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HomeMy WebLinkAboutW_5307_S~ a -g ~ ~ ---~ a ---D C) C) -0, ~ ---"' THE KEITH COMPANIES • PUNNINC • CJ/1fNU/ll./l,'I; . • TATER JU'S(){JJlCE.S • .l,,fNJ) SURYZY.IJ,lf:; • CONSTRUC1WN JIANAG.&HEN1' L!=:::=~ 2955 &riMlt AtJe., Costa Nttsti. CA. 92626 (?U} 540-0800 2t/4£-A ~ ,; s-/99 ROBERTS. REIO, R.C.E. 49624 OAT[ 66 . t :;;:r •. C::; -~ . IRVINE RANCH WATER DISTRICT ,____,/ APPROVED: !RV/Ne RANCH WATER DISTRICT 0/RfCTOR OF ENGiNEERING ANO PLANNING , GREGORY P. HE/ERTZ, R.C.E. / SHEET W1 OF • W27 ,· ffi ~ :s; ~ ~ I !:I;! 8 i \ .' I •, ) - ) ~ ' t:] 0 -..J \ "" ..., -I r !'Tl E - ~ 0 GARDEN GROVE 0 SANTA~ ANA"' 0 WESTMINISTER ~ NEWPORTt?;/ •/ .-!f, ·" . . , . •• •. ~ .ki, 'fcy~. t'I ••.. PROJECT LOCATION VILLA O pARI< IRVINE L4J<E ~ 4~0RO ALISO VIEJO o LAGUNA BEACH ,. ' :•. SAN JUAN O CAPISTRANO •/,::: DANA POINT ., .. ~--;::;/::;:;.:-,:~ . . N.T.S. ~- BENCH MARIK JK-42-81 1.6 Mfl[S SOUTHEAST ALONG PACIFIC COAST HIGHWAY (US 101 ALT.) FROM TH[ POST OFF/Cf IN CORONA DEL MAR, 67 FEET NORTHfAST OF TH[ CfNTER LINE OF THE HIGHWAY, 45 FEET SOUTHEAST OF A MANHOLE, THAT JS BASIS OF BEAR ING ABOUT 2 FITT ABO\i" THE GROUNO ANO MARKfO LBCII!) WITH A 6 INCH BY 6 FOOT VF:NT PIPE ON THE NORTHWEST SIDE OF THE MANHOLE, SET CALIFORNIA COORDINA 7F SYSTEM ZONE VI LINE BETWEEN O.C.S. MUSTARD ANO O.C.S. PELICAN Hill BEING NJ016'05"VI PER R/W 86-1083. IN THE TOP ON THE WEST SIOE OF THE MANHOLE, SET IN THE TOP ON THE f\fST SID£ OF A CONCRETE CRADLE FOR A J6 INCH WA 7FR PIP£, ABOUT 7 FEET LOf\fR THAN THE HIGHWAY. 1978 M.S.l. £LEV. = 122.366 ---ROADWAY CENTERLINE - - - -PROPERTY -R/W LINE ----PROPOSED PIPELINE _ i-PIPELINE CENTERLINE STATION -D.W.-DOMESTIC WATER LINE -S. -SANITARY SEWER LINE -R.W.-RECLAIMED WATER LINE -0-SEWER OR STORM SEWER MANHOLE --@--ISOLATION VALVE 4 AIR & VACUUM RELEASE VALVE i5 BLOWOFF ASSEMBLY l91 CATHODIC TEST STATION $.Q. = STORM DRAIN LINE y WATER QUALITY SAMPLING STATION ,,. " NOTICE TO CONTRACTOR PURSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VALID UNLESS THE FOllO'MNG IS PERFORMED : 1. UNDERGROUND SERw:E Al£RT HAS BEEN CONTAC7FD AND HAS PRO'v10EO INQUIRY 1.0. #-------- 2. THE UNDERSIGNED AGREES TO CONTACT AND OBTAIN AN INQUIRY J.D.# FROM UNDERGROUND SE1UfCE AI.ERT (1-800-422-4133} AT LEAST TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. SIGNED, _________ OATF,__ __ _ " ~ ~ Ol1l!h roll.1l. ll~ 4~m CAIJ. 'l'l70 t7o:utllm DA11J ll!IRJJll YOU Jim PRIYAIE ENGINEJB'S NQDCE m CQNJRACTOR ALL UNDERGROUND UTILITIES AND STRUCTURES, PRIVATE AND PUB LI C, SHOWN HEREON REFLECT A SEARCH OF ALL KNOWN RECOR D DATA. THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION, PROTECTION, AND DAMAGE TO ALL STRUCTURES AND UTILITIES, SHOWN OR NOT, HEREIN. No. 49624 . 9/30/00 CIVIL ,,. " ABBREVI A T~O NS • A.C.P. ASBESTOS CEMENT PIPE I.R.W.D. IRVINE RANCH WATER DISTRICT A.R. COMBINATION AIR AND VACUUM RELEASE VALVES L LENGTH AWWA AMERICAN WATER WORKS ASSOCIATION A.C. AS PHALT CONCRETE B.C. BEGINNING OF CURVE B.V. BUTTERFLY VALVE B.O . BLOWOFF ASSEMBLY C.F. CURB FACE IE CENTER LINE CLR . CLEAR DISTANCE COMP. COMPRESSION CL CLASS CP CATHODIC PROTECTION CSP CORRUGATED STEEL PIPE CONC. CONCRETE CTS CATHODIC TEST STATION DIA. DIAMETER DI (DIP) DUCTILE IRON (DUCTILE IRON PIPE) D.W. DOMESTIC WATER E.G . END OF CURVE ELEV. ELEVATION EXIST. EXISTING F.H . FIRE HYDRANT F.G. FINISHED GRADE F.L. FLOW LINE FLEX FLEXIBLE FLG. FLANGE F.S . FINISHED SURFACE G.B. GRADE BREAK GALV. GALVANIZED G.E. GROOVED END G.V. GATE VALVE HORIZ. HORIZONTAL INT. INTERSECTION INV. INVERT .. DO:vESTlC WATER NOTES A. All WATER SYSTEM WORK SHAll CONFORM TO THE 0/STRICT'S "PROCEDURAL AND THE PROJECT MANUAL GUIDELINE AND GENERAL OES/GN REQUIREMENTS" AND "CONSTRUCTION MANUAL," AS LAST RE'v1SED. B. TH£ DISTRICT'S £NG/NEERING OFFICE SH All BE CAUED FOR INSPECITON FOUR ( 4) WORKING DAYS BEFORE START OF WORK AT (949} 45J-5JOO. OR (949) 453-5615. C. A PRECONSTRUCTION CONFERENCE OF REPRESENTATIVES FROM AFFECTED AGENCIES AND THE CONTRACTOR SHALL BE HEW ON TH£ JOB SIT£ 48 HOURS PRIOR TO START OF WORK. D. THE WA 7FR SYSTEM SHALL 8£ STAKEO BY THE DE\i"LOP[R'S ENGINEER AT A MINIMUM 50-FOOT STA TIONJNG INTERVAL IF THERE AR[ NO EXISTING CURBS. E. ANY WATER SERVICE FOUNO TO BE WITHIN A DRI\.FWAY OR SIDEWALK SHALL BE REMO\.FO COMPLE7FL Y AND REINSTALLEO AT TH£ PROPER lOCA TION AT NO COST TO THE OJSTRICT. F. ALL MAIN UNE VALVES SHALL 8£ MAINTAINED SO AS TO BE ACCESS/BL£ OUR/NG TRACT OEVELOPMENT, AND All VAL \i" STEM TOPS HAVING OVER 48 INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. G. IN RESIDENTIAL S1REETS, THE TOP OF THE PIPE, 10-INCHES ANO SMALLER, SHAU BE A MINIMUM OF 42-INCHES BELOW TH£ FINISHED STRffT SURFACE AND 48-/NCHES BELOW FIN/SHEO STREET SURFACE ON AU PRIMARY AND SECONDARY STREETS. H. All FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABO\i" TH£ CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE lOCA TED A MINIMUM OF J FffT FROM THE [CR OR BCR AT INTERSECTIONS. I. All WATER MAINS 6-/NCHES THROUGH 12-INCHES SHAU BE CLASS 150, AWWA C-900 PVC, UNLESS NOTED OTHERWISE. J. NO TAPS OR OTHER CONNECTIONS SHAU 8£ MADE TO EXISTING 0/STRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW VIA TER 0/STRIBUT/ON SYSTEM. TAPPING SLEEVES SHALL BE PRESSURE TESTED IN AN APPRO\i"D MANNER IN THE FIELD IN THE PRESENCE OF TH£ DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE. TAPPING OF THE MAIN LINE SHALL NOT PROCffD UNLESS A 0/STRICT INSPECTOR IS PRESENT. K. WI/ERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE ANGLE METER STOPS SHALL BE LOCATED SO THAT THE METERS AND BOXES l\!lL BE PARALLEL AND FLUSH, RESPECTIVELY, 111TH THE FINISHEO SURFACE. L. METERS SHALL NOT BE PLACED l\!THIN ANY SIDEWALK OR DRIVEWAY AREA. M. CURBS SHALL BE INSCRIBED 'MTH A "W" IND/CA TING LOCATIONS OF ALL OOMEST/C WA 7FR SER'v1CES. N. INO/VIOUAL PRESSURE REGULA TORS ARE REQUIRED BY THE UNIFORM PLUMBING CODE IF THE A VERA GE STA TIC PRESSURE IN THE MAIN JS EQUAL TO OR GREATER THAN 80 PSI. 0. CURBS SHALL 8£ INSCRIBED 'MTH TIE DOWN OF All VAL \i" LOCATIONS. P. THE CONTRACTOR SHALL EXPOSE JOIN POINTS TO THE EXISTING WATER SYSTEM FOR \i"RIFICA TION OF LOCATION AND ELEVATION BEFORE CONSTRUCTION. THE CONTRACTOR SHAU ALSO EXPOSE All KNOWN UTILITIES CROSSING OR ADJACENT TO THE PROJECT PIPELINE AND FACIUTIES ANO AOJUST GRADE ANO ALIGNMENT OF THE PIPELINE AND APPURTENANCES AS NEEOEO. 0. FINAL INSPECTION FOR WATERLINES MUST INCLUDE WATER SAMPLES THAT Will BE TESTED FOR CONDUCTIVITY, 7URBJOITY, ANO OOOR. THE TURBIDITY MUST BE LESS THAN 2.5 NTU AND THE OOOR MUST B£ LESS THAN 1.0 TON, NOT TO INCLUDE CHLORINE OOOR, TO BE ACCEPTABLE. R. THE CONTRACTOR WORKING ON THE /RW!) WA TERUNES MUST HA VE A VAUD C-34 LICENSE OR A CLASS A GENERAL CONTRACTORS LICENSE. OFr SJ1E HECL.AQIBJ WATER Af07ES 1. ALL OFF-SITE RECLAIMED WATER SYSTEMS SHALL BE CONSTRUCTED IN ACCOROANCE WITH THE REQUIREMENTS OF THE OOMESTIC POTABLE WATER SYSTEMS. 2. RECLAIMED WA T[R PIPE SHALL BE PURPLE AWWA C-900 PVC PIPE, EITHER CLASS 150 OR 200, MARKED AS REQUIRED BY DISTRICT STANDARDS TO IDENTIFY IT AS RECLA/MEO WATER. WHERE DIP IS USED, 111TH TH£ APPROVAL OF THE OJSTRICT, IT MUST 8£ MARKED "1TH PURPLE MARKING TAPE. 3. ALL 1-JNCH AND 2-INCH COPPER S£R'v1CES SHALL BE WRAPPED CONTINUOUSLY 'MTH PURPLE MARKING TAPE FROM ENO TO ENO. L.F. LINEAL FEET MIN . MINIMUM MAX. MAXIMUM NO. NUMBER N.T.S. NOT TO SCALE PCC POINT OF COMPOUND CURVATURE P.E. PLAIN END PRC POINT OF REVERSE CURVATURE P.R.V. PRESSURE REDUCING VALVE PVC POLYVINYL CHLORIDE R RADIUS RED. REDUCING RCP REINFORCED CONCRETE PIPE R.W. RECLAIMED WATER R/W RIGHT OF WAY R.W .G.V. RESILIENT WEDGE GATE VALVE s SLOPE ss SANITARY SEWER SCCP STEEL CONCRETE CYLINDER PIPE S.D. STORM DRAIN SHT. SHEET ST. STREET STA. STATION STD. STANDARDS STL. STEEL T.C. TOP OF CURB T.O.P. TOP OF PIPE TYP. TYPICAL VERT. VERTICAL VCP VITRIFIED CLAY PIPE w WATER \'\fAJEB CQNSIBUC110cl l\iQ I ffi 0--coNSTRUCT 16" AWWA C-151 DIP AND FlmNGS, SPECIAL THICKNESS Cl 50, PER IRWD STD. PLANS W--11 AND CP-10. @--coNSTRUCT 16" AWWA C-151 DIP ANO FJmNGS. PRESSURE CL 250, PER IRWO STD. PLANS W-11 ANO CP-10. @--coNSTRUCT 12" AWWA C-151 0/P ANO FlmNGS, PRESSURE CL 350, PER JRWO STD. PLANS W-11 ANO CP-10. @-coNSTRUCT 12" AWWA C-900 PVC PIPE, PRESSURE CL 200, WlTH OJ FITTINGS PER IRWD STD. PLAN W-11. (i)---coNSTRUCT B" AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH 01 FITTINGS PER JRWD STD. PLAN W-11. . ©-coNSTRUCT 8" AWWA C-151 DIP AND FJmNGS, SPECIAL THICKNESS CL 50, PER IRWD STD. PLANS W-11 AND CP-10. ~©-INSTALL 16: B. V. PER IRWD STD. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. B INSTALL 12 B. V. PER IRWO STD. PLANS W-7, AND CP-11 FOR METAll/C PIPE SECTIONS. ~INSTALL 8" R. W.G. V. PER IRWD STD. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECnONS. 0!,r-lNSTALL DI FJTnNG AND THRUST BLOCK, SIZE AND TYPE AS INO/CA7FD ON PLANS, PER JRWD STD. PLAN W-12. ~®--INSTALL 1" AIR RELEASE AND VACUUM RELIEF VAL\i" ASSEMBLY PER JRIIV STD. PLAN W-10. 12 INSTALL 2· AIR RELEASE ANO VACUUM RELIEF VALVE ASSEMBLY PER IRWD sm. PLAN W-10. (REPLACE 1 • MATER/Al COMPONENTS WlTH 2" COMPONENTS) @--INSTALL 6" REDUCING TEE, 6" R. W.G. V. (FLG. X FLG.), AND BLIND FLANGE PER IRWD SID. ,,;;-,_PLAN W-5. (6" LA7FRAL AND HYDRANT INSTALLATION PER SEPARATE PLANS} "-V-JNSTALL 4" UNE DRAIN BLOWOFF ASSEMBL Y PER IRWiJ STD. PLAN W-22. ~®--INSTALL TEMPORARY ENO OF UNE BLOWOFF ASSEMBLY PER IRWO STD. PLAN W-9. 16 INSTALL FOUR WlRE AND INSULATOR TEST STATION ANO TEST BOX PER IRWD STD. PLANS CP-2, CP-7, AND CP-8. ~INSTALL TWO WIRE TEST STATION AND TEST BOX, PER IRWD STD. PLANS CP-1 AND CP-6. '>!!!.,INSTALL AWG NO. 19 INSULA 7FD 7FLEMETRY CABLE IN OOMESTIC WATER PIPE TRENCH AS /NO/CA TED ON DETAIL A, SHT. W27. ~INSTALL TELEMETRY CABLE PULL BOX AS SHOWN ON OETAIL 8, SHT. W27. &INSTALL WA7FR QUAUTY SAMPUNG STATION PER IRWD STD. PLAN Vl-26 21 INSTALL 16" TR-"LE OPING SLEEVE PER TIE-IN DETAILS ON SHEETS V/8 ANO W9. @-INSTALL STEEL CASING PIPE PER JRWD STD. PLAN 5-12. RECLWB:> WATER~ I¢.& @--CONSTRUCT 10" A WWA c-,51 DIP AND FITnNGS, SPECIAL THICKNESS CL 50, WlTH r.'i\___PURPLE RECLA/MEO WA7FR MARKING TAP£, PER IRWO SID. PLANS W-11 AND CP-10. ~CONSTRUCT 10" PURPLE A WWA C-900 PVC PIPE, PRESSURE Cl 200, VI/TH 01 FITTINGS PER /RIil) sm. PLAN W-11. @--coNSTRUCT 8" PURPLE AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH DI FITTINGS PER IRWD STD. PLAN W-1 1. @--CONSTRUCT 6" PURPLE AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH 0/ FITTINGS PER IRWD sm. PLAN W-11. @--cONSTRUCT 6" AWWA C-151 DIP AND FlmNGS, PRESSURE Cl 350, WITH PURPLE RECLA/MEO WAIDI MARKING TAP£, PER IRWD SID. PLANS W-11 AND CP-10. ~INSTALL 10" R.W.G.V. PER JRWD STD. PLANS W-7, ANO CP-11 FOR METAUIC PIPE SECTIONS. ~INSTALL 8" R.W.G.V. PER JRWiJ STD. PLAN W-7. ,;;;,._®=INSTALL 6" R. W.G. V. PER /RWJ) STD. PLANS W-7, AND CP-11 . FOR METALLIC PIPE SECTIONS. ~INSTALL 01 FITnNG ANO THRUST BLOCK, SIZE ANO TYPE AS INDICATED ON PLANS, PER JRWD STD. PLAN W-12. • ~INSTALL /" AIR RflEASE ANO VACUUM REUEF VALVE ASSEMBLY PER IRWD STO. PLAN W-10. ~INSTALL 4" LINE DRAIN 8LOWOFF ASSEMBLY PER JRWO STD. PLAN W-22. @-INSTAU TEMPORARY END OF LINE BLOWOFF ASSEMBLY PER IRWD STD. PLAN W-9. ~INSTALL TWO WIRE TEST STATION ANO TEST BOX, PER IRWD STD. PLANS CP-1 ANO CP-6. &---INSTALL FOUR VI/RE ANO INSULATOR 7FST STATION AND TEST BOX PE:R JRWD STD. PLANS CP-2, CP-7, ANO CP-8. ~INSTALL 10" TR-FLEX TELESCOPING SLEE\i" PER TIE-IN DETAIL ON SHEET W.W. ~INSTALL PERMANENT END OF LINE BLOWOFF ASS[MBL Y PER IRWD STD. PLAN W-3 ~INSTALL DI Bl/ND FLANGE FOR FUTURE CONN en N. @-INSTALL S7F£l CASING PIPE PER IRWD STD.. PLAN 5-12 & CRYSTAL COVE PBQ,IE;CT I QCATIQN: NORTHEAST AND SOUTHEAST CORNER E'AST COAST HIGHWAY AND CRYSTAL COVE DRIVE (SAND CANYON AVENUE) NEWPORT COAST, CA (IN UNINCORPORATED ORANGE COUN7Y) STATE NOT£: S££ ORANG£ COUNTY THOMAS BROS. THOMAS GU/0£ MAP. 1998 EDITION, PAGE 920. PARK lOCA T~O N MAP N.T.S. 0\JAl\l II I IJ;i 335 l.F. 1,585 L.F. 620 l.F. 6,755 l.F. 665 l.F. & 150 l.F. 40 EA. 20 EA. & 57 [A. J EA. J EA. 28 EA. ~ SHEET W1 W2 9 [A. W3 3,200 l.F. 1 EA. W4 1 [A. W5 2 [A. W6 50 l.F. W7 W8 JB EA. W9 0UANTTTlE8 W10 W1 1 340 l.F. W12 1,1JO l.F. W13 W14 4,700 l.F. 2,370 l.F. W15 / W16 1,320 l.F. W17 1 EA. W18 11 EA. W19 In 62 W20 W21 6 EA. W22 1 EA. W23 2 [A. 8 EA. W2 4 1 EA. W25 1 EA. W26 2 EA. W27 15 EA. 100 L.F. UT~llT~ES SO. CALIF. EDISON (DISTRIBUTION) GENERAL TELEPHONE SO. CALIF. GAS CO. IRVINE RANCH WATER DISTRICT COX COMMUNICATIONS THE IRVINE COMPANY UNDERGROUND SERVICE ALERT COUNTY OF ORANGE-CONSTRUCTION TITLE TITLE SHEET INDEX SHEET KEY MAP DOMESTIC WATER 1 (714) 895-0426 (714) 375-6701 (714) 432-6038 (949) 453-5595 (949) 240-8828 (949) 720-2000 (800) 422-4133 (714) 567-7838 "E'' STREET -PLAN AND PROFILE STA. 9+39.67 TO STA. 19+15.00 "E'' STREET -PLAN AN D PROFILE STA. 19+ 15.00 TO STA. 28+90.DO "E'' STREET AND "X' STREET -PLAN AND PROFI LE STA. 28+90.00 TO 38+65.00 "A' STREET -PLAN AND PROFI LE STA. 38+65.00 TO 48+40.00 "/{.' STREET -PLAN AND PROFILE STA. 48+40.00 TO STA. 56+20.90 CRYSTAL COVE DRIVE -PLAN AND PROFILE STA. 9+61.32 TO STA. 17+20.00 CRYSTAL COVE DRIVE -PLAN AND PROFILE STA. 18+50.00 TO STA. 25+25.00 "F'' STREET -PLAN AND PROFILE STA. 10+75.00 TO STA. 15+50.00 "F'' STREET-PLAN AND PROFI LE STA. 15+50.00 TO STA. 23+00.00 "C:' STREET -PLAN AND PROFILE STA. 10+50.00 TO 19+64.66 "8'' STREET -PLAN AND PROFILE STA. 9+71.70 TO 13+44.38 RECLAIMED WATER REEF POINT DRIVE -PLAN AND PROFILE STA. 9+75.00 TO STA. 15+75.00 "E'' STREET -PLAN AND PROFILE STA. 9+ 75.66 TO STA. 19 +00.00 "E'.' STREET -PLAN AND PROFILE STA. 19+00.00 TO STA. 28+ 75.00 "t' STREET AND "A' STREET -PLAN AND PROFILE STA. 28+75.00 TO 38+25.00 "A' STREET -PLAN AND PROFILE STA. 38+25.00 TO 47+75.00 "A' STREET -PLAN AND PROFILE STA.47+75.00 TO STA. 56+39.74 CRYSTAL COVE DRIVE -PLAN AN D PROFILE STA. 9+50.00 TO STA. 15+00.DO CRYSTAL COVE DRIVE -PLAN AND PROFILE STA. 16+ 75.00 TO STA. 23+50.00 "F'' STREET -PLAN AND PROFILE STA. 10+70.00 TO STA. 15+50.00 "F'' STREET -PLAN AND PROFILE STA. 15+50.00 TO STA. 23+00.00 "C" STREET -PLAN AND PR,OFILE STA. 10+50.00 TO 19+80.95 "8'' STREET -PLAN AND PROFILE STA. 10+00.00 TO 12+59.55 DETAILS 8 'ii! '~~~-,;====~~~;-~~--~-~~~=~Tr~-;;;:-,.