ' -.1==--~-------,----;--r-.:c:r--,-r--+ ' -+------r--• ! --'""" -f • ---+ - .!----' I -'-'--+----+-+--t-+--,--,+-r-:--• 1· . ~ _ _j i .Q .. -l'-" +---'f'=t--7-----t------t-----t---;---i--------,r--i--::i------:t ----. • t~ t i l ' - ' -1 --+ -=,_:-_-+---__,_--,---,--=-r--c--:r--r----r-_J_ :.f-----+-+-+-+-+-+-+-+-t-'-1> .. -j--J --t--------t------i)::-: -----t------i --4-I + 1 J -----+--+---+-+--+--r----J----.-t---c-t--"t--i- 1 : --+- I ---.. 1 ,- ' ,. 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L.. 128 I j_ ' -J ---r RECLA !MED WATER e CURVE DATA OATC ... ;· L , I ... ,, 1 ,- t -• i---- j_ 1 I - ! --~-+-t--~-j-----t,---,---j +----+--;-i--,---r--c--,--,----t-· - .l ' j -• L ----i------r~l I i !··- ' T I ' I -' , ,- ---+-+-----t--r--i--,---i----r-· ' ' ' 1--- l -, __ ----l-+-t-+-t--t--,---t--t · I, • i ' -' ! 129 130 131 --! .. ··:r- i ---+ --- ~=!==t==:!=1~+-• ' ' _._ . l ' " • r --t ,-,t' ---+-+--t--:-±--c-r-c-__ ,-1 -;--;-:-;----;-;,-,.,--r--,i .• r.- \{) en 3. \-- \lj tu 132 0 ,o· 11R~P1-1I1e ec~~I[ 1• • •o• 0 ,, ~ ~•--:;;:,·_.,::.•-:-.::-':f-:'::;_, UJ - ( ' -"· \u \\) 0 0 + ~ ({) DR. 19(15818) A I Sheet W,,34 Of W-35 ll: a-• ,-ll•fD ' ~ ._, NO, CU198 · -ii,! R~ORD D1AAWl!NG .(SEE NOtE ON SHEET NO. 1) W-~:2'f B-0/-~0 MOO/PIED PLAN Pt<OF!L£ OESIGNEO: WL ' ENGINEERIN -SCIENCE ~ -PRO,!CCT £:N/i/N£:£N I IRVINE RANCH WATER DISTRICT D~SIGN • RESEAR H • PLANNING 75 NORTH FAIR P4KS AVE. .. • P.O. BOX 71 7• PASADENA, CALJFO/tNIA &1101 ,,... I DFFJCE'S IN PRI /PAL crrtES .,._, l'/f0,1£CT MA NA/i£:ll -' i'•--➔------1--------------------------------,-------:, Cl(ECKEO: WJW I DIVINE RW1 . .,. 2 ·(,. lllliiiiiilil ROAD ,-~~- /1 I I ,.... ~ -IU -,..i ,-J + C 0 . ·-• l i - RtCLA !MED WATER i CURVE DATA 17# !3!3 'OG" 27"1:2, 71' ~5'1, 5 '1 1 433,22' <:;• :!3!3 'A:2" s,2~.00' G0,12 1 :J0,10' OA7l 7 '"' -19-90 iBULLETIN ,VO.I 3°41 14-811 575,00' ~7,/0' /B,5G' ,;;• o..'~" 304-G,'50 1 ~~S;O,!;' /G~,~7' • REf/lSIONS /-/9-90 ADDENDUM NO. I ,, \ -.. .., -f :t. - ' t 132 s . ·-, ---r _-_----/-- 1 t '' J -,. T • -'---'-'--+--+->--+I --;-+-->--+--t . j 1-- :f- ' J. -~i--ji -.i 1.'J-'.'+--+f--+--+-t-+ J ' J ' ·' t J ' I• I ! I • I . ;, .• -i "T -.! ' _j l ' ; j I ' ~ I :.::.c.+-+--f-'--1--+-+-+--+--,f---,--++ 1 !., .. ' • • . . j • ' ! I i i l ~ APPROVED 4ES!GNEO: Wl I 4RAWN: WL ' I O(i£CKEO. WJ w 134. 135 I . E~GINEERING-SCIENCE 01:s1GN • RESE~lcH • PLANNING 75 NORTH FA/If. OAKS AVE.• P.O BOX ir107 • PASADENA, CALJFORNIA 9110S ,,.,_ ! OFFICES IN PRI . 1PM. CITTES 1- 1 I. t i + -f j- ' I ' I I '. ' I / I J I t ;,f T I 4 ,/ .. -f---'. t t "xb.~: / --i -+-- l • 1 I I l-·+-A.:.......+'--'---+--+-+-+--t---,--+-•. fl ·1--=+-+---+---·+-' -+--'--+· +-l---+-l I/ :t / ~ i:i I IIM!t:IW«ll Mmtlffln j 1 .;. 1 ' J 5CALE. HORIZ. VE!eT. ' I . I . j_-i--' l t ' ... ' r T -1 j r ___ _, ... ! . I I f '. ----+---- I I 138 ·1 1 I ·+- l t ! . I t -::...' -+--+-l-i---+--+--+--➔ 139 DATE T I ~ f I t ;--- ---i- 140 j r ·· 1 t ' --,- '. ~~=r=~-+-+--t-t--t, 1-41 /., Ji i / r I t I I /110.ll!C T l!Nt11Nl!l!li IRVINE RANCH W A·TER DISTRICT , , O.ll!CT MANA6Eli PELICAN Hl'L-L ROAD~_ ...... :.PIPELINE ! r -L -----+--------+-· L ---1:-j • " . --I---- l i -c+----1-'-<--+-.:.+--+c-+---+--+-c+ ·+ \ \ ' \ \ t ··-1--· I, ' -~-- I ' 'Q l • • DR.19(15818) -A I Sheet W-35 Of W-35 \ ., . ~'o\l\;""'").' l , ~~e,'rJ,,,__c , J'',U--1' • ',' __ .,;_ ,,_~= . .i:c~~. :;~-cc,-~ . '½, __