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HomeMy WebLinkAboutW_5308_S" ~ Q ,__I "' en . E & C) ~· § "' :g ~ " "" I 8 C) l I 8' -'' "' ~ -- ' ' ' ' CON$TRUCTION PLANS ·• FOR THE ' IRVINE RANCH WATER DISTRICT . • I ' '" ' ' i EACHTO AREA PR0JE~T1 NUMBER 12049 AND 3204 9 I -· • ' The Keith Companies C 5 ed H Avenue, Costa Mesa, CA 92626 (714) 540-0800 ROBERTS. REID, R.C.E. 49624 DATE MARCH 2002 ft . ~ . ___ ,. IRVINE RANCH WATER fl/STRICT APPROVED: /&\IINE RANCH WATER DISTRICT DIRECTOR OF ENGtNEERING AND PLANNING . GR ORY P. HE/ERTZ, R. .E. .33064 G1 OF 24 ,;;,, .... -----------------..---------------------......... ~------------' .. N 0 0 N -,,., "' 3: "O IIMIDEN GROVE ~ • N.T.S. ~~ORO ' .. ,·;:_;, .• .. ~-. . . .. ,---.,_ ~ ·-::~ . ., ., .... , GUNA · :,. BEACH .. !~ .. --•• ,.. •• ··-~ ~----";',_ "~ ~sMno 0 t~~ ·-;.) DANA -,~::_ -~·;.·!=i . . . . -~ . VICINITY MAP .. . . . . . . ' :- BENCH MARK JK-42-81 1.6 lllLfS SOUTHEAST AL<MG PAC/FJC COAST //IGHWAY (US 101 ALT.) FRO/J 1HE POST Off/CE IN CORONA DEL IIAR, 67 FEET NORTHEAST OF 1HE CENTfR /..JNf OF THE HIGHWAY, 45 FEET SOUTHEAST OF A IIANI/Otf, THAT IS BASIS OF BEARING ABOUT 2 FEET ABDI£ 1HE GROUND AND MARKED LBCIIV ltlTH A 6 INCH BY 6 FOOT 1£NT PIPE ON THE NORTHllfST SIDE: ()f THE IIANHO/.E, SET IN 1HE TOP ON TH£ llfST SID£ ()f THE 1,/ANHOIE, SET IN THE TOP ON 1HE 11£ST SIDE OF A CONCRETE CRADLE FOR A J6 INCH WA 1ER PIPE, THE BEARINGS SHO'lr1/ HEREON ARE BASEO ON THE BEARING BETll£EN O.C.S. HORIZONTAL CONTROi. STATION GPS NO. 7778 AND STATION, GPS NO. 7753 BEING N48'24'55"W PER RECORDS ON i F'ILE IN 1HE OFFICE OF 1HE ORANG£ COUNTY SURl£YOR. ABOUT 7 FEET LOll£R THAN 1HE //IGHWA Y. 1978 1.1.S.L. ELEV. = 122.366 SYMBOl/LEGEND - - -ROADWAY CENTERLINE _f'\_ SEWER OR STORM SEWER •• V MANHOLE ----PROPERTY -R/W LINE ® ISOLATION VALVE ---PROPOSED PIPELINE _ ~ _ PIPELINE CENTERLINE STATION -D.W.-DOMESTIC WATER LINE ~ AIR & VACUUM RELEASE VALVE -S. -SANITARY SEWER LINE -R.W.-RECLAIMED WATER LINE ~ BLOWOFF ASSEMBLY l!jl CATHODIC TEST STATION s.Q. _ STORM DRAIN LINE y WATER QUALITY SAMPLING i-FIRE HYDRANT o-P: STREET LUMINEER r ~ NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL JOl9, NO EXCAVATION PERMIT IS VAUD UNLESS THE FOLLOllfNG IS PERFORMED : 1. ""1(~ SERI/ICC ALERT HAS BEEN CONTACTED AND HAS PROWDED INQUIRY I.D. 1'--------- 2. TH£ UNDERSIGNED AGREES T0'C0NTACT AND OBTAIN AN INQUIRY I.D./ FROM ~ S£Rj,fC£ AtlRT (1-800-227-2600) AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COI.II.IENCEJIENT OF EXCAVATION. SIGNfD, ________ DA1F ___ _ DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG Pftnt6T£ fNGfNf ER!$ HPIICf IQ CQNWCIQB All UNDERGROUND UTILmES AND STRUCTURES, PRIVATE AND PUBLIC, SHOWN HEREON REFLECT A SEARCH OF ALL KNOWN RECOR[) DATA., THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND DAMAGE TO ALL STRUCTURES AND UTILITIES, SHOWN OR NOT, HEREIN. SiATION , ABBREVIATIONS ASBESTOS CEMENT PIPE A.C.P. A.R. AWWA A.C. B.C. 8.V. 8.0. C.F. COMBINATION AIR AND VACUUM RELEASE VALVES AMERICAN WATER WORKS ASSOCIATION I.R.W.O. L L.F. IRVINE RANCH WATER DISTRICT LENGTH LINEAL FEET "-i I ~ CLR. COMP. CL CP CSP CONC. CTS DIA. DI (DIP) D.W. E.C. ELEV. EXIST. F.H. F.G. F.L. FLEX FLG. F.S. G.B. GALV. G.E. G.V. HORIZ. INT. INV. DCA$1X; WA]IRNOTEB ASPHALT CONCRETE BEGINNING OF CURVE BUTTERFLY VALVE BLOWOFF ASSEMBLY CURB FACE CENTER LINE CLEAR DISTANCE COMPRESSION CLASS CATHODIC PROTECTION CORRUGATED STEEL PIPE CONCRETE CATHODIC TEST STATION DIAMETER DUCTILE IRON (DUCTILE IRON PIPE) DOMESTIC WATtR END OF CURVE ELEVATION EXISTING FIRE HYDRANT FINISHED GRADE FLOW LINE FLEXIBLE FLANGE FINISHED SURFACE GRADE BREAK GALVANIZED GROOVED END GATE VALVE HORIZONTAL INTERSECTION INVERT ! I A. All WA TE/f SYSID.I WORK 5t'ALL CONFORM TO THE DISTRIC1S "PROCEDURAL AND THE PROJECT MANUAL GU/DEi.iN£ IAND GENERAL DE~IGN REQUIRD.IENTS" AND "CONSTRUCTION MANUAL,• AS LAST REVISED. ' I B. 1HE DISTRf.lcrs ENG/NEERINGj OFFICE SHALL BE CALLED FOR INSPECTION FOUR ( 4) WORKING DAYS BEFORE S 1ilRT OF l'.ORK A~ (949) 453-5300 OR (949) 453-5615. C. A PREC~1RUCTION CONFEkfENCE OF REPRESENTATIVES FROM AFFECTED AGENCIE.S AND THE CONTRACT/()R SHALL BE HEL ON THE JOB SITE 48 HOURS PRIOR TO START OF WORK. I ' , D. 1HE WA TE!f SYSTfll SHALL BE STAKED BY 1HE DEVELOPfR'S ENGJNEER AT A MINII.IUI.I 50-FOOT STA TIONINq INTERVAL IF" THB(?E ARE NO EXISTING CURBS. £ ANY WA TfR SERI-ICE FOUND i TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMO',£[) COI.IPLETE~ Y AND REINSTALLfD AT THE PROPER LOCATION AT NO COST TO 1HE DIS1RICT. F. ALL IIAIN ~/NE VALVES SHAnL BE IIAINTAINED SO AS TO BE ACCESS/Bl.£ DURING TRACT DEVELOP/J/fNT, AND ALL VA~\.£" STEM TOPS HAVING OVER 48 INCHES OF COl£R IIILL REQUIRE AN EXTENSIONI AS PER DRA~d W-8. I I I ' G. IN RESIDENTIAL S1REETS, 7111 TOP OF 71/E PIPE, 10-INCHES AND SI.IALLER, SHALL BE A I.IINII.IUM Of 42-INCHES Ba W THE FINISHED STREET SURFACE AND 48-INCHES aaow FINISHED STREET SifFACE ON ALL P ,1MARY AND SECONDARY STREETS . H. ALL FIRE 1YDRANTS SHALL BE SET 1111H 7HE BOTTOI.I FLANGE 4-INCHES ABOVE 7HE CONCRETf PAD OR Slf)EWALK IIITHOUT ITHE USE OF SPOOLS AND SHALL BE LOCATED A IIINIIIUM OF J FEET F"ROI.I 7HE IECR OR BCR AT INTERSECTIONS. ' I I. ALL WA TfR MAINS 6-INCHESI THROUGH 12-INCHES SHALL BE CLASS 150, AWWA C-900 PVC, UNLESS NOTfD OllfERWISE. , I ' J. NO TAPS ~ OTHER CONNE(JTIONS SHALL BE MADE TO EXISTING DISTRICT WATER I.IA/NS PRIOR TO CONDUCTIN,G AN APPROVED f'RESSURE T[ST ON THE NEW WA T[R DISTRJBUTION SYSTEM. TAPPING Slff\.£"S S/IALL BE PRESSURE TESTED IN AN APPRO',£[) MANNER IN THE FIELD IN THE PRESENCE OF THE DISTRICT INSPECTORJ PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE IIAIN LINE SHALL Not PROCEED UNLES$ A DISTRICT INSPECTOR IS PRESENT. · K. WHERE ME1rRS AND I.IETER hoxEs ARE LOCATED 1111HIN SLOPES, TH£ ANGLE /JETER STOPS SHALL BE LOCA 7W SO THAT THE ~ETfRS AND BOXES IIILL BE PARALLEL AND FLUSH, RESPECTIVELY. WITH THE /ilNISHED SURFACE! I ' L. METERS SHALL NOT BE PLA<lED WITHIN ANY SIDEWALK OR DRI\IEWAY AREA. I.I. CURBS SH1LL BE INSCRIBED 11'.fTH A 'W" IND/CA TING LOCATIONS OF ALL DOMESTIC WATER SERVICES. N. INDIVIDUAL I PRESSURE REGUL1 TORS ARE REQUIRED BY THE UN/FOR/,/ PLUMBING CODE IF THE A 1£RAGE STA TIC PRESSURE )N THE MAIN IS EQUAL TO OR GREATER THAN 80 PSI. o. cuRBs SHfLL BE INSCRIBED I W11H TIE DOWN OF ALL VAL VE LOCATIONS BY USE OF A 4• GRINDER. ' ' P. 1HE CONmACTOR SHALL E~'.tOSf JOIN POINTS TO 1HE EXISTING WATER SYSTEM FOR VER/FICA TION OF LOCA TiqN AND ELEVA TIUff BEFORE CONSTRUCTION. TH£ CONTRACTOR SHALL ALSO EXPOSE ALL KNO'MI UTI~mES CROSSING 0R ADJACENT TO THE PROJECT PIPEUNE AND FACILITIES AND ADJUST GRADE AND ALIGNMENT OF THE PIPELINE AND APPURTfNANCES AS NEEDED. Q. FINAL INSP~CTION FOR WA ~~LINES MUST INCLUDE WATER SAMPLES THAT YifLl BE TfSTfD FOR CONDUCTl'1_TY. TURBIDITY. Ari,D OOOR. 11/E TURBIDITY MUST BE LESS 11/AN 2.5 NTU AND THE ODOR MUS! BE LESS THAN 1-0 TON, NOT TO INCLUDE CHLORINE ODOR, TO BE ACCEPTABLE. R. THE CON1RACTOR WORKING 0N 7HE JRl',f/ WATERLINES /JUST HA 1£ A VALID C-34 LICENSE OR A CLASS A (fNERAL CONTRACtORs LICENSE. S. CONTRACTOR SHALL OBTAIN ~ND SHOW PROOF OF A DEWA TERING PERMIT FROM 7HE STA TE OF CALIF"ORN!Af REGIONAL WA 1E/f QUALITY CONTROL BOARD PRIOR TO 7HE START OF CONSTRUCTION. i I MIN . MAX. NO. N.T.S. PCC P.E. PRC P.R.V. PVC R RED. RCP R.W. R/W R.W.G.V. s ss SCCP S.D. SHT. ST. STA. STD. STL. T.C. T.O.P. TYP. VERT. VCP w WATBI.CONS111JC110N ku!d MINIMUM MAXIMUM NUMBER NOT TO SCALE POINT OF COMPOUND CURVATURE PLAIN END POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE POLYVINYL CHLORIDE RADIUS REDUCING REINFORCED CONCRETE PIPE RECLAIMED WATER RIGHT OF WAY RESILIENT WEDGE GATE VALVE SLOPE SANITARY SEWER STEEL CONCRETE CYLINDER PIPE STORM DRAIN SHEET STREET STATION STANDARDS STEEL TOP OF CURB TOP OF PIPE TYPICAL VERTICAL VITRIFIED CLAY PIPE WATER 0--<!!!sTRUCT 12· AWWA C-151 DIP AND FlmNGS, CL 150, PER IRtlV SID. PLANS W-11 AND CP-10. (i}-CONS1RUCT 12" AWWA C-900 PVC PIPE, PRESSURE CL 200, 111TH DI FlmNGS PER /RIii) sro. PLAN W-11. ~CONS1RUCT 8" AWWA C-900 PVC PIPE, PRESSURE Cl 200, 111TH DI FlmNGS PER /RIii) sro. PLAN W-11. 0-cONSTRUCT 8" AWWA C-151 DIP AND FITTINGS, CL 150, PER IRWI) S1D. PLANS W-11 AND CP-10. ~INSTALL 12• B.V. PER /Rl',f/ SID. PLANS W-7 @-INSTALL 8" R. W. G. V. PER IRIID sro. PLANS W-7 ~INSTALL DI nmNG AND 1HRUST BLOCK, SIZE AND TYPE AS IND/CATfD ON PLANS, PER IRIIIJ SID. PLAN W-12. ©-INSTALL 1· AIR RELEASE AND VACUUM RELIEF VAL VE ASSE/JBL Y PER /RIii) sro. PLAN W-10. ~CONS7RUCT 10· AWWA c.:151 DIP AND FlmNGS. CL 350, PER IRIID SID. PLANS W-11 AND CP-10. @-INSTALL 12"X6" TfE, 6" R. W.G. V. (FLG. X FLG.), AND BLIND FLANGE PER IRWD SID. PLAN W-5. (6" LATERAL AND HYDRANT INSTALLATION PER SEPARATE PLANS) @-CONSTRUCT 12· AWWA C-900 PVC PIPE, PRESSURE CL 150, Wl1H DI FlmNGS PER IRWD SID. PLAN W-11. @-INSTALL TEMPORARY END OF LINE BLOWOFF ASSEIIBLY PER IRWD SID. PLAN W-9. ~INSTALL TWO IIIRE TEST STATION AND TEST BOX. PER IRWD sro. PLANS CP-1 AND CP-6. @-INSTALL 12 PAIR, NO. 19 AWG SHIELDED AND FILLED TELEME1RY CABLE IN DOMESTIC WATfR PIPE TRENCH, PER IRWD STD. PLAN E-02, AND IRIIIJ SID. 16650. @---INSTALL BELOW GRADE TEl.EIIETRY CABLE PULL BOX OR ABOVE GRADE TERI.IINAL BOX PER IRWD SID. PLANE-OJ, E-04, E-6 AND E-07 &'INSTALL 10• R.W.G.V. PER IRIIIJ SID. PLANS W-7, AND CP-11 FOR METAWC PIPE SECTIONS. ~REl,IOVE TEMPORARY END OF LINE BLOW-OFF AND JOIN EXISTING PIPE. @-INSTALL D.I. FITTING, SIZE AND TYPE AS IND/CA TED ON PLANS. ~INSTALL 10• B. V., Cl J50, PER IRWD SID. PLANS W-7, AND CP-11 FOR I.IETALLIC PIPE SECTIONS. OUAN 1111# J4 L.F. 3805 LF". 11 EA. 3145 L.F. 14 EA. B EA. 4950 l.F. 5 EA. 2 EA. 2 EA. 7 EA. 3 L.F". @)-CONSTRUCT to• AWil/A C-900 PVC PIPE, PRESSURE CL 200, 111TH DI FlmNGS PER IR\tf/ sro. PLAN W-11. 