---------==--,--.::;_;.;.;~--,--==--=-~~-===-=~-~:-=.,.--=----=---~=~===-==;;----=-=-----~-===-====11 "' II NO. DA TE RE VISIONS APPROVED DESIGN: r,-DATE ! li------------------------'--":.:.........J DFA THE , PUNN,"" fl TKC PROJECT ENGINEER /RV/NE RANCH W ATER DISTRICT SHEET ~ (t--+----t----------------------+------1.-------11 , <IW DAVID F, AJJ.£N R.C.E. 52021 3 D~~ ~m -~ ~ • §l BP/RB COMPANIES :'i:!::;,;;"" ~-1J TKC PROJECT MANAGEJ! CRYSTAL COVE -PHASE 1A W2 ~ CHECK: KANAUXSM IRVINE RANCH ROBERT s. R£1D R.C.E. 49624 DOMESTIC AND RECLAIMED INDEX SHEET OF -; IW'.i~..!!10c-~26~-~99~AD~O~EDJ_1i_:_"~SE~R~'v1C:5.E_iC~ON'f!I_N~EC~TIO~N:...!Fi'.!!JOR~DQ~ME~S~TIC~WA~1E~R.:...__.!t.ltO~)zy{~q11__jl'.pf;L: __ _J RSR 2fl55 R""MJJ Aw, ~· .lfe,a, CA ,,.,. (?N} 6'0-()8()0 '/TATE!/ DISTRICT IRWD PRINCIPAL ENGINEER WATER TRANSMISSION MAINS 4-6-99 ADDEO CONSTRUCTION NOTES AND REV/SEO C!UANTIT/£5. STEVEN L MALLOY R.C,E:. J1926 W 27 E I )~ .D ) ~ I ....,., ;z::: <:::J 111 X \J"\ :::i:::: l"'"1 (Tl -i :E: ,...... REV/ . \_ / -~ -~-- 1/ '~, --.,::::'-;:::c::=c-;:'.---• . ' ·,,. \ PRop , -i._ ,. _ • 16" -._ ; l),,, ,,,. ~, ! . Jr, ""f/N ·~-I -: • - APPROVED DESIGN: DFA DRAWN: ~ 11---l---1-------------------t-----. BP/RB CHECK: RSR . _.,' PROP. 12" OW MAJN KEY MAP THE H • P.lufH.VINC • C/YJJ, KEITH .E/lf;JHEEJllNC • TA1'.ER .R.ESOCIRC'.l'S CO MPANIES • .l,,INJ} SU.RVEYJ.NC -• COJIS1'1lflC'2'.l()H IRVINE RANCH .JIANAC.EJfEN'l' 2Q55 .Redh'ill dvo.. CosttJ .ffesa, CA 0.Z626 (71-1) 540-0800 WATER DISTRICT ' -rn - % 6 RROP. '. 12• DW MAIN PROP. TEMP. PUMP STATION (BY OTHERS) 0 l 60<-'\ DAVID F. ALLEN ~ ~ R08£RT S. REJD -- PROP. 12" DW MAIN ~r STREET -200 0 I I I j DAT£ IRVINE RANCH WATER DISTRICT 1/s /,q, Tl<C PRO,:,E:CT £NGIN£ER R.C.E, 52021 CRYSTAL COVE -PHASE 1A 1/rjv ~ PROJE5:T MANA~ER DOMESTIC AND RECLAIMED R.C.E. 496 4 IRWV PRINOIP L £NGIN Rl·IB·'?'J WATER TRA NSMISSION MAINS R.C.E. J1926 GRAPHIC SCALE 100 200 "' I j I ( IN FEET ) 1 inch = 200 ft. KEY MAP 800 I SHEET W3 OF W27 ) I } 7' ,,, --< E ~ -··:!"" --.~-·-·•--·· ) -·· ·1 -·, , . .... ,... "· :· .... , .. <· --~-:J_ -1-. : 1 .. . -·• ---- •••. "\.-~ : -1 -- --: .. \ ..• ).:._ ' ·····•···'· .. : .. -. I. ... ' ... • •>~•:o-" u '•"• "T :···· --·1 :·_ -i ·;-.. :1 ·····I,'· ••• , • )··: , .. ---~1--~~-l -._ I .. J. --~,:.,.-; ..• . I • ·1 .:·. ;. • ,_ -- • I ·-,. l -'·····T ····-· ' ..1 • ... i . .L. .. l ~(-.t· .. •.'·•-· ··(" ·1 '.--··---:,-. -l -.{----.\ 19+00 18+00 17+00 STA. 18+51. 71 EC. ST. STA. 24+90.47 ST. STA. 24+88.47 23 CURVE DATA LE:NGTH RADIUS TANGENT 09'30'19• 147.15 887.00 73.75 2 37'49'11" 470.64 71J.OO 244.25 3 41'25'22" 294.25 407.00 153.88 NO. DATE REVISIONS STA. 16+37.54 13 = ST. STA. 27+35.20 INSTALL Tff, 6" RWGV, AND BLIND FLANGE (FOR FUTURE FIRE HYDRANT) 23 ST. STA. 27+ 16.82 - --+-I..!-- 1- TREET 3 APPROVED DESIGN: DFA DRAWN: ~-+----f--------------------+-------tl BP/RB lh/!,.-+----1---.-------0-----M~~.,/.~ .... -+--,,--,,_---ll CHECK: ill 10-26-99 ADDED 1 SERVICE CONNECnON FOR D Mfsnc WA IER. "' ur,, RSR 4-1-99 ADDED OW LATfRAL H, RfVISED HYDRANT LOCATION. - 16+00 STA. 15+57.46 PRC. ST. STA. . INSTALL 1" AIR VACUUM __ RfLE:ASE VAL~ ' ... -. (. ··<: ·1 -~· ., . 15+00 ' ~-\ : .. --"" r I .. j . I. _ _. l ,_ -r-:_ -r ·-~y::~ .. -.t,~,}!_ -···L •. _ .. \_--· . ,_ -- , •. i.B:s: i· : ·~:a,: ., .,__ •. .. \.. . :--~~ . :« . ti ·' .... . i ·' .. ·, I ... · j •• • . :- '···· --· -·- i : ., "" :!a ~ . -·o 00 ~ ' . . CONSTRUCT 12° COASTAL ZONE 2 DOMESTIC WATER MAIN 0 ST. STA. 30+12.31 TA. 13+59.39 -"f" STRffT OW .00 LATERAL H 7 • • ROFILE ST. STA. 29+94.46 RW -- STA. O+JO. 00 -LATERAL H I .:·r: - -i-1--- STA. o+50.00 -LATERAL 8 15 INSTALL TEMP. fND OF LINE BLOW OFF ASSfMBLY P[R IRWD SID. owe. W-9. STA. o+32.93 -LATERAL B lO INSTALL HORZ. 11.25" BfHD. BEGIN CONSTRUCTION 15h=~==~=-------~ STA. 9+39.67 BC. INSTALL TEMP. END OF LINE BLOW OFF ASSl':MBLY PfR IRWD sro. owe. W-9. 10 STA. 10+20.69 -"f" STREET OW = STA. o+00.00 LATERAL A & 8 INSTALL 12" X 8" X 12" X 8" CROSS (Sff LATERAL PROFILES THIS SHEf7J EEF pC)IN'f DRIVE FUTURE STREET - -ST. STA 30+81.76@ TA. J0+83.70 2 I I 6.0 I II REEF POINT DRIVE 15 INSTALL TEMP. END OF UH£ 81.0W OFF ASSEMBLY PER IRWD SID. DWG. W-9. FUTURE STREET STA. to+ 72.93 IJ = ST. STA. J2+9J.90 STA. 13+24.08 IJ = ST. STA. 30+20.76 INSTALL IEE, 6" RWGV, AND BLIND FLANGE FOR FUllJRE FIRE HYDRANT THE KEITH COA1PANIES • PI.AHN/Ni; • CIY./J. B.NC/NSEJUNC • i~ncss • I.AHi) SURfl'.l!YINIJ • COHS1'Rl/CTIM JIANACZJFZNT 2955 Redhill Ave., CC.f/a. Jksa, CA 92626 ('?f.f) 5.f0-0800 H ~ -s IBVINE RANCH IYATEII DJSTJIICT DAVJD ,. ALLEN ROBERT S. REJD STEVEN L. MALLOY INSTALL TEE, 6" RWGV, AND BLIND FLANGE (FOR FlJllJRE FIRE HYDRANT) STA. 0+32. 00 -LA IERAL A 15 INSTALL IEMP. [ND OF LINE BLOW OFF ASSfMBLY PfR IRMJ SID. DWG. W-9. DATE TKC PROJECT ENGINEER R.C.E. 52021 TKC PROJECT MANAGl:R R.C.£. 49624 IRWD PRINCIPAL E:NGINEE:R R.C.£ . .31926 /RV/NE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 1A DOMESTIC \'VA TER TRANSMISSION MAINS ,WATER~ NOTES 0-cONSTRUCT 12· Al~A C-900 PVC PIPE, PRESSURE CL 200, WIIH DI RmNGS PER /RIMI SID. PLAN W-11. ©---cONSTRUCT a· AWWA C-900 PVC PIPE. PRESSURE CL 200, WIIH DI FlmNGS PER IR'MJ sro. PLAN W-11. @-INSTALL 12· 8. V. PE:R IR'IIT! sro. PLANS W-7, AND CP-11 FOR METALLIC PIP[ SECTIONS. ©¾c.lNSTALL 8" R.W.G.V. PER IRWD sro. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. 0!.,INSTALL DI FlmNG AND THRUST BLOCK, SIZE AND TYPE AS IND/CA IED ON PLANS, PER IR1WD sro. PLAN W-12. @---tNSTALL 1" AIR RfLfASE AND VACUUM RfLIEF VAL\/f ASSE:MBLY PER IR'IIT! SID. PLAN W-10. @--INSTALL 6" REDUCING IEE, 6" R. W.G. V. (FLG. X FLG.), AND BLIND FLANGE PER IRWD SID. PLAN W-5. (6" LA IERAL AND HYDRANT IHSTALLA T/ON PER SfPARA IE PLANS) ®-:::-=INSTALL TEMPORARY END OF LIN[ BLOWOFF ASSEMBLY PER IRWD sro. PLAN W-9. 23;1---/NSTALL ,. SERVICE CONNECT/OH PER IRMJ sro. W-1. tro1B ALL VAL \If BOXES SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 8" FROM THf WGE OF THE GUTTER AS IND/CA IED ON DETAIL C, SHEET W27. GRAPHIC SCALE _.,. tJ1 I 20 I " ( IN FEET ) I inch = 40 ft. '" "E" STREET PLAN AND PROFILE STA. 9t3!9.67 TO STA. 19t15.00 SHEET IW4 OF W27 ) !Tl = ) I CJ D 3 l'l1 "' 7 {"' ... -.• -. .' .• ') ., -_·,,I··, 29+00 28+00 27+00 26+00 25+00 STA. 26+ 74.24 PRC. ST. STA. 15+26,09 ST. STA 15+60.82 CONTRUCT 12° COASTAL ZONE 2 DOMESTIC WATER MAIN -_,,0 DELTA 4 20·51'21· 5 1711'24" 6 33'46'27" NO. DATE J r L-7 I ,J I I L, ,J L-7.. .J I\ CURVE DATA LENGTH RADIUS 257.12 703.00 255.92 853.00 287.07 487.00 REVISIONS i- i I I I I I _I I = ST. STA. 15+31 INSTALL 1Ff, 5• IR l'OR l'UTURE F7R£t I TANGENT 130.01 128.93 147.84 6 ST. STA 16+47.J7 ="'-------;,13 ...J , AND BLIND FLANGE RANT ,.,...,.......,..,...,........,...,...,-, 13 STA. 25+37.19 = ST. STA. 18+35.30 INSTALL JFE, 6' RWGV. AND BLIND FLANGE: FOR FUTURE: FIR£ HYDRANT APPRO VED DESIGN: OFA DRAWN: ll-----l---+----------------t--------a BP/RB 10-26-99 ADDED 1" SERVICE CONNECTION FOR DOMESTIC WATER. 1 o/Ul "'------I CHECK: 4-1-99 ADDED DW LATERAL I, REVISED LOCATION OF OW LATERAL C, RSR REVISED VALVE LOCA nON, ADDED PVC SLEEVE, AND ADDED DI PIPE NOTE. STA. 24+18.32 BC. 25 -- THE KEITH COMPANIES • PLAHN/Nll • C'JY'JL £NC/N.C&R/.NC • fj~RC.ES • UND Sll.JWBYI.N& • 'liWlu!W§Jf!!t 2966 Redhtll Aw., Costa J/asa, CA 92626 (714} 540-0800 H ~-!RrINE RANCH 'flATEll OISTRICT 24+00 HORIZ. 1• = 40' VERT. 1" = 8' 10 = STA. o+o . - 23+oo w INSTALL 1 -12" X 12' X 8" 7Ff (Sff LATERAL PROFILE: THIS b ..., b ::! SHEET) 22+45.00 11 INSTALL 1• AIR lt VACUUM RE:LE:ASE VALVE FUTURE STREET ~=ST.~A.',,=22cc+"-JB.=3c.c2'-c-c--,.,---------113 = ST. STA 21+32. 40 No. 49624 . 9/30/00 CIVIL DAVID F. ALLEN ROBERT S. REID ST81EN L MAI I DY INSTALL 7FE, 5• RWGV. AND BLIND FLANGE l'OR FUTURE FIRE HYDRANT TKC P~fCT cNG!NEffi R.C.t TKC PROJECT MANAGER R.C.E, 49524 IRWD PRINCIPAL ENGINITR R.C.E. J1926 i ' 22+00 21+00 STA. 19+17.38 BC. BLOW-Off ASSEMBLY PER IRWD sro. DWG. W-9. DATE INSTALL 1 -12" X 12' X s• TEE (SEE LATERAL PROFILE THIS SHU:T) STA. 19+39.50 13 = ST. STA. 24+26.80 INSTALL 7F£, 5• RWGV. AND BLIND !'LANGE FOR FU1URE FIR£ HYDRANT IRVINE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 1A DOMESTIC WA TER TRANSMISSION MAINS ~ 19+00 WATs:t amsn:wcT10,'ll wiES ©-CONSTRUCT 12" AWWA C-900 PVC PIP£, PRESSURE CL 200, WITH DI F/TnNGS PER IRWD sro. PLAN W-11. 0--:-coNSTRUCT 8" AWWA C-900 PVC PIP£, PRESSURE CL 200, WITH DI FITnN ©-coNSTRUCT a· AWWA C-151 DIP AND F/TnNGS, SPECIAL THICKNE:55 CLASS 50, &_ ~ ...... .!:JP /RWD sro. PLANS W-11 AND CP-10. ~INSTAL 12 B .. P S . S 7, AND OR lrlfT. IC Pl S S. ~INSTALL 8" R.W.G.V. PER IRWD sro. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. 0!,r-lNSTALL DI F7TnNG AND THRUST BLOCK, SIZE ANO TYPE AS /NOICA 1FD ON PLANS, . 1 .•. • ' PfR IRWD sro. PLAN W-12. @-INSTALL ,. AIR RELEASE: ANO VACUUM RfLIEF VALVE ASSEMBLY PfR IRWD sro. PLAN W-10. @---INSTALL 6' RE:DUCING 1ff, 6' R.W.G.V. (F'LG. X FLG.), AND BLIND FLANGE PfR IRWD sro. PLAN W-5. (6' LA 7FRAL AND HYDRANT INSTALLATION PER SEPARATE Pt.ANS) 15 1---INSTALL TEMPORARY END OF LINE BLOWOfF ASS£MBL Y PfR IRWD sro. PLAN W-9. CONECTION PER IRWD sro. W-1. NOJE: ALL VAL VE BOXES SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 8' FROM THE EDGE OF THE GUTTER AS IND/CA TED ON DETAIL C, SHffT W27. GRAPHIC SCALE -40 I r 20 I .. j 80 j ( IN FEET ) 1 inch = 40 ft. PLAN AND PROFILE ST A. 19+ 15.00 TO ST A. 28+90.00 SHEET W5 OF vt(27 . ! ) I \J'J \.N 0 -.J I ..,.., CJ c::, 3 rn ~ r- "' N ,. ; .... ' " " l· I' " i ,_ I:; .. CONslaUCT 975.00 LF. 12' c..gqo ih,o, CL ·200, .1 160 150 140 39+00 ' , ... --------_______ ,..... • $TA. 37+8J.66 , INSTALL 8'. LATERAL o: (SEE PROFl~E TH/$: SHffT.) ··,"""' -<·',••· ,··-· \•e. ',"" • •••• : ··STA: 36+00.00 ,. INSTALL WA TfFLJjlJALllY • : 'SAMPLING $TAJ/ON ' s=-o.01q1 -;· STA. 35+20.00 INSTALL 1" AIR & VACUUM RfJ.EASE :VAL\.£ · STA. 33+94.68 INSTALL 12" CRYSTAL'. COVE DRIVE DOM£S71C Wk1ER MAIN: • ' (SEE PROF/LLTHIS SHEET.) ------:--:--------------.--- 5;,0,0015 38+00 37+00 36+00 35+00 34+00 6. " " = STA. 0+00.00 -LA IERAL D INSTALL 1 -12" X 12" X 8" IEE (SEE LATERAL PROFILE THIS SHEET) FU lVRE TREET >l 36+00.00 20 INSTALL WA IER QUALITY SAMPLING STATION STA. 36+27.80 BC. 9 1:, 1:, ~ :;j 1:, ., STA. J7+1J,57 PCC. 36 STA. 18+48,81 BC SEE SHT. W10 FOR CURVE DATA STA. 17+48.56 DEFLECTION POINT STA. 34+83.96 io...-;IN;.;.S;;,;c,.,.;ALc;.L.:..4"'5'ccB=cE~ND~ 35+20,00 11 INSTALL 1" AIR & VACUUM RELEASE VAL \,f N50'0429 28 4 18 8" STA. 34+50.02 8 CRYSTAL COVE DRIVE STA. 18+50.00 SEE SHEET NO. j_,. 33+00 W10 1 ·R • , . . I .. 148.81 r.o.P. 60. Ref -,Sil ' ---·"" ' : - . ' ... ·-I . PROFILE 8 HORIZ. 1" = 40' VERT. 1" = 8' . 32+00 STA. D+55.00 -LATERAL D INSTALL IEMP. END OF LINE BLOW-OFF 15 ASSEMBLY PER IRWD sm. DWG. W-9. 10 INSTALL 45' BEND STA. 33+94.68 "A" & "E" S7: OW E NO. W9 I I I I I I STA. 33+16.'12 EC.I , CURVE DATA DELTA LENGTH RADIUS TANGENT 6 33'46'27" 287.07 487.00 147,84 7 22'49'41" 224.31 563.00 113.66 8 08'57'11" 130.79 837.00 65,53 9 06'24'25" 85.77 767.00 42.93 10 19'22'06" 807.24 2388.00 407.51 NO. DATE REVISIONS APPROVED 10-26-99 ADDED 1" SERVICE CONNECTION FOR DOMESTIC WA IER, REVISE LAT. "J''. 