61 L.F. ~ LL IN LINE BLOW SSE/JBLY, PER /Rllf) sro. PLAN W-22 ... --~ I EA. /@-INSTALL s• 8 .. , CL 150, PER IRIIIJ S . ANS W-7, AND CP-11 F"OR METAWC PIPE SECTION ~ \~...._,~~ .. ~~-.., . tEC et-,,WA1ERCONS111JC110NNQ-ifl OUAMiu a @--CONSTRUCT 8" AWWA C-151 DIP AND FITTINGS, CL. 150, WITH PURPLE RECLAI/JED WA JE'R I/ARKING TAPE, PER /RIii/ SID. PLANS W-11 AND CP-10. @)-CONSTRUCT 8" PURPI.E AWWA C-900 PVC PIPE, PRESSURE CL 200, IW1H DI F'ITTINGS PER IRWD S1D. PLAN W-11. @-;:;;:-INSTALL 8" R. W.G. V. PER IRWD sm. PLAN w~ 7, AND CP-11 FOR METALUC PIPE: SECTIONS. @-INSTALL DI FITTING AND 1HRUST BLOCK, SIZE MID TYPE AS INDICATED ON PLANS, PER /RIii) S1D. Pl.AN W-12. ~INSTALL ,. AIR REI.EASE AND VACUUII RELIEF" VAL'tf" ASSEMBLY PER IRWD sro. Pl.AN W-10. @-INSTALL CONCRETE SI.OPE ANCHORS PER IRWD STD. PLAN S-11 ®:*-:-INSTAil TEMPORARY END OF LINE BLOW-OFF A5,£MBL Y PER IR\IV sro. PLAN W-9. @-INSTALL 00 IIIRE TEST STATION AND TEST BOX, PER IRltfJ SID. PLANS CP-1 AND CP-6. ~INSTALL DI BLIND FLANGE FOR FUTURE COIINEC710N. @-REMO\£ TEMPORARY END OF LINE BLOW-OFF AND JOIN EXISTING PIPE. ~CONSTRUCT 8' PURPLE AWWA C-900 PVC PIPE. PRESSURE Cl 15/J, 1111H DI FlmNGS PER IRWD sro. PLAN W-11. 155 L.F. .39 EA. 8 EA. J EA. 1 EA. 2 EA. 12 EA. 2 EA. 1840 L.F. aF~::.J~~,ri:E IECL.1' ffD WA7ER l«>l@ ,_ (m....lNSTALL 4• R.W.G.V. PER IRWD STD. PLAN W-7, AN. D CP-11 FOR METALUC PIPE SECTlvON,:-:S-~........, ~~ • ~-'® il,1'fAtt 4' B. •'., et. £50, /'ER /RIie S'@. PLA/1 II' 7, lrl4B CP 1' FBR ICFAtlX PIPE SEC'fl6N5. EA. 1. ALL OFF"-S/TE RECLAIMED WA TfR SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE 111TH THE REQUIREMENTS OF THE DOMBSTIC POTABLE WATER SYSTEMS. ' I ' ' 2. RECLAIMED I WATER PIPE SHAllL BE PURPLE AWWA C-900 PVC PIPE, EITHER CLASS 150 OR 200, MARKED A~ REQUIRED BY Dl~TRICT STANDARDS TO IDENTIFY IT AS RECLAIMED WA TfR. WHERE DIP IS USED, W(1H 1HE APPROVA~ OF 7HE DISTRICT, IT IIUST BE 1./ARKfD 1111H PURPLE I/ARKING TAP£ 3. ALL 1-INr.14 AND 2-INCH COf' PER SERVICES SHALL BE 'NRAPPED CON'TINUOUSL Y IW7H PURPLE MARKING r~PE F"ROI.I END rq END. 1 EA. '®-INSTALL 8" 8. V., CL. 150, PER IRWD S1D. PLAN W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. ~ 1J EA. @--INSTALL 8' B. v., CL. 250, PER IRWD sro. PLAN W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. J EA. -~"-~--~-~~.......,A~- ~ ~fESS I 0l'.-t (£;> \. .. , t ,p <')\ ~ " (' @', v:, ~ ,,..,,. ;;.--c:;-~ 0~ ~ !;;J No. 49624 NOTf: All WATER LATERAL CONNECTIONS PER DE\.£"LOPER CRYSTAL COVE STATE P89i£cr ur.ATIQN; SOUTHE:ASr AND SOUTHEAST CORNER OF CRYSTAL HEIGHTS DRIVE AND ARCHIPELAGO DRIVE NEWPORT COAST, CA (IN UNINCORPORATED ORANGE COUNTY) NOT£: PARK SE£ ORANG£ COUNTY THOMAS BROS. THOMAS GV/0£ U4P, 1998 EDITION, PAGE 920. LOCATION MAP N.T.S . UTILITIES SO. CALIF. EDISON (DISTRIBUTION) GENERAL TELEPHONE SO. CALIF. GAS CO. IRVINE RANCH WATER DISTRICT INSPECTION COX COMMUNICATIONS THE IRVINE COMPANY UNDERGROUND SERVICE ALERT COUNTY OF ORANGE-CONSTRUCTION (714) (714) (714) (949) 895-0426 375-6701 432-6038 453-5615 (949) 240-8828 (949) 464-0856 1 (800) 227-2600 (714) 567-7838 ~'--.----=SHEET INDEX '-.. SHEET G1 G2 G3 G4 G5 W1 W2 W3 W4 W5 W6 W7 W8 R1 R2 R3 R4 RS R6 R7 RB R9 R10 R11 TITLE -----------~ --------------1--1 TITLE SHEET INDEX SHEET KEY MAP TELEMETRY SCHEMATIC CONDENSED PROFILES DQM£STIC WATER ARCHIPELAGO DRIVE -PLAN AND PROFILE STA. ARCHIPELAGO DRIVE -PLAN AND PROFILE STA. 19+67.12 TO STA. 28+50.00 28+50.00 TO STA. 38+00.00 ARCHIPELAGO DRIVE -PLAN AND PROFILE STA. 38+00.00 TO 48+00.00 REEF POINT DRIVE -PLAN AND PROFILE STA. 10+50.00 TO 18+01 .97 WHALERS BLUFF -PLAN AND PROFILE STA. 10+34.33 TO STA. 18+50.00 WHALERS BLUFF -PLAN AND PROFILE STA. 18+50.00 TO STA. 27+50.00 REEF POINT DRIVE -PLAN AND PROFILE STA. 27+50.00 TO STA. 37+00.00 -REEF POINT DRIVE -PLAN AND PROFILE STA. 37+00.00 TO STA. 44+64.87 RECLAIMED WATER ARCHIPELAGO DRIVE -PLAN AND PROFILE STA. 19+80.95 TO STA. 29+00.00 ARCHIPELAGO DRIVE -PLAN AND PROFILE STA. 29+00.DO TO 38+50.00 ARCHIPELAGO DRIVE -PLAN AND PROFILE STA. 38+50.00 TO 48+00.00 REEF POINT DRIVE -PLAN AND PROFILE STA. 10+17.00 TO STA. 18+50.00 REEF POINT DRIVE -PLAN AND PROFILE STA. 18+50.00 TO STA. 27+50.00 REEF POINT DRIVE -PLAN AND PROFILE STA. 27+50.00 TO STA. 36+00.00 REEF POINT DRIVE -PLAN AND PROFILE STA. 36+00.00 TO 46+00.00 REEF POINT DRIVE -PLAN AND PROFILE STA. 46+00.00 TO 51 + 19.08 . WHALERS BLUFF -PLAN AND PROFILE STA.11 +00.00 TO STA. 20+00.00 WHALERS BLUFF -PLAN AND PROFILE STA. 20+00.00 TO STA. 27+00.00 ZONE D-C RECLAIMED WATER PRESSURE REDUCING STATION -qC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 8L __ _; ___________________________ ~~~~-r---------+-----i----------.--------r--------------------:~--.-------~::::=::::::_ ___________ ,.. _____________________ ..... _.;... ____ I ~ 1-.:...;N;:.O:.,.. -=:DA~TE:.....~--.:..:R.=E.:..:Vl-=S:..:/O..:...N.=S __________ -r'.,,A_P_P_R_O,~:-"''£r0:..1 DESIGN: ll<l1o Q. DFA/AM C : • H Tl<C PRO,/Ef;j ENG/HcER IRVINE RANCH WATER DISTRICT i l-'-:~~6/,71J~Vi~02:...+REW:::::.:.c:=SED=-:-=OU=A:.::N:..::TI~71£=S=Fl:-=OR=N-==OTE=J=, :!5,-:-A~ND=7=-------trrtJ~.;(~"--'l-;:;-;::;-:t;-:--;---I T h e Ke i t h o m p;,':, a n I es I c _::_ R.c .• ~21!4!' o 7/17/02 ADDED CONST. NOTES AND REWSED QUANUTIES DRAWN; ._!, ?/_ .,,, 8 YMY/AM .. -, Jt,,e.,v -mVINE RANCH ~ 1--1----1---------------.-------+-------1 CHECK: 2955 Red Hill Avenue, Cd~ta Mesa, CA 92626 (714) 540-0800 filTER DJS'fflICT INDEX SHEET SH£ET G2 OF -1---1-----J.-i---------------------t------i R"'R fll!\W l'RJNCJPAL ENG/1'/gR ~ L-1... __ .,_ ___________________ ._ _____ ,.__.,....,_,_ ... ________ ""'!" ____________ ...,.._ ______ .... _..;&.~c-it!-l~..;'t'l-:'· .. Kt .. " ,·_-tJP .. ··------R-:c ... E. .... :1.19.,;za ________________________________ .._ _____________________ ..... _____ __. CRYSTAL COVE-PHASE 2 DOMESTIC AND RECLAIMED WATER TRANSMISSION MAINS 24 SHffTS -=--=-= D ZONE 2-4 I j ...____,___-L_l__J_j_,_-1.- I ---------=--!---- ------ I , • ONfC MMTER REDUCING ii SHT.\W SHT.,,, ___...,,. OUNEs BLUFF ~Ll _/ .. TWILJGHT BLUFF ~ ------------==--___... 111 J_~L • : I PACIF1C ICOOT HIGl4lfAY = == = ---1== - DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS !IEFORE YOU DIG l/NDERGROl/ND SERVICE ALERT Of" SOUTHERN CALIFORNIA APPROVED DESIGN: f ~N~O~. _QDA~TE~·,---_!:.R'E:_E~Vl~S.1_:IO~N'.:::S,___ _________ T----7 OF A/AM J h 8 K-e1 it h Co~ pan i es ~ f==l====±=========:==================t========,tDO/R~A~WiN:'N:7• '~ rn~M JL1-:±====i=========================~~======1 Ci-JECK: -RSR ~ 2955 Red Hi11 Avenue, , C~sta Mesa, CA KEY MAP C 92626 (714) 540-0800 f=t .. -,. IRVINE RANCH FATER DfSTl/lCT ' I !!WFr ----------------\ TKC R.C.E. 2 64!> CT MANAGER 3 PRlNCJPAL ENGi.NEER . 31926 I IM/N ------ IRVINE RANCH WATER DISTRICT ~ CRYSTAL COVE -PHASE 2 DOMESTIC AND RECLAIMED WATER TRANSMISSION MAINS -200 0 ~· GRAPHIC SCALE 100 200 '°° I ' j ( IN FEET ) 1 inch = 200 ft. KEY MAP 800 I SHffi G3 or 24 ,SHEETS ~------------=-:__ -- Tr-----~ ((~ ~ ) y CAfJIN[T SITE I I I i/ i, .---------- /r_ <_===;r==;t:::~ ' ....-----: ' i=-- 1 --~-L__j___L_L_j DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UN'DERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA r I .. __,__J_.----, - I I I I v--"--,,• APPROVED DESIGN: {l_!::N~O'.:,.. ·~0A~TE=-,-___ !5.R5..E.::_:Vl3..S~IO~N'..::S~---------T:---=J DFA/AM }:he Keith Co,hipanies g·-~-f---------~-----1-~=11DRA~7 I ~ 1-~-f~-t-------------,-===]DRAWN: ! YMY/AM ~1-+---+--------------i----7..,._,=-:-;---, it-_J_---J _ _;__ ______ ----,--~-1 ---=i CH[CK: RSR 2955 Red Hill Avenue, Cosio Mesa, CA J / --...,__~_,__-J._ _ __,/ 0UN£s BLUFF KEY MAP 92626 (71.4) 540-0800 H ___ , IRVINE RANCH WA'J'EII D/5'/'JIICT \ \ • DAT¢ ' TKC PROff,T ENGINEER 'i/t.t.h(L R.CL 216 .. TKC PROJECT MANAGER '3/t•liz. R.C.E. 49624 • I WD PRINCIPAL £NG/NEER 'f • '( -t) L R.C.E. 31926 Tfl£MURY CABLE BY OTHERS . IRVINE RANCH WA I ER DISTRICT CRYSTAL COVE -PHASE 2 DOMESTIC AND RECLAIMED WATER TRANSMISSION MAINS GRAPHIC SCALE -800 -200 0 , .. 200 I ~ , ' I ( IN FEET ) 1 inch -200 ti. SHEET • TELEMETRY SCHEMATIC G4 OF 24 SHEETS " .c 'O ::, .0 J >, <Il E c.. ..., ~ >N ~ >N 0 0 N ~ "' ~ ::, ..., "' ,. 'O d ,0 0 0 ,. . "' .... c.. b :;;: 0 'b 0 ~ m >N "' ~ <. "' 340 320 300 200 540 520 500 ,480 480 440 420 400 380 380 340 320 300 r ,vr-. r.S. ., ' " 20+00 22+00 24+00 26+00 28+00 30tOO 32+00 34+00 36+00 12" ZONE 2 DW (HGL 472) -ARCHIPELAGO DRl'JE ' F "' r ltFI> >1~r- . . ' IAIR ,,fi II AS Eti,,IB y , l"'f'!T' ' ' • ,✓ le: ..... -1" " ~ ·---_.,, PR lP, .S. r •1ER 'IPE· . .,, ' \ '" yAr " " CTI: ~ SSEI BLY ' "T<o • ~ ~· ~ ' ' • ' ~ 11 BLOW "lFF ~ AS ;EMc y \ , ,..,EM jl Y.,,.-, ' ~ ~ ~ )~ ' ~ilill ' I ' \ \ /. ' --.,, I,~ ~ M, .v. i"PT< ~ .... ·- .,., 320 300 260 k;;:;; B . i. I ~ 10+00 i 12+00 14+00 16+00 18+00 2o+00 22+00 24+00 26+00 28+00 30+00 32+00 34tOP 36+oo , 38+oo 40+00 42+00 10" COASTAL.ZONE 4 DW (HGL 876 MAX. DYNAAtf/C HG4 1025) WHALERS BLUFF/REEF POINT DRIVE 240 . PRO . F .. 0 220 200 1e0+~G- 10+00 12+00 14+00 16+00 18+00 12" ZONE 2 DW (HGL 472) -REEF POINT DRIVE NO. The Keith i I . I . Corttpan,es DRAWN: [Lj~~7'[_1/1~8/i~02~R~E\'l~SfD~!!_~_.!R!!:!.W~.G.~V.'.:.._, ~TD~B~.F.:_".,V.:._i. FOR~~D-:!W·:...!.AND~~R.~W. _____ --jr:.___7'..:,___1 YMY/AM . ' ! i . ' ! . . L_j_ __ .j_ ___________ ~---t-----_CHtCK: 2955 Red Hill Avenue, ' Costa Mesa, CA ' 92626 (714) 540-0800 RSR 520 500 4SO 480 440 420 400 380 360 340 P.C.150 320 300 280 260 240 220 P.C. 200 200 ow bFF _y ·--= I ~ ' - 1520 500 ,480 44+oo 440 420 400 380 360 340 320 300 H .... , IRVINE RANCH fATE// DISTRICT ..,..,-:: ,J{)II\J 11'R ~ V EXISTING ...--:: 160 10+00 12+00 STEV£N L MALLOY r n, 520 .. ~-,. LMBL l ) ~ ---"" A.., ~ ~ 't '? R I,';.;.:" l v~ ... ~ ~ ff• R W.G,I. L ~ I -"' 'II I " ........:::: -_..,440 MBLY ~ .,. 10 .~.v. ASSI . i/4 420 ~ .... /4 400 ? r u • '11" • l.S, . 1.......-::; 380 PROP. ~ ... F.S. OVER PIP !" /4 360 . ~' ~ .... AO, \ /4 340 > ~ r ,.,.i ~ ,, . 320 . ,v -" ---• _.j • 12.1 -~ . rv ---v., 1 1 I 300 ---~--. ~ ~-Ii\. [7 A II 11hr II I~ I'\.... ,..r SSE! BLY _L.--::; 280 b::: i::-- L l---::: - 260 i;...-I'S fj_ ~ •. :v_,. ~) I~ L---:.:: "\ -"' 240 r ~ --:--h 220 . -:;;;. 5. ' . .V . -L ~J , ) .......-:: ~ ! , -1 ~ 200 .r, '"'-/1\ .r 180 400 380 360 340 320 300 280 260 240 220 - ---- ,- Pl OP. .,,. ,.,....~ ~ .... 20+00 22+00 R .. £. 4962 . 'ST'f ffl '11: 71 ~~'ill 8" ZONE C RW (HGL 620). -REEF POINT DRIVE Al VA'ffl "" "' .S. I DVER PIPE· i\ ASS MBL \ .......-::: -~ I~ , • I ... r-.....: :::::--- ); ~ ~.F.I -l 0 i\ 'I 8" • " l ~ ~ r B. /) ---~ , R \I, f'l 11 a ~ lh 8"1 . . ~ A,SEM EJLY . . .. ~ ~ • ·•· ~- ... ~ "_& ./ • 7, "" -'1' ~ .. "-=C -a.r.,'-'..:'" .... I-8 i:::::,...._ ., . -...... ~ . - .1!~"200 24+00 26+oo 28+00 30+00 32+00 34+00 36+00 38+00 40+00 42+oo 44+00 46+00 Bw ZONE C RW (HGL 620) -ARCHIPELAGO DRIVE 340 320 300 10+00 12+00 14+00 16+00 18+00 2ot00 22+00 24+00 26+00 28t00 8" ZONE C RW (HGL 620) -WHALERS BLUFF ~--- 48+00 400 380 360 340 320 300 280 260 240 220 SCALE• HOR.