4-1-99 ADDED OW LA IERAL J 10 =STA. 17+57.32 -CR STAL COVE DR. OW INSTALL 12" CROSS STA. 17+48.56 10 INSTALL 22.5' BEND STA. 17+27.25 10 INSTALL 22.5' BEND DESIGN: DFA 'l'IIE DRAWN: KEITH 17 STA. 17+20.48 INSTALL TWO WIRE IEST STA. • PL4.NNINC • CIVIL £NC.lNEEPJNC • WATER RCSl)W/£'£5' BP/RB CO_MPANIES • LANI/ SURVEY.INC • COJISJ'WJC!'JON NANAC~'Nl,WT CHECK: -2.955 Redhill .,tm;_, Costr:t J,/£sa, l'.A 92626 {7U) 5-10-0800 RSR . 17+20.00 'STAL COVE DRIVE STA. 31+85. 63 PRC. H DAVID F. ALL£N ~ ~ IRVINE RANCH ROBERT S. REID lfATER PISTJ/ICT STEVEN L. MALLOY tr <d ' -'i 31+00 & ST. STA. 13+ 76.51 23 ST. STA. 14+65.67 ~-FU~RE SJREET > \) STA. 31+39.11 ( STA. 0+40.00 -LAIERAL J = ST. STA. 12+31.90 13 INSTALL IEMP. END OF LINE BLOW-OFF 15) INSTALL TEE, 6" RWGV, AND \ ASSEMBLY PER IRWD sm. DWG. W-9. ~~:°Ft~:ff~1RE H'rDRANT •,,_ & & /' ( , ,, .. , ,/', ... _ ... ~ ~,.,,.,...., .. ~.,,,. ~..... /' ~.,,,,,,, .. , .,.,...,~ .... ,. .... DAIE /RV/NE RANCH WATER DISTRICT TKC PROJ~CT £NGJNE£R R.C.£. 52021 CRYSTAL COVE -PHASE 1A TKC PRQJ£C[ MANAGER DOMESTIC WATER R.C.E. 49624 IRWD PRINCIPAL ENGINf:E:R TRANSMISSION MAINS R.C.E. 31926 ~17·--.,--.v::-~j~::-:~·~(=-1=1~-::.~~F:~~r=~;~~--~~~:-~.~~-:-,,~r~-~:=.t ~ --~ ~) --)~:· .. C.•. _,_ -: ---1--· } \ . ' ,. ! : ; •• ·1 J _ 1· :c~cr ss:oo o=. a· .. r . . ... ,c;:goo PVC, CL 200 · 160 : ....... ·. --'•·· -, LA TERA LD •" -;--,. 11+20 18+50 WAlBI 00\mRlJCT10l\l l'WIES (J)---cONSTRUCT 12• AWWA C-151 DIP AND FlmNGS, PRESSURE CL JSO, PER IRWD STD, PLANS W-11 AND CP-10, (7)-cONSTRUCT 12· AWWA C-900 PVC PIPE, PRESSURE CL 200, ~TH DI FlmNGS PER IRWD STD. PLAN W-11. 150 (])--cONSTRUCT 8" AWWA C-900 PVC PIPE, PRESSURE CL 200, ~TH DI FlmNGS PER IRWD STD. PLAN W-11, @-INSTALL 12" B. V. PER IRWD STD, PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. ~INSTALL 8" R.W.G.V. PER IRWD STD. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. 0.EJ· INSTALL DI FlmNG AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PLANS, PER IRW STD. PLAN W-12. @-INSTALL 1" AIR RELEASE AND VACUUM RELIEF VAL\.£ ASSEMBLY PER IRWD STD. PLAN W-10. @--INSTALL 6" REDUCING TEE, 6" R. W.G. V. (FLG. X FLG.), AND BLIND FLANGE PER IRWD STD. PLAN W-5. (6" LATERAL AND HlVRANT INSTALLA 710N PER SEPARATE PLANS) @--INSTALL IEMPORARY END OF LINE BLOWOFF ASSEMBLY PER IRWll STD. PLAN W-9. ~INSTALL TWO ~RE IEST STATION ANO IEST BOX, PER IRW sm. PLANS CP-1 AND CP-6. ,J!!.t INSTALL AWG NO. 19 INSULATED 1ELEME1RY CABLE IN DOMESTIC WA IER PIPE TRENCH AS IND/CA IED ON DETAIL A, SH T. W27. @-INSTALL WA IER QUALITY SAMPLING STA /ION PER IRWD STD. PLAN W-26. &(@=-1rlsri,,u,rsiifivictcaNrJicri'oN';;ifi~,i?oosntw:;:) ,,,.,....,,,~,_,,~....,.n ........ ..,1<.""'i..,~,"-,,..,~..,,~...,11, ,_jl',wl",~,1"-"''""~'""'""~•• •~,,~,._,,.,,,...,.,~~""''"-"'' ...,,;,,,,11.,_.,,, NOTE: ALL VAL\.£ BOXES SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 8" FROM THE EDGE OF THE GUTTER AS IND/CA TED ON DETAIL C, SHEET W27. GRAPHIC SCALE --l<l 0 20 "' 80 I 1 • I I I % I ( IN FEET ) 1 Inch = 40 ft. 160 I "E" STREET AND "A" STREET SHEET W6 PLAN AND PROFILE OF ST A. 28+90.00 TO ST A. 38+65.00 W27 ) 2:.... ~ ,() -1-.J ! ' '-" ) 48+00 STA. 46+43.91 13:l-!"='""'si-=. "'s""'rA"'."'2'"2-+5-9-,2=0------~ STA. 46+03.43 -"A " STRffT OW CONSTRUCT 16" COASTAL ZONE 2 CONSTRUCT 12" COASTAL ZONE 2 DOMESTIC WATER MAIN INSTALL TE[, 6" RWGV. AND Bl.IND Fl.ANG[ FOR FUTURE FIR£ HWRANT = ST A. 0+00. 00 -LATERAL £ INSTALL .16" X 16 " X 8" TE£ 10 DOMESTIC WATER MAIN (SEE LATERAL PROFILE THIS SHEET) 2 18 __ , 4e •z 47 FU rlJRE STREET CURVE DATA DELTA LENGTH RADIUS TANGENT 10 19"22'06" 807.24 2388,00 407.51 NO. DATE REVISIONS APPROVED DESIGN: DFA DRAWN : 11--+---+-------.,,,.--------------t--------u BP/RB 11-----1.---.+-------------------<t--------l CHECK: RSR 0.. ~-'S"'T.'°'A""'. :,;,45..,+~5""0."'00"=~""17 INSTALL TWO WIRE TEST STA. STA. 45+20.80 EC. 2 18 -15 BLOW-OFF ASS£/,/BL Y PER IRWD SID. DWG. W-9. THE KEITH COMPANIES j4, BTRESr • PJ..4NNJNl7 • Cil'/I, £NCJN.EE1l/PC • ITAT&R M SOU.RCIS • I.AN!) SVJWZYIJ,'C • CONS1'RIJl!'l'JON KANACI JIIJ/1' 'P STREET STA 10+75.00 MATCH LINE SEE SHEET f\!O. Wt1 10 STA. 10+42.38 INSTALL 11.25" b "' .., FUTURE STREET STA. 43+4B.68 L-'=e..::..;;s'=-r.'"s;.;,TA..;..,:c.;1:.;,:9+-z=3.-o=o--------113 INSTALL TfE. 5• RWGV. AND BLIND FLANGE FOR FUnJRE FIRE HYDRANT H -IRVINE RANCH f ATEN DJS'J'Niif '[ '27'00"E STA. 41+97.36 -"A" STREET OW _r=~S"'TA"".""1o+~1"'2 . ..,,oo-,,--_'"'=•r'="=s=m~rr=T="c-o=w----1 1o INSTALL 12" X 12• X 12" X 8" CROSS IWSTALL 16" X 12• CONCE:NTIC REDUCER (NW BRANCH AFTER 12" BV) 'AD STREET 4 18 STA. 9+57.32 '---',;!NS~T.;..;AL;iL~TE'=M~P ..... ~EN=o~OF~U~NE~--fis L,-.-.,l.l.A!l.·~~+4?!,0s,.J~2----------ll3 = ST. STA. 15+62.20 BLOW-OFF ASSEMBLY PER /Rlt!) sm. DWG. W-9. TKC fflOJE:CT E:NG/NffR R.C.E. 5202 1 /RWD PRINCfPAL R.C.£. 3 192.B INSTALL TfE. 6" RWGV, AND BLIND FLANGE FOR FUTURE FIRE HWRANT IRVINE RA NCH WATER DISTRICT CRYSTAL COVE .-::PHASE 1A DOMESTIC WATER TRANSMISSION MAINS WATel ~ 1W i ES (l)-coNSTRUCT 16" AWWA C-151 DIP AND FITTINGS, PRESSURE Ct 25.0, PER IRWD STD. PLANS W-11 AND CP-10. @-CONSTRUCT 12• AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH DI FITTINGS PER IRWD SID. PLAN W-11. ©----coNSTRUCT 8" AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH DI FITTINGS PER IRWD STD. PLAN W-11. ~INSTALL 16' B. V. PER IRWIJ STD. PLANS W-7, AND CP-11 FOR METAl.lJC PIPE: SEC710NS. @-INSTALL 12' B.V. PER IRW/J SID. PLANS W-7, AND CP-11 FOR M£TALJ.JC PIPE SEC710NS. ~INSTALL 8" R.W.G. V. PER /RltlJ STD. PLANS W-7, AND CP-11 FOR METALLIC PIPE S£C710NS. v2,r-lNSTALL DI FITTING AND Tl/RUST BLOCK, SIZE AND TYPE AS IND/CA TED ON PLANS, • @-PER IRWD SID. PLAN W-12. • INSTALL 6" REDUCING TEE, 6' R. W.G. V. (FLG. X FLG.), AND BLIND FLANGE PER IRW/J SID. PLAN W-5. (6" LATERAL AND HYDRANT INSTALLATION PER.SEPARATE PLANS) @--INSTALL TEMPORARY END OF LINE BLOWOFF ASSEMBLY PER IRWD SID. PLAN W-9. ®c::--®-INSTALL Jlll'.l 111R£ TEST STATION AND TEST BOX, PER IR'MJ SID. PLANS CP-1 AND CP-6. 18 INSTAU AWG NO. 19 INSULATED TELEMETRY CABLE IN DOMES71C WATER PIPE TR£11CH AS IND/CA TED ON DETAIL A, SHT. W27. NOTE: ALL WILVE BOXES SHALL BE INSTALI..ED AT A MINIMUM D/57711/CE OF 8" F'ROM TH£ EDGE OF' THE GUTTER AS INDICATED ON DETAIL "C~ SHEET W27 GRAPHIC SCALE .... 0 2D 40 80 I 1 I I J I I ( IN FEET I inch -40 fl. 160 ! "A~ STREET PLAN AND PROFILE ST A. 38+6 5.00 TO ST A. 48+40.00 SHEET W7 OF W27 ) 1.4' ,::J ")> CJ z r<1 c:, ~ .,.., 3 c;:i -I j11 J::,7<1 "' ...i: m -I --; " V z::: ell"'-! 0-+ l> VJ 1J ;:;j ti 7'll -$:, coo + -I> <:., E: -.J I 11 1, -:· -·.·•',_••···· :" •••• _.'. ,-,:·-r\'.•-.·~ I -··:' --~-·r .-. r : .1 : • .. ,' .. , . : -·i. ;_: .. :~: ;,· < ,J:: '':;i "° ,. ·c:•··:·,':-:·:::·· ': ;; • : • : •• ,' ;~if:~;--: .. •. t . I, .• :. ;· \·-.ts ·, · INSTALL 1 (SEE PROFifr . J ' ;4iL 4 BLOW. ' ' ' -·-:. : .. 1 • ~ ••• : 1 ,,. .. ' \ ,. :, , • V 1;:'.'".! •• ' 56+00 STA. 54+75.67 t O INSTALL 9/l ELBOW N69'J3'22"E 55+00 ,cSecTA"'.-"5'-'-4+~~="0.=00~~~--1l2 INSTALL 2" VACUUM/AIR RELEASE VAL \If STA. 53+00.00 DEFLECTION POINT STA. 5J+J0.22 DEFL£CTION POINT 1,, c,; l,. 54+00 53+00 52+oo . ! --1 • • -r ... I . -' ' CONSTRUCT 15° COASTAL ZONE 2 DOMESTIC WATER MAIIN STA. 52+87.08 END PRESSURE CC 250 DIP, BEGIN SPECIAL THICKNESS CL. 50 DIP 2 18 STA. 49+96.92 PRC. STA 51+77.99 EC. 10 STA. 50+55.89 -"A" STREU DW = STA. 0+00.00 LATERAL G INSTALL 16" X 16" X 8" TEE (SEE LATERAL PROFILE THIS SHEET) 7 51+00 PROFILE HORIZ. 1" = 40' VERT. 1" = 8' S -LATERAL F 15 IN END OF LINE BLOW-OFF A IRWD STD. DWG. W-9. BLOW'@FF \I· ,\ \ 17 STA. 49+20.00 INSTALL 7WO WIR£ TEST STA. @) STA. 54+85.67 t O INSTALL 11.25' BEND ~~-~~---:-: --~::.::?t;-t---... "' 9 <d STA. 55+ 2J.7J 1 O INSTALL 11.25' BEND I CURVE DATA DELTA LENGTH RADIUS 08'41'3i 146.01 962.25 1/l28'45" 181.07 990.00 PROPOSED 17' IRWO EASEMENT STA. 55+83.05 ~1"'N~SI""ALL~'"11"'.2""5'"'8£"'N'"Dc-1 10 ---EXISTING IRWD EASEMENT ~£=N~D=i c-:-CO=N..,,,S,...TR_U_C_TI_ON-----;, 1 16 18 STA. 56+20.90 /?£MOVE EX. 24" D.I. RESTRAINED JOINT CAP AND JOIN EX. 24" DIP WfTH 24" X 16" RfSTRAINED JOINT CONCENrRIC REDUCER. INSTALL 4-WIRE TEST STA. WfTH POST PER IRWD SID. PLAN CP-1. SEE NOT£ 1 AND TIE-IN DETAIL THIS SHEET. TANGENT 73.14 90.79 I I N22'J0'51 "W ~ • STA. 52-1! 0.00 , INSTALL jWO WIRE TEST $TA. 1J. STA.· 52+31.49 : '= ST. STA. 2 -1: . 0 iNSTALL TEE, 6"i RWGV, AND ~LIND• FLANGE· \ FOR FUTURE FIRE HYDRANT .. ------- 9l. STA. 0+51.00 -LATERAL G 15 INSTAl.1. TEMP. END OF UN£ BLOW-OFF ASSEMBL~ PER IRWD STD. DWG. W-9. @1$ 5 l 1-,r\\J::..-t-t--ti~lrn STA. 49+39.11 13 = ST. STA. 25+63.60 INSTALL TE£, 6" RWGV. ANO BUND Fl.ANG£ I ~ fl/TUR£ STREET FOR FUTURf FIRE HYDRANT " <?" 1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL fXPOSE THE PROPOSED TIE-IN AREA TO VERIFY THE HORZ. AND VERT. LOCATION, THE TYPE or MATERIAL, AND THE JOINT CONNECTIONS OF THE EXISTING PIP£ THE CONTRACTOR SHALL REPORT ALL 0/SCREPfNC/ES TO IRWO AT LEAST 7WO WORl<ING DAYS PRIOR TO COMMENCING WOffK. 2. DI/STING 24" OOM£STIC IYATER TRANSl,IJSSJON MAIN PER IRWD COASTAL AREA WISHBONE ESTATES GOLF COURSE SEGMENT PLANS, PROJECT NO. 12042 MAY 1990 (PREPARED ff( DANIEL BO'rl.E ENGINEERING, INC.) J. ALL VAL\lf BOXES SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 8" FROM THE EDGE OF THE GUTTER AS INDICATED ON DETAIL C, SHEET !'127. (YI/ ' . ,--. ,. qz;55 T , , :f~iRCP;";.;.:·· i •• • • • • . J, .; .:,:·:: "-"·--i .,,~,. ~" 50+00 FUTUR£ IRWD EASfMENT I 40.0 L.J 75.0' 'f-.._ ~,~ ' N24'17' "W • • ~ STA. 0+00.00 LATERAL F INSTALL 16" X 16" X 8" TEE (SEE LATERAL PROFILE THIS SHEET) & "_N __ O~. _D_A_TE:,__ ___ :.::.RE=.~:.::.l.::...S/..::..O_N:.::.S __________ -,-_A_P_P_R_O_V_ED---1 DESIGN: C)e l DFA THE H TKC PRWKf f;NGIN£ER • PMHJIINC R.C.E. 21 • CIYIJ:. DAVID F. ALLEN DRAWN: KEITH ENCINA'A'RINC ~/J • ~clit'ES 7W BP/RB COMPANIE'S • LANO SURVEYl/'lf: &!+-~ TKC PROJECT AIANAG/:R • COll"/JTRtR:1'.fON ROOCRT S. REID R.C.E. 49624 VANACnlSNT !BY/NE RANCH. CHECK: 2955 Redkiit Ave.. OJsta Jlesu, CA 92626 {714) M(J-0800 IATE/1 D/5TJ1/eJ' , --i-·-···.r ·---r -·. -r-. ,. ,'. 1 , .. ' 'i''" ). ; . l " f .... ( " • ]"'_ '. 49+00 48+00 LEAD WIRES FOR TEST STA. .• { ..... !-- \ • - \"'~-, . . ' -J~-;t . -· :·i_ ··: "i . : , ..... __ -M li:'. ·:;,· l '. ," ! > ·_:; ; . ,. . ··l :WATB/1 ~ iw 0--coNSTRUCT to AWWA C-151 DIP AND Fl1TINGS, SPECIAL THICKNESS CL 50, PER IRWD STD. PLANS W-11 AND CP-10. 0-CONSTRUCT 1 ff' AWWA C-151 DIP AND FITTINGS, PRESSURE CL 250, P£R IRWD STD. PLANS W-11 ANO CP-10. (i)---cONSTRUCT 8" AWWA C-900 PVC PIPE, PRESSURE CL 200, WfTH DI FITTINGS PER IRWD STD. PLAN W-11. ©-CONSTRUCT 8" AWWA C-151 DIP ANO FITTINGS, SPECIAL THICKNESS CL 50, PER IRWD STD. PLANS W-11 AND CP-10. ("""" I •• _ --~. •. ·t;-.,.,, • .c:::, '[•" -~ -i;,· -ic;;):_~----'. ~-~ .... .... ~·J-'. i :···. -. . " ... --. -----, -· ............... , ... Q)--1NSTALL 16" B.11. PER IRWO STD. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. ~INSTALL 8" R.W.G.V. PER IRWD STD. PLANS W-7, AND CP-11 FOR METALLIC PIPE SECTIONS. '-l,:!.r INSTALL DI FITTING AND THRUST BLOCK, SIZE AND 1YPE AS INDICATED ON PLANS, PER IRWO STD. PLAN W-12. @-INSTALL 7 AIR RELEASE AND VACUUM RELIEF VALVE ASSEMBLY PER IRWD STD. PLAN W-10. (REPLACE 1" MATERIAL COMPONENTS WfTH :t' COMPONENTS) @--INSTALL ff' R£DUC/NG TEE, ff' R.W.G.V. (FLG. X FLG.), AND BLIND FLANGE PER IRWD STD. PLAN W-5. (6" LATERAL AND HYDRANT INSTALLATION PER SEPARATE Pf.ANS) @-INSTALL 4" LIN£ DRAIN BLOWOFF ASSEMBLY PER IRWD STD. PLAN W-22. ~INSTALL TEMPORARY END OF LINE 81.0WOFF ASSEMBLY PER IRWD STD. PLAN W-9. @)-INSTALL FOUR WIRE ANO INSULATOR TEST STATION AND TEST BOX PER IRWD STD. PLANS CP-2, CP-7, NID CP-8. ~INSTALL TWO WIR£ TEST STATION AND TEST BOX, PER IRWD STD. PLANS CP-1 AND CP-6. @-INSTALL AWG NO. 19 INSULATED TELEMETRY CABLE IN 1)()1,1£STIC WATER PIPE TRENCH AS INDICATED ON DETAIL A, SHT. W27. PROP. 16" DIP DW PROP. 16" TR-FL[)( TELESCOPING SLEE\lf (FOR CLOSURE) PROP. 16" DIP DW REMO\lf DI. 24" RESTRAINED JOINT CAP DATE 'ls-I'!"( 1/sj9, PROP. 24" X 16" DI TR-FLEX CONCENTRIC REDUCER PROP. 1/t' DI 45' TR-FLEX BEND PROP. 16" DIP OW 16" DOMESTIC WATER 11E-IN PLAN @ N.T.S. IRVINE RANCH WATER DISTRICT GRAPHIC SCALE -40 0 20 ,o I l ~ I I I ( IN FEET ) I inch = 40 "A" STREET PLAN AND PROFILE 60 I ft. STA. 48+40.00 TO STA. 56+20.S0 RSR IRWD PRINCIPAL ENGINEER CRYSTAL COVE -PHASE 1A DOMESTIC WATER TRA NSMISSION MAINS 4-1-99 REVISED DW LATERAL F ALIGNMENT AND SS CROSSING LOCATION R.C.E. 31925 T 160 I SHEET W8 OF W27 -"" Cl> + .I':, c:, -i C V, 0-... N c:, ! "Q E:: 'T ~ -I 7\1 ) c:::: Do 1 ;-_, , " ·, , glP;f' f:2$} , -..... ,.... -·" ............... -., ... , ·"·•· ,. • ... , ....... , ·. •'·•·r··t···,--·t-,. •" ... J ... j .......... , •· ····--r···!