•1'•250' VERT.:1'•50' SHEET G5 IFMNE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 2 DOMESTIC AND RECLAIMED· WA IER TRANSMISSION MAINS CONDENSED PROFILES Of 24 SHEETS 160 -I .. I 19+00 20+00 21+00 22+00 . . ' CONSTRUCT 1211 COAST AL i 17 BEGIN CONSTRUCTION CONNECT TO £XJSf. I :t' STA. 19+67. 12 = STREET STA 19+ 79.87 N 156279.5099 E 79751.Jt66 / I J I -~--;---~-~ X -~,---..~ ~ .,,, C -----~ -0 \ I CRYSTAL HEIGHTS DRIVE: ZONE 2 (HGL 472) DOMESTIC WATER MAIN STA 20+42.9 t INSTALL t:t'-11.25" BEND l STA. 20+89.20 INSTALL 12"-11.25' BEND 7 STA. 21+38.46 7 l-"'ST,"-'~'--"19c,.+=87='.3'--'1~,....,,== INSTALL I :t' -11.25' BEND -.f(. unuTY SLEEVE (1YP.)--" STA. 20+98.77 lO = ST. STA. 21+12.53 STA. 2J+03.95 ~---------< 7 (\J 0 c:, (\J INSTALL· l:t'X6" TIT, ft' RWGV, JJID BLIND FLANGE FOR FUTURE FIRE HYDRANT &~ l..tEDATA BEARING -l STA. 22+47.72 i INSTALL 12"-11.25' BEND -~:-~~--. STA. 0HJ4.37 • ¼. INSTALL 8"-22.50' BEND : 7 \} STA. 01+47.44 ) INSTAl'f-8"-22.50' BfND 7 .,_ c:, ->, :, -, 0) ., DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG Lt L2 S70'25'4ft'W S4'1'55'4ft'W 01+56.30 ~ ARCHIPELAGO DRIVE ·\,~s;i . ROFIL.E • THIS ~Jfrt_ L A 12 ... , • (()CVCLOPCR C0$1) J) ~....,,..._,..~~...,,.., ~ ui M 0 c:, ;,, UNDERGROUND SERVICE ALERT OF SOO!liERN CALIFORNIII APPROVED DESIGN: ~ hN.=-0.:,.. --=,Dc..:A..c,.TE=--, ____ R_E_VI_S_I_O_N_S..,----:-=c=:-.-:--:--=-:-:-;:::-:-:=:=;--,c,~--::; G 1.L..u..i...:6:'.!.V..:.:13z._V0=2:...i.::R£:::L:::OC4:::::1E:::.D..:&:...:R=EVl:.::S=W::..::D·::::W·:...:LA::.:T:..:A::....!:(5:::UR-=-~=RA.:cY)~&-=-LA::..T_:_C_._(BOA==TIM.::.:...:.N.::.:S)'-,P-':u.!:_::_,_.J<::__:_➔--------,---I ), REVISED PROFILES 7. DFA DRAWN: Al---+----+==;._:_==;::__------------------t---------1 / gl----1------le---------------------------,t----------t YMY -(J\1---1------1-------------------------t--------t ~ -1----1-----1----------------------------t---------t / CHEJCK: RSR ~ The Kei_th Companies C I : ' 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-08DO ,:, /', / / / / / , H .. -, IRVINE KANCH WATER J)JSTRJCT -- STEVEN L. MALLOY I0 STA. 25+79.14 = ST. STA. 28+09.13 INSTAU 1 t' X6" TEE, o' RWGV, AND BLIND Fl.ANGE FOR FUTURE FIR[ HYD/Wff STA 24+06.67 10 = ST. SA 24+35.64 INSTALL 1t'Xo' TE£, o' RWG'I, JJIO BLIND FLANGE FOR FUTURE FIRE HYDRANT STA. 23+60. 18 INSTALL 1 -1 1.26' B£ND 7 STA. 24+08.67 7 INSTALL 12" -11.25" B£NO STA. 24+39.18 BC 25 CONS I HUCT 12" COAST AL ZONE 2 (HQL 472) DOMESTIC WATER MAIN \ \ BOATMANS BLUFF I • (D£V£LOP£R COST) '} Ot+J9.30 • ~ STA. e, /39.lii <. LATERAL C 27 _ 24' V II t-'-t-''-t,:,·-::-11 ---~r;:J:;~r;:;i;r-~l-------II ~II II -UTILJTY SL£EV£ (rYP.)_/ 26+2J.08 - STA. 26139.58 ARCH . 1+00.00 -LA INSTALL 1 t'XB" TEE LAGO DR. OW C STA. 24+JJ.52 -MCHIP£LAGO DR. OW= STA. 1 +00.0D -LATERAL B (SEE PROFILE 5Hf:£T W2) \ 0--CONSTRUCT 8" AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH DI FlmNGS P£R IRWD STD. PLAN W-II . ~INSTALL It' B.V. PER IRWD STD. PLANS W-7 ~INSTALL 8" R.W.G.V. PER IRWD STD. PLANS W-7 <zr='.-1NSTALL DI FITTING AND THRUST BLOCK, SIZE AND TYPE AS INDICAT£D ON PLANS, PER IRWD STD. PLAN W-I 2. · &1NSTAU 12"X6" TIT, ft' R.W.G.V. (FI.G. X FLG.). AND BLIND FLANGE PER IRWD STD. ®-PLAN W-5. (6" LATERAL AND HYDRANT INSTALLATION PER SEPARATE PLANS) CONSTRUCT I :t' AWWA C-9{)() PVC PIPE, PRESSURE CL 150, WITH DI F1TTINGS PER IRWD STD. PLAN W-11. @-INSTALL TEMPORARY £ND OF LINE BLOWOFF ASSEMBLY PER IRWD STD. PLAN W-9. ~INSTAU 12 PAIR, NO. 19 AWG SHIEWED AND FILLED TELEM£TRY CABLE IN DOMESTIC WATER ®-PIPE TRENCH, PER IRWD STD. PLAN E-02 /WD IRWD STD. 16650. R£1o/OVE TEIJPORARY END OF UN£ BLOW-OFF AND JOIN EXISTING PIPE. STA 27+78.56 ARCHIPELAGO DR OW STA. 1+00. 00 -LATERAL D INSTAU 12" XS" TEE (SEE PROFILE SHEET W2) - D£LTA 1 05°38'29" CIA£DATA RADIUS L£NGTH 271.3.00 2.87. IJ TANGENT IJJ.67 INSTALL 1 t'Xlf T£E (SEE PROFILE THIS SHEET) 12 STA. 0 +58.57 '-LAT.f:RAL D / / FOR PROFILE SEE . I / / SHT. W2 ~ CLIFFHO(Jpr 0 2 98'31'25" 543.00 933.72 630.44 ROCKSHORE BLUFF STA. 01+55.JI -LATERAL B S£E PROFILE THIS SH£ET IRWD PRIIICJPAL DIG/NEER R.C.E. :51926 12 // ... ARCHIPELAGO DRIVE IRVtNE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 2 DOMESTIC WATER TRANSMISSION MAINS "C dlUFF GRAPHIC SCALE 20 .. .. ( IN FEET ) 1 Inch = 40 tl. ARCHIPELAGO DRIVE PLAN AND PROFILE FROM ST A. 19+67.12 TO ST A. 28+50.00 160 SHEET wt Of A SHEETS .'2 .s:: "l5 ·:3 .l:l I '->, "' E'. 0 0 M 0 -ru 0 0 ru ,.._ - LO ;), 9 ..,, DIAL TOLL F'REE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE N...ERT Of" SOUTHERN CALIF"ORNIA IO STA J1+6J.51 = ST. STA. J/+81.95 INSTALL 12"X6" TEE, 6" RWGV. AND BLIND FLANGE FOR FUTURE RRE HYDRANT • STA. 28+ 71.52 1 O = ST. STA. 28+96j95 INSTALL 12"X6" TE~ 6" RWGV. AND BLIND FLANGE FOR FUWRE FIRE HYDRANT T/C ---- CONSTRUCT 12• COAST AL ZONE 2 (Hal 472) DOMESTIC WATER MAIN - FUTURE DOMESTIC WATER STRUCT J4.00 L.F. OF T/C C-151 DIP, CL 200 COASTAL ZONE 2-4 PUMP STATION SITE {8Y OTHERS) PR12050 /NV, 3/5.62 -=',Cj-c-;§f~:\\ ~ ..., :,~~ tr--• -~l'-::-"':, __ -, -"' ,,. ·>-~ ~ ~ 10 STA. J4+6C. = ST. STA. J4+71.91 INSTALL 12'X6" TEE, 6" RWGV. AND BLIND FLANGE FOR FUTURE FIRE HYDRANT ARCHIPELAGO DRIVE SLEEVE " • ..._ ~ -.::::::: l STA. J5+J5.69 ...._ INSTALL It' 1ff STA. 35+40.00 8 l-',J=Ns"'rALL~~1-a", =A,~R-&::--~ VACUUM RELEASE VALVE" STA. 36+ 11. 43 -ARCHIPELAGO DR. . + . E INSTALL 12' X ti' CROSS (SEE PLAN &: PROFILE SHEET WS) STA. 36+40. 02 EC STA. 36+6J.47 l INSTALL lt'-11.25" BEND 7 STA. 37+ 10.37 INSTALL 1 t' -11.25' BEND STA. 37+56.2 IO = ST. STA 37+69.01 INSTi-Jl. 1t'X6" 1ff, ff' RWGV. AND 8/JND FLANGE FOR FUTURE FIRE HYDRANT ZONE 2 DW 4/A/N (REFER TO Dfl/EI.OP£R Pt.ANS) TELB£lRY CAA E E SHEU W5 PIAN &: PROFILE T8..EMETRY CARI F -- STA. J7+58.4J 7 INSTi-Jl. 12'-11.25' BEND WAJER ~ 0-cONSTRUCT 1:t' AWWA C-151 DIP AND FITTINGS, PRESSURE CL 200, PER IRWD sm. PLANS W-11 AND CP-10. ~INSTALL 12" 8.V. PER IRWD STD. PLANS W-7 0-msTALL DI FITTING AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PLANS, PER IRWD STD. PLAN W-12. ©-=-1NSTA1.J.. 1 • AIR RafASE AND VACUUM RELIEF VAL VE ASSEt.lBL Y PER IRWD SID. PLAN W-10. @>-1NSTALL 12'X6" TEE, 6" R.W.G.V. (FLG. X FLG.). AND BLIND FLANGE PER IRWD sm. ®-PLAN W-5. {6" LATERAL AND HYDRANT INSTALLATION PER SEPARATE PLANS) · CONSTRUCT 12' AWWA C-900 PVC PIPE, PRESSURE CL 150, WITH DI FITTINGS PER IRWD sro. PLAN W-11. ' @-INSTALL TEMPORARY END OF UNE BLOWOFF ASS£MBLY PER IRWD STD. PLAN W-9. ®-=--INSTALL TWO WIRE TEST STATION AND TEST BOX, PER IRWD STD. PLANS CP-1 AND CP-6. @-INSTALL 12 PAIR, NO. 19 AWG SHIELDED AND FILLED TELEMETRY CABLE IN DOM£STIC WATER PIPE TRENCH, PER IRWD STD. PLAN E-02 AND IRWD SID. 16650. ctfiVEDATA DELTA RADIUS LENGTH TANGENT 1 98'31'25' 543,00 9JJ.72 6.J0.44 GRAPHIC SCALE .. 0 ~ 20 I .. i 80 I M gl------------------------------"'T-:-=~~--r--------r----..... --------,-------,r------------------~=-,----=------------:---------,r----------------------.-------1 ~ NO. DATE REVISIONS IRVIIE RANCH WATER DISTRICT t 6/IJ/02 REVISED 8' D.W. LAT. C 10 BOATSUAN BLUFF APPROVED DESIGN: fl'.)E DFA Companies ( IN FEET) 1 inch -40 tt. -~1-i.A~'.!.'.:~~~:::'.:::~-.:'.:::...::'.:.'.:....:::.....:.::::...::::::.::=::...:::::::.:_....:... ____ :..J.J~9L.J=c=:..._ __ -f-:::-:::--:-:;;-;:-;---I ~l--+----+----------------------t---~---1 / 8l--+----+----------------------t-------1 ~1--+..---11----------------------t-------t The Keith DRAWN: YMY CHECK: ' ' 2955 Red Hill Avenue, Co$ta Mesa, CA 92626 C H ROSERTF. $££1,/AH .. -, (714) 540-0800 fl/VINE RANCH fATEB DIS'!BJCT r.i.l'flffl EJ,/GJHEER 6/ ARCHIPELAGO DRIVE PLAN AND PROFILE SHEET W2 OF 24 ~1--+----1--------------,------------t------'t fL..J--...I.-----------------.L...----.L---..L---------r"-----------"------....1-------------------_.., ____________________ .,_ __________________ _.~----..J RSR 1R1!10 Pff!NCIPAL oNGINF:E:R STEVEN L. W,.LLOY R.C.E. 31926 CRYSTAL COVE-PHASE 2 DOMESTIC WATER TRANSMISSION MAINS FROM ST A. 28+50.00 TO ST A. 38+00.00 SHEfTS " C ., 0. I L >, "" • £ 0. 0 '" tf) (\J 0 0 (\J lD 0 I : i _-1. _-·r: ·:·,·. ---'.• . ,, -. . . . "'-.~·-,··,'• ,. 38+00 39+oo ~:: ·.-:t --• ~··•-•,-... --,--' ;-·-·-".r. -.. -,,.~ I _,. -}-' I. -v ""(•---· ··-··-' -··f ~-- I -' ·- .•• )~-;;', "~~-..•~-, 40+00 41+00 42+!00 ' -~ R;-- CONSTRUCT12'COASTAL ZONE 2 (HGL 472) DOMESTIC WATER MAIN ------=-------±-=-i--L-.. -i--- 7 STA 42+98.94 -i/RCHIPEI.AGO ORI~ DW = ii. 1+ .00 1 INSTALL lt'Xd' Tff (SEE PROFILE THIS; SH££T) 43+00 . . . . -~:r~· -l-:...· t "'"!?'t,i< " -·-""'-"'" .;:•---:- '·· .J. " , ,. ..,,__, -. ' • •-1--1 ······+ ' ' ' -'!··· ~·--::--~-· -· ' ) ' ~--~-,. --, .,-__ ," . ---j -j . .,,.,,c-,·=· :)~i-~t~~i .. ' _- ,, --•· ,,c-.-.·yn·,· .J· • ~ _:· ---=bJJJiJtJ:~-i·---~-,)::_ - ":-<.: .-·.'. --.,,, __ ,_~"\,,;,:;;'f,,'-<)',,J--:.:c·-~,-;'.iJ~~~:;.:_., ., >'~•·· •• -~-...... "" . ' ' -:--,; . ' 7:;_,t"4_,: r . , -, .e. ., ·r --·"·-~ ···7·;~"'; _1_ -.,.•-~•, -·\-, .. ; ·;:' :~~~--"J :-1~~_{;_, __ .j .. ·-.1 .... -~ ,;·-~i~~-'. --"· ,.-.~:~~--~-- ~ )-. -~ • ··•·····.•··ii ,l.fthh~~1 .. : ttL ;_:.--'1•-:.'".··.~ ··\·-1,C·-1-----l"'SESi.c ,s;t~;;-lc-d:i~. . -· . ·:;;·•J -~ --- .,_,;;.,;1_;, •• 1.4;.c;,;1;;;;;.r~;;;,,.1;;';,.,.;;;.;,,,,;;;;_;.;;F;:,,.;;;;,Jt'~-;",.•~:,;·!,;-~t;,. ~:;-~--tc.,l:).·'.:-If ~)~:, .:: ·j: ~.~~~-1 -• -• __ _, .. - ":-·· ·-'-· •-f"••-- . ~~ ,- ' . 1 " ,..,.., r " I-" . /. --·_I-···1-·-·-t-:-~-- : •, -• ·; • _-____ __,, . .,-~ __ t." ............................... _____ ,_ ... .., _, . PROFILE HORIZ. 1' = 40' II I ·!--• ·, •~• -~.\ __ ,. L=:~ .l.-,-~~,~-·-,:.i.,~---~;, --~:l~~~"· .._ ___ VE_R_T_._1 __ =_8 _____ .__ __ ~.1~:~.:l.-,:·~-t: .. ~;.;:.;,:c..~ .. ~/ ·;.~ 44+oo 45+00 UTILITY SLEEVE (TYP,) STA 44+65.29 EC -------=:--< ----~ '2 w :::::::.--=:::: -----------..... ------::~~~:-a::::-24~~,,,,,:__~ ----------7 ------------------------ 46+oo 47+00 48+00 STA, 45+41.88 BC . . . """"~•" ,- ·,· • ' ., -',~~-·, _,, --:: -... ' -• ·---: ., -. -~ ~·-. :~' -• :_ •. '. ,. -·~ ·-·~ ' -- WATBI CONB1llJC1l.