· --INSTA/Ji':1· '!;.;;;[<, .. ::::~;+;;~~ · ;:;~ .. -,, ! r·::t~:i ;·.r1.:, ;·_, .;:.f)0 ~:{~{-,: :~'.l:::{:'.~-~0 -f: .. ~ 1,_; :/:["[.,-! :-:l )::o ·~i:~_cJ-r i '. t·t.:4~:~';:·~r-:·f:··l:"·!-~-.h:::;>-j . ..: .. :::::t.i:;~~-'r''{~.: ,·:.~t~1~~ :':J\f:J~:J.1 '··:.i~f}::;f~:i )·;C::f·~:1::J;";fj:;·},·'.·_ . .: ... :/+:~t: :\/;,-3 a-)11wJvto:i/i~~ ·. ;_::.1:1·,.:· .. C :·~ -!---~=~-=--;--!,--: ... 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DELTA 1 8'51'03" "''., 1/1 / 1 CURVE DATA .. :;--.. , -.... -· • • • • • 1 ::[:-:~f.~~-~l :--:.-.--.r· . .-r :~ ·: ... ~- • I JIT",1-.....J.' I I I CONSTRUCT 16" DOMEST1C WATER MAlAf FROM COASTAL SLPPI..Y LIE STA. 10+75.29 13 = ST. STA. 2+02.10 STA. 13+02.45 £C. of --.::.....,_,..z:...~:.-J~~ INSTALL TEE, 6" RIIGV, AND BLIND FLANGE FOR FUTURE FIRE HYDRANT 10 = STA. IO+OD.00 -LATfRAL A INSTAil 16" 90' ELBOW B£GIN LA TfRAL A (16" Dir STA. 1o+49.24 BC. STA. 11+40 .. 35 PCC. 44·27'15"W INSTALL '45"[ ~tG~~1~~NSTRUC 2 10 16 RfllOVE INTERFERING POR110NS Of EXISTING 16" DI PIPE, TR-FLEX ADAPTOR, AND 45' BENO. EXPOSE EX. 12" BALL VAL I'[ ANO 12" X 16" DI CONCENTRIC REDUCER. INSTALL 16" DIP AND 16" DI 90' TR-FLEX ELBOW. Rtl.lOVE AND Rf PLACE FOUR lllRf AND INSULATOR TO TEMP. PUMP SfA110N TE. (SEE PROF/Lt 1HIS SHE£T. 12 5.00 INSTALL 2• AIR &: VACUUM RELfASE VALl'f: TALL TllO l+IRE JEST STA. IO\.--.S'S!.!.TA!:..•.!.1102+::20'!,;.2"-'1--'t-"LAc..,IE-"'R.;,cA,,._L_,,Bc.,.,- INSTALL 12" X B X 12• TfE • ·····-; -' ; ' • - COAfS11iJCT 12" COASTAL 2l DOMEST1C WA11:R AIAIV STA. 13+08.45 BC. = STA. 10+00.00 -LA TfRAL B IO INSTAil 12" 90' ELBOW EWD LATERAL B (12• DIP) FROM TEMP . TfMP. PUMP STATION SITE AND BfGIN 12" PVC MAIN. (SE£ PROFILE 1HIS SHITT.) IJ STA. 13+45.01 = ST. STA. 2+12.67 INSTALL TfE, 6" RI\GV, AND BLIND FLANGE FOR FUTURE FIRE HYDRANT STA. 13+ lJ.02 EC. .. > -' ' .... " 1 '···:-· •t -~ '"J F=--==-"'='"""'-"i 2 PROFILE HORIZ. 1" = 40' VERT. 1" = 8' STA. 15+J5 .. J1 BEGIN STfEL CASING STA. 16+37.J2 13 = ST. STA 5+04.92 INSTALL Tf£, 6" RIIGV. AND BLJND FLANGE fOR FUTURE FIRE HYDRANT ¢STAL COVE DRIVE -~--STA. 15+JI.J1 lO INSTALL 11.25' BENO 10 STA. 16+6Z5S AHEAD = STA. 16+62.87 BACK INSTALL 11.25' BEND STA. 15+92.80 INSTAil 11.25' BENO IO ·-. REl/0~ EX. 16" DI FLG. X TR-FLEX ADAPTOR 1:JA'l&I caamruc @-CONSTRUCT 16" AWWA C-151 DIP AND F1n7NGS, PRESSURE CL 250, PER IRIIO sro. PL ANS W-11 AND CP-10. 0---cONSTRUCT 12" AWWA C-151 DIP AND F1n7NGS, PRESSURE CL J50, PER /RIii) sro. PLANS W-11 AND CP-10. ©-tNSTAll 12• B .. V. PER IRWD sro. PLANS W-7, ANO CP-11 FOR U£TALUC PIP[ SECTIONS. ~INSTAil 8' R.W.G.V. PfR /RIii) sm. PLANS W-7, AND CP-11 FOR METAUIC PIPE SEC110NS. l.!!!.,-INSTA!L DI Fln7NG AND 1HRIJST BLOCK, SIZE AND TYPE AS IND/CA TfD ON PLANS, PER IRIIO sro. PLAN W-IZ @-INSTAil 2" AIR RELEASE AND VACUUM R£U£F VALVE ASSEMBLY PER IRW SW, PLAN W-10. (RfPLACE 1• MATERIAL COMPONENTS Ytf1H 2' COMPONf:NTS) @--tNSTA!L 6" REDUCING TEE, 6" R.W.G.V. (FLG. X FLG.), AND 8LJNO FLANGf PER IRV.V SW. PLAN W-5. (6" LA TfRAL AND HYDRANT INSTALLA 110/<I PER SEPARA IE PLANS) @-INSTAil fOUR l+IRE ANO INSULATOR TEST STATION AND TfST BOX PER IRV.V SW. PLANS CP-2, CP-7, ANO CP-8. INSTALL 00 IWRf TEST STA11 AND TEST BOX. PfR IRl'IIJ SID. PLANS CP-1 ANO CP-6. @-INSTALL STEEL CASING PIPE PER IRIID PLAN S-12. \ R~VE INTERFERING PORTIONS OF EX. 16" DIP REMO~ EX. 16" DI " f = t -1 45' FLG. BENO ''/, I I ' ' ) I 1 : EX .. 12' GVl m -m ~ ,~// l-_i_ __ l:--; 11,-----111 _';::111-_,._+......: ~--+t-=T~~ II 11( Ill ,,. PROP. 16" DIP OW I STA. 11+56.40 -L INSTALL 12" 90' DI 10 : i i £X. 12' ~~-:A:~ 7 'w-rlJ-7'""--,---i:....-u...--=1-,,--1...PJ.R-OP_.. 16" DIP DWTR~ Jg: f~ow EX. 27" DW COAST_,,,,..,,,, = 't--) £X. 16" X 12• CONCENTRIC PROP. 1 •• TR-FLE.X SUPPLY MAIN FLG. REDUCER 0 STA. 11+76.81 -LAT. A J 10 INST ALL 12" 90' DI . Rf.STRAINED JaNT ELBOW {l/fR11CAL), AND INSTALL 6 VERTICAL FEET OF 12" DI SPOOL (PF: X FLG). INSTALL 12• 90' DI (FLG X rl.G) EtBOW AHO 12• DI l3LIHD Fl.ANG£. RESTRAJNED J(JINT ELBOW (l'f:RTICAL), AND INSTALL 6 llfR11CAL /:ffT 1. PRJOR TO CONSTRUCTION, THE CONTRACTOR SHAU EXPOSE TH£ PROPOSED 1/E-IN AR£A TO VERIFY THE HORZ. AND VERT. LOCA110N, 1HE TYPE OF MATERIAL, ANO 1HE JOINT CONNECTIONS OF 1HE EXISTING PIPE. THE CONTRACTOR SHALL REPORT ALL DISCREPENCJES TO IRWD AT LEAST TWO WORl(/NG DAYS PRIOR TO COMIJENCING iroRK. PROP. 16" DIP (FLG. X PLAN ENO) 16" DOME811C WATER 11E-IN PLAN N. T.S. TELESCOPING SLEE~ (FOR CLOSURE) ® LENG1H RADIUS TANGENT TEST STATION PER /RWD SID. 01'.G. CP-2. SE£ NOTE 1 ANO 11£-/N DETAIL THIS SHEET. OF 12" DI SP{)()/._ (PE X FLGl. 2. EX/S1/NG 16" ANO 12" OOM£STIC PfPELINE PER IRIIO COASTAL AREA l+ISH80NE ESTA TES DOl,/ES11C AND R£CUMW WA TER FACILl11ES PLANS, PRD.ECT NOS. 12043 AND 31288, DfC£MB[R 1994 (PREPARED er DAN/£1. B0\'1£ GRAPHIC SCALE 91.11 7971.00 45.56 162.10 706,00 81.41 57.00 69.00 8.56 ~ I INSTAil 12" 90' DI (FLG X l"LG) ELBOW ANO 12" DI /,LINO FLANGE. ENGINEERING, INC.) 3. All VAL\lf BOXES SHALL BE INSTALL£D AT A MINIMUM DISTANCE Of 8" FROM 1H£ EDGE: OF 1HE GUTTER AS /NO/CA 1ED ON DETAIL C, SHEE:T W27. .... I I 0 20 .. eo ' j I I J { Ill F!.M \ ' -· , 1 inch = 40 It. DA TE REVISIONS APPROVED DESIGN: /RV/NE RANCH WATER DISm/CT DFA THE • P.LdlrNIM; DAVID F. ALLVI TKC PRQJtCT cyG/NgR R.C.E. 52021 , .. I ll---+----+------------------1--------1 DRAWN: BP/RB KEITH COMPANIES • Cjf.JJ,,EERINI': • TATIR Jll30U.llt'ES H .. ! mVINE RANCH ITATEK 0/SJ'Kl(:f CRYSTAL COVE -PHASE 1A DOMESTIC WATER TRANSMISSION MAINS CRYSTAL COVE DRIVE PLAN AND PROFILE SHEET W9 OF W27 • LAN.D SVIWJ:YIW • ':..1£T'§'H ROBERT S. REID 7KC PRPtfff.T MANAQER R.C.E. 496 ll---+---+--------,~----------1-------11 CHECK: RSR 4-6-99 AOOED STEEL PIPE: CASING ANO R£V1SEO HORZ. AND VERT. ALIGNl.lfNTS. .2955 .Redhtll A"-, Cusi.:i_ Jt,sa, CA 9.Z6l!6 {'?14) 540-(Jtl{J(J IRWO PRIN \I\L ENGINEER R.C.£. 31926 STA. 9+61.32· TO STA.17+20.00 l ) \J7 v,J )S '-" ~ '-J T-1 D --< 3 "" rr, il U\ r -I -r-~ E < ~ m 0 ;;o 7il -<. m "-I + " ~ -0 ·• • i :-, ·: i.::·:.:p,-c;::_:·t . -'.: _.,.-::' ·- . .. • • + r-i f-jl#'t :- -r ---·· • ~-•• •fc •c<C~C~ _ t ~:.E::-~r~~·.J::;: i : t /L':frt::,t-_, .-T .. -- ~i .. -·:.; • . ··<J.\!f\~J_:_;:;f? .. , ... ,... .... J :._·r __ .: -r • :·. :· -'"<'":-:··t:.:-::.-"·:·· -:t:· ·-z::.?:t ·:::::-: , _·:-~~l<: .... t.~:{}it:ff;}f-:• .-r· _ .. : ._A_-i:-:-·::. ••·····• '}; ,•r ,_ •• • ,?•~•~" .... "'"'":l:' r • ~, '"~"~ " " ,.,~~,.,o~ •'l•""""-"'l°""_,,{,~ , _ _ • : . i _-~ .. 100 , I l -;-_ I i ; •. ·.r .. -. _, . .. ....... ~~ --.,. -. •·: . 'I /••. ," H·· ..•..... I .. •· ·: •·-··•· ···•:·,:c.-:t·--·r·c17(J: ··:·. .\·-J .... •. -·•-·· .~-~ ••• ;~~,:~;;.er-.:· ·'• •····r•f;iF!Jr"'"'' , •• :•· l • ,.,, ... \ .. 1• ~ 11:~6 ::f: :;f :t~:-f:ij: • -· l Tl , . . k+l-~1f . ' ---J;'!-----~ ---.·---•· ·<» --• ·:-;-· ·. • · ·.B >1 -~:f ~ ··:T:'· ~-.·:, ,1. . .L)•I ---·•~ -----'-' _ '-' ,n-, --,----.,..---1 ~ :--~ ' 'j;ECG _}··-i.--.'.'··.f: __ x,rttf~f 't·L., ·L _i ::=fr~~,;~~~--:f ;1 ):lc:- • ·,--· 1 . _. • ··:, --v·,:;::,·,1:::_·, • -, .,. • ... , -, . -_ r,.·r At -. "' ::i-, ---l~: __ f :~_::J.> ,_ ·_:·:-r :1-·>i -1 T·''''f L'· • -:)-i•~;{~-J~:}~-:: -~i -·-_, ___ ... ; ·i •• ' •. : '"f ::.ftt.~i_·::_~.:-_;ff J,J_ 'I '. \ L:: t '.::T ,:t> 0 : • ,· ,~ ....... :,-,~ .. L .·:..:L . ' ·-·-, ______ ,---·-" ··-~,1,. ... .,,,~, .. ,...,,....,,.._ .. ~---~ ,-~~-,·-· 18+00 19+oo 2o+oo FUTURE UTILITY EASEMENT NO. ct.fiVEDATA DELTA LENGTH RADIUS TANGENT 5 16'59'34" 267.51 902.00 1J4.75 6 1J12'44" 179.41 778.00 90.10 DATE REVISIONS ------- /JICS""L~A-.;;20"=!.i+55=.0'i-c5~~--.J = ST. STA. 21+28.20 INSTALL TIT, 6" RWGV. AND BLJNO FLANGE FOR FUWR£ FIRE HYDR T STA. 0+62.00 LATERAL £ r I \ INSTALL TEMP. END OP LIiie BLOW-OFF ASSEMBLY PER IRl\!J STD. OWG. W-9. APPROVED DESIGN: DFA DRAWN: BP/RB CHECK: 4-2-99 R£v1SF:D DW LA m?AL C AND D ALIGNMENTS, ADDED DW LATERAL F:, RSR AND REVISED SS CROSSING LOCATIONS. . 1 '.""".\."'.'. ' • ·l "'; ;" "'~t . ' -. -. ,• .. ::.:-~,1~·, .. :..::::..:.::,·.::. ;_:;,..;..:,.,,-... ;,-'-~;_,.1· ;, 21+00 22+oo 23+oo CONSTRUCT 12" COASTAL ZONE 2 TERAAMV RJWR£ UTILITY STA. 20-t --COin:' DR. D EASEMENT = STA. 0 60.0' INSTALL 12" X 12" X B• TEE (SE[ LA 1ERAL PROFILE THIS SHffT) "' 18 I ·1; ~ ES "' ·-~., 11 o5 :?! lcl 1,t "' I 111 ~, !, ... - I -,,._• , INSTALL TfMP. END OP LIN[ BLOW-OFT ---~SSfl/Bl Y PER /RIii) SID. DIIC. W-9. • -;;;-OR-YSJ,IL CO\.£ OR. OW •xB•TE£ LE 11-1IS SI-If£ A. 24+JZ26 BC. 6 q s .. g S«B I ... .,,--...._ --v:---... RYSTAL COVE DRIVE I STA. 2o+92.85 -CRYSTAL CO\£ OR. DW = STA. o+ .00 -I INSTAil 12· X 12· X 8" 7EE L I l (SEE LA 1F:RAL PROAL£ THIS SHEET) 1~ro711R£ 10· IRIID EASEMENT THE KEITH COMPANIES • .Pf.ANNI.NC • 'iJi/fNNRIKC • 1'ATIR MStX/RaS • ~ND S'URl'EYIHt; • ~flfj1's§f 2955 Redhill .Aw., Coak J/1Jsa, CA 9:?6Z6 ('?14) MO-OIJOO J H DAVID F. ALLEN ~ .. -IRVINE RANCH ffATER DISTRICT - ~57:"'-'iiA-,.,2=.;J"'+-1"51,;.7"'6_,.,c-=----<tJ ~ ST. STA. 24+23.40 INSTALL TIT, 6" RIIDV, AND BUND FLANGE FOR FUTURE: RRF: HYORANT TKC PR~CT ENC/HEER ~.c.e: ~ ~, 'N TKC PROJ£t;I MANAGER R.C.E. 49624 IRWD Pf?INCIPAL ENGIN R.C.E. 31926 DATE' 'IS('a 1LsL99 ' I-B • 'I :T-· . ,' ·-. f • . ,-~·-:-,--,, -' . ~ •. " -·, J.:· -'. Vi"\ •• WATel c;xmsTB1JCTt® NO @-CONSTRUCT 12• AV/WA. C-900 PVC PIPE, PR£SSUR£ CL 200, 111m DI AmNGS PER IRWD SID. PLAN W-11. ©-CONS111UCT s· AWWA C-151 DIP ANO FlmNGS, SPECIAL THICKNE'SS CL 50, PER /RIii) sm. PLANS W-11 AN,D CP-10. ©-INSTALL 12• B. V. PER IRWD SID. PLANS W-7, AND CP-11 FOR M£TAll/C PIPE SECTIONS. ~INSTALL B' R.W.G.V. PER /Rllf) sm. PLANS W-7, ANO CP-11 FOR MF:TALL/C PIPF: SECTIONS. &INSTALL DI AmNG ANIO THRUST BLOCK, Sile AND TYPE AS INOICA TED ON PLANS. PER /RIii) sm. PLAN W-12. @}-INSTALL 6. R[DUC/lt/G TEE, 6" R.W.G. V. (fLG. X FLG.), ANO BLIND FLANGE PER /RIii) sm. PLAN W-5. (6• LA 1F:RAL ANO HYDRANT INSTALLA UON P[R SEPARA T£ PLANS) ~INSTALL TEMPORAR'Y £NO OF LIN£ BLOWOFI' ASSEMBLY PER IROO· STD. PLAN W-9. @-INSTALL AIIG NO. 19 INSULA Tm 1ELEME111Y CABLE IN DOMESTIC WA ID? PIPE TRENCH AS IND/CA 7EO ON DETAIL A, SHT. W27. GRAPHIC SCALE -<O 0 "' '° 80 I ! j I I I ' ( IN FEET ) 1 inch = 40 It. IRVINE RANCH W~ TER DIS IRICT CR'YSTAL COVE DRIVE: CRYSTAL COVE -PHASE 1A, DOMESTIC WATER TRANSMISSION IVIAJNS PLAN AND PROFILE STA. 18+50.00 TO STA. 25+25.Q() ) " Cl 711 c:i -< 3 ,1' j;! ITI ~ r " 8 E < :!:j ITI !Tl CJ ~ io:::i -< rn ~ .... ",;J E: '"' ~ -D BHEE:T W10 OF W27 __ .}'. --·}. ""' ., -···· •. . . ', .: :.t •. _"j . ---.-;;-,,-,~_-;:--:-"""{ .. . 16+oo 15+00 14+00 '"( '.'i."" .-~----· '. : . .-. J-- . '" .• .o,.•-~.i,-~;·::: STA. 12+46.12 IWSTAU. 22. 5" 8EWD 13+00 10 ca6TRUCT 12" COASTAL ZOIE 2 STA. 12+00.02 ~1~ws=TA~L"---L~2=2.~5-~a=r;=wo:-;10 NO. DAT[ R[V/SIONS DOAEST1C WATER MAN fJ"\---S""T.c'.;A.~14:,,.+;;cDZc:.;.46;,;.,-,,..,.,.-------, = ST. TA. 14+41.80 INSTALJ. TEE:, 6" RIIGV, AND BLIWD FLAWG[ F'OR FUTURE FIRE HYDRANT \ \ -. APPRO V[D \, \, "'-'s,,;r.='-~',,,' 1f':'s+.:.-;oo,,,.'/:;oo~c.;;-\10 INST. l,L 22.5' BEND DESIGN: DFA ll--l----l--------::;:-----------t------1 0RAWN: BP/RB 11--1----1------------------t----~CH[CK: RSR W00'26'28'W \ {n ,..;Sc:,TA"".~1:;c2+'i6~6."'90~=--' INSTALL 11.25" BEWO SCALE: THE \ 40' t i KE'ITFI COMPANIES PLAN.NE}!(; CJV-Jl, KNCfNEERINC lrJl1'EJl RESW.RC'£'S' UN.lJ SURl'ETJMJ • CJ.i'Jlf!mfflf 4~65 RedMl! Ave, Costa Mesa.. CA 92626 ('?t;f) 540-(JOtJO H -ll/VJNE KANCH lrATEN DISTRICT ' . ~ ' ·._· .. '.:. ·:·_1j·~>:t'. ·1- ·•l ' j·· • ~ ,•••••-•ov •<" /-•~ ••• t-.---·.1.. . L-·r: .; ,; ·1· .... f•· ..... ·.;}·-L:.-··t:=: ·:· ---·.::·:_-j ••:J.:::·· ,-· ... • .. '.,-~ - :t-'··:·:-·!·.~~-: j:_::·~~-"f . L .... t~--~~:_:·._r-. > ~;•>"'-~•~,.., ._,,,_ "'"'\" ''"i-,_,.-,~";~"'-' ~ "M•/" •~•x•' ~~---~-,. ., : -=··;-:-·;--~-. ·I - ~. ~~T.·~-: :---: ~f-/:.~_:t~---? ·.-; .: i . :.I ~--;J.~.-.-·.-;1: ·-·I-···,---., +··L ---· ,. t ·. . ; ... ·"· &O+_, .--.,.... l • '"1 ---»••--•-• ·-->--~-~-t: Ji:l:.L_~ -.>r -: ~· -! ;· -l -~-... ,,. ........... ., __ -~ .. ·65'·---c ..... , ... ,.'C'"" .. "'" .. .. ~-. . . ~--..... :+:::~~-~-::. t: T ... , ' • :.·1-~-.:.-:J . ·:.; _._ ~-::r :-:·:_i_ r :i: ·\<·-~:~~-;~~r~::1'.~.:---r _;: · l - ! ···· .. :·• .. ;if<{• ·1 .··.··· .. ··•·· -----18(]; .... ' ... L, ... ,. L" el!, .... ,. "·'I"--"~~~·~..;..... ;.i -·. • ·r--·•:j:'" .J.: •·:}~i{/f':'.--;•:l~:( .. 1." .. ,._ ; 1 --· • ; .;,t·:~::';.,_:•.:-y-<'.T '-'::, · :t;·;·i: -·-·~·.