>I NQiffl 0---CONSTRUCT IJ" AWWA C-900 PVC PIP[, PRESSURE CL 200, WITH DI FITTINGS PER IRWO STO. PLAN W-11. ©-INSTALL 12" B.V. PER IRWD STO. PLANS W-7 @¥:-INSTALL 8' R.W.G.V PER IRWD STO. PLANS W-7 @-INSTALL DI FITTING AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PlANS, PER IRWD STD. Pl.AN W-12. ©-::::-INSTALL 1" AIR RELEASE AND VACUUM RELIEF VALVE ASSEI.IBLY PER IRWD STO. PLAN Wr 10. @-INSTALL 12" X6" Tff, 6" R.W.G. V. (FLG. X FLG-), AND BUNO FIANGE PER IRWO STD. Pl.AN W-5. (6" LATERAL AND HYDRANT INSTALLATION PER SEPARATE PLANS) ®--CONSTRUCT 12" AWWA C-900 PVC PIPE, PRESSURE_ CL 150, WITH DI FITTINGS PER IRWD 510. PLAN W-11. @--INSTALL TEMPORARY END OF LINE BLOWOFF ASSEMBLY PER IRWD STO. PLAN W-9. ~ INSTALL 12 PAIR, NO, 19 AWG SHIELDED AND FILLED TEL[METT?Y CAB/£ IN DOMESTIC WATER PIPE TRENCH, PER IRWD STD. PlAN E-02 AND fRWD STD. 18650. ·.•· \ IO'J-::=,::.;:.,~,.;:::::;;,,i+.,,,-,nr-----1 ' I r -r.:::, :::::::H~~ I ,•ffi/1 DUNES BLUFF. -~ =---e::- STA. JB+ 7.60 BC \ STA. J8 04.16 7 INST/d.L 2" -11.2S' B£ND DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS B~FORE YOU DIG INSTALL 1 t'Xlf' BUND FlANGE Fi HYDRANT ARCHffi-AGO DRIVE . ' ' 101--"ST,"'i\;,,. ,,_,43;,;+,,,_5.,_,_1.02;;;-~~--~ = 'ST. 'STA. 4J+61A8 INSTALL 1 t' X6" TEE, If' RWGV. NrlD Bl/HD FLANGE FOR RJTUR[ FIRE HYDRANT No. 49624 9/30/o IOl-"'S'-cTA;.,..:;46;.+;df0.,_,_1.;i;B;-:.c,---,.,,,-----' . ST'A 46+11. = INSTALL 1 t'Xlf' ,Ttf:, 6" RIII.V, AND lilUNO f1NIG£ FOR FUTURE FIRE HYDRANT ~~ I ~-- I -----------) CIJRYEDATA DELTA RADIUS LENGTH TANGENT 1 31'24'5/i" 1163,00 637.69 327.08 2 09'18'4i 987.00 160.43 80.39' 3 3(101'31" 313.00 164.02 83.94 GRAPHIC SCALE 40 0 ~ "' I .. 80 160 : ____ I ( IN FEET ) 1 inch = 40 ft. SHEU W3 OF 24 A=IOM ST A. 38+00.00 TO ST A. 48+00.00 SH£CTS (\J 0 0 (\J -M >, ~ 7 0) 3 ~ ai M BEGIN CONSTRUCTION I l CONNECT TO fXISTING I 2" DW I + . = ST. STA. 19+45.05 N 154JOJ.5949 £ 80858.J858 ~ J DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERG~UN0 SERVICE ALERT OF" SOUTHERN CALIFORNIA co~s I AUCT 12· COASTAL ZONE 2 (HGL 472) DOMESTIC WATER MAIN 10 ~,_S1i"-"-'i4.-'-'14..:..+:c:29;,:,.2c:::O _____ ~ INSTALL 12• X ff TEE, ff RWCV, AND Bl.IND FIANGE FOR FUTURE FIRE HYDRANT , 2 -- ~----·---+----= :::-r--T/C R/W '--RA 12 si 01+7 .70 -LATERAL 8 (54'E PROFILE THIS SHEET) REEF /fOINT DRIVE TWit.lCHT BL. UFF 6.11' STA. 01+36.07 -LATERAL A 12 (SEE PROFILE THIS SHW) 2 R/W RffF POINT DR. = -LA A INSTALL 1:t'X8' CROSS (SEE PROFILE THIS SH££TJ 7 --- 8 STA. 17+68.42 INSTALL 1• NR .t VACUUM RELE'ASE VAL\£ STA. 16+70.08 EC INSTALL 1:t' CROSS .t 2-1:t'Xif REDUCERS (SEE PROFILE THIS SHEET) N-o. 496.2 .9/JO/ 7 INSTALL DI FITTING AND THRUST BLOCK, SIZE AND I'f PE AS INDICATED ON PLANS, PER 1/IWD STD. Pl.AN W-12. ~INSTALL 1• AIR RELEASE AND VACUUM REUEF VALVF ASSEMBLY PER IRWD STD. PLAN W-10. &-INSTALL ff' TEE, ff R.W.G.V. (FLG. X FLG.), A/'ID Bl.IND FIANGE PER IRWD STD. PLAN W-5. (ff LATERAL AND HYDRAl'ff INSTALLATION PER SFYARATE PLANS) @--CONSTRUCT 12" AltWA C-900 PVC PIPE, PRESSURE CL 150, WITH DI FITTINGS PER IRWD STD. PLAN W-11. @-INSTALL TEMPORARY fND OF LINE BLOWOFF ASSEMBLY PER IRWD STD. PLAN W-9. @2--INSTALl 12 PAIR, NO. 19 AWG SHIELDED AND FILLED TElEI.IEfRY CAB/.£ IN DOMESTIC WATER PIPE TRENCH, PER IRWD STD. Pl.AN E-02 AND IRWD STD. 16650. @-INSTALL BELOW Gf?ADE TELEMEOO' CABLE PULL BOX OR ABOVE GRADE TERMINAL BOX PER IRWD STD. PLAN E-03, E-04, E-6 AND E-07 17 >---RElrlOVE TEMP. END OF UN£ BLOW-OFF ANO JOIN EXISTING PIPE. . 'I.ANS W-7, AN CP-11 FOR illUC PIPE SECTION NB2'36'54"W -CONS I AUCT 12' COAST AL ZONE 2 (HGL 472) DOMESTIC WATER MAIN END CONSTRUCTION 12 STA. 1 +01.97 II 154520.9171 E 81532.3062 N0723'0fi£ .i;,STA 48+79.01 (7\ ~-INSTALL 8" -11.25" BEND 'vi N18'38'06"E TA 48+98.13 INSTALL 8'-11.25" BEND 7 '""S1i~11.:;iiiiil49Et+25~.s0i1 nw---l12 , DR. OW DELTA 1, 3(101'31" 2 61 '21 '38" ~DATA RADIUS LENGTH TANGENT J13.00 164.02 i!J.94 579.00' 620.08' 343,52' GRAPHIC SCALE ( IN PD'!' ) gl,--------------------------------r::~~:-:--T--------...,.----➔---------,r-------,---------------------~::--,------------------------T-----------------------,r-------1 ~ ~~ ~ 1-'.--;N;:.O.:.,.. -=D.:..:A..::TE::...,. __ ----,-__:R:...::E=..vl:..:.1=-Sl-=O.:..:N-=S~-------==-:-=--:---,m-;,----;;rif=.--1 1 Inch = 40 ft. APPROV. D DESIGN: /RV/NE RANCH WATER DISTRICT ~ 1-L;~l-,..'.!7 /:...:.1:.t.7 /1~02:..+.:::REVl=SE:::D:._:8'::....._:R::,.:· ,W.::;.G.::,:V.::,_ • .:.:TO:...::B-:.::V...!./_ADDCD:=::...:NO:::.::TE:...::22:....k::...;DEL.:=ETED=..:..:N.:..:OTE=-:6_---f.l"'-llll4.,,a ~---+-----4----------------------t----\;lt----.... / gl----l-------l'--------------------------1-----------1 - DFA ' f),, The Keith Com!anie•1 DRAIWN: YMY °'l-----1------1------------------'--------+---------i (\J CHECK: 2955 Red Hill Avenue, Costa Mesa, CA RSR ' C H, .... 92626 (714) 540-0800 IRVINE llANCH IATEH D!STKICT ROBERT F. sm.,,w .. t. CRYSTAL COVE -PHASE 2 DOMESTIC WATER TRANSMISSION MAINS REEF POINT DRIVE PLAN AND PROFILE SHEET W4 OF 24 ~ 1----+------l~-------------------------t----------1 IRWD PRIHCIPAL E:f'IG/NEER / R.C.E:. 37g2s c;;:L....L--..1..----------------.1...----.a....---J..------------------...._ _____ _.__;,;,;,.;;,;,,..;;,;,;.,,;,. ____ ....;. ________ _., ___________________ .._ ___________________ '-____ ...1 SJtl,£'N L. MALLOY FROM STA. 10+50.00 TO ST A. 18+08.55 SHEETS • . -1 ""_' _ ,1-.. ----·· --.... ·-·· . . . ..;. ' -. --. --~43i>otF.··· __ . ---.uttt : .!:~~~~~·-.... ;;. . . . .. ... -... .. . . . . . . . ... ~:. ; ~.:!.:~~~~~-:~."~--• . . ,;; ···"1··_• •.•··· ;;c,.;.;;,.i.;_.,; .;,.;.,;.,; •••• ·'.·" ... ··;.;,s,;, •• ,; •• ,... •• • • •, •• . L ~ -- -.. J,.: - . --0 • f •• -F·fs · -<-t·· -~·:Eo· •• ; ·····:·········~ ec•~·••-~·-:-·•rco"'."':··,•~·'"'~ ~ F.:;a;;; ;;·;.:Jji,,;ii··· ; ~ ..•• -. ;• ·'·:,'·:······ ·t: ~ ;; . . -lr. i ---..-- -·~_,;,~ _;\_ - j -------· --___ .,._,,,,.,_ ---·-'.~ ., "",j'"'"' . -':'. ... : • :cw.J1S£i£it.[if > -•-. .. -... : ... ~ ~<---~;:_:·:-:;_~: : :_ ·:: ~-~-:---.::-~•::i·f-··: -~-~:_·-_·:. '.. ·-----~:-. _-:.~ _··:_: _ -... "( • '•. "f '""~;-_-. ... . -.. ·--" ... ---.. i ; . ---· --------·. .. --.... ··---- ;;-... -.~:~,If~-·:~---- ' -- • - .-q,• ··--• : :rtltD.I': -~.' ... t • •; ,•••••••'··•--•·•·•··••'-:••·•"'•;••":•'"•••;,;.;:,,,.;0; •• "'''••:'•'•••• ';"•'••••••"·+,:,:::. .. , ---':'"''••-••••··••••'••·•••;,;,;a •• :;, ;.,;;,,.;;..;+:,c;_.,,,~.,,.:;," 0 • ••••••••••• ,,, •••• •••• •• • ; • • •• ; • ' : • ~ ; : •".: o 1i1llll; ;;;;._,;; ;.,.~ ;: •• ,-.,,,;;;.:.. .. :,,L-.o,oC•-Moo •-:~ -.-.. _-, .. _~,~--"-~.-".-~ · ... _._: --' .. --~~.-uUV-~ ... ·.: .. : ,, : __ . ·-)· .. , . ' SEE PtAN THIS "SHf61' • . . ' =" 'OT ,~•r,·-••-•" "'·",-,.,~~-~~,-=•·,os,,c-w 1+00 .: _-, N j .:::-_, ' ' i • ·--• ,- •, 1 -••• : ' ,! -y.. "--. ----•-·"" ---·--' 10+00 .. ' . " ... -/ - • -t'-- •. .. ;"i • ' • ' l: 12+00 13+00 PAOALE HORIZ. 1" = 40' VERT. 1" = 6' . ... -T 101 COAST AL " :.c -,:; 3 ..Q I L >, "' E 0.. l'-0 (\J 0J 0 0 0J 0J 0J .c u L " ::c CJ) " . .,, "' (") ,.;:AB~Ofr.VE\!;.,;;;;GRlil'EUND~f'Ei;;.OES,=T-~~'---<IS 110 D PULL BOX BEGIN CONSTRUCTION FOR COASTAL ZONE 4 ,,-12,.-, ..... 3 lo+J4.JJ STA 11+27.-21 PRC ~ BEGIN CONSTRUCTION l STA 1 +00.00 'J6+11.4J - • (SEE PROFILE TH . ~~~~~~---:"' N8S14'28'E 12 io\. 1+43.00 -tAIERAL G ; STA. 36+ 11. -ARCHIPELAGO . DW I (SEE PROFILE THIS SHEET) \~e~o~~ ~ ;pt\J-G ~~\\I DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG • UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA END CONSTRUCJi'JON 12 STA. 1+58.JI EC ff COASTAL ZONE 2 (HGL 472) DQMESTIC WATER IJAIN (tATERAI. E -SEE PROFILE THIS SHEET) 8"S II II ff COASTAL ZONE 2 (HGL 472) DO!IESTIC WATERI IINl>I (REl'Efl ro /JEVU.OPER Pl.AMS) ZONE 4 (HGl.. 876) WAILA MAN ' TB Mil/Ir CASI E WHALERS BL ~ 1------------------------r::-:~~-,r-------+------------r-;:::::···· ..... ·r·...., IQ NO. DA TE REVISIONS APPROVED DESIGN: ~ l--l-----+------......,-------------+------t-::--::t-:O-:-:F-:A7'""_-l •• ,T he Keith Co f pan i es • r ~ DRAWN: ~ ffl ~1---1----+-----------------------+---------t ~ YMY .. -, 0 1---+---+----~----------t------. JRVJNE RANCH ~ 1-C-H...,.' _E_C_K_: ---1 2955 Red Hi// Avenue, Costa Mesa, CA 92626 (714) 540-0800 rATEB DISTBICT 0. 4962 , 9/30/0 CIV[L OF C 14+00 15+00 IJ STA 16+ DATE NAGER ----•• -.. ···<-'> -... =· .,,-__ .... 16+00 17+00 18 STA. 18+38.97 INSTALL Uf' • 11 .25" 8fND I CRiJtSERS BLUFF ---~ IRVINE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 2 DOMESTIC WATER TRANSMISSION MAINS . ------· --.. --.. •. .. -·-" ·-/·. -· . - ------·· ---. --------.. :; 18+00 19+00 WATffl CONS1IIIClQ ttQ•ffl 0-CONSTRUCT 5' AWWA C-900 PVC PIPf, PRESSURE CL 200, WITH DI FlffiNGS PER IRWD STD. PIAN W-11 . @---coNSTRUCT a· AWWA C-151 DIP AND nmNGS. CL 150, P[R IRWD STD. PLANS W-11 AND CP· 10. -' ©-INSTALL 8" R.W.G.V. PfR IRWD STD. PiANS W-7 ~ INSTALL DI FlffiNG AND THRUST BLOCK, SIZE AND TYPE AS INDICATfD ON PLANS, PER IRWD STD. PIAN W-12. ©-CONSTRUCT 10" AWWA C-1.51 DIP AND FlffiNGS, CL 350, PER IRWD STD. PLANS . W-11 AND CP-10. .. --------" ----·• ---· , ---,·-. @--INSTALL TEMPORARY END OF LINE BLOWOFF ASSEMBLY PfR IRWD STD. PLAN W-9. ~INSTALL TWO WIR£ TEST STATION AND TEST BOX, PER IRWD STD. PLANS CP-1 AND CP-6. @-INSTALL 12 PAIR, NO. 19 AWG SHIHDfD AND FILLED TELEMITRY CABLE IN DOMESTIC WATER PIPE TRENCH, PER IRWD STD. PLAN E-02 AND IRWD STD. 16650. @--INSTALL BELOW GRADE TUEMETT?Y CABLE PULL BOX OR ABOVE .GRADE TERMINAL BOX PER IRWD STD. PLAN E-03, E-04, E-6 AND E-07 . @--INSTALL D.I. FITTINGS, SIZE AND TYPE AS INDICATED ON Pl.ANS. • @=-INSTALL 1 o" 8. V., CL 350 PER IRWD STD. PLANS W-7, AND CP-11 FOR MUALLIC . PIPE· SECTIONS. CUR',EDATA DELTA RADIUS LENGTH 1 06'33'21 509.50. 58.31 2 09'20'59" 514.00 83.88' 3 26'50'2<f 621.00 290.89 4 J0'28'22" 414.00 220.19 GRAPHIC SCALE 80 I ( IN FEET ) 1 Inch = 40 ft. WHALERS BLUFF PLAN AND PROFILE TANGENT 29.19 42.03' 148.'tl 112.76 FROM STA 10+34.33 TO ST A. 18+50.00 160 I SHffT ·ws 1)f . ' . 24 SH££TS ~ R SR IRWV PRINCIPAL ENGINF:ER If '11-D J.. / STEVEN L. MALLOY R C-E 31926 "'L-.J..---l.----------------------•------.&..----..JL..--------•----------------a...--------ii..-----------'--•·•·•·----------..ir...--------------------------.._-------------------------•------~ d s:. " :::, _Q I L >, "' E Q_ st) -(\J (\J D D (\J (\J (\J s:. u '-d :E 0) 3' " c5 )_. -· _,,. .,,., 1 -> . ~:---d-~----J ' t,,..,. V ., \ . ' ' '. : ; •". ' ➔ '- • .·,· -!--. 18+00 19+00 ~ST,"'il.'--"18,e:,+c,7~7."'74,:_,,,-~c:,-,{ 7 INSTALL 10"-11.25' BEND ~~ V ' R/Wf T/C N58'J9'51"W .STA 19+95 8 INSTALL 1' AIR &, VACUUM RELEASE VALW: ,-,,,ST.~A.'--'-'19c,c+.,_,19;,,..4,.:J ___ -! 7 INSTALL 10" -11.25' BEND lf COASTAL ZONE 2 (HGL 472) DOMESTIC w.4TER MAIN (PER SEPARATE Pf.ANS) DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA • l ._. ai ' ',<J> g I, .. __ ., . 20+00 21-flOO 22+00 CONSTRUCT 10• ! COASTAL ZONE 4 (HGL aie) oot.ESTIC I WATER MAIN , TB.BETRY ~•e E WHALE& BLUFtF I • ~ o•~---,,.--o,, ', ' -➔-- ._. ;f -;,_J V ' '.t -·. -<>• ', ' ' . '' I 23+00 lJJ--C.ST.,__A.c...::.24,__+_78._· 2 __ 3_, CPTS 18 STA 24+49.85 INSTALL 1 STA 23 6.9J EC ... , • ---.. -·~---,. ---·, ·------'~.-,. .. ,..' ,. , ', ' • 'f l · ,5~,,,,.(f;{jl}t/p PROFILE H0RIZ. 1" = 40' VERT. 1" = 8' 24+oo ' • ' -1 .. ,,?-•-·'" 25+00 . ; . /..._ ., ,; " ----~~ • ,..c " ··"'/" ' 26+00 \ \ STA. 26+62.6J BC 18 INSTALL 10"-9(! BEND \ \ ' ; -!." .... .\ .. .,. ••. , ......... ·} ""r";~~··· •· :f_,__ .: -i0 -, ,,,~, --_-t-- --1··. ..... -y,.-'· l Fli5F~~-~-, .. ,.,, . t~ .. ~:~Jr ~'-F •. •i '' .. , ,, . "'"; -,,-.. -;-_----7--~-,r , . .,. .. , ... .,,.,-:.· ( ---•-·-;~-, .. ·-;-. -·;•. ·-.. ~ ... 21+00 ' 28+00 WA'TBI CU¢nf&110N IQffl 0-INSTALL 01 FIITING AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PLANS, PER IRWD STD. PLAN W-12. , ~INSTALL 1· AIR RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PER IRWD sro. PLAN w~10. 0-coNSTRUCT 1 o" AWWA C-151 DIP AND FITTINGS, CL 350, PER IRWD STD. PLANS W-11 AND CP-10. ~INSTALL TWO WIR[ TtST STATION AND TEST BOX, PER IRWD STD. PLANS CP-1 IWD CP-6. @-INSTALL 12 PAIR, NO. 19 AWG SHIELDED AND FILLED TELE'METRY CABLE IN DOU[STIC WATER PIP[ TR[NCH, PER IRWD STD. PLAN E-02 ANO IRWD STD. 16650. @---INSTALL BELOW GRAD[ Tf'LEMETRY CABLE PULL BOX OR ABOVE GRAD[ Tf'RMINAL BOX PER IRWD STD. PLAN E-03, E-04, E-6 AND E-07 @-INSTALL 0,1. FITTINGS, SIZE AND TYPE AS INDICAT[O ON PLANS. @-=--INSTALL 1 o· B. V., CL 350, PER IRWD sro. PLANS W-7, ANO CP-11 FOR UETALUC PIPE SECTIONS. @-INSTALL IN LINE BLOW OFF ASSEMBLY, PER IRWD STD. PLAN W-9 CUWEDAiA DELTA RADIUS LENGTH TANGENT 1 51"26'19" J40.00' J05.24' 163.77' 2 Oo10'02" 410.00' 44.13' 22.09' 3 26"06'53" 1037.00' 472.65' 240.50' GRAPHIC SCALE 20 '° 80 160 1_1 '----,+-'' ( IN FEET ) i L-----------------------------------r,~:t::':':":'--r---------+------t-----------r-~;::::::::--,r--;~"/f'------------------;;;DA~TE'~-T-----:::::-=:-:::::=:-:-::-::-===--:=====-:---,-------------------------7r------1 ? APPROVED DESIGN: .. IRVINE RANCH WATER DISTRICT ~l-~N~O~·....::.D~A~~~E--,-___ R~E~~~1~9~0_N~S--------'----,,-----~ ~ CL~ DF A c O m' pa n 1• e 9 nrR• --. rKc PROJ£cr £NG/ - I inch = 40 ft. .Th e Ke it h , R.c.r. 2184f G~-+---+--------'-----------------t---------1-'.=~=:--~ , .,. DRAWN: , ql----+-----+------------------------i--------. .... ,, YMY i .. 1111111!11 .. g '--+-~-+-'--------------------t-------.t------1 mVINE RANCH ROSE:RT s. R.io TKC' PROJECT MANN) R R.C.£. 49624 CRYSTAL COVE -PHASE 2 DOMESTIC WATER TRANSMISSION MAINS WHALERS BLUFF SHfET W6 PLAN AND PROFILE OF 24 er: 1--+----+---------------------t-------. CHECK.: 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 "'TEll nT("PC)ff'II' .Lt....() ~ ,1,/~ ~ RSR "R 1/J.JlllJ~I ~ /''7 ◄ IRWD PRINCIPAL ENGJN££R 'f' -'f -OZ.. I __ .J. ____ l_ __________________________ .J ________ L _____ .JL-----------.------------------~.L---------..11..-•s•r~F:VEN~;.,:;L;.· ,;;""~LL;;O;;Y _____ ...; ___ ,;,;R;;.c;;;.E;;,;.;-3;.';;9;2;;B __________ _. ________________________________ _. _______________________ "."" ______ _.._ _______ _ :s; FROM ST A. 18+50.00 TO ST A. 27+50.00 SHrrTS ' Ii .. _.':_ -~;.:_· ''.. ! . ·t:: ·,-~:--;. -_-----:·,,:·. • •· -, t~lW1:l.tll!Uir=. ~" ' • . ' ' , .... ,_._, -·------,- i;-----~~---+··"•"'· .,,-,,,,,;,;;,.;,,,,,.,,.~. ,,,,,,,,.,.,.• .. ,.~t:J:.~r FffBF:POf/TDRJVE. PROFILE HORIZ. 1" = 40' VERT. 1" = B' 27+00 28+00 R/W 14 29+00 I 30+00 31-1+00 ' CONSTRUCT 10" CQASTAL ZONE 4 (HGL 876) IDOMESTIC WATER MAIN I 1,-------• 111 -~~ I I I ,i I , ~ I I I ----~r-t-13 32+00 33+00 34+00 I ----------------------------------· -------~ 4• SS LATERAL-{/ / -~ STA. 31+35,28 EC TB EM:I ffr CAfl F d s:: 0, Q_ I '- >, "' E Q_ 0 l[) L'1 (\J 0 0 OJ l[) 0 -"' 0 0 Dr.AL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA .• ' I l I -T/C I~ ,If--- ~ NO. DA TE REVISIONS APPROVED DESIGN: ~ D~ / l:l ;;, DRAWN: ol---1-----1-----------------------~--,f--------l 6 ~y ol--+--'----+----------------------------1--------t ~ 1--------1 gJ CHECK: ~ RSR - Jhe Keith 2955 Red Hill Avenue, Costa Mesa, CA 92626 -- II .------,,-- II __ _ SHf@IK~' • --------- UTJU1Y SLEEVE (TYP.) REEF POINT DRIVE (714) 540-0800 H -.-, IRVINE RANCH W ATEJ/ DISTJ/JCT 49624 , 9/30/04 CIVIL Ci~ -- --·:;------------r -----.. --'" .. -. t ---. ~Lt:l:k;i':--' -,-, __ , --. -,~. . . . . ·- ' • .,_ ~•n• __ C ,-__ ,;a:c.,c',· c, '' ,,,;,, .·J --• l ,., . ' ,, __ ·~i-·- ·, ---- "':,C.. ____ , '' __ ,_,,_, ---.•--····'··----'-···· .,,, ',;,,,_,,,,,,.;,.,,,,,,,,,,,,,,,;,,,+• •~+•-•-\-~-o,v•••.--,+ -1••• ·••,-•·• ••·,,.• •,-• C - ,.; ,,;,·_;,.,. °""'' ,,,,:,,,-;,,,-,:,,,; ,,.,, ,, ,,, ; ,,,,,:,,;, ''''·" ,,,, ... .,,.,,,,,~ •. ;;;,.,_4--;:, . .,,.::;,,.,.,._~ .,._,_ =-,.: ~-, ..,.,,,,_ ~~~~ •t'»=.{~--.... =.'' .,._.},co. -, . . . ' ,-Df.ltTr \ l ," 3. 35+00 13 -- DATE: 1/-u..lo'l.. ,,. q 8 36+00 --c-;:·t:"t-"7:""c:'··.•:.c;_l• ~'-l:~ :, -~~ t·~· .. : -. t~~J~ , ~ • 4-➔. , .. ,,,,·+·· ,',, .,.,,,,,,.,, ·-+·---!-·: .. :: . .,~J:::· -;.,,.,_ ... , -/~----~ __ ,._,, , __ . 37+00 WAT&I OONffllUCTION hQit:$ ©-INSTALL 1• AIR RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PER IRWD STD. Pf.AN W-10. ~CONSTRUCT 10" AWWA C-151 DIP AND FITTINGS, CL 350, PER IRWD STD. PLANS W-11 AND CP-10. . ~~1-hl 1~~-- @-INSTALL TWO WIRE TEST STATION AND TEST BOX, PER IRWD STD, PLANS CP-1 AND CP-6. ~INSTALL 12 PAIR, NO. 19 AWG SHIELDED AND FILLED TELEMfTRY CABLE IN DOMESTIC .WJ\TER PIPE TRENCH, PER IRWD STD. PIAN E-02 AND IRWD STD, 16650, •• @-INSTALL 1 o" 8. V., CL 350, PER IRWD STD. PLANS W-7, AND CP-11 FOR 19 I I, I I \ 1 I I;---ss UT[RAL I I '1 STA 35+63. 13 I\ I T/C /RV/NE RANCH WATER DISTRICT CRYSTAL COVE PHASE 2 DOMESTIC WATER TRANSMISSION MAINS METALLIC PIPE SECTIONS. CURVE DATA 0£,LTA RADIUS LENGTH TANGENT 1 26'06'5.J" 1037.00' 472,65' 240.50' 2 44'12'48" 537.00' 414.39' 218.13' GRAPHIC SCALE 40 0 20 40 80 , .. .~ I I I J ( IN FEET ) 1 inch =· 40 ft. REEF eotNT DRIVE SHEU W7 PLAN AND PROFILE OF 24 FROM STA. 27+50.00. TO STA. 37+00.00 SHEETS / "'L-...1.--..I..----------------..... ----L----"'-------------------....iL-----------;;..--------------'--------------------L..-----------------...IL...----.J 0 C:, OJ Q_ I C. >, "' E Q_ st II) lf) (\J D D (\J lf) D J: u C. 0 ::E 0) '< " (\J -~-,-! ,,,.,., .. , .;,.,, . ,,,,,,., ','" .. ,,.,_ ,.. . .',. • l 37+00 DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 38+00 I ; : .,.!,',,,, .• ,,,, •. , ., ... ,_: ,' "'•"·,"' ~ '<'" I •.,;,,-~ _j __ ',llj • ' ' ' ·-Y"". "-~ "''O' " Ii 39+00 40~00 STA 39+ 77.52 PRC UTILJ1Y SLfEVE (7YP.) PROFILE 41+00 42+00 H0RIZ. 1' = 40' VERT. 1" = 8' 43+00 CONSTRUCT 10" COAST AL ZONE 4 (HGL 876) DOMESTIC WAIEti MAIN 2 --_:TIC ZONE D / ZONE C RtCI.AMIEI) WA1ER PRESSURE REDUCING STATION (SEE SHT. R11) FEEF POINT DRIVE FUTURE OOMESTIC WATER PRESSURE RtDUCfNG STATION (BY OTHERS) - ,: I ,,.,-~-. " ., 44+o0 45+00 ~- ----I -~ -----~-~ -- ' --:••'-••4 • ~\1 • ~, - -- -- ' ' ,. •c~ ,-•,•~~-u WATBI CONS1llUC110ti NO •ffl ~INSTALL If R.W,G.V. PER IRWO STD. PLANS W-7 @-INSTALL DI FITTING AND THRUST BLOCK, SIZE AND TYPE AS IND/CA TED ON PLANS, PER lf?WD STD. PLAN W-12. ~CONSTRUCT Hf AWWA C-151 DIP AND FlmNGS, CL J50, PER IRWO STD. PLANS W-11 AND CP-10. ·-----,. ·•--~. l @-INSTALL TEMPORARY [ND OF LINE BLOWOFF ASSEMBLY PER IRWD STD. PLAN W-9. ~INSTALL TWO WIRE' TEST STATION AND TEST EJOX, PER !RWO STD. PLANS CP-1 AND CP-6. @-INSTALL 12 PAIR, NO. 19 AWG SHIELDED AND FILLED TELEMETRY CABLE IN DOMESTIC WATER PIPE TRENCH, PER IRWD STD. PLAN E-02 AND IRWD STD. 16650. @--INSTAL~ BELOW GRADE TELEMEmY CABLE PULL BOX OR ABOVE GRADE TERMINAL BOX PER lf?WD STD. PLAN £-OJ, E-04, E-6 AND E-07 @-INSTALL Hf R. W.G. V. PER IRWD STD. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. C'tM'DATA DELTA RADIIJS LENGTH TANGENT 1 44"12'48" 537.00' 414.39' 218.13' 2 54'31'11' 423.00' 402.52' 217.96' 3 08'43'34" 557.00' 84.83' 42.50' GRAPHIC SCALE 40 o 20 '40 ______ eo 1eo ~-1~1--1 ___ --'I ( IN FEET ) l inch = 40 ft. st ~ L--------------------A-P_P_Ro-~-r-o'""T'o~[~s~.1c".'."N'."'": -.-------+----------.--~-.=-===:;;:-r-:::"ii.rr---------------;0A;;;;T£-T--~IRVINE=:.:: .. ::-:RA-:-:-NCi=1-1-:--::w.7>\:-::1E=R=--=D1S=TR1C==r:--,-----------------r----i 8': ~N.:::_O,:..,.....:D::.:A_:_:T,~[~ __ __:_R.:.:[:...:.~.:.:IS:.:..:/0::.:.N.:.:S:__ _________ ,-------t DFA R TKC PR er ENGINEER ·REEF °.,l"\11..IT DRIVE SHEET / Th 8 K 9 j th CO °l ps O j 9 S c· ROBERT F. SE:E:MAN R.C.£. 21646. f: Vll'I I W8 ~ ~=~===~=====================~=====~...,D,..,,..RA....,.,.\4'.-:-:-N:----1 • tt . .. ~ :!_<o ✓ •1 CRrsrAL covE_-PHASE 2 / YMY .. -. ./£#--. A_ /UV TKC PROJECT M.'NAGER 1{&'6--l"'V"\l 6C::S7i'/C IA/ A7ER PLAN AND PROFLE Of ~ 1---1----+-------------.,,-----~~-+--~----i ____ ...... IKVINE 1/ANCH ROBERT s. F/£10 R.c.£. 49624 vvwrc, ,.,. M .. 24 i\J L--1-~--1------------------1-------1 CH~CK: 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 fATEI/ D/STl/[CT u TRANSMISSION MA/NS SHtETS [0 IRWO PRINCIPAL ENGIN«R'f-7 -0 FROM STA. 37+00.00 TO STA. 44+64.87 ·/ RSR R.C.E. 31926 'L " :l: " :::l .Q I I. >-pc:, E " (\J 39 BCGIN CONSTRUCTION CONNECT TO £X/ST. If RW STA. l9+80.95= STR££T STA. 19+ 79.87 , N 1562~.1665 l £ 79725.2911 I I -I i~------- :E. ~WV:::::~ i---.-8 ----·--------- \ -1kL1--t-~~~ I CRYSTAL. H(ICHTS DRIV[ I I 4'<?• ,,.,,~., CONS I RUCT 8" ZONE C (HGL 620} RECLAIMED WATER MAIN STA. 20+ 1.91 33 INSJll If -1 1 .25' BEND STA. 20+49.05 JJ INSTALL If -11.25' BEND / STA. 21+01.28 JJ INSTALL -11.25' f/£ND STA. 21+43.80 JJ INSTALL If -11.25" BEND "'· 1/W STA 22+05.71 33 INSTALL lf-11.25' BEND JJ STA. 21 +46.80 INSTALL 1fx4• TEE ., "' N40'16'1B'W I lie/ . 