-i:~:t~}+~+~? -'~: .! j\ T_ ·· .. , "t .. r:~ :f:_·;:_:, :, ::.;t ·1 ... ~t :.-. .:· "J .. • -··•···-.-i i, -.. .,. ':.,\: .• ,. ... :.;!,. I ·-;-:· ~ • ;r·· .. 12+00 STA. 11+75.15 = ST. STA. 12+00.00 IWSTALL TE[, 6" RWGV, AWD Bl/ND FLANGE FOR FUTURE: FIRE HYDRAWT STA. 11+53.92 "1w~s=rA=L~L'""22"'.s""·'""B£=w=o-<10 n+oo 13 STA. 11+19.47 r,1;i,wssi-rA-riLL+-'-ic11,-';.2,ii,5 ... B£"""'NDrilO 1 •• !,.;., . ,; . • ·~.-· TKC PR~T ,NGINEE:R K PR < T JbwAG,R R.C.f'. 49 2 IRWD PRINC/P. R.C.£". 3 1926 ENG/Nf'E:R ' -. -; .. . ,. cf-,,,.:::.{ ... , .• . ., ·-·-· .. . . ."\ ' -r· ··--·-__ ?, ~-•• ! •• -; i.: .. J., I--:.:_--;.-.. .·r 10+00 ,·.:-:::.r.:.-.-:.··.·_._: .. _.i .. • •. ·::;i.'.,·:.·.i/-:'. _ _.r.:_·_· . .:,:_._·:.:_.f.:.·:.:.~.1-.· '·----~~ ·J .:.::-;.··· (-.-,~-·;· :·t · ·( ·.::,r ·)_:.:..::;-.~-.: r ·---~-----1,.. ---~--, ~ , .·:y-::;r,:·_--;.~ •·.· .'; ........ '.:.-I._:_:.·_, .... •.• .. ·A,· .... ··:.~,.·,:~_:.:_:~_+,·-.·i,·"··t;-•• I • .L .:•.f~""'(. • ':· --~.~.:-·•:·;':"" < • ' ' . - -r-·-~.::r--:~-t · ---L~-j ----~:[-~ 1-·-~--~-: · ~ :~.:; ..... -:-.-· ·· :~. ~ .. ..:s;·~--; ·_ --, ... : "i:-- '"•'. 1. .,. i '"! ... :. '~ .. :i.," -·\ it ·--t-. ·1 , .. ,. ·t~::f~:;., •• ·:.: •. ·:·:: .. c j,~~J:){-:I~-Jf.f:;t?••t:.1 :\:!?:J:; •••• ,:t-;· . .. !.. ~.. -._:: .;··. ·J:_:..:_T···· :i:":~ '"'.~-:· :L·-•t· ... ---. '--"' . ,. ·r :.: •_4 . :. WATBI CONSTRlJCltQ.\I WC,& 't. ----, ·---l . ..... , . -... , ... 1 -• 0-cowsTRUCT 12' AWWA C-900 PVC PIP[, PRESSURE CL 200, mm DI FIT11WGS PER /RIii? STD. PLAW W-11. . ©--INSTALL 12' 8.V. PER IRltll STD. PLANS W-7, AWD .CP-11 FOR METAU.IC PIPE SfCTIONS. @)-INSTALL DI FlmNG AWD THRUST BLOCK, SIZE AWD TYPE AS IWDICA TED OW PLAWS, PfR /Rl'll) STD. PLAN W-12. @--INSTALL 6" REDUCING TEE, 6" R. W.G. V. (FLG. X FLG.}, AWD BLIND FLAWGE PER IR'MJ STD. PLAW W-5. (6" LATERAL AND HYDRAWT IWSTAUA TION .PER SEPARATE PLAWS) NOTE:: ALL VALVE BOXES SHALL 8E INSTALLED AT A MINIMUM DISTANCE OF 8" FROM THE EDGE OF THE: GUTTER AS INDICATED ON DETAIL •c•; SHEET W27 GRAPHIC SCALE __ .., I I f 20 j "' t 1111 I ( IN FEET ) 1 inch = 40 fL T IRVINE RANCH WATER DISTRICT SHEET CRYSTAL COVE PHASE 1A DOMESTIC WATER TRA NSMISSION MAINS PLAN AND PROFILE STA. 10+ 75.00 TO ST A, 15+50 .00 W11 OF W2 7 iJ'> "' 0 -I ► c:, ... -J u, cl VJ -1- 1..n C) ..,, "'ti + "'ti ) CJ c::, 3 n, :q I"" . •. l •. ·-:_}: · .. · ~ . -~+-. . ~-: -:~r.: ~;_!_. _::.} ~~j-:•::_~}t_~ r:~:·+~-/f" _:/.::·.-)--~:-·.-F:·:~).:: ~:·y·--::1·~-~;·:~ ........ ,----· •· ... J .. ~:-.:t·.-:.. t·.-: : :: --,-,,-;c,c--: ••• •. ••••• • U'Y t"ifJ~-.r-1;1{tf HiTf"1cxJ;rrr·tr • ·fNS-n :,.. , .: : .-.] .. ·-;~ • ',..J: .-.. Aw.i·a•,\Arm .... ,. ,.. .r.':' ' 'onLt 11'//S SfJEE, l • : ,· ' • j .. ,. -( ; ,_.-::.-~.f:__.:.}:· .. :. !": •• I I• ... 1. · , ......... , ..... .. ; i < 1 ,. • ~ (---_: "i -_-;," '/ :·· ;·~ ' :r~--, , . . . -. _. l--: • : :f,~;;.;f Y.!i;:.1'~ii • i , , . '· ' l •• .,. --' ' J V.t.,IV l'fUl-l, ' ,,. --· ··' .. -{-.. -.-~-:..F~- ·-:.~ {.". ..:·. \, ;.;.,c.s.,.,; ~::{_~tt J~ -~---· -~-r·-1_:•.i .. :::L;:~· .,,,,-::r_ .;. l: • . ,,.-•"',,-'.:zc.. ..:l ••••• j •• --·-•--·--• ···•:• -·t-•~ ~~r.-:-· ,;i:_ -:t • ·-:,: •• • -1 ••• ·x , -~•-,.• ---~ ~-;· -i-· ' " -~·!: ' , .. . , ~., .. ,..,,,, """'''"""' --~ ''''""'"'"'"'"'·'~ •••• , .. ,~, . .. ; , -_;-· .-T·:.":'.Y:~;:.t·-:-.-.~L--. -'-1 -.... ·.··.>1 ., -~r-.:~r --·-[ i -}_· r · .."i .. I .r ·1.: ,_·. • .. .-:~,:: .. :·:[ .:·.:...-1···•-'·"•·\'"""" ., ...... _, •• , •.;··:··-1· ~-- l\·f +•• • ' • ' • '. ''tt:lf Jii :Ctiif J,:.[{ti,.-.-.;.~;-i:~;.f cf .f.g~ ~ ; r .c. J t ' +. t ; ,. .:;. • -1: • • ' 0 • ·· .. ·: {,._ .. ·_;,. : .... ,.: ...... •. . . . • ··:-"J, , . • •• j .. , . . ·._,; 3-. ,,.::.,:· -,~_-:--·t.·. ·r .: . l ') r ; " " t ' ) ' ,j~~-t .-;J~~tit~~:j~~~ :i~ 1~;)~:;J ~ ~~t .;j;~·:)t~=:~t~:;.:t:-~l~p ~~;/ ~} ~~~~L;;J~;~-~ . h "' ~-·=, .;;:: ... ( ~:,-.1~, • ., 16+00 STA 16+47.16 10 1-1=NS~T.~ALL"-'-;2;-c2.--:c5,c-:B=rn07.o'""' 17+00 STA. 17+31.19 10 >---1N:::s=rAJ..J..=--=2=2.-=5=-• B=~::-N=-o----- '~ , L L~~-:t:; L :;,\;.:,,,~::: ... :,: ... :.:,_;~··, 18+oo 19+00 FUTURE STRfET .-: ... .. ', .:;;,_;,.,.,, ,.; 20+00 21+oo PROFILE HORIZ. 1" VERT. 1" CONSTRUCT12°COASTALZ E2 00:IESTIC ATB1 . rS,,_,T,,A,,,,. ,_,18'-'-+.,._70,,,.~71'=-=---'._,"~SETR:a;:;:fE;.:T~D'-'-W~--l/O = STA. 1+00.00 -LATERAL A & 8 INSTALL 12• X 12" X 8" X 8" CROSS (Sf£ LA TF:RAL PROFILES 1HIS SHEET) p, 4 ·-----~~ -~=c--"1".7-:••"-'E<--·=- N6514'50"E ""'¥~ --~---..... ~ --i!P .· -· B"S "'· 2 NO . STA. 15+84.27 tOJ.-'iccNS"'r.""~,.',L-'-2""2c'i.s""· BEi=N---v---- N01'27'50"W CURVE DATA DELTA LfNGlll 1n8'49 195.51 647.00 REVISIONS Wt! 98.51 ------------8"S 'P STREET STA. 16+49.1)1 tJ = ST. STA. 16+74.70 INSTAU. TEE, 6" Rll'GV, ANO BL/NO Fl.ANG£ FOR FUTURE FIRf HYDRANT APPROVED DESIGN: DFA DRAWN: ll----l----'---1-----------------i---------;i BP/RB 11----.1-----1------...,,-------------;-------11 CHECK: RSR 4-1-99 REVISED OW LA IERAL El ALIGNEMNT EUMINA IEO CURVE STA. 1+57.00 -LA J'.fRAL 8 "' 0 INSTAJ..J.. TOIP. NO a LJ LO - ASS£/.IBL Y PER /Rll'IJ SID. DlliG. W-9. THE KEITH COMPANIES • PLANNINC • 'i!llfNEERIMJ , , .. rsa [lESOl//1,:ES • l.ANJl SUIWGY/l{C • com!1'Rl!C7Hllf V,tN)CIJIENr £!M6 &d.Jr.i/.l Ave., C'osfa Jle=a.. CA 92626 ('!NJ 640-()800 "' H 1? s IRVINE RANCH 1'ATER DlSTI/ICT ESSI DAvib F ALLEN .. ... 22+00 23+o0 STA 21+70.10 -"F" STREET OW 10 = STA. 0+00.00 -LA1FRAL C INSTALL 12" X 12• X 8" 1ff (S£E LA 7fRAL PROFILE 1HIS SHEET) ST A. 21+89.22 BC. STA. a+56.40 -LATERAL C INSTALL TE!IP. fND OF LINE BLOW-OFF 15 ASSfAIBL Y P£R IRl'.1) sm. D~t:. W-9. TKC eiwr fNGfNITR R.C.t. TKC PROJECT MANAGER R.C.E. 49624 ENG/NffR /-/ 8 • WATERCO @-CONSTRUCT 12• AWWA C-900 PVC PIPE:, PRfSSURf CL 200, !'#TH DI FITTINGS PER /RM> SID. PLAN W-11. ©---CONSTRUCT 8" All'WA C-900 PVC PIPE:, PRfSSURf CL 200, ~111 DI FITTINGS PER IRl'ID STD. PLAN W-11. ©-INSTALL 12" 8.V. PER IRIID SID. PLANS W-7, ANO CP-11 FOR UETAU.IC PIP£ SEC110NS. ~INSTALL 8" R.W.G.V. PER /1?1\0 sro. PLANS W-7, AND CP-11 FOR U[TALLIC PIP[ SEC110NS. @-INST AU. DI FITTING ANO 1HRUST BLOCK, SIZE ANIJ TYPE AS /NDICA TFD ON PLANS, P£R IRl+v STD. PLAN 111-12. @--i!isrALL 6. Rfl)LJCING TfE, 6" R.W.G.V. (FLG. X FLG.), ANIO BLIND FlANGf PER /Rl'I[) sro. PLAN W-5. (6" LA TfRAL AND HYDRANT INSTALLA 110N PER SEPARA Tr PLANS) @)--tNSTAU. TEMPORARY fND Of' UNF: BLOWOFr ASSF:UBL Y P£R IRW.O sm. PLAN W-9. 1\:01& ALL VAL\£ 80XtS SHAU. BE INSTALLED At A UINIUUII DISTANCE OF 8" FROM ll/E EDGE OF ll/E GUTTER AS IND/CA 1£1) ON DETAIL C, SHEET W;.17. GRAPHIC SCALE IRVINE RANCH WA TER D1S1RICT CRYSTAL COVE -PHASE 1A DOMESTIC WATER TRANSMISSION MAINS -40 0 20 .. ., I I j I j ( IN P'!',!',! 1 in.ah = 40 fL "F" STREIET PLAN Al\lC) PAOFIL,E STA. 15+50.0Q TO ST A. 23+00.00 180 I SHEET W1.'2 OF lr, " ~ -l J> ...,. m ):, > \JI + ~ a ~ + c::, c:, ~ -Cl .,, : D 3: ..,., m -l ~ 70 m ITI f'"\ -1 z:: "'d 4,-l> ..._. ~ 7-1 ) I ~ N 10+00 DELTA (i) 07'52'51" 2 5814 '16" 3 21'48'22" 6 1312'44" NO. DAT£ ···r ~-·:-~. t~. ,.:.,..,,_:l,;;_,.1_,,,. CIJRVEDATA LENGTH RADIUS 206.04 1498.00 373.0J 367.00 109.23 287.00 179.41 778.00 11+00 TANGENT 103.18 204.43 55.28 90.10 REVISIONS ------• -, -. . . .. .. . . 12+00 13+00 r=S=TA~. ~11~+=J4=.8=8~-110 INSTALL 11.25' BEND 13l--'s'-'TA',;,.,;,-'1",2+;,;3,-c1:.:,.0;;,J,=c,;;,---' = ST. STA. 12+44.00 INSTALL TEE:, 6" RWGV. AND BIJND FLANGE FOR FUTURE FIRE: HYDRANT ~-=-ST.=il.~11~+9=0.=8~4...,--c-c:---IIO INSTAl.l 11.25' BEND STA 12+ 18.82 BC. 13 i ' APPROVED DESIGN: DFA ll---+---+-------,;,-----------t---------J1 DRAWN: " BP/RB 11----+-----+------------------t-------;iCHECK: RSR .,·· . "t ~:-. ;..l_::;'·)'·.·· ,.,.,:,: .•• ' ~-~ • 14+00 15+00 ., . .... i . --.,. ' HORIZ. 1" V[RT. 1" = 40' = 8' -· _;--~--r -~-·-r· "t -~ -l. ~--i -.:--V- ·1 -· • t- ·• • j . ·,: . • . . :·t· ,, • ,:· ... ,., '"'!"~:-./ ... -L : 18+o0 19+00 END CONSTRUCllON 15 19 ~ST.,;;A;c-. -,;19""+;-;6f.i7.c-;12;,=~~~------. r:;;;,.. STA. 18+6J.60 -"C" STREf:T DW INSTALL TEMP. END OF LINE BLOW-OFF ASSEMBLY PER IRWD SID. DWG. W-9. INSTALL TfLEMETRY PULL-BOX PE:R DETAIL B SHT. W27. \!.':,I = TA. 26+16.66 EC -CRYSTAL COVE DR. DW INSTALL 12" TIT 10J--::-ST.:;;;A.:::1':':9"c.J:-:-7.0':::2::'f':cC:::-. =, INSTALL 11.25' BEND STA. 18+27.90 BC. 10 .....,1N=s=rA-u~1,-.2=5-· B=rn~v~ STA. 18+27.52 13 /-'=="iiS""T. "'s'°'TA:c'. ~1;;;8+-..5""0.'"0;,0 ---....... -- CONSTRUCT 12" COASTAL ZOftE 2 DC».ESTlC WATER MAN STA. 14+24.86 PRC STA. 15+32.00 :IJ>-~==ST.~. =s~TA=.=,=s+_4_l~.,~o-----J THE INSTALL TIT, 6" RKGV. AND BLIND FLANGE FOR FUTURE FIRE HYDHANT KEITH COMPANIES • PUNHJNC cin t &NrlJN8rRIA'&' • 1f.41'ER RES(JU/lCES • J'.,IHD SllRYEYJ,NC • ('()NSfJltJC"l'l(JN NAN,U;IJl&/i/7' H -as JRYINE RANCH /TATER OJ!i/'Rll"J' ' 1k; INSTALL TIT, 6" RWGV. AND BLIND FLANGE FOR FUTURE FIRE HYDRANT STA. 17+97.90 EC. TKC PfWJE T G/NffR . .E:. 52021 Tl<C P/lo.J T MANAGER R.C.E. 49624 DATE 'l~t, IRWD Pl?/NGIPAL ENGINEER/-18-', R.C.E. J1926 IRVINE RANCH WATER DISTRICT CRYSTAL COVE "'.'. PHASE 1A DOMESTIC WATER TRA NSMISSION MAINS 25+25 26+00 0-cONSTRUCT 12· AWWA C-900 PVC PIPE, PRESSURE CL 200, W/Tf/ DI FlmNGS PER /RI!!) sro. PLAN W-11. ©-INSTALL 12· B.V. PER IRWD sro. PLANS W-7, AND CP-11 FOR METAI.LIC PIPE SE:CTIONS. @)-INSTALL DI FITTING AND THRUST BLOCK, SIZE AND TYPE AS INDICATED ON PLANS, PE:R /RI!!) SID. PLAN W-12. @-tNSTALL 6" RfDUCING TIT, 6' R.W.G.V. (FLG. X FLG.), AND BLIND FLANGE PER IRW/J $7D. PLAN W-5, (6" LATERAL AND HYDRANT INSTALLATION PER SEPARA Tf PLANS) ~INSTALL TEMPORARY END OF UN£ BLOWOFF ASSEMBL Y PER IRWD sro. PLAN W-9. @-INSTALL AWG NO. 19 INSULATED TELEMETRY CABLE IN DOUESTIC WATER PIPE TRENCH AS IND/CA TED OH DETAIL A, SHT. W27. @-tNSTAf.l TELEMETRY CABt.E PULL EiOX AS SHOWN ON DETAIL 8, SHT. W27. HOT£: ALL VALi/i: BOXES SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 8" FROM THE EDGE OF THE GUTTER AS INDICATED ON DETA/l "C", SHEET W27 GRAPHIC SCALE 00 r 20 I ., I ( IN FEET ) 1 Inch = 40 ft. 100 I PLAN AN D PROFILE STA. 10+50.00 TO ST A. 19+64.66 SHEET W13 OF W27 c:::, ... OJ c::, iS ' ' \ ) 2:: I ~ )D -.J \J", -I 7'11 rn q ) I \J'S CJ C) 3; IT! ..,.. 7 -I" vl ., .. •;~:;·:::t~i1:)~~cL :·r ' -· ---,.J, ---~ • .. -_, --.. -,-----· ---'. -....... ' . --~ t. .., ... .-. .,,.--~--·-• .. ---. .. ;:-.~·.,. .. ; _ •. ;"""!< "• _,'.,,,,., ... ;L:.,,":; .[,,.~:::::..::;~l.. ::.: ).;-, ·~.,.~:'.·- CURVE DATA DELTA LENGTH RADIUS 1 05'06'02" 62.05 697.00 2 21'48'22· 17.89 802.00 3 01'16'40" 109.33 287,00 TANGENT Jt.04 8.94 55.28 NO. DATE REVISIONS 10+00 6.o· ,, • \. J• ,~ " :.J .. + h :·-~(> ~-•-·' ' -. C ....... ~ .• __ .,.,. ' • 11+00 12+00 CONSTRUCT 12' COASTAL ZONE 2 DOfiES11C WATER MM! STA 10+00.00 -"B" S1R£ET DW 10 = STA. 2J+8J.24 EC -"F" STREET DW INSTALL 12" X 8" X 12" Tff 1 0 I/ l c---'S':,':.;;,,,.,.;,;,=:,;;....,,,-.,,.--~ 1J = INSTALL Tff. 6' RWGV. AND BLIND FLANGE FOR FUTURE FIRE HYDRANT /f I ✓ 12• DW -~,-Jf-~ss-•="'·~=== \\ -=~~'¥,::--f 18 'B' STREET STA. 10+35.75 EC. STA. 13+26.49 BC. w 10 = STA. 9+8ZOO -"c' STRfET DW INSTALL 12• X B" X 12• IEE STA 12+95.00 11 >-=IN""ST.'"il"LLc-i>I c'-A"'IR"4t:-.-------, VACWM RELEASE VAL \IE N41'55'2J"W MATCH LINE SEE SHEET NO. W12 STA. 23+oO.OO IJ STA. 12+59.46 = ST. STA. 19+00. 00 INSTALL 1EE, 6" RWGV. AND BLIND FLANGE FOR FUTURE FIRE HYDRANT MATCH LINE SEE SHEET NO. W13 STA. 10+50.00 'C'STREET •p 81Ri±i END CONS7RUC710N STA. 13+44.JB EC. INSTALL 1EMP. END OF LINE BLOW-OFF ASSEMBLY PER IR'MJ Sn!. DMI:. W-9. APPROVED DESIGN: 0Jo: ~ DFA THE R ... • Pl.ANNI.NC • CJYJL OA\/1D F. ALLf:N DRAWN: KEITH Jj"M;JNCCRI.NC ~j ~ • 1f'A1'.l'P. RESOURCii'S Gt-~ BP/RB COlvIPANIES • LAND SURY&rJNC • CONSJ".RlJC!'.laN ROBERT 5. REID MA)f.AC£M£m IRVINE RANCH CHECK: Z9S$ R8dMJI Ave., Costa J/qSQ., C,t 92528 {714) 540-0800 WATER PIS'fl/JCT z<M 4~ RSR STcV!N L. MALLOY 15 DATE TKC PRMCT £NG(N£ER R.C.E. 021 •1:.·In TKC PROJECT MANAG!JJ. R.C.'t. 49624 tLs-L~9 ' /RWD P/IINCIPAL ENQ/NITR I -16-?9 R.C.£. 31926 , { :.,_ ,-=--~ -=-:::!:·_::.4-~-~-i .----':: :· .. _ ... t--r : ; .• _.--_:~_-.~:· '.:~----~-1_',_>:-_.~_•-_L--•-~_~;-L _:_.,-_i_·,,· ____ -_-_._· .. :,-.-• ____ ·_,_--_·i,. ,._ •. : 1 I· :· :~·:f:_·1~:-~.:1 .. ~=t·:\r::·_: __ . L: '.L . -; -. . . . _;_ •• I . ' . '~.,.., ~ I., ·• WATBI CQXfflBUCTK».! N01ES ·• '"I '.!.,, ., •• ',"'I'' ., I .. t .