22+57.94 1 , • L lf-11.25' BEND URFSPRAy 8'-UFF ARCHIPELAGO DRIVE 33 STA. 23+ 10.17 INSTALL B'-11 .25' B£~D / ..... STA. 23+62.40 INSTALL -11.25 BEND JJ 33 TA. 24+14.62 INSTALL -11.25 BEND R/W I STA 24+57.78 "'1N,;,s==rALL--:;B'.,.x"'4•r-TE£=--1 33 -- ,, STA. 25+J0.5 r BC STA 24+84.30 INSTALL 8" -11.25' BEND JJ BOATMANS BLUFF \, I 27+01.85 STA. rliJ MJ2 INSTALL B'X4" TE£ (0£vt ROCKSHORE BLUFF CONSTRUCT 8" ZONE C (HGL 620} RECLAIMED WATER MAIN FE<1A1 fP WAJBJ CQNsnlJCJIQh IP!ffi ®----CONSTRUCT ff PURPLE AMVA C-900 PVC PIP£, PRESSURE CL 200, WITH DI F/1TrNGS Pffi IRWD STD. PLAN W-11. @-INSTALL DI FlffiNG AND THRUST BLOCK, Sil£ AND 7YP£ AS INDICATED ON PLANS, PER IRWD STD. PLAN W-12. @-:;:::-INSTALL DI BLIND FLANGE FOR FUTURE CONNECTION. @)--REll0\1£ 1EUPORARY END OF UN£ BLOW-OFF AND JOIN EXISTING PIPE. @-=--INSTALL 4" R. W. G. V. PER /RWD STD. PLAN W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. JJ STA. 27+97.28 INSTALL X TE£ - II ---- ,~vw::r;;~D3·~~,~-~;==-:i.S::--:-?----... Ifs ::r--+--- 0 --ARCHIPELAGO DRIVE DELTA RADIUS LENGTH TANGENT (\J 0 0 (\J -"' >. :::l -, 0, ;,. " M DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SER\IICE ALERT OF SOIJIHERN CALIFORNIA 1 2 04•50•39• 2885.00 227.01 113.57 98'22'49" 515.00 884.28 596.42 GRAPHIC SCALE 80 I , .. I ( IN FEET ) ... ~"'o 1-------------------------------,~~-:::::-:--,,-------i--------------r--:-,.-.-.-;;;.=-"T--------------------~~-r------------------------,-----------------------r------l ,,. o APPROVED DtSIGN: ~ fli\JE IRVINE OAA.ll""H W.'ATCR DISTRICT NO. DA TE REVIS/ NS nJ"\l'lvi 11, 1;;1 ~CL 1-'-'>F.--:----:--.--,----:-,--:::--::----:--c::-::-::::=-::-=:-:-::-:::::-:~-=--::-:::--:-::::i-----:--. DFA T K C . ~ /KC PROJECT EI/GINEER 1 Inch -40 ft. G J"..!.'~...:6'.!.V.:;13::!Vi~O!....f2-:R£L~OCA~TE~D=::R.~W.~LA:7.:T.::-ro~~~;:TIIAN~S=BL;;U;;FF:--;;/;;;R~EL;;OCA~TE;;;;D:;S~.s~. ;;;&~o;;;.~W.:..LA::.::..Tffi,r--;w.~J.11r-f;:;-;:r;;;;;;;;:--t h e e it h o \11 pan I es . c ~ qflll, ROB£ffr r. SEEMAN R.c.E:-w646 • ~ l-:1ri~~;:-:-j..'.TO=SURFS~~PRA~Y-?:-BL~UFF~/=-=Rf.\11$=::=::.D..:.PROFl=.:::1E:...:fi:..:'OR:..:....:..:REL=OCA:.:1E:..:D:....:.OUT,==1£TS=-----t\lJ-1Allit;;;;;:---7 DR Ay:~: • • _ .. ~ -· ~ d ~,_/ ~ 7/17/02 DEL£1£D 4• R.W.G.V. TO B.V. . • ~ ~ Tf.8:{Jfljf i1ANAGER ~'S°'~ g µ.r...i...µ~-=-i.;;;=;:;;...;:___;.;;.;;.;.;;;.;.:_.c..;_;;.;.;..;. ___________ ~i----tt---"11---c----l IRVINE RANCH ROBE/fr s. RclD ~ 1---1----1---------------------+-------1 CHECK: 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 f"ATEB DIS'fl/lCT ARCHIPELAGO DRIVE PLAN AND PROFILE SHEEr Rt OF 24 ~ 1--1----+------------------;---------a RSR JRWP PR/NC/PAL ;NG/NEER FROM ST A 19+80.95 TO ST A. 29+00.00 ;:; L-..J----.1.--------------•------------L--------.L------&.----------""'-------------------""'---------_.i.._.;srEVEN.;.;.;L.,.Wl•U.•o•Y--------R•·•c .. E .. •3•'•92.6 __________ _,._ _______________________________ .., ______________________________ ... ________ ..,1 CllJ'fSTAL COVE -·PHASE 2 RECLAIMED WATER TRANSMISSION MAINS SHEETS - (\J 0 0 (\J ... (') >, :, 7 CJl ., .,, <t <t 29+00 DIAL TOLL FREE 1-800..;227-2600 AT LEAST TWO OAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 30+00 31+00 -------- 34 TA JI +80.00 - 321100 ' - I ::::r--- 1 33+00 34+00 T/C ;i ~--t, -----"' -7-" <> -Bl R! _ _,, "' ~ ARCHIPELAGO DRIVE CONSTRUCT a• ZONE C (HGL 620) RECLAIMED WATER MAIN ""' -- UTILITY SL£VE (TYP.) 35+00 PROPOS£D D01,1£STJC WATER COASTM ZONE 2/4 PUMP STATION ~ ··~=.~- A. 1o+ssliec L ({' ,r45' ... ;;,t•· #' ~' 'II • \ ~ \ JJ STA 36+49,96 ARCHIPEu\GO DR. RW = . 1 + . INSTALL ff TEE (SEE PROFILE THIS SH£E1) 36+00 37+00 R/W 38+00 10+00 11+00 AEa tern WATSI CQNSnlJCl10N huj @-CONSTRUCT ff PIJRPL£ AWWA C-900 PVC PIP£, PRESSURE CL 200, WITH DI FITTINGS ,....,-...,.... & .. . . . ~ ~ANO TYPE AS INDICATED ON PWIS, PER IRWD STD. Pl.AN W-12. J4 INSTALJ. 1• AIR RELf:ASE AND VACUUM RELIEF w.LVE ASSEMBLY PER IRWD STD. PLAN W-10. ®-~--. INSTALJ. ff 8.V., CL. 150, PER IRWD STD. Pl.AN W-7, AND CP-11 F'OR METALLIC PIPE SECTIONS. CUM:DATA DELTA PAD/US LENGTH TANGENT 1 98"22'49" !J15.00 884.28 596.42 2 4J'00'20" 280.00 210.91 1 ID. 74 3 20'05'33" 489.00 171.48 86.63 GRAPHIC SCALE 20 .. .. I I i ( IN FEl!T ) 1 inch = 40 rt. ""' I ~ 1---------------------------------,-:::-:~~r-ir---------,---------------T-:;:.:,:,:,:,:,;--ir---------------------;:::.--,r-----------------------T-----------------------,r-------l NO. DATE REVISIONS APPROVED DESIGN: 1 04.TE' lfMNE RANCH WATER DISTRICT 8: hxl,.,. / L NOTEJ2 /JFA The Keith Companies C H IKCPRMCI&NG/NllR _, 7/17/02 DEL. ffR.W.G.V.1,.~,. o R.W.G.V. TO 8.V./ADDED NOTE 43 &: ~ • , • • 1 Gl'.1 R.C.E:. 21646 l:) DRAWN: • ~l---l----+-------------------------r------1 ,, YMY .... , gl---l~----1----------------------------+-------"1 ... 1-----i IRVINE RANCH g} 1---1-----1----------------------i-------4 CH8CK: 2955 Red Hill Avenue, C!:>sta Mesa, CA 92626 (714) 540-0800 WATER DISTRICT ~ ~SR R.C.f. 49624 /RWD PRINCIPAL E:NGINE:ER CRYSTAL COVE-PHASE 2 RECLAIMED WATER TRANSMISSION MAINS ARCHIPELAGO DRIVE PLAN ANO PROFILE SHEET R2 OF 24 FROM ST A. 29+00.00 TO STA. 38+50.00 SH££rs / SfEVEN L. MALLOY :QL..J--..J-------------------,i~----.a..---...1'---------------------_._ ______ .._ ...... .,.....,..,. ____________________________________ .._ ___________________ ...,11.... ____ _. R.C.E:. :51926 ru 0 0 ru -C') >. ~ 7 CJ) ., -0 ui ... 0 0 I ~ {----,---, t, ! I 38+00 DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERI/ICE ALERT OF SOUTHERN CALIFORNIA 39+00 40+00 --== STA J8+52. 71 PRC ~ NO. DA TE REVISIONS DESIGN: ~ lLti..G1/~1~1;,~02~0£~L_!B"~R~.Vt'.~.G~.v.~./i~1?EV.~. _!!ff~R~.w~.G~.v:... ~TO~B~.v~./,~,1D~VED!E._!!_NO~Ti!.E!_4J~ct~D~E;~L_!_N~O!:,TE:..:J~2.µ~~,.:I.~~k-~l'J;:_F~A-=-----I DRAWN: ~1---1----+-----------------------,----.... -----. / YMY ~l---+---~f---------------------------t---------1 .... _....,.-----t U: CHECK: ru ~ RSR / ~ - I CONSIRlJCT 811 ZONE C {HGL 620) iRECLAIMED WATER MAIN ----_ ..... --_ 1 The Keith C 2955 Red Hill Avenue, c4sta Mesa, CA 92626 (714) 540-0800 R/W 43+00 R/W\ ----j/ ~ II lF-= II;: j• .=.----" I I I h OUNcs· Bl.Uri ,.S1i=~c..•~4J"-+'-';3,"2.,,,27,----133 INSTALL 8"X4" TEE IL 34 - STA. 44+ 73.46 EC ARCHIPELAGO DRIVE H .. -i mvINE RANCH JATE/1 D/S'll/lC'l' No. :i(' Exp 9/30/0 ~ CIV[L "l,t OF C ROBERT F'. S£cW.N R08£RT S. REID STE.VcN L W.ILOY STA. 45+50,04 BC !!ATE TKC PROJEfI ENGINEER R.C-E.2164 R.C.E. 4 rRWD PRINCrPAl ENGUfilR R.C-E. Jf926 46+00 -_, STA. 47+15.03 PRC 47+00 48+00 T/C fEa...-aFQ WAJB C0NSTRJc110N Nui@ ,...~@_r-CONSTRUCT 8" PURPLE AWWA C-900 PVC PIPE, PRESSURf CL 200, WITH DI FITTINGS ( /f..Y-~.!::J,1:,,,--., ~~sm.9 ~INSTALL DI FITTING AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PLANS, PER IRWD sro. PLAN W-12. @-INSTALL 1• AIR RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PER IRWD STD. PLAN W-10. @-:=:-INSTALL DI BUND FLANGE FOR FUTURE CONNECTION. .-41 INSTALL 4" R.W.G.V. PER IRWD STD. PLAN W-7, AND CP-11 FOR META.LUC PIPE SECTIONS. & ~INS ~LL 8" 8,V., CL. 150, PER IRWD STD. PLAN W-7, AND CP-11 FOR METALLIC PIPE SECTIONS, __,,....,, . ...,.,_,...,.-... ~A...,,.._A,.,,.__.A._.__,..__,,,.._,,.,_,,..-_,...__....._..,._,,......,.....,._,., T/C -- ~DATA DELTA RADIUS LENGTH TANGENT 1 J1'20'09" 1135.00 620-75 318,35 2 09·18'4r 1015.00 164.98 82.67 3 15'24'03" 285.00 76.61' 38.54' GRAPHIC SCALE ~f----r_i l!O I ... I ( IN FEET ) 1 inch -40 ft. IRVINE RANCH WATER DISTRICT CRYSTAL COVE-PHASE 2 RECLAIMED WATER TRANSMISSION MAINS ARCHIPELAGO DRIVE PLAN AND PROFILE FROM ST A. 38+50.00 TO STA. 48+00.00 SHEET R3 OF 24 SH££TS (\j 0 0 (lJ -(") >, -:, 7 OJ ;o .,, '!) .... 0 ! ,._' I ' ' -f' -. -/~. ' i '_i 160 i ' ! I ' . 10+00 DIAL TOLL FREE 1-800-227-2 600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOl/THERN CALIFORNIA 12+00 CONS I RUCT a• ZONE C (HGL 620) RECLAIMED WATER MAIN BEGIN CONSTRUCTION 39 CONNECT TO EX. 8" RW STA to+ 17.00 BC= STREET STA. 19+45.05 N 154274.1657 E 80893.9404 ~ NO. DAT[ REVISIONS APPROVED DESIGN: 13-ltOO 14+00 15+00 TWILIGHT BLUFF I l JI r, I I 4• R.W.G.'I. TWILIGHT BLUFF REEF POINT DRIVE 16+00 17+00 CONSTRUCT a· ZONE c~ (HGL 620) RECLAIMED WATER MAIN --UTIUTY SLEEV£ (TrP,) ------------ STA. 14+29.91 JJ INSTALL 8" X 4' CROSS T/C STA 16+14.70 EC 34 STA 16+50.00 JJ STA. 16+81. - = STA 49+ INSTALL 8" CROSS (SEE PROFILE THIS SHEET) T/C D'\lE ~ lLlW~7~1/'!_!17.~1/o~2~0£L~. 4~•R~.w~.G~.v.~./l~R~EV.::...-~B"~R-~w.~c-~v._2ro~B-~V./i(!_'ADD~fD~N~oTE:~4!._4 ~&JDEL~-!_N~OTE:~J2~~~~~~h~D;FA;,..._-1 ~ DRAWN: ~ l----l------+--------------------+--.K...---1 7 ™Y gl---l-------l---------------------------11--------1.__ ______ ..,. The Keith CoITTpanleslTl<C H -.-I IRVINE RANCH WATER DISTRICT "f8: ~CT fl/WIITR :\t.i46 T 9624 00: l---+--+------------------jt---------1C ECK: ~ RSR -/ ;;; 2955 Red Hill Avenue, .Costa Mesa, CA 92626 (714) 540-0800 IRWD PRINCJPAL ENGIN£ER srEVEN L. MALLOY R.C.E. 31926 /C R/W IRVINE RANCH WATER DISTRICT CRYSTAL COVE-PHASE 2 RECLAIMED WATER TRANSMISSION MAINS ._ g -1,,,.,j,,,,;, ,,1 48+00 49+00 @-CONSTRUCT B" PURPI.£ AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH DI FITTINGS PER IRWD STD. PLAN W-1 1. ~ . . .. ,,_._, • JJ INSTALL DI FITTING AND HRUST BLOCK, SIZE AND TYPE AS IND/CA TED ON PLANS, PER IRWD STD. PLAN W-12. ~INSTALL 1" AIR RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PER IRWD STD. PLAN W-10. @-INSTALL 0/ BUND FLANGE FOR FUTURE CDNNfCTION. J9 REMOVE TEMPORARY END OF LINE BLOW-OFF AND JOIN EXISTING PIPE. ~,,.....,,.......,......,......,,.._ ....... _ ffi @-INSTALL 8" B.V., CL. 250, PER IRWD SW. PLAN W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. ~ .. ..I'-✓--.,..,~~-__,,,._,...,_,,.....,......,......,-._,....,_~~ CUWEDATA DELTA RADIUS LENGTH TANGENT 1 6J'J2'06" 539.00 597.70 JJJ.77 GRAPHIC SCALE 20 .. 80 180 I I ' ____ __JI ( IN FEET ) 1 Inch = 40 fl REEF POINT DRIVE PLAN AND PROFILE FROM STA. 10+17.00 TO STA. 18+50.00 SHCET R4 Of 24 SHCETS (\J 0 0 (\J -(') >, 3 -, 0, 3 "! r---st y· J -r -. l. ~•••,"'~•.·cs-~,a J • • , I ___ J • ·l . ~· ,J • -1--·; ' i __ I - 1- j - ' , .. 18+00 DIAL TOLL f'REE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT Of SOUTHERN CALIFORNIA 19+00 20+00 22+00 j ' TA 20+29.~5 BC T/C -·+ i .. ),, .. , i L -T --~_,.,. !- ,,,,,.j' ' ·f· :dOO,ooL~tre:i.wli~iC4'_--. ,--~--... I;. 23+00 i PROFILE HOR1Z. 1• = 40' \1:Rl 1" = 8' ~-- ' l , i • j --' -_ -r ' ··•; ---_ .. ,, --. i +-. ·t· • --C" ! ' .. l. i . ~-----· ; -'.· ,.. L ... • --! " 24+00 co~s I RUCT 8" ZONE C (HGL 620) RECLAIMED WATER MAIN II R/W \ REEF POINT DRIVE __ , ' ' I ! 25+00 26+00 21+00 STA. 25+12.65 JJ INSTALL X4 TEE J4 j r ' ' i , . / -- ;.