• ' ,.,,,, \" - ., :L ·.r:- @---cONS1RUCT 12• AWWA C-90() PVC PIPE, PRESSURE CL 200, 'MTH 01 FITllNGS PEJ/ IR IID sro. PLAN W-11. ©---cONS1RUCT 8" AWWA C-900 PVC PIPE, PRESSURE CL 200, 'MTH DI FlmNGS PER /RIii) sro. PLAN W-11. (J}-tNSTALL 12" B. V. PER IRV,V STD. PLANS W-7, ANO CP-11 FOR METALLIC PIPE SEC110NS. ~INSTALL 8" R.W.G.V. PER /RIii) sro. PLANS W-7, AND CP-11 FOR METALLIC PIPE SEC110NS. & INSTALL DI FlmNG AND THRUST BLOCK, SIZE AND TYPE AS IND/CA 1ED ON PLANS, PER IRll!J STD, PLAN W-12. @--INSTALL 1" AIR RELEASE AND VACUUM RELIEF VAL I'[ ASSEMBL. Y PER /RYIV STD. PLAN W-10. @--INSTALL 6' REDOONG IEE, 6" R. W.G. V. (FLG. X FLG.), AND /JUND FLANGE PER /RYil) STD. PLAN W-5. (6' LA IERAL AND HYDRANT INSTALLA llON PEJ/ SEPARATE PLANS) @--INSTALL TE:MPORARY END OF LINE BLOWGFF ASSEMBLY PER /RYil) STD. PLAN W-9. IRVINE RANCH WATER DISTRl<~T NOT£: ALL VAi.VE' BOXE:S SHALL BE INSTALLED AT A 1,//NIMIJM DISTANCE OF 8" FROM THE EDGE OF THE GUTTER AS INDICATED ON DET,1/L ·c·: SHEET W27 GRAPHIC SCALE -,0 0 20 "' .. I I I I i j ( IN FEET ) 1 inch = 40 ft. 'B1 STRE ET CRYSTAL COVE ..,, PHASE 1A PILAN AND PROFILE DOMESTIC llllA TER ST A. 9+ 71.70 TO ST A. 13+44.38: TRANSMISSION MAINt~ ''° I SHEET W14 OF W2 ~7 \JI E ...... "Tl _g -1-, -1 rj ) ' \ t:! IC -.J I ,S\ ClJ - ) E 4= l NO. _, --~rt C, :!) / I I CURVE DA TA DELTA LENGTH RADIUS 1 1918'J8' 101.11 300,00 2 08'45'05" 153.20 1003,00 . . . . . . 4 02"26'48" 52.44 1228.00 DAT[ RE VISIONS TANGENT 51.04 76.75 ---'- &. . . 26,22 - Ii 45--=BE=G/=N'-CQ~'N~S~1R~U~C11'-Q'-N_ STA 9+75.00 INSTALL PERMANENT END OF LINE BLOWOFF VAL \IE ASSEMBLY q APPROVED 4-6-99 ADDED STEEL CASING PIPE, REVISED HORZ AND \IE'RT. ALIGNMENTS, AND ADDED TEE AND BLIND FLANGE FOR FUTURE CONNECT/ON, CONSTRUCT 6" ZONE C RECI.MED i-VA 7ER MAu\f ___,S,..TA~9,:;+8<1,,,,,,.0,,,0c_ __ -i42 INSTAU. TWO l'IIRE STA. STA 11+ 16.04 EC. STA 1o+14.93 ec. I • • STA 12+60.00 INST ALL 7111') V,IRf TEST STA. ffi REEF POINT DRIVE JB,.__,,SccTA"--'-t4-'-'+c:86.=9~J ____ ~ INSTALJ. 6" x 6" x 4• CROSS DESIGN: DFA THE H • PI.ANN/NC • CJYJL DRAWN: KEITH E.MlfNIIEIUW • F'ATE.R RESOllRC'ES ~-i BP\RB COMPANIES • LANJJ SURYCT/NC • CONS'TRtJChON Jl.uf,fCIJ/.INT IRVINE RANCH CHECK: 295/i IMdhill Aw., GJsfa, J/(lsa, CA 92626 {714) 640-0800 ITA TEN DISJ'JIICT RSR PROFILE 1" = 40' HORIZ. VERT. 1· = a· N27'28'05"E -_:::::---'"'""~ N ffi 0, I ~ DAVID F. ALLEN 7/A/ RO STE.VEN L. MALLOY • ·----- __,S'-'TA."'-'1'-'4_,_+8,cZc.e.52"'-'B"'A"'CK'-'--=_,38 STA. 14+86.9J AHEAD INSTALJ. 11.25• BEND STA 15+34. 79 BC. ,_,.s.,_,TA"-!:t4"'+"""."'48~_...i 38 INSTALJ. 11.25' BEND DAT£ IRVINE RANCH WA TER DISTRICT 'ls/<;"I TKC PR_W,'CT ENGIN££R R.C.E. 2021 CRYSTAL COVE -PHASE 1A 1!..1&/99 lK{; PRQ,!t;.C.T IWIAGfll R.C.E. 49524 r-RECLAIMED WATER IRWD PRINCIPAL ENGINECR I -18 -, 'f TRA NSMISSION MAINS R.C.E. J1926 ., " > . .,., ~- " ,-... -":·r-.. ;j--· .• ' , .. ; ... REClAnra:> \"JAlBI OOi\'.SlliUCYUr.\l 11·01ES @-CONSTRUCT 6" AWWA C-151 DIP AND F/111/IIGS, PRESSURf CL 350, PER IRWD SID. PLANS W-11 AND CP-10. @-INSTALL 01 F/TnNG AND THRUST BLOCK, SIZE AND TYPE AS /NO/CA TED ON PLANS. PER IRWD SID. PLAN W--12. @>-INSTALL 7l\O IIIR£ TEST STA710N AND lEST BOX, PER IRVIJ SID. PLANS CP-1 AND CP-6. 45 INSi ANENT 8LOIWJFF VAL \IE ASSEMBLY PER IRIID SID. PLAN W-3. @)-INSTALL DI BLIND FLANGE FOR FU1URE CONNEC710N. ~INSTALL STE'EL CASING PIPE Pf:R IRI\O sro. PLAN S-12. NOTE= ALL VALVE' BOXES SHAU. BE INSTAU.ED AT A MINJ/JUM DISTANCE OF 8" l'ROM THE EDGE OF THE GUTTER AS IND/CA TED ON DETAIL C, SHEET W27. GRAPHIC SCALE 0 20 40 BO ( IN .FEET } I Inch = 40 fl. REEF POINT DRIVE PLAN AND PROFILE ST A. 9+ 75.00 TO ST A. 15+ 75.00 160 SHEET W15 OF W27 .,SI + ..... l.11 cl I.JI + ...J U1 ) rl m m """I '3 c::, q 'v .,., -< rq " "' " \ I J '-.:Tl w D -J I '-l'> 7'I ~ " r :i, -3 rn 0 E ~ 711 19+00 18+00 17+00 STA. 18+58.34 EC. r• DATA -·---- n,.," 1~•-n• 1 on5'59• 116.04 915.00 58.10 2 37'49'11" 452.15 685.00 234.66 3 41'25'22" 314.49 435.00 164.47 NO. DAT£ R£VIS/ONS APPROVED O£5/GN: DFA l~--1----1------------------+------I DRAWN: BP\RB 4-2-99 FfTllNG ON /i'W LA T£/i'AL A, AND REVISED 'IERT. ALIGNMENT. 16+oo 15+00 15+95.00 /l"'Ns""i::,:ALL=l~Al""R-&~VA~·cu=u~Mc-1 39 RELEASE VAL If" STA. 15+43.85 PRC. JJ STA. 13+71.25 32 II/STALL 6 X 6 X 4 E THE KEITH COMPANIES • PJ.ANNIM: • CIY./L .8.NCINEJi'JU.NC • IT.ATER RESOURCES • LJNJJ SURVrY!NC • C:Nllef:t 2965 Rct:lk'Ul Aw., 0>8la Jft,.sa,. CA 926~6 (7N) 540-0800 COIBTRUCT6"ZONEC RECL.Al)iED WA1ER MAm H -mVINE llANCH IA TEil DISfRit'l' • 13+00 12+00 32 1---"S'-"TA.:e....so+CLL<l7,.,,.0""0..:-~LA""1E.,_R,,,A,._L-"A---e INSTALL ITTIP. END OF P/Pf Bl.OW-OFF PER IRWD SID. DWG. W-9. J8 STA. 4 -"[" STR = S 1.J7 -REF INSTALL a• X 6" X 6" TEE STA. 10+91.70 PRC. ~ -;;;+87.23 EC OELECllOII POINT (SEE SHT. W,5 FOR CURVE DATA) TKC PB_MCT fHGINfFR R.C.E. 2021 TKC PROJECT MANAGER R.C.£. 49624 IRWD PRINCIPAL R.C.£. 31926 ll'ITE 1/s /9=t n+oo 1o+OO BEGIN CONSTRUC110N STA 9+ 75.66 BC. -"[" STREET RW J8 = STA. o+00,0D LAT€RAL A RW INSTALL 8" X 4 • X 8" 11:E (SEE LA 11:RAL PROFILE THIS SHEET) £ ,,.. __ __,, 0 .. I\ -, sEE sHEET NO. W15 /RV/NE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 1A RECLAIMED WATER TRANSMISSION MAINS 42 16+00 16+50 '.ATER ~J t-:OlFB @--COIIS1TIUCT 8" PURPLE AWWA C-900 PVC PIPE, PRfSSURE CL 200, 111TH DI FITTINGS PER IRWD SID. PLAN W-11. @)--CONSTRUCT 6" PURPLE AWl'IA C-900 PVC PIPE, PRfSSURE CL 200, 111TH DI FITnNGS PER IR MJ SID. PLAN W-11. @--CONSTRUCT 6" AWWA C-151 DIP AND FITTINGS, PRESSURE CL 350, . PfR IRW SID. PLANS W-11 AND CP-10. @-INSTALL 8" R. W.G. V. PER IRIIO STD. PLAN 111'-7. ~INSTALL 6" R.W.G.V. PER IRV.V SID. PLANS W-7, ANO CP-11 FOR METAUIC PIPE SECTIONS. ~INSTALL DI FfrnNG ANO THRUST BLOCK, SIZE AND Tl1'E AS IND/CA TED OIi PLANS, PER JR'M) SID. PLAN W-12. @--INSTALL 1• AIR REJ..EASE ANO VACUUM RELIEF VALVE ASSEl./81.Y PfR IRW SID. PLAN W-10. @-INSTALL IDIPORARY ENO Of LINE BLOWOFF ASSfJIBI. Y PER IRIIIJ SID. PLAN W-9. 42 STALL 1WO IIIRE 11:ST STA 1ION AND TEST fR RIil) SID. PLANS CP-1 AND CP-6. ~INSTALL DI BLIND FLANGE FOR FU71JRE CONNECTION. £ NOTE: ALL VAL V£ BOXES SHALL 8£ INSTALLED AT A MINIMUM DISTANCE OF B" FROM THE EDGE OF THE GUTTER AS IMO/CA 11:D ON DETAIL C. SHEET W2Z GRAPHIC SCALE _., l I 20 j .., I .. I ( IN FEET ) I inch = 40 It. ~E' STREET PLAN AND PROFILE ST A. 9+ 75.66 TO ST A. 19+00.00 "' j SHEET W16 OF W27 ,_g ... -I U'1 b -..ll + 0 c:, \ ) \ I . ni ..,, <::I z: ~ ) V, 1.N 0 -.J I ,.[', :• •: ; : ,. :• I• • :·:.r ~~·=:~-_ • • ~----·•-•>••··· : ,;f ,:t<~t~L .. i:,.:: • ·, •• .i. 29+oo 28+oo 27+oo STA. 26+62.2J PRC. ------..::::: ~ CUfM:DATA DELTA LENGTH RADIUS TANGENT 4 20'57'21· 246.88 675.00 124.83 5 1111'24• 247.52 825.00 124.70 6 33'46'27" 303.58 515.00 156.34 NO. DATE REVISIONS APPROVED DESIGN: DFA DRAWN: 11----1-------+---------------------------+-----------I BP\RB 11--,,--+----+--------,,,,.------------+--,s,---,,_---r:r--,-a CHECK: /n 4-2-99 ADDEO TEE AND BLIND FLANGE rOR rUWRE CDNNEcnoN, REvfSEO RSR PIPE CROSSTNGS, RELOCATED VAL Ii[, AND REWSED VERT. ALIGNMENT, 26+00 25+00 COMSTRUCT 6P ZONE C RECLAl¼ID WATER MAIM STA. 24+14.72 BC. 20 _,_ nEn STREET THE KEITH COMPANIES • .PUGJOR& • t;nfJ[, .rNCJNEERIW • l'.ATE.R Rl/SOUH:&S • LAND st/lll'CYINC ~ CONS1'Rt!C'1.ICN J/AN,tc.l'J/IN'/' 3966 Rt;dl,Jt A.w-., Cwta J/4sa, CA 92826 {?I-I) 540-0lJ{J(] H ·-~ IRVINE RANCH lfATKR DlY/'llll'f 1 •. --• -< • -• + ... .... ·-•• ' " • • -.., : "'.'··1::-:--~;:-:.-.:: .. --·:r :-~ 'j" •••. i·:., • -~:;:~~-:~--,, PROFILE 24+00 23+00 Jg STA. 22+51.06 INSTALL t• AIR &- VACUUM RELEASE VALlof N47'52'4J'W L. MALLOY L STA. 21+ 70.89 EC. " -'- ·' ,. ~·-:,. .. _:;_ l • .1.· . ··-····'S·--"O."lJ1:J1 1 • 1 ·w.,~.]·,,_·,-·•··· .--.. r -· ··1· ,.,.,·.--··-1···•.· •.--··· ·--····r··----•:••···1···•·· :_:::~~ :~, -_ j :. .-, 1·. t .:: : ' ·.re· ., . w.r ·::. t:~~tff~; ,· ••i .... /·· .. ,.\-·, ..... ...,, ....... """"'"'".t': ~. ,5S, , , ,, . .,.,-. ,. "'.~"'."' ..,,.... .... ,,..,,~.--, ..,., ,,.__,,, .. ),.,..,.,._..,,.~. ;J~,, "",. , ~'. ..,,_.,..,_f.,,_,,.,_. • .... .... • ·~ • ·~-;;.;, ....... l ""'· ,.r,,.., --~ .• -~,,_: __ ,,.;;,..,'-~,. ... --""·-.,: ...• ·1.. ,---.;...-+--+--' . -.. , .:_:~~xt ::_;+· L' -~ • ,. •• • """'""""" •.~-;.::;:;;;>!' C1,,..;.;,_.,;; ' • , • , :'!;:::-,t•.:·::-'.-,,, .. ;;;;;., .. "7· ;"'•··1.... ?'±".'.'1:''?i:""."°:tf,~,i.:.:;;p?~ •••• , ,. •• ,, " t:: .... : .. i, _ .. j • ·-+.·:"·: :"f,_·-~;_ •. :.·1,.· .. ·~-.. :::.,._·.· .. ·, .. ·.,, ... •:·.. "' :--• -t, ••• t-=-~t.-• ;· ./ . . .. ,. --·;.: .. : .. ~.t:::..._::;_:;·~-~-~~:,;_~ "h.__., .. ·L 1: r:-1·':\'.-::t".·T·:1.i:t:: t.:t: •• • ! ••·.•·•.·. 1_i.;.·.{.;f .. :.·.~.t,·.:.f.r,1_21;:&-:;i : r -::r ': ., . - • _);· • • !-• -:x • ··:_f ;: ... ·:; ·:-:-.~r:.:~-.t/-::: :-: • • , -1=. -·. ~,-·-::t_ --, ?\:11.f :;_J_i:.~:.l.:i~:~.~~.;,:~_-~;i.i_t.~ ·.tt. ;j:: l . ) . ;. .. • _; •••• -/:· -·\ •· . " . • J,:' • ·1. ., ... -·a· __ 1;_____ ,,..,.,..... . .................... ••-~---·i:: ··•· ........... -·-'· -, ...... ,,, .. l--««*-··--·•-· .. ., ..... , . .,, .t,4 t:i· , ..... , -.. •····+'· .. ·-••' ..... , ............ , .......... " .. "•--•-.·~'-=···. ·-· t 1;.:.-~· 1:· ::fle_t , 22+00 FIJ71JRE STREET STA. 21+69.08 INSTAU. 6" X 6" X 4• TEE J8 [KC PROJECT £NGIN££R R.G.£. 5202 f TKC PROJECT MANAGER R.C.E. 49624 ' • ·:·:·} .... ,, . ,. . -; . '"'·'°•"~., .. d:;;:,\,L. 21+001 20+oo 19+001 IJ'JA& ~~ iw1ES1 @--CONSTRUCT 6• PURPLE AMVA C--900 PVC PIPE, PRESSUR£ CL 200, WITH DI FlmNGS PER IRIID SID. PLAN W-1 1. @---1NSTAU. 6• R,W.G.V. PER /RKID SID. PLANS W-7, AND CP-tt FOR METALUC P/Pf SECTIONS. ~INSTALJ. DI FITTING AND THRUST BLOCK, Sil( AND TYPE AS IND/CA TED ON PLANS, PER IRIID SID. PLAN W-12. J9 INSTALJ. 1· AIR ASE ANO VACUUM RELIEF VALi/£ AS5EAIBLY PER IRlll7 sro. PLAN W-10. N68'50'04" ~~ STA 19+24.01 BC. ~ IRVINE RANCH WATER DISTRICT CRYSTAL COVE PHASE 1A RECLAIMED WATER' TRANSMISSION MAIN.S ~INSTALL DI BUND FLANGf FOR AU. VALi-£ BOXES SHAU. BE INSTALJ.ED AT A UINIMUM DISTANCE OF 8• FRO/,/ THE EDGE OF 1HE GUTTER AS INDI/CATED ON DETAIL C, SHEET W27. GRAPHIC SCALE r 20 j ., j 80 j ( IN FEET ) 1 inch = 40 ft. ffEI STREET PLAN ANDi PROFILE ST A; 19+00.00 TO ST A. 28+ 75.00 '60 ~ SHEET W17 OF W27 \ -_g + 0 c:, ~ ... -..J 1.1'1 ) 'u, )w c::::, fTI = .,.., ... c::, z:: m -', -J \ .J'\ ) DELTA 6 33•45'27" 7 22•49•41• 8 08'26'24" 9 06'24'25" 10 19'22'06" NO. DAT£ ., ., • S = -0. 00;51 I 38+o0 ... ,,ill ,c ~' ., "' I ' . T.O.P. IQ" RCP -SD 37+00 c.s• ·OVER PIPE' --. I:-• f ' ,.. . ' ' ,, . ·, •. · CENTE:RLINE · • --~-:~'f' ,',";,::·. ' . " " ' I • ' ' \ ' . I : s i .:.o.ooi:> 36+00 ', "-( STA 34+10.00 INSTALL 1, AIR & • VACUIJM RELEASE: VAl VE -:-:-~.,....,.-:":"":.---:-----------s =.;-0.2136 -~ ' IS6_99 INk • • .~ s = -'0.00fl6 35+00 34+00 STA. JJ+81.41 INSTALL 8 : CRYSTAL COVE' DRIVE ; RECLAIMED: WA 1ER 'MAIN 1 (SE:E. 71illSfROFILEiSl-iE:E:T.) 33+00 F.S. I OVER PIPE.~·-.,____ CENTE:RLINE' ' .• i' -,,_-_ ---r~-, PROFILE HORIZ. 1" = 40' VERT. 1" = 8' 32+00 STA. 16+06.67 38 r-i!N'"S""TA,-;L7L°'4,,e5''"B"£.,.NDa--, CRYST'AL COVE DRIVE ST A. 16+ 75.00 MATCH LINE SEE SHEET NO. W22 CONSTRUCT 6" ZONE C RECI...ABlfED WATER MAN CONSTRUCT 8" ZOIE C RECLAIIED WATER MAlV STA. 34+26.15 38 f--'tciNS;,;T."'A7,LL"'2-.?.2'".5"'•°"B"'EN"'D"" STA. 37+11.36 PCC. 10 STA. 34+ 78.85 38 >--"",N""sr.=-A7LL-22~.5'"·""a=E:N~D~~ u .. ,<=.:::"':°i-. ----. ~ ~ ,, _,,.,,i':::, • J;·=-:=;,~ :~ b ·---·---· cl ,: f ;jl :!; 36 N50'04 '29"W l,,, ...... .,,AIIVRE STREET .l ( <(\ I " ... ( STA. 37+50.99 •\'\ 38 INSTALL 8" X 8" X 4• 1E:£ /" t, t-.1 l. -m , .... , "t.,. ,.,.l\ .J'''-,, ,l ""•~-... ~, ··~~., ... ,.,., ' ,,I'' /'" .,. CURVEDATA , ....... " ... .. LENGTH RADIUS TANGENT 303.58 515.00 156.34 213.16 535.00 108.01 127.42 865.00 63.83 88.67 793.00 44.38 816.03 2414.00 411.94 REVISIONS STA. 36+22.69 BC. 35+05.00 39 INSTALL 1" AIR & VACUUM RELEASE VAL\/£ STA. 33+81.41 -"A" & '[" STREET RW 38 = STA. 15+86.52 -CRYSTAL CO\/£ DR. RW INSTALL 8" X 6" X 8" X 6" CROSS APPROVED DESIGN: I 35. DFA THE 42 STA. 15+40.71 D FECTION POINT .o' W21 • .PUNK.INC I I I STA. 33+58.45 INSTALL 45• BEND 38 1 '----J I '-, I 7,l STA. 33+69.90 ~,N;;;ST."'A""LL'-'4.;;;5;,c:. B,1,£"'ND,_..--{ •38 DAVID F. ALLEN -·----- [KC PROJECT £NGJNEffi R.C.£. 52021 i1----J.----J.------------------+-------1 DRAWN: BP\RB KEITH COMPANIES • CIPIL .ENGIREERIN(; • 1'ATER RESOURCES H ~-::r IRVINE RANCH lfATE/1 PISTIIICT • MHD SURVEFIM; • CONSTRlJCt'ION NANAGENEN1' 2955 Rerthill Af-\e'., Co.tta Alcsa, CA 92826 ('?14) 540-0800 ROBERT S. REID STEVEN L MALLOY TKC PROJECT MANAG£R R.C.E. 49624 IRWD PRINCIPAL £NG/NEER R.C.E. 31926 31+00 30+00 STA. 29+65.81 PRC. 1.- 29+00 ' L IRVINE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 1A RECLAIMED WATER TRANSMISSION MAINS STA 15+00.00 INSTALL 1\IP f!IRE TEST STA. ' 160 150 15+00 16+00 17+00 RECI.A/¥Bl WATel CQNSJBUC'Tlml iwiES @--coNSTRUCT 8" PURPLE AWWA C-900 PVC PIPE, PRESSURE CL 200, WITH 0/ RmNGS PER IRWO STD. PLAN W-11. @-CONSTRUCT 6" PURPLE AWWA C-900 PVC PIP£, PRESSURE CL 200, WITH DI RmNGS PE:R IRWD STD. PLAN W-11. @--coNSTRUCT 5• AWWA C-151 DIP AND RmNGS, PRESSURE CL 350, PER IRWD STD. PLANS W-11 AND CP-10. @-INSTALL 8" R.W.G.V. PER IRWO STD. PLAN W-7. ~INSTALL 6" R.W.G.V. PER IRWO STD. PLANS W-7, AND CP-11 F"OR METALLIC PIPE SECTIONS. 