- "+ i -l-___ ,_, ___ -) ·1 28+00 fECI AA Bl WATER CON8JB&il()N NP• fl ®--CONSTRUCT If' PURPLE AWWA C-900 PVC PIP£, PRESSURE CL 200, WITH DI FfTTINGS PER IRWD STD. ~-~ . . ' ) INSTALL DI FfTTING AND THRUST BLOCK, SIZE AND TYPE AS IND/CA TED ON PLANS, -PER IRWD STD. PIAN W-12. •-•·-...,. ~INSTALL 1• AIR RELEASE AND VACUUM RELIEF VALVE" ASSEMBLY PER IRWD STD. PLA_ N W-10. ; \... ~ ~~~__,,--.,,-..,--.,,-v~-...,,,,-..,.---«r·•,"·•-._, ~INSTALL If' B.V., CL 150, PER IRWD STD. PLAN W-7, AND CP-I1 FOR MUALUC PIPE SECTIONS.) "-\,,,..,.__.,,......,,.._,,,.......,__.,._~~-.A~"''-'"·~~•,_.,;,,.__............,,_,1 ~ 7 ~ ~ 1 ct.REDATA DELTA RADIUS LENGTH 9(!1J'Ot' 695.00 1094.34 GRAPHIC SCALE i_i .. I ( IN FEET ) TANGENT 697.64 ""' I l ' ~ 1--------------------------------"'T~~~--,---------t--------------,--:;::::::~--,--------------------~=---r------------------------r------------------------------l °'CL LN:.:.O=.:·........:D:.:..A:..:..TE=-... __ :___R:.:..E:..:Vl.:.:S::.:../O:.:.N.:.:S:___ ________ --r_AP_P_R_O_Vi_'ED-.-I DES[J~F.GAN: DATE IRVINE RANCH WATER DISTRICT 1 inch = 40 ft. V ,~ The Keith Coml1'·,panieslTl<J•,,, C A fKC PRO.JEcr £YG/NEE;B G f.L~f..'.6~1J';fii,'0=:2tR£~L~OCA;i;Till:;;;-:~R-~W;.:. ~&fD~.W~.iLA~T.iA::T;;CAPE~~FRIO;;;;;;~;;;:;:;~~;:-;;-;;--;;;;,;;:-.;'i-fJ;fb'-~f-#~'1-------1 ROBERT F. SffMAN /lc.E. lffif46 :,, 7/18/02 . 4"R.W.G.V./Rf.V. !f'R.W.G.V. TO B.V./ADD£D NOTE 4J 4c DEL. NOTE 32 ORAIWN: .1._ AU~~~~~~~===~=--==--~-----------r-~~---~ '----"-' • 00,,, 1----1---~1------------------+------t YMY 4iitlDllllll• IRVINE RANCH ROBERT s. REID ~ CHECK: 2955 Red Hill Avenue, Cqsto Mesa, CA 92626 (714) 540-0800 fATER D/STBJCT :3 RSR IRWD PRINCIPAL El'/GJNfER CRYSTAL COVE -PHASE 2 RECLAIMED WATER TRANSMISSION MAINS REEF POINT DRIVE PLAN AND PROFILE SHEET R5 OF / STEVEN L MALJ.OY R.C.f. 31926 ~L....L--..L.----------------.L...----.,_ ___ .._ ______ _, ___________ ,._ _____ _.__.;,;,;~...;;; .... _________________________________ .._ __________________ L. ____ _. FROM ST A. 18+50.00 TO ST A. 27+50.00 24 SHEETS d 1: .,, 3 .Q I L >, "" E: a. ru ru (\J -ru 0 0 ru -(') >. :i 7 CJ) .. .,, oi ... 0 ' •··-+· -+· .,., ··+·•-:••--·+····J. ../. . i I ...... j .. . i ' . _!_ . i r : I 1~· ···7-_ .. " "] .+ ...... , .... ,. ·+·••--i••···i··· i--+-~~- ; i ~ tl T. 28+00 ff OW (DEV)-"<--'<'<-, DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA I ·' I I 29+00 ~; ti I / /, !j j_ ft,"> 4" RWGV ,,,. .. .__ BY OTHERS -- 30-lr00 31+00 '--.. .............___ I -1--.. -tl_ .. ---+ ··i ··t •. , .. +·· •••• , • +···r··· -+-·-.. :y~-·-i·-·--f ····+•-•i .. -.,+ ... ,._ . + t -1 l _ ! i· 32+00 j r . ~ ' to .[ I i ' . , .. 33+00 WHALERS BLUFF STA27+oo MATCH LINE SEE SHEET NO. 34+00 RIO --------___ h--::.c=ONSTRUCTS·zoN-e-c- (H J5 STA. 27+32.88 STA. 27+38.38 I I WATIEA MAIN T/C T/C STA. 31+23.99 EC STA. 32+24.61 BC REEF POINT DRIVE R/W c...~- STA. 27+87.86 WHALERS BLUFF 37 A L 1WO WIRE TEST STATION AND TEST BOX '-"S""TA'='.="J2=+:e80.--• .,,.13"=---;R;;,£;a;,,EF,..,,P.,;O="'IN.,,,T-,a;D;;,;RIVE~,,,_RW"---133 ; STA. 27+94.22 WHALERS BLUFF RW INSTALL 8" TEE (SEE PROFILE THIS SHID) 35+00 36+00 21+00 28+00 WAlER CQttmlJCnON 40' ~ C<IWEDATA DELTA RADIUS LENGTH TANGENT 1 9(1'/3'02" 695.00 1094.34 697.64 2 30'22'45" 1065.00 564.68 289.15 GRAPHIC SCALE .., 0 ~ ( IN rEET} 1 inch = 40 tL ~ 1-------------------------------r=~~-:--r--------,-------------.--.;:::::-""'--r---------------------::::--,-----------------------r----------------------------1 :'. APPROVED DESIGN: • ll'.TE °'a. l---,,NO,-·..--D_A_TE----,-_____ R_E_Vi_lS_IO_N_S--,-------------r7r,-;-----::;;:T:"T:::1 OF.A IRV1NE RANCH WATER DISTRICT G lL£2 u.:.c7 /~1~8,/i~0~!2~R~EVl~SB~D~lf~R~. w~.G:'.:.v.'.:... _:_TO~B.~V.:... /~ADffi~~D~O~ON'..'.:ST.'.!;·:.,:N~O~TE:__:43~----~~~P--~~➔--+-----1 T h e KB it h C D nJ pa n i e 5 C [! R08£W F. SE:F;W.N 1l.i.l8Mfl f"NG/Hf;ER ::.. DRAWN: ~ J/~ / ~ 1-----1--~-------------t--_,._-----I YMY .. Ila n.-, '.3 ■-----+---+-------------------r-------.■---...,....----■ IRVINE RANCH g} l--+-----1-----------------------t-------t CHECK: 2955 Red Hill Avenue, dosta Mesa, CA 92626 (714) 540~0800 fATEI/ ])fS'J'JlICT ~ RSR R.C.E:. 9624 IRWD PRINCIPAL E:NGINEER CRYSTAL COVE -PHASE 2 RECLAIMED WATER TRANSMISSION MAINS REEF POINT DRIVE PLAN AND PROFILE FROM ST A. 27+50.00 TO ST A. 36+00.00 SH£Er R6 OF 24 SH£Ers / STEVEN L. 114LLOY "'L.....1 .... --1-------------------i-----.... ----.... -------~----------------------..................... _______________________________________ "---------------------..L-----...1 R.C.E. 31926 • ru 0 0 ru -D 0 .£ u '-0 I OJ 3 " (J', " -0 400 .JNY. 36+00 37+00 38+00 / _: ···-/ . •/ , A . ,,,.,,, ·-·.-· -.•.-.,;__ .. ,. '-"""''" ;-,; ,• _,:. ·-· / / / 39-!iOO / / / y / / / / / CONSTiU~T M.OOLF. 8' O-V00.~;.~150 • / ' ✓-/ ./ / / / ><> ./.· / / , ,.,,,¢ / / / A:' . / _i / 40+00 • • • -• --•-+---,~,.--, --.--.-• --41+00 8£!.~ 1/A4VE '. PROFILE HORIZ. 1" = 40' VERT. 1" = B' CONSTRUCT 8" ZONE C (HGL 620) __ .___ D WATER MAIN 42+00 ---------------------------------------------. /! ----------- ----------------.. • I .......__......______, -~---------------------------· _ _/ : ----------------------j I I • --------------------------------- DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO OAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STA 37+89.29 [C ---~·----- -------+- "' 'l "' 'l 9 "' " R/Wy L_R/W I! 40 N2J'(i'4 W " FEEF POINT DRIVE "' T/C 34 STA 42+01.08 , 9/JO/O !':TVIL I I I I I , ... ,,.~--. ., .. -,-~ ., ... , ... ,, ---~ ,,'""-·•··-~.,•-. {' . -,~. -,-·-··,--, ,_·-,•--. ' . -. . --' -'----~--. .\---.,, ... ,,, ,, ---••.,.~---,-· "· . •-· ' __ ,._,, __ .. ·--··--~--:=, 43+00 44+00 45+00 \ -- STA. 42+04.08 32 I (j ---~ ' ' ;:'( ~I n i.·. 46+00 FECI All lfP WA'TER CONSTflJC110N NO• F8 ~INSTALL ft R.W.G.V. PER IRWD STO. PLAN W-7 @-INSTALL 1• AIR RHEAS[ AND VACUUM R[L/EF VALV[ ASS[MBLY PER IRWD STD. PLAN W-10. ~CONSTRUCT l5' PURPL£ AWWA C-900 PVC PIP[, PR[SSUR[ CL 150, WITH 01 FITTINGS PER IRWD STD. PLAN W-11. ~ 7 ' 1 2 DELTA J0'22'45" 44'12'48" CLIM:DATA RADIUS LENGTH TANG[NT 1065.00 564.68 289.15 565.00 435.99 229.50 GRAPHIC SCALE ~ 100 l~ __ I ( IN FEET ) 1 inch = 40 ft. ~-----------------------------------,--------,r----------..,.--------------"T--------,r-----:::'"..,,l""""---------------------r--------------------------,r---------------------------------1 ~ NO. DA TE REVISIONS APPROVED DESIGN: DATE ; --~---,--~-----------------.----------1 DlFA The Keith Ca mipa n i es tH-:::♦.,. c:Jl--+----t-------...... --------------t-------..------t ! C ::, DRAWN: I Al---1-------1----------------------t------~ • s YMY 1.tlllll!I• '.:: 1----+---+-------------~---+-------1 ____ ___, IRVINE RANCH ~ CH[CK: 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 JATEH DJS1'fl/CT ;2 /fSR IRWD PRINCIPAL ENGINEER TKC PROJEoT MANAGER R.C.E. 49624 IRVINE RANCH WATER DISIRtCT CRYSTAL COVE -PHASE 2 RECLAIMED WATER TRANSMISSION MAINS REEF POINT DRIVE PLAN AND PROFILE FROM STA. 36+00.00 TO STA. 46+00.00 SHEIT Rl OF 24 SHEITS / R.C.E. 31926 "'l......ii---.... ------------------1.-----..&.----..... -------"'""'!------------...a--------..................... _________________ _. _____________________ __..._ ____________________ .,_ _____ _. ru 0 0 ru -C'l >, :5 7 Ol ,. .,, 0 If) 0 -~. "i° --"·"- I ,_,, -"i' - ' "J. -.. J , ' ,. -.. i ., , I ' . J-' ' I , ---;----!' , . ., ) .,.,_; ' I ,5()Q )" --' --··--·--~--· , j • 1 ·-·:-:::-·-L 48+00 CONS I Al.JCT s• ZONE C (HGL 620) RECLAIMED WATER MAIN T/C STA 46+53.13 PRC I ,_; r ~ ---· 49-1+00 8" DW (BY DEVELOPER) 33 STA. 4,9+35.72 EC INSTN.. B" -9Q' BEND .END PRY CONSTRUCT/ON "' q--·-·--·--- !-· ~ -~----·--~ ~ ~g-,~ ' JJ STA. 49+24.14 BC 1 INSTALL 8"-90' BEND; BEGIN PRV • 50+00 51+00 (&~ ·-..r, B J-----f,A"il'ill!"+-FUTURE ff RECLAIMED , WAJfR LINE - --CONSTRUCTION . ----........::...._,:;;,;-1-J"~ OF PAVEMENT ,:C....~<i_--------=: ~ '• . ls ZONE D-C RECI.AIMED WAJfR PRESSURE REDUCING STATION (SEE SHT. R11) FUTURE DOMESTIC WATER ✓ PRtSSURE REDUCING STATION BY: OTHERS 43 40 ... ~ ---.. .,,~---f,,,,... ~ ~~~--~ REEF POINT DRIVE 33 STA. 50+44.07 INSTALL B" XO JfE f:J lit DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERI/ICE Al.£RT OF SOUTHERN CALIFORNIA CONSTRUCT a• ZONE D (HGL 750) RECLAIMED 1WATER MAIN STA. 51+19.08 36 END CONSTRUCTION N 156764.7392 E 81804.8538 ,.. ,-· -; ' ' . ··1· ' -__ ;.: I I -·+· I ' ' L_ ' ' \,_ -f,. .. ---1-~ ·I•···, ..... ,. 1 ' .. ,., ··i-l, ' ' 1--- FECU; tt WATBI C0NBT11JCT1oN Hui •·•••l ,,,, ,_,.,,., •r•• ,wJ i- ~INSTALL B" R.W.G.V. PfR IRWD STD. PLAN W-7 @-INSTALL DI FllTING AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PLANS, PER IRWD STD. PLAN W-12. ~INSTALL TEMPORARY END OF UNE BLOWOFF ASSEMBLY PfR IRWO STD. PLAN W-9. &-' INSTALL DI BUND FWJGE FDR FUTURE CONNECTION. ~CONSTRUCT B" PURPLE AWWA C-900 PVC PIPE, PRESSURE CL 150, WITH DI AmNGS ...--.,.,.....,,...,..,,..,eEE,,fRWD STD. PLAN W-11. _.......,...._·--··--··--..-, . V -'· V' -~~....,......,,,•-.,.-'< • • V ~ V w V £ @-INSTALL B" 8.V., CL. 150, PER IRWD STD. PLAN W-7, AND CP-11 FDR METALLIC PIPE SECTIONS. __ _. ....... -~~_,._-.,.....,..,"" ....... .A..~ ....... --_..,,._..,,. CllM:DATA DELTA RADIUS LENGTH TANGENT 1 44'12'4lf 565.00 435.99 229.50 2 52'07'4d' 395.00 359.37 193.20 3 08'49'21" 585.00 90.08 45.13 GRAPHIC SCALE 20 40 10 , .. 1_1 I I (INFEET) 1 Inch = 40 ft. ~ 1---------------------------------r~~~--,----------,---------------,--------T"--------------------~:--r------------------------"""-----------------------..... ------·I ~ NO. DA TE REVISIONS APPROVED DESIGN: Ll'\1E ~ tz2~J=t71}1a;0~02~I~REVl;;S£;o~tr~1RG,w;.c;.v.=. ~TO~~a;v.~/~ADD;~g~o~c~o;Ns~T-=N;D~TE[;43~========~~~~;;:;~~~h-r~~ ....... .....,..0...,.F..,..A,---I The Ke it h CO rn pan i a 5 C ;f=t ~ ~~ .. ~ 1--+---+---------------------,t--~------a YMY .... , 0 1----+-~---1----------------t-------1 IRVINE RANCH ~ 1-C_H_E_C_K_: ---11 2955 Red Hill Avenue, Costa Mesa, CA 92626 (714) 540-0800 WATER D/S'fRJCT 3 1--+----1----------------------------,t-------1 RSR 1RWO PRINCIPAL £NGIN££// ROBERT F. SffMAN R.C,£, ROBERT S. R£/O c.it. Tti24 IRVINE RANCH WATER DISTRICT CRYSTAL COVE-PHASE 2 RECLAIMED WATER TRANSMISSION MAINS REEF POINT DRIVE PLAN AND PROFILE FROM STA. 46+oo.oo TO ST A. 51+19.08 SHEET RB OF 24 SHEETS ST£V£N L. MALLOY R.C.£. 31926 ~ ........ __ ...1, _________________ ..,.1 _____ .._ _________________________ .._ _________________________________________________ .... ___________________ ..... 