0!,r-lNSTALL DI FlmNG AND THRUST BLOCK, SIZE AND TYPE AS IND/CA TED ON PLANS, PER IRWO STD. PLAN W-12. ~NSTALL 1" AIR RELEASE AND VACUUM REU. EF VAL\/£ AS.SEMBLY PER IRWO STD. PLAN W-10. ~p~tt§."[fll,b.,.,~~f.,J§;~_.EJAJ!,Qll~, .. lf,~,.§e~J!,_F!,}~'MJ SID. PLANS CP-1 AND CP-6. ~INSTALL DI BL/NO FLANGE FOR FUTURE CONNECTION. '•'"\\ Lt .) ' " ) ~ .. _....~-...... -~"""'''"""A ,..~\, ' "'"¾ .A ,f·, .... ) "-.......... ..,..,. .. ......,,, ....... ,_...., ..... , .. ~,·" NOTE: ALL VAL VE BOXES SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 8' FROM TH£ EDGE OF TH£ GUT1E:R AS IND/CA TED ON DE:TAIL C, SHEET W27 . GRAPHIC SCALE r 20 I . .. 1- .. I ( IN FEET ) 1 inch = 40 ft. 180 I "E9 STREET AND g A 9 STREET PLAN AND PROFILE STA. 28+ 75.00 TO STA. 38+25.00 SHEET W18 OF W27 ,-.,i c:P ... ...J u, d ) ) t:)Q N2417'59"W 47 FUTU~ CURVE DATA OELTA LENGTH RADIUS TANGENT 10 19'22'06" 816.03 2414.00 411.94 NO. DATE REVISIONS 11 4-5-99 ADDED Tf:EAND BLIND FLANGE FOR FUTURE CONNECTION AND REVISED FJTnNG ON RW MAIN AT "F" STREET. STA. 45+ 27.39 EC. CONSTRUCT 10• ZotE C RECI..ADED WATER MAIN STA. 43+80.00 39 INSTALL I• AIR t, VACUUAI RELEASE VAL VE 'A' SJHCET STREET STA. 45+88.60 ½iiisr."'A.;,;LL:..:,IF,O;;cX;;.,,10...-.cX.4.,,,1Ei.,,ErlJ8 APPROVED DESIGN: DFA DRAWN: BP\RB THE KEITH COMPANIES • .Pl,d/lNJN(i •Cl rlL ERJINEBRJll(J • FArltR RE$0UJICIS • /,AND Sl/Rl'n'J/IIC • CO.NS1'/ltJC'r/ON JFANAGEMZNI' CHECK: 2955 Redhill Aw., Cbsta: llffrl, CA 93626 (?U) 5-10-0800 RSR MATCH H -IRVINE RANCH rATER DIS'/'RICT 10• RW "F' SIR&:I • STA. 10+ 70.00 NO W23 LINE SEE SHEET . • ' \ COAfSTRUOT 8" ZONE C RECLA/¼ED ~:fA1ERM ~ -- "t~-;;-3.:~ ---t.-.:=1i-=.:-:......---::: an ~Au slRE~ ' ' STA. 41+ 75.J2 -"A• STRfE~ = STA. 9+86.00 "F" STREE~ INSTALL 8" CROSS INSTAil 10• X 8" CONCfNmlC REDUCffi (ON N£ BRANCH) TKC ENGIH ER R.C.£. 52021 IRWD R/NCIPAL R.C.E. 31926 DATE 'IS t, 10 ' I i \ \ I I /RV/NE RANCH WATER DIB/RtCT CRYSTAL COVE PHASE 1A RECLAIMED WATER TRANSMISSl@N MAINS REC!~ ... ---:AlER CONS1RUC1tOAI IX, & @--CONS1RUCT ,o· PURPI£ All'WA C-900 PVC PIPE, PRESSURE CL 200, WITH DI FlmNGS PER 1RWl) SID. PLAN W-11. @-CONSmUCT 8" PURPU"· AWWA1 C-900 PVC PIP£, PRESSURE CL 200, 1'117H 01 FITTINGS PfR IRriD SW. Pl.AH W-11. @-INSTALL 8" R.W.G.V. PfR IRIID SID. PLAN W-7. ~INSTALL DI RmNG AND JflRUST BLOCK, S/Zf AHO TYPE AS INDICAlfO ON PLANS. PfR IRIID SID. PLAH W-12. 39 INSL fF V. V[ ASSOIBL Y PER IRV.O SW. PLAN W-10. ~STALL 0/ BUND FLANGE FOR AJTIJRE CONN€CRON. M01E! ALL VAL VE BOXES SHALL BE INSTALLED AT A MINIMUM DISTANCE OF 8" FROM 11/£ fDG£ OF 7HE GUnrR AS IND/CA TEO ON DETAIL C, SHEET W27. GRAPHIC SCALE _.,. I I ! 20 I "' I eo I ( IN FEET ) 1 inch = 40 ft. PLAN AND PROFILE ST A. 38 +25.00 TO ST A. 47+ 75.00 160 I SHEET W19 OF W27 ) \ VJ .__... I , D -.J I '-" ...,, ..... ..., F.i (' r )> -:3 rq CJ -······~-, -.--r .. ::.t -:::,.:··-1 ; ·• r ·-·-~"· -, ·-··l --1--i -~--:,:·. , • r.· :;: .. : _ ... 1,:_:::~;_0:::·:r:.-.. ·1:·:·_·1·····,~ ·-· ' .-{. t . \ .. !,: .. : .. ,:.::.·.· .. _.~_.t._::.: •• ~ •• .:·:.;: .-.!' ·l---:--f-•:·:t .. -.:·j·· ~-.:;-:_ _;f."., ·. t.:·· "f ... 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' 55+00 54+00 53+00 STA. 53+40.50 INSTALL 45" BENO J8 WISTRUCT Kr ZONE C RECLAIMED WATER STA. 5o+06. 74 PRC .. ,.-;;,ST.;;;A,.,. =.;53+'--'-.'125.;;;;00~=--!42 INSTALL TIIO WIRf TEST STA. DESIGN: DFA DRAWN: j ' ' i , STA. 53+00.00 I JB END 10" /;-900 PVC PIPE, INSTALL 45" BfND, . BEGIN 101 SPfCIAL 11!/CKN$5 CL 50 DIP. THE KEITH B"S 12 50+80.00 INSTALL 4• ASSOIBL Y BLOW OFT 40 TA. 51+84. EC • PUNNI.Nr: • 'iJ1fHEER/NrJ • 1'.lTER RDC</Jte,S BP\RB COMPANIES • UNI> SURflEYfl,if; • ctJNSrlllll"f'Il»I JI.Ui".f&Sl/lN1' CHECK: 2955 bdbill Aur., t:asta. J/risa, C..4 9Z6-26 (7/.I) 5.t/0-080() RSR +- FVTUR S1REfT H .. -IRVINE RANCH IA1'EI/ 015'1'//le!' PROFILE 52+oo HORIZ. VERT. 1" = 40' 111 = 81 J 51+oo RJTURE UTILITY EASft.1£NT "' vi I I I t STA. 50+J4.J7 ~=~~-~~-~---<JB INSTALL IO X 10" X 4• TEE DAV1D F. ALLEN ~lj~ • . ;,: .. ;·}:,:·:, 50+00 49+00 STA. 48+85.BJ BC. LEAD R S FOR TEST STA. fX_ 12" DIP RW \ " ________ \ __ _ L ______________ _ 48+00 47+00 RECUNS> ATSI ~i\l kO,& ®---CONSTRUCT 10• AltWA C-151 DIP AWD FITTINl'JS, SPfCIAL THICKNESS CL 50, VATH PURP!.£ RECLAJM£D WA ID? I.IARKIN1G TAPE, PER /RIM·) STD. Pt.ANS W-11 AWD CP-10. @-CONSTRUCT 10• PURPLE AWWA C-900 PVC PIPE. PRESSURE CL 200, 1111TH DI F/mNGS PER IRIIID STD. Pt.AN W-11: @-INSTALL to• R, W.G. V. PER /RIii) SlD .. PLANS W-7, ANO CP-11 FOR IIETAU.IC PIPE SECTIONS. ~INSTALL 0/ F1111NG AWO THRUST BLOCK, SIZE' ANO Tl1"E AS IND/CA 1ED ON PLANS, PER /RMI) STD. Pt.AN W-12. @-INSTALL 1• AIR RELEASE ANO VACUUII RELIEF VAL i-£ ASsa/81.Y PER /11111) SID. PLAN W-10. ~INSTALL 4• LINE IJRAIN BLOWOFf ASSEMBLY PER /RIii}· SID. PLAN W-22. @--;;s;INSTAU TIii? IIIRE JEST STATTON ANl:1 TEST BOX, PER //1WD SlD. Pt.ANS CP-1 AND CP-6. 4J INSTALL Fi ~~: PER IRIIID SID. PLAHS CP-2, CP-7, ANO CP-8. ~INSTALL 0/ BLIND RANGE FOR FV7!JRE CONNECTION.. I 1. PRIOR TO CONSTRUCTTOO, THE CONTRACTOR SHAU EXPOSE THE PROPOSED TIE-IN AREA TO 1£R/FY THE 1-/0RZ. AND VERT. LOCATION, 11!E T'rPE OF I.IA TERtAL, ANO THE JOINT CONNECTIONS OF TliE EXISTING PIP£. 11!E COHJRACTOR SHALL REPORT ALL 0/SCREPENCl!:S 1V IRVrfJ TWO WORKING DAYS PRIOR TO C0/,/1./fNCING IIURK. 2 EXISTING 12" RECLAII.IED l~AJER TRAJ/SMl'SS//Jf,J MAIN PER /Rllf) COASTAL AREA WISHBONE: ESTA JES GOIF COURSE SEGMENT PLAWS, PROJfCT NO. 31286, MAY 1990 (PREPAREO BY DAN/1:1. BOYLE ENGINEERING, /WC.) J, ALL VAL\£ BOXES SHALJ. BE INSTALLED AT A 1,//N/l,/l/M DISTAWCE OF a· mOM TH[ £OGE OF THE GUTTER AS /NO/CA TED ON DETAIi. C. SHET lv.?7. PROP. 10• DIP RW PROP. 10" TR-fl.EX TELESCOPING SLEnE' (FOR CI.OSJJRE) PROP. 10" DIP RW REMOVE EX. 12" RESTRAINED JOINT CAP PROP. 10• 0/ 45" TR-FLEX BEND DATE 'Is 1,, ""'ftf!/5i' ffiGINITR R.C.£. 1 1/rhP TT<C PBQ,IJJ;I MANA!,_ER • ' R .. C.E, 49624 IRWD PRINCJPAL ENGINE RI -ID· f 't R.C.E, 31925 PROP. 10• DIP RW PROP. 12" X to• DI TR-Fl£X CONCEN1RIC REDUCER to• RECLAJAAED WA TER 11E--IN PLAN N. T.S. fRVINE RANCH WATER DISTRfC:T @ CR'YSTAL COVE -PHASE 1A1 RECLAIMED WATER TRANSMISSION fVIAINS I GRAPHIC SCALE ... " 0 .. .. 160 I :I l I t I j I ( IN FEE'r) 1 inch = 40 !L SHEET "A" STREIET W20 PLAN AND PRORLE OF STA. 47+75.00 TO STA. 56+39.74-Vl/27 .j:> -.I +--.I IJ1 ci U1 °' + ~ ..J ~ ) E )~ c:::, -.J -~ 7ll rr1 . I" ~ r )::,, ::3 "' IT] 0 <:::J z:: (Tl ~ -< > tp -l ~ ~ -.;J -\- "'13 \ } E: ' ,_, D ····1·-: •. I . ·-·· . ... . 10+00 BEGIN CONSTRUC110N ~=-'--'=-=-::c:-::-~--~45 STA. 9+50.00 BC. INSTALL E/VD OF LINE BLOWOFF ASSEMBLY . . '. . ' • 13+00 STA. 13+48.17 BEGIN STEEL CASING STA. 11+01.05 PCC. .::.'i:-~ J _-,-_;:. ~ ••• •• • E -·}:.-r: ~~r/·1 .... ;~ ....... ..• ·:·-· ·1 • :_1 _____ :_I::~.1....-.-. ~-• '····· 1. ' . '· - -------~--.1., ••••••• ·•;~ .I . (, ·,.:r ,., ·: . .!... -~--:.i/..· ·t-- { . . ... ... ( " ... !... ,. r ·:: f.:. ·:.:·-r :.s.! o1wk·:: "ti¥~[, • '. ,~, •~ ........ , .... . ': • I i • -'-;: .. .".~:----~" .. - 14+oo STA 13+98.17 mo STEEL CASING STA. 14+05.17 -INS~TA~llc,._1""1.'c'25cc•=Bfj=N=o-38 STA. lo+ 70.03 3Bll-"INe,S.:,_TA-'ll=6c;,"::.,x"'6~.~X~4.~1EE~ STA. 11+87.83 EC. CURVE DATA DELTA 1£1/GTH RADIUS 11'59'1 3" 151.05 722.00 2 15"26'28" 86.78 322.00 43.25 296.00 15V6'52 " 53.81 204.00 NO. DATE REVISIONS 11 '-"'s""TA.-1,,_o+,.,,05?.,_,,,,,,o"'o=---1,42 INSTAil TIIO l+IRf TA. TANGENT 75.80 43.65 21.66 27.06 11 2 APPROVED DESIGN: DFA DRAWN: ll---+---1-----------------t------1 BP\RB 11-,--1----4-~----.,,,,.------------t--A -:::.,_--.-,--a CHECK: ADDED STffL CASING. REIASEO HORZ. AND 111:RT. ALIGNMENTS, RSR AND ADDED TEE AND BLIND FLANGE FOR FUTURE CONNECTION. 1 4-6-99 5_ N25"25'4J"E ~ --- COMSTRUCT 6° ZOfE C 381--'Sc!cTAc,;,_,1"'4+.,_,64~. 6c-,-4..,,AH"""'"'D-'~~ STA. 14+64.96 BACK INSTALL 11.25" /JfNO lB)WA7ERMMJ STA. 1J+44.17 ~NS;.;;r."'~LcfL".1'.'1.2"'5"'' "'8E"'N"D 7 38 ~se-cr.caA.e-"1""'2+'""5iio.~oot::-:;4~2~'--......,____,, INSTALL 1WO l+1RE TEST STA. CRYSTAL CO VE DRIVE THE KEITH COMPANIES • PI..fNHI.Nt; • t:/Yll, EMJ.INBERINC IY,ffE.R RESOll.RCES MN1J Si/RJl'EY/NC • CQNSTRr/C'l'.EON NANAt;EIIBl'l'l' 2955 .RBdhill ,Aw, .• CMta. Kn a., CA 92626 (?f.l) 540-08(10 H .. -, mVINE RANCH /YATER O!STJl!eT ROBERT S. REID 15+oo 16+oo DATf: TKC P!fflCT ENG/NEER R.C.E. 5 I/s/<;, TKC PROJECT MANAGER R.C.£. 49624 1/s},, IRWD PRINC;PAL. ENGINEER I -B .. ' •,. -+ .,,_J.,•,':._•,i.l·-/. c • i --' -s:--: -f --T :f," ~-.i:_-·".} ::.:· +=~~-~---... :: .. -·t-. ·i·.-. -. 5/::; j :•·~-:-~~:r_ :J ·• .,. ,. ... :. . ···-·;.. . t\;f>f .. , . ___ , ·•·· . ·:. ··\ l ·"' •• i" ;· .. _ -=r.-.... ;. • l ·.-1. .• T. : ). ' : .l-'" ._ J~·- .:.:F •• \· . }: :··i .. -\ - IRVINE RANCH WA TER DISTRICT CRYSTAL COVE -PHASE 1A RECLA IMED WA TER TRANSMISSION MAINS ., .. '""\" -~-. . :··.·.·.-i:7.·.-i.· REa WR) WATBI a»SnlJC1lOi\! ret>IES @--CONSTRUCT 6" AWWA C-151 DIP ANO AT11NGS, PRESSURE CL J50, PER /RM! SW. PLANS W-11 AND CP-10. @--INSTALL DI ATTING AND 1HRUST BLOCK, SIZE ANO TYPE AS INDICATED ON PLANS. PER /RM! SW. PLAN W-12. ~INSTALL TWO r.lRE TEST STATION AND TEST BOX, PER IRVH> sro. PLANS CP-1 ANO CP-6. 45 INSTALL PERMANENT END OF LJNE ~8L..,O;;;WOFF-"',..A"-SSE-r'M,_BL::.;Y,_:PER..;;:...::./R'l,V sro. PLAN W-3. .,,,,-....v~--v- ~/NSTALL DI Bl.IND FLANGE FOR FUTURf CONNECTION. @-INSTALL STEEL CASING PIPE PER IRDW sm. PLAN S-12. N01E: ALL VAL\£ BOXES SHAU. 8E INSTAllED AT A MINIMUM DISTANCE OF 8" FRO/./ 711£ EDGE OF THE GUT1ER AS INDICATED ON DETAIL C, SHEET w.:17. GRAPHIC SCALE -40 I I • j 0 I b l 20 I .. I 80 I ( IN FEE'l' ) 1 inch 40 ft_ z T CRYSTAL COVE DRIVE SHEET PLAN AND PROFILE ST A. 9+50.00 TO STA. 15+00.00 W21 OF 1.11 "'" Q 0 \ ) z:: 0 7-1 -< ("Tl 16+00 17+oo ----- 18+00 . 19+oo CCMTRUCT 8° ZOIE C RECL.AIED WATER AIJAliV " fi' ,. -~ I~; ,<C"-,:e;,,,c-J~ ,-.,,-~~~,,..,------=~:s.E-'C·''""'~--~ ---=: S .. 8 19 " NT 1B • STA. 16+90.94 BC. CURVE DATA DELTA LENGIH RADIUS TANGENT 1 15"55'23" 237.89 856.00 119.72 2 06 "21'11" 91.36 824.0D 45.73 NO. DATE REVISIONS APPROVED DESIGN: DFA 11--1----+-------------------'---+-----i) DRAWN: BP\RB ll-----1----1------------------t-------tl CHECK: RSR 4-2-99 ADDED D W PIP£ CROSSING. STA. 19+28.83 EC. THE KE'ITH COMPANIES 2955 .Reahll! Aw., C'«:ta, Jf'1SQ,, 20+00 21+00 CRYSTAL CO VE DRIVE i---·: . -;-• ••• ••••• ··1~-.:·.E:<i:-~-T -•. ,.. ... ,~·t··~--· ..... ·-· _._. {. :.:.-:t7 ~:.t ~-·:j_---·:.:t· . , ., ,•w•; •-•••'"• .. L -J. .. "'· STA. 22+47.86 BC. 22+oo STA. 23+J9.23 £C. • PL.ANNI~ H o .. 6~ TKC PROJECT ENGINEER R.C.E. 52021 • 'ffltfxEA'.R.INC • ~.i:IJ~ES .uNP SURrETll.t: • CON8TIIEKJrFOH X,U/AOENEHT" ,.._~ IRVINE 1/ANCH IATER DfS/'fll/J OAWD F. ALLEN 1KC PROJECT MANAGER R.C.E. 49624 ' IRWD PRINCIPAL riNGINEER R.C.£. 31926 23+00 23 N4i02'08"E DATE 'ls-t,, /-/8-9 24+00 IRVINE RANCH WATER DISTRICT CRYSTAL COVE PHASE 1A RECLAIMED WATER TRANBMIBBION MA/NB WATER~ IWit:S @-CONSTRUCT a· PURPLE AWWA C-900 PVC PIPE, PRESSURE CL 200, WIIH DI AmNGS N01B ALL VAL If: BOXES SHALL BE INSTALLED AT A MINIMUM OISTANCf OF 8" FRO/./ IHE EDGE OF IHE GUT1ER AS tNOtCA 7FJJ ON DETAIL C, SHU:T W27 . GRAPHIC SCALE -<O 0 20 •• 80 I r 1 j = (IN FEET) 1 Inch = 40 ft. CRYSTAL COVE DRIVE PLAN AND PROFILE ST A. 16+ 75.00 TO ST A. 23+50.00 D 160 j SHEET W22 OF W27 c:: +- U1 D ) ,::;J 711 < f1I i"1 IT1 I"'\ r ):> 3 "1 Cl -;1~:t~d:-c ; ·• ; --i°":t::~f--+~;}{{)t}i:ij/l}',~J:?':·,: __ . i ".., \ . .. ' . •" • • .. : . ; ·"·••' ' .. ( . ' -·1· .,. -~-) • --• -~ -l_. •• [7::.., •• '.--... --.-,, ~'-· .,..,, .. " -'J -":~-i :-~"l :0 ~r.-~ f'"~_{·~:L:~ .. _. ~ Ee:.-L-~ * :-Ji~{-~: .: ":j]:;~r:;;i_:{rJ':)\!-:~>-+ t~): ~: _-,~·. I : !_ ·-.: f: ~,_._. -~-• > -·•·Ce • "'-f"-;·· •• :4 :•.:J~~JiJ~-11-\):;'.;;i~i. '.O : ; • T • •.· ,r • i'. . , .. ••( ,. -. ;c·; t;.c1.j=.:, f-:: i :r:·r, ... ···,·. . -.,:··:t .. , ' . ; •( .. -. :~ ' . . ' • , .. '~ i -.. , f. I 1-- J;::·t::.. --,:"•":···.<""-,-·-, . 1 .. ;',.,CQ ; :G ,.i ~~;I' !' • ,. ·f .' t!!a ·,· .' .. \ ·r .• • : ; • ••... f:F'..: j ' • • r • • • • '<" ' ,· . ' . ,, '.,., ., -~~,,, .. ; l . , . .. :c·- T- ., -: ;_ i:~ f "t;:faE~iil:f .-Mt --t ;::.1 1 t • • • .. . < t1 l • ' •• j " ; J~ '. 