1-____ ..... 3QO, ' ' (_ t· .,, ·-r 1· I ' ' ' 11+00 12+00 13+00 14+00 CONSTRUCT 8' ZONE C (HGL 620) RECLAIMED WATER MAIN 15+00 16+00 11+00 18+00 ·19+00 20+00 34 STA. ll+JJ.20 fEQ AI/B? WA'IBI CON81RJCT10N Nolt:$ -~,_...,,_,~~ & fNSFAI.L d' R.W.B.~ ,"ER ffl'//0 S7'B.F'LMIW7 ,._;......,,....,.,.,...~- _ _,_. ~INSTALL DI F/Tr/NG AND THRUST BLOCK, SIZE AND TYPE AS INDICATtD ON PLANS, PER 1/IWD SID. PLAN W-12. @-INSTALL 1• AIR RELEASE N/D VACUUM RELIEF VALV£ ASSEMBLY P£R IRWD STD. PLAN W-10. ~ INSTALL DI BUND flANGE FOR Fl/TUR£ CONNECTION. @-CONSTRUCT 8" PURPLE AWWA C-900 PVC PIPE. PRESSURE Cl 150, WITH DI f/Tr/NGS ,.......,.., . .!$8-!!J!!!.,;.1!:)'~._~--....-v~.....,,....,,,.v-~~ & ~INSTALL 8" B.V., Cl. 150, PER IRWD SW. PLAN W-7, AND CP-11 FOR AIETALl/C PIPE SECTIONS) k. ··•---~~' , ~'--'~-' STA. 12+ 26.89 ,PRC sTlt 1J+67.BJ ,--"--'4"--'-"-'--','-""'---lJJ IN$TAlL 8" X4" TEE ,-:.ST."-~"--'-'-1'-l+c.;6;=-K:.::,05;:.....=-SJJ INSTALL X4 TEE d ]: "U :,; -" I <.. >, "' E'. a. Q', (1J (ij -(1J 0 0 (1J -(') >, :,; 7 0) ,. <l DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG --. T/C ----- T/C 3 STA. 15+29.49 PRC 4•; UT/l/1Y SLEEVE (TYP.) WHALERS BLUFF 16 - I ' ' ' CRU!RSERS BLUFF UTILITY SLEE\,£ (TYP.) -~::~~~~-~ -~----~~ ..___ N6(f56'55"W 34\-.:l.sTi!!lA,.__.!,;19u+~8o~.o~o~ ___ _,,. INSTALL 1" AIR RELEASE AND VACUUM RELEASE VAL VE STA. 19+J1,9J .33 INSTALL 8" -11.25' BEND STA. 19+59.60 INSTALL 8" -11.25' BEND JJ STA. 19+94.01 INSTALL 8'-11.25' BENO JJ ctffl'EDATA DELTA RADIUS LENGTH TANGENT 1 2(f05'J:5' 489.00 171.48 B6.6J 2 2fi50'20" 646.00 302.60 154. IJ ,3 29'11'2!1' J89.00 198.19 IOI.JO GRAPHIC SCALE ~c---i_i BO 110 I I -( IN FEET ) -UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ~L-------------------------------------T:"::':':-:::":'~--r----------+----------------r--~--.-.-.-.:-.-.. -.,.--"T------------------------~~-,------:::-::-:::--:-:-:"'.':".""."".":':"'.'===-=-==::-:-:::----.---------------------------T--------1 v, NO. DATE REVISIONS APPROVED DESIGN: • O,S.le IRVINE RANCH WATER DISTRICT ~ ~ H -~~ 1 inch = 40 ft. ~ 2 7/18/02 RfVISED8"R.W.G.V.TOB.V./ADDEDNOTE43'&:DELETtDNOTE32 '/ft-The Keith C □m:.,paniesl •-• K• ROBERTF'.SE:E:IJAN 1<.c.t.21646 ~ 1--l.---l.------~------------if-~11-----1 DRAWN: __ p Ji_ / YM y ii+lfflml g 1--+-----1-------------------------t--------t ROBERTS. RE:ID --------1 mvINE RANCH K; 1--+-----+--------------------+------t CHECK: 2955 Red Hill Avenue, C◊sta Mesa, CA 92626 (714) 540-0800 IYATEJ/ DISTRICT 3 RSR ,;; IRWD PR/NC/PAL E:NGINE:E:R STEVfN L. MALLOY R.C.E:. 31926 CRYSTAL COVE-PHASE 2 RECLAIMED WATER TRANSMISSION MAINS WHALERS BLUFF PLAN AND PROFILE FROM ST A. 11+00.00 TO STA. 20+00.00 SHEET R9 OF 24 SHEETS (\J 0 0 (\J -(') >, ::, -, Cf) " -,::, ru "' t l -i I i $.'. i~ ·.·~··•· -,I . l -· '_!: T 20+00 DIAL TOLL FREE 1-800-227-2600 AT LEAST lWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 21+00 STA. 20+22.35 JJ INSTALL lf-11.25' BEND STA. 20+41.28 BC T/C I 22+00 23f00 CONS I AlJCT is• ZONE C RECLAIMED WATER 1 MAIN 24+00 T/C 25+00 26+00 PROPOSED JO' IRWD fAS£MENT N72"5J'12"W JJ STA 26+36. INSTALL 8" -4$ EfFND R/W ~:~-~~~:::. - -=::::::,:.:::::-==:-:::~.:-:.:::·:=-..::::...:;_, ----- ~R/W 2 STA. 23+85.86 PRC WHAL.ERB BLUFF STA. 2 +27.7J EC JJ STA. 26+90. 12 INSTALL If -fl BEND 26+41.4 SIT/ON TD P AFTER VAL vf Jl STA. 26+57.10 IN l 1WO WIRE" TEST STA ON &: Tf:ST BOX 21+00 I ,. -·f -. ~-:- i ·1 ·1 -{. · · t-"· I J. .. +·····I··· ' 1.l i '. I. ---.. ~-" , ...... , ....... , i ..... , ... L. ~.L~ .... .,;,~ .. _J., --r -- i J ·-r ...... , .... • .. -•+ - ' +······· ··:-·.--·: •• ·r l£C' fl 11-Q WATBI CONST'flJC110N Nu• 0 i --t- i -~·-- t ----+· ' l . 1· • i. @-CONSTRUCT ff AWWA C-151 DIP AND FITTINGS, SPECIAL THICKNESS Cl 50, WITH ~RWO SID. PWIS W-11 AND CP-10. ~ JJ INSTALL DI FITTING AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PLANS, PER /RWD STD. PIAN W-12. ®-=--INSTALL TWO WIRE TEST STATION AND TEST BOX, PER IRWD STD. PIANS CP-1 AND CP-6. @-CONSTRUCT ff PURPLE AWWA C-900 PVC PIPE, PRESSURE" CL 150, WITH DI FITTINGS r7:~ PER IRWD STD. PIAN W-11. . ~~-V-~"'··, l Lti. ~INSTALL ff B.v., CL 150, PfR 'liwo sro. PLAN w-7, AND cP-11 FOR METALLIC PIP•~ '------~·~""'-"~~..,.,_,,,.,,_.,,__.,, ~DATA DELTA RADIUS LENGTH TANGENT 1 54'41'2J" 361.()(} 344.58 186.68 2 06'10'02" 389.00 41.89 20.96 GRAPHIC SCALE .. 0 ~ j°_j-j'----_ ___.•f ( IN FEET ) 1 inch = 40 rt. r ". 1 gl------------------------------------r.~~~--.----------,----------------r--------,r-----------------------~:'.':"'"-.,.---------------------------,r--------------------------.--------1 ~ NO. DA TE REVISIONS DESIGN: DAn: ~ l2~J[~7 /~1B~Vi~o2~J~REVl~~sm~Glf~~R~.~~.G~.I-'.~. ~TO~~B-~V.~/~ADDE,~~~DGNO~~TE~~4J[&:~~DEL£TED~~~~~NO~TE~~J2~==jZ~~~;J~5!i.~?1-....,.:D:.:_F,:_:A_-I T h e Ke i th C o rii••• pa n i es I H ROBERT F. SEEMAN ff.§.[Rfi!il QIG!WB :J DRAWN: C ~~-+---+------------------------r------~ • ,,, YM y .. -• g 1----1------1--------------------.,,--------._____ IRVINE RANCH ~ CHtCK: 2955 Red Hill Avenue, Costa Meso, CA 92626 (714) 540-0800 WATER DISTRICT ~ RSR IRWD PRINCIPAL ENGINEER R.C.E. 31926 IRVINE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 2 RECLAIMED WATER TRANSMISSION MA/NS WHALERS BLUFF PLAN AND PROFILE FROM STA. 20+00.00 TO STA. 27+00.00 SHEET RIO OF 24 SH££TS / STEVEN L. MALLOY "'L.....L---....L------------------------------------------------------------.... ----------------------------------------------... ---------------------L-----....1 (j _£ .,, " _Q I L >, "' E 0. "' ~ (ij (\J 0 0 (1J (\J (\J £ u L (j ::,: Ol 3 .,, ,.... A J ( I ' Tflfl.lETRY CAB/NIT 'b I - .t-:· :~·" _______ •• ·-----------,•,.,·· 4'-"' .••.. l---~--'--=u---'-1---''-----, !~~ --e ~ -----1...t--~ -9" I -i......:----1 Ml/'I. ' 5 }~. TYP. ,-·,i •.o. • , ... ·. l,----5' PVC SCH. 40 DRAIN LINE DISCHARGE J" PVC THRU CURB FACE SIDEWAU< > • ~2" PVC COATED~ ;s··•1j) '_RIGID STEEL 'y .___,,,.....,__~ • •• ICONDU/T . --" ' _.. . _ -TELEMETRY \_ ACCESS DOOR OPENING (4'x4') ' I I I I I I I I CABLE IN 2" PVC COATED RIGID STEEL CONDUIT A I BACK DF ROLLOVER CURB I I /GUTTER LIP ---------.-----------------------------------j-----r-i---1~-itritr-~--- • ,. ! END PRV CONSTRUC710N ZONED DIAL TOLL FREE 1-800-227-2600 AT LEAST 1WO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA STA 49+35.72 REEF POINT ORNE (SEE Slff. RB) I BEGIN PRV CONSTRUC71~N ' STA 49+24.14 REEF POINT ~VE {SEE SHT. RB) iw POMDIIVE PLAN PRESSURE REOOCING STATION SCALE: 1/2" = 1'-0" PRESSURE TRANSDUCER OR PRESSURE SWITCH PER PLANS & SPECS ELECTRICAL CONN. SEE ELECTRICAL Pl.ANS ,-----1/i" BRASS TEE ' t/2" PETCOCK i ,-----1 /2". BRASS NIPPLE'p (TYP.) ,----1/2" BRONZE GATEj VALVE ...---1/4• ~ NIPPLE I Ii;:=--DIRECT BURIED CABLE ,,.-TO BE INSTALLED IN CONDUIT WH£RE CABLE LEAVES PIPE: TRENCH -;,:--FROM DOMESTIC WAJ'ER TRENCH SEE SHEIT WB 4 1 V2" DIAMETER DIAL, OIL -FILLED, SHOCK PROOF PREfiSURE GAUGE WITH J 16 SS BOUDON TUBE AND SOCKET 7/PS, AND SHATTER PROOF GLASS AS /.JANUFACTUR£D BY U.S. GAUGE DIVISION OF .AMETEK, INC., DRESSER INDUSTRIAL VALVE AND INSTRUMENT DIVl~N. DRESSER INDUSTRIES, INC., OR EQUAL. CAPABLE OF PRESSURE READINGS TO 400 PSI . __.--1/2• Xt/4•! BRASS BUSHING _.---1 /2" 8/?tj ELBOW ' 1/4 FfESSUE WICE AN) BWflCH FfESSUE TRANSDUCER DET.jl_ CD NOT TO SCALE ' - ' 5' /.JIN PROVIDE TAP FOR PR£SSURE TRANSl,f/T1fR 9 18 SAMPLE TAP W / 1/'i' BALL VALVE AN 3/ff' COPPER TUBING FLARE (PER TOP END OF IRWD STD DWG W-26 BASE 1 1/i' GROUT SEC710NA-A 1:t' IAIN. _L GRADE SEC. .r-t-PROVIDE TAP FOR PRESSURE TRANSMITTER STUB OUT MAIILIE lIDJ 0-- 0--0--©--®--®--0--®--®-- @)-- QUANT/7Y NOT USED 2 EACH 2 EACH J EACH 2 EACH 2 EACH 1 EACH 1 EACH 2 EACH 2 tACH &&ElMEOf.lS @ 2 EACH @ 2 EACH ® 1 £ACH @ 1 EACH ® 1 EACH @ 1 EACH ® 1 EACH AIA7ElfALB DESCRIPTION --8" D.I. SPOOL, LENGTH AS REQUIRED, FLG'D ENDS --8"x6" FLG. x FLG. D,I. 9<T REDUCING ELL --6" D.I. SPOOL, LENGTH AS REQUIRED, FLG'D ENDS --6" RESILIENT SEAT GATE VALl!r --6" FLG x GROOVED-END SPOOL --6" GROOVED-END COUPLING --. 6" PRESSURE REDUCING VALVE W/ FULL CLOSED POS/710N SWITCH --1• SPONGE RUBBER SEAL AROUND PIPE. DRYPACK WITH CONCRETE 1-JOITTAR --ADJUSTABLE PIPE SUPPORT. SEE IRWD sm. DWG. W-24 --PRESSURE GAUGE (ASHCROFT 0-150 PSI), SEE DETAIL (A\. PRESSURE TRANSMITTER PE:R DETAIL ~. V PER IRWD STD. DWG. 1-2 V --PRfCAST CONCRETE VAULT 6'-o"x8'-o" WITH 4'x4' HATCH, H20 LOADING. PROVIDE D/AlolOND PLATE ALUMINUM ACCESS DOORS WITH RECESSW PADLOCK HASP. --1' AIR VAC Rfl.EASE IRWD STD. DWG. W-10 --CALV. STEEi. LADDER (ALJllill/fJRA FOUNDl?Y) W/t.AODER UP AND SS ANCHOR BOLTS --DOOR ENTRY SWITCH PER DETAIL ON IRWD STD. DWG. E-12 --FLOOD LEVEL SWtTCH AND SUMP PIJl,/P, PER DETAIL ON IRVIO STD. E-1 J NOTE: ELECTRICAL & TELEMETRY SHALL /11£ CONSTRUCTED PER IRWD STD. DWG. W-21 AND SHT. E-1 THRU E-8. -2" PVC COATED RIGID STEEL CONDUIT TO TELEMETRY CABINET AND SCE PEDESTAL --__ ---__ -----LR/W UN~_ ---_ -1--FO_R_ FUTUR_E_D_o_M_E's~1c_ w_A_TE_R_P~ ~Y_o_T_H_E_Rs __ s_c_E_P_E_D~T~" .... \--__ ---___ _ FUTURE DOMESTIC WATER PRV~ (SEE SHEET D8) '-..._ ,----~---------•• ,._ DW PRV BY OTHERS BACK OF SIDEWALK~ No. 49624 \-;:: ~xp. 9/30/04 l~ CIVIL ~ ~OF C ~ 10'-o" RW PRV TELEMETRY CABINET j I \ I'-ELECTRICAL FOR TELEMETRY CABINET, PER IRWD STD. PLAN W-21. z• PVC COATED RIGID STEEL CONDUIT IQl---------------------------------ir-....,.-----ir---------+---------------T-------,r--T-H'~--------------~~-"'T-----------------------r----------------------T------1 ~ NO. DA TE REVISIONS APPROVED DESIGN: DATE IRVINE RANCH WATER DISTRICT i ~==~======~====================================::=========~ .. D_R_A..,. 0 -:_: ---1 The Keith corn. pan i es ITKC . H ,, YMY .... ~ ~ ~--1----+---------~-------+------11--------1 IRVINE RANCH ~ 1---1----+----(-----------~-----+--------i CH[CK: 2955 Red H,11 Avenue, Costa Mesa, CA 92626 (714) 540-0800 fATEK 0/STK[CT TKC PROJECT ENGINEER R.C.E. 21646 TKC PROJECI" MANAGER R.C.E. 49624 CRYSTAL COVE -PHASE 2 RECLAIMED WATER TRANSMISSION MAI-JS ZONE D-C RECLAIMED WATER PRESSURE REDUCING ST A TION SHEET R11 OF '.J RSR if!.~~~~±~~~~-----IRWD PRINC!PAL ENG!NEER 'f --'/-<J z_ ~L-.1...-.-J..-------------------J...-----L----'-----------------------'---------------...;;;,~---""'--R •. C •• £ ___ 3,_~_6 _______ _. ______________________________ • ________ •• _~---~---··--·-··----------------------------... 24 SHEETS V