16+00 15+00 14+00 13+00 NO. DATE REVISIONS \ CONSTRUCT 8' ZOIE C RECLAIED IIIIA TER MAl'1 . ' ' \ SCALE: \ \ APPROVED DESIGN: DFA THE DRAWN: KEITH NO ll- BP\RB COMPANIES PLAJIR/NC CIYIL CMJJNEERIN& 1f.41'ER .R£S{JlJRCES LAND SllRVEYJM, C(JJVS1'.RVC1'10./'I NAN.A&EJI.ENJ' CHECK: ~50 Rl-dhUI. A1,1e., costo Jhm. CA $2626 (714) 640-0800 RSR JB H -IRVINE RANCH WATER DJSTJ/JCT J8 PROFILE 12+00 HORIZ. VERT. J8 STA 11+07.74 FE 4, !h90- C1\IH CAU 0. ,( DAVID F. ALLEN 1" = 40' = 8' , .. J8 w /lW ROSERT S. REID ~ _. •• ";".~;.-···c: ' •. -- 1-- :. ir •• • 1· -:01,{' • : i . .' •. •• ·-(:_~:".' ..... J: -· ,. -- n+oo 10+00 DATE TKC psw,cr ENGINEER R.C.E. 2021 '/S-/9 "'1 1Ltj_9t TKC PROJECT MANAGER R.C.E. 49624 IRWD PRINCIPAL ENGINEER/ •/8•9 't R.C.E . .31926 ·•-.,:--, L ...... ···..;.:~·-:·:t.::- ·.1,-~J-~::f .. :-· :~--f. :::··r: ::+· ,··•·· "' . ( .• •• , ·-v.:.: i-~_..•j ... >· ., ... t ,'" •. i,.,;,.:.,--___ .: .. \ , . \,0 •. (:" l • · r: Jir'.. L ••• ·-r:"·-:_ r--~. . '.: --~-··:} · • ·l, ·, -· . t . ' i" • . ' • + .. J ·: ..,.. j ... !-_j ·~-. ·:: i: -f ' • 1, ..... -t '· ..... " ---~ • -r-"": ; . - ... ·1 ",•S o;.-.'!s>'S ~ .. ~,,.....,,..,.,, ....... t -~ .... ....,,.,,,,_.,._;S,,.,,..,_,._,;;J-r<',..,,.,,>_,,,.,~.,......,.z::. ,.,,....,,.,,_,,.~,,-,_~.-,,s-,--»r.~ • '""" C "~M'<"• •• 0,_ ~,'>', >• } ""''''"'"'' RECLAO£ED WATBI ~ m>IES1 @---coNS7RUCT s· PLJRPLE AWll'A C-900 PVC PIPE, PRESSURE CL 200, VrlTH DI F/mNGS PER /RIil) STD. PLAN W-11. @-tNSTALL DI FIT11NG AND THRUST BLOCK, SIZf AND TYPE AS IND/CA TED ON PLANS. Pf:R IRll!J SID. PLAN W-12. NOTE: ALL VALVE" BOXES SHALL BE INSTALLED AT A MJN/1,flJf,f DISTANCE OF 8" FRO/A THF: fD6E OF TH£ GUTTER AS INO/CATFO ON DETAIL •c•: SHEET W27 GRAPHIC SCALE -«> 0 :zo •o .. I I j ~ 1 ( IN FEET ) 1 inch = 40 ft. IRVINE RANCH WATER DISTRICT "F" STREET CRYSTAL COVE PHASE1A PLAN AND PROFIILE RECLAIMED WATER ST'A. 10+ 70.00 TO ST A. 15+50.00 TRANSMISSION MAIN:S ,· \ ---l::. ,.: •• ::·: .. , ••. ·t··· --····r' ~ • -•. ;.'. ·f:-_.: ):',_:_-_,: ... ,.~ "' l SHEET i'11~3 OF W27 ) ) c::, 71 -1- -.I , t::> ~ a ii'- I.Tl ~ + ~ -:,;, ~ -.::, 4- "'I;] ) U7 V-' D -.J I IJ'\ 7" ..,, (""\ r )::> --:s m t::J z... ~ [Tl 7iJ a: I ,.._. ~ . \ , . ,, ,_,_ J, _,, 15+oo CURVE DATA OfLTA LENG1H RADIUS TANGENT 1 13"24'07" 157.89 675.00 79.31 NO. DATE REVISIONS 16+oo 17+oo STA 17+17.61 INSTAU. 22.5' BEIID STA 16+62.59 "1N"'s""rAL,,.,_,,.L ~2~2.""'s•"'BfND-~ 38 STA. 1 +07. 6 ~,"'Ns"'r.°'A.;;LL~2-c<2~.5=c>,":B"'EWD~--1JB ~_,ST.,.,.~,:,,-.,!1,,5+,.,5,.2,..5,._J_---IJB INSTALL 22.5" BENO APPROVED DESIGN: DFA DRAWN: BP\RB CHECK: & 4-5-99 ADOfD TEE, CROSS, AND BLIND FLANGES FOR FUTURE CONNECllONS RSR AND Rf VISED GA Tf VAL Vf LOCA noN. 18+oo FIJTUR[ S7r, ,,,,a, I :---,,· .. -~· ., ·:·,· .•• ,. \ .<L :~1,,~iJ:,,,.:-Y-- 19+00 ._,,_S,,_TA::.. • ..:.,18"-'+_,,52;,.,-.,.,78'-,,---~----;JB INSTALL 8" X 8" X 4• X 4• CROSS THE H PLANN.fJK) C./YfL KEITH ENlHN.EGJUNll ~"' lHH,CIS .. -, LAND SURVEYIJ'lr; •. ,----------~-----...... : ... , 20+00 CONSTIIJCT If ZONE C RECLAIMED WAJERl!.A. STA 21+52.78 J8 /I/STAil a• X 8' X 4 • TEE 0 ~ lM.Vl'D F. AU.EH ~J J;/ COMPANIES • COJISt'IWCTIOP V.JK,l,&ElllfNT mYTNE RANCH ROBERT 5. REID 2956 RIHihtU Aw., Costa .lh.sa, CA 9282G (7N) 5.#0-0900 /fA1'Et/ D/Sl'l/ll'l' 21+00 22+00 ~\? +--~,,..--..,_~"---~ - 8"S '" STA. 21+89.79 BC. DATE TKC Pl!jj;'fT ENGINITR R.C.E. _.20_ 1 1/s I,;-, L/¢,'I> TKC PROJECT IM!>MGER R.C.E. 49624 IRWO PRJNCIP/41. (NGINEER 1-1a. r R.C.£, 31926 .. , , 23+oo 24+oo /RV/NE RANCH WATER DISTRICT CRYSTAL COVE PHASE1A RECLAIMED WA I ER TRANSMISSION MAINS .-,;: _ _,_i, •. 4,i"'"' _i,:-.,,,_,. • REC! MlffiP , .. , .. ~-, ••• I • •'•· ·•I ,l' .•• ···-· ,. •• l- ,\JEB ~~ NOTES r· ·1 ~: , .. . .. T J "' ., .,, "" ... @---ccwsmucT a· PURPLE AMVA C-900 PVC PIPE, PRESSURE CL 200, W/1H DI FlmNGS PfR /RY,l) sro. PLAN W-11. @--tNSTALL DI FlmNG AND 1HRUST BLOCK, SIZE AIID TYP£ AS INDICATED ON PLANS, • PtR IRWD sro. PLAN W-12. @--INSTALL DI BUND FUNG£ FOR FU11JRf CQNMECllON. In. NOTE: All VALVf BOXfS SHALL Bf INSTAJJ.El) AT A l,IIN//rl/J/,/ DISTAi/Cf OF 8" FROM 1HE fDGf: OF 1Hf GUTlER AS /NO/CA 1[0 ON DETAIL C. SHfET W27. GRAPHIC SCALE _., 0 20 ..., 80 I z I q 1 ! j j I ( IN FEET ) 1 Inch = 40 ft. '60 ( 'F' STREET SHEET W24 PLAN AND PROFILE OF STA. 15+50.00 TO STA. 23+00.0lD W27 ' ! \ ) ..,, ,, + a V1 ..,.. 0 " C) cl -I ;;:,, c:: V'I -I + C I:::. -.;J + ~ i I ) E I ~ 0 -..J I i..f'\ 7'11 R ~ 3 IT1 CJ L ~ l"ii 1Q ~ ' ,..... ~ : ·.7 • ' ··-· ........ L .. -:.::: : .• :i." -· .. ::. : :i ~--··· --' . / -.,. "l .--..-- . ,., __ __ __ , .. _.. ..·._--.. :,: . ' ·:.: ; .. .:::::.: '""(" - "'" l • !' .-;,•~' - " .. -" NO. ·' ' ·_l_ 1::.::~ . .!; ... ,,;.; DELTA 1 07°52'51" 2 5814'16" DAT[ ' .j .. . " . k--;~~~ ---_,, _ u ~- . : .. L·:. ;.I· • . •. _j'::.::· ~-~•: •. ·=·\, .. ,.. } '.:~----.:·:_f·' _ ::.:.t:ft·? r +~.:t~:~~ 1 ·,;· L-.. ::J. 11+00 CURl'EDATA U:NG111 RADIUS TANGENT 202.19 14 70.00 101.26 401.49 395.00 220.02 R[VISIONS 12+00 ·; . t :,:: f :·-- _;y ... :~_::::"f: _, ___ ., .. -, , .. : .::.;.::..· 13+00 STA. 11+09.13 _,---);IN:ii<S;;,.TAO-,LL_e,;2:;;;2.75~' 8;;;£N;;;;DrlJB STA. 11+7J.OJ ,-'t"'Ns~r."'AL~L,.;2~2.'='5·;:..,e=rN=oc--i J8 STA. 12+33. 73 BC. ~1N=S~TA~LL~11.""25""'•-"e£~N=o-<3B APPROVED DESIGN: 1 13 -: ,. ? ., L ... ., a ·I• 1 • .'/ 1:: . -': ::·: .:·1-.-; • .---..-•.· .:. ·., .: • -:,;..r .... ~ ;s_,. -.... , . .. --, . ·r:· :-:, ' , ...... , ... ; ·:.:= t' ) . ,_') :·=.· 14+00 -S,.9 "~'.t·· ---:_ .... 14 DFA THE ll--+--+-------,------~---+--~----n DRAWN: BP\RB KEITH COMPANIES ,-~--~b:j~-_:"-:. r: ~ l . • :. ; :·: ·~(-·"·; ; . • ( .... , .... -.. , .. . ' .:.:. --;' ::).: ,,_...,_ ___ _ . ' ( ~":.::)..; ··-;-; ~ .... : ..... .._ i . ·, }__ • . •. ~s..;_-·J- 15+00 ·-··· ·-~' '""", . ·t" • .. ' -'. :..-:T_ •. £ .. . :.:: .. _.. . .... ; . ..; .... 0;~-:/: 16+00 CONSTRUCT 8' Zc»E C RECLAIED WATER MA"1 STA. 14+35.92 PRC. /'l,dNN/NC irJfNEERJNC 1f-'47FR BESIJlJRC£S UNO SllRl'Er/Nfl • C'ONSJ'RVCFJON ..VAN.ICE'N£m 32 H DAv10 F. NI.EN R08F:RT S. REID ll---l------l------------------t-------1 CHECK: 2856 P.ruJM!I .4w, Costa J/(JSI],, CA 9/IS26 (?U) 510-0800 ~-i IRVINE RANCH WATER DISTRICT RSR 11+00 STA. 18+56.10 JB l-i1Nii.S.':T.c.Au=2"'2"°'.2<i'5~-B~£=N=v~ • ' STA. 18+J7.42 EC. T!<C PRPi-iECT eJGINEER R.c.E. 5 TKC PROJECT MANAGER R.C.E. 49524 18+00 IRWD PRINCIPAL R.C.£. 31926 £NGINtrn/~/8 ·9 19+00 + .9 INSTAU Tfl.lPORARY END OF UN£ BLOW OFF ASSEMBLY PER IRltD SID. DWG. W-9. STA. 19+67.27 J8l-llHNS""T."ALri-L'-i2°"2.;;;5,/-,BEN=o_........_ - /RV/NE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 1A RECLA IMED WATER TRANSMISSION MAINS 23+00 24+00 RECUJMB> WA~CQNS1RUCTION trojES @--CONSTRUCT .B" PURPLE AWWA C-900 PVC PIPE, PR£SSURf CL 200, 1'11111 DI FITTINGS PER IRWD SID. PLAN W-11. @-INSTALL B" R.W.G.V. PER IRWD sro. PLAN W-7. ~INSTALL DI RTTING AND 11/RUST BLOCK, SIZE AND TYPE AS IND/CA TfD ON PLANS, PER IRWD sro. PLAN W-12. NOTE: ALL ~LVE' B())(ES SHALL BE INSTALLED AT A MINIMUM DISTAi/CE OF 8" F1i<lM THE EDGE OF THE GIJmR AS INOICATED ON DETAIL •c~ SHEcT W27 ·1 2D I GRAPHIC SCALE " I I ( IN FEET ) .. I 1 Inch = 40 ft. 160 I "C" STREET SHEET PLAN AND PROFILE ST A. 10t50.00 TO ST A. 19t 80.95 W25 OF W27 1 ) )~ r, : C) 71! .....J I I.J", ··-· ·-L_--., ::;:-_0,f ·'. .. --. L--:-· J· ~ ·-····;-····-·-·· --'. --~ ..... .. -~ .. -. ..i ' ,_ -•-i:j~J: •"':"--·-.--. • r··· . ·.••:.L ·. ·c ... • .. :· .. , • • • • ."f .-·-:.i:.-.J • BEGIN CONSTRUC170N J8 STA. 10+00.00 -ii" STFIEET RW = STA. 23+64.87 EC -"F" STREET RW INSTALL B" X 4• X 8" l[E r 10+00 • 11+00 cavsmucTB"ZONEC RECL.ADf.ED WATER MAIN ,"-f) 12+oD "' :t· ,_ -... ,. . ?--• --· . ··•-· ...... . . ,_. ' ,_ ~,:: -~.::';.::· .. 13+00 12+26.55 INSTAU t• AIR & 39 VACUUM RELEASE VAL\,[ :t: r ··-r: :· ·r -. ..... ,. . '".: ·~:~ ... • ,!. '"""~\-·• .. , "" . ~ - --···-.. , . '·-... , .. . , -' • f ••• -;-----t---;, . . -·-~;:.~ -. '"·-~-·-.. ·-·-·~--,-; -· ,- .: .. -_ ... ' ::-,.---::, -_, 1.f .. • .. ••• ···--'·· .. -... -, ··.;:.:::s·: •• ...... :r-:. -' ....... . ·: --•-( ~ -~·· . . ... . ;.· .3 __ ./.· .. ) • ".;':: ... ·:}: ' • -,.. . . i: •. J ..... ,._. .. ,. .. ' . ... -~-.. ; -' ... •• 0.->,<•\<M=••,=••>'•,·••s' END CONSTRUC170N ------=s:'.'-TA~ . ...,,2="+""'=5=9_"':55-:-'-"'_-";t.Bc;;.-'-:s=m=Ei=E=-T-=R=w----iJB = STA. 10+00.ao -·c· STREET RW INSTALL B" X 4" X B" 1[£ ~ -: ... .-:-. ~--::c._C::..~C:-+c:'..:o':!. ... --'-':cc-~w ~ -·"::~:-::~ -~=--· 2{ --+ 18 11 N41 '55'23"W a• RW CURVE DATA DELTA RADIUS LENGTH 1 13°24'07" 157.89 675.00 NO. DATE REVISIONS ' ••• I 1 4.o· MATCH LINE SEE SHEET NO. W24 STA. 23+00.00 'P SIHJ::E:7 TANGENT n.J1 APPROVED DESIGN: DFA DRAWN: ll--+----+-------------------,----------v BP\RB 11----+----+-----------------t-------U CHECK: RSR 4-5-99 REWSEO FlmNGS AND ADDED BLIND FLANGES FOR FUnJRE CONNECTIONS. 12 MA TCH LINE SEE SHEET NO. W25 STA. 10+50.00 THE KEITH COMPANIES ·c· srREEr • PLANNINC • CIYTL ENCINFEJU.N(; • JfAf'ER RESOURCES • .u.N/J SUHV'EYfM: • C0NS1'Rrlf;'T/0N Jl.fHA.C:SNINT 29S6 R«dhill A-ve., Gbsla Jlasu.. C'.A 92626 ('?'f,f) 54()-QOOG H -~ II/VINE RANCH WATEK D/5'/'Kll'I' DAVID F. ALLEN . -.. -' • +·--•<''"· • :-.-:-.t~·--,·-- ::/f_~:J\~-1.~ ' ••I •••• -~-.. . ... -.... _ 7)(C PROJ£CT ENGINEER R.C.f. 52021 TKC PROJ£CT MANAGER R.C.E. 49624 IRWD P C/PAL R.C.E. 31926 23+oo DAT£ t/ r 1,,,, 1/rl'l 'i 24+oo 10+00 IRVINE RANCH WATER DISTRICT CRYSTAL COVE -PHASE 1A RECLAIMED WATER TRA NSMISSION MAINS n+oo t':1ATBI CO.'\'BT'R1lCTtml IWiE/S @--CONSTFIUCT B" PURPLE A WWA C-900 PVC PIPE, PRESSURE CL 200, 'ltf TI-/ DI f/TTINGS PER IRl',O SID. PLAN W-11. @)-INSTALL 8" R.W.G.V. PER IR'ltfJ SW. PIAN W-7. ~NSTAJ.l DI f/TTING ANO Tl/RUST BLOCK, SIZE ANO TYPE AS INDICATED ON Pl.ANS. PER 1/?IIIJ SID. PLAN W-12 ;. :..:,,-~,;\:.; .. ,,:~.,,,. ; ... \ .. _. INST AU 1 • AIR RELEASE AND VACUUM REUfF VAL VE ASSEMBLY PER IRMJ SID. PLAN W-10. ~INSTALL DI BL/MJ FLANGE FOR FUTURE CONNECTION. Pl01B ALL VALVE BOXES SHALL BE INSTAUED AT A MINIMUM OISTANCf OF B" FROM 1HE EDGE OF 1HE GUTTER AS IND/CA 1[D OH DETAIL C, SHEET W27. GRAPHIC SCALE r 20 I "' t ,. I ( IN FEET ) I inch = 40 ft. 'B1 STREET PLAN AND PAOALE ST A. 10+00.00 TO ST A. 12+59.55 100 I SHEET W26 W27 \ \ Ul i 1..JJ I C:, -J I IJ' GI r e: .,, "Tl ~ C, ~ §E ff - X X )IX X X X X X Xx x x X X NOTES: I I I I I I f I I ~-FINISHED GRADE -+-PIPE TRENCH. SEE IRWO STD. DWG. W-11 --+-EDGE OF PIPE X WHENEVER TELEMETRY CABLES ARE NOT IN THIS LOCATION, (UNDER THE EDGE X XX X OF PIPE) THEY SHALL BE INSTALLED WITHIN PVC COATED RIGID STEEL CONDUITS OR PVC CONDUIT ENCASED WITH S' OF CONCRETE. ~-2}2" TONE TELEMElR Y CABLE (ON SIDE OF WATER PIPE, CLOSEST TO THE CURB.) 1 . TONE TELEMETRY CONDUITS AND CABLES SHALL BE ROUTED BELOW ALL LATERALS. 2. TELEMETRY CONDUIT SHALL BE PVC COATED RIGID STEEL WHEN NOT PROTECTED BY PIPELINE (WHEN GOING TO AND · FROM PRV & PUMP STATION PEDESTALS & PULL BOXES) 3. THE CONTRACTOR SHALL INSTALL AWG NO. 19 INSULATED CABLE IN THE TONE TELEMETRY CONDUIT; TYPICA~ TELEMETRY CABLE INSTALLATION A N.T.S. 2-V' (TYP.) ff (MIN .) • VALVE BOX AND COVER PER IRWD STD. DWG. W-7 ~-FINISHED GRADE MODIFIED ROLLED CURB (TYP.) MODIFIED ROLLED CURB (TYP.) NOTES: 1. VALVE BOX SHALL BE LOCATED A MINIMUM OF (5' FROM THE EDGE OF THE ROLLED CURB AND GUTTER AS SHOWN ABOVE. 2. APPLIES TO ALL MAIN LINE AND LATERAL VALVES, INCLUDING FIRE HYDRANT LATERALS. TYPICAL VALVE BOX LOCATION N.T.S. C 24" {TYP.) .<i .•. SPLICE (IF REQUIRED) SCOTCH 3M 78-R1 RE-ENTERABLE SPLICE KIT (WHERE REQUIRED) GROUND SURFACE CAP (TYP.) -~ 4"MIN. CONCRETE PULL BOX wrrH CONCRETE LID MARKED "IRWD TELEMETRY' MINIMUM DIMENSIONS 30" x11' BROOKS #66 OR • EQUAL. 2' CRUSHED ROCK i,o:::.C>..:o~i-.:<3~00!...-161-"'..::o::..o...1. f ~-PVC COATED RIGID STEEL CONDUIT (TYP.) 4" RADIUS (TYP.) '---2)2' PVC-COATED RIGID STEEL--,.--' CONDUIT OR PVC CONDUIT IN 3" ENCASEMENT NOTES· 1. INSTALL PVC COATED RIGID STEEL CONDUIT WITH EPOXY LINING FROM THE PUULBOX TO THE PIPELINE TRENCH OR SCHEDULE 40 PVC WITH CONCRETE ENCASEMENT (3 INCHES A.LL AROUND). INSTALL C~IT IN PIPE TRENCH AS SHOWN ON DETAIL~ 2. INSTALL 6" OF CRUSHED ROCK UNDER PULLBOX FOR DRAINAGE. 3. INSTALL PULLBOX BEHIND SIDEWALK (OR FUTURE SIDEWALK) WITHIN ROAD RIGHT OF WAY. 4. THE CONTRACTOR SHALL MANDREL All CONDUITS BEFORE INSTALLING CABLES. 5. INSTALL A WATERPROOF SEAL AT CONDUIT OPENING AFTER THE CABLES ARE INSTALED. TELEMETRY CABLE PUI_L BOX N.T.S. 8" (MIN.) VALVE BOX AND COVER PER IRWD STD. DWG. W-7 ,--FINISHED GRADE • ~ 1~-----=------------------------T"""'!'~~--r-----------------,---~-~~~~~~--,-:===-:~~::--====------------:-:--T"""'=---~=-=-==------~==--=====r======,-----====--~=-==,-::".'"'.':::'.~-- -NO DA TE: RE:VISIONS APPROVED DESIGN: ,, ~ ~ DATE IRVINE RA~ICH WATER DISTRICT SHEET g • DFA THE A • Jc 9Gb) TKC PROJECT £NG/Nf:ER '/~/,, .,._ • PLANNING DAVfD F. ALLEN R.C.£. 52021 ~ ll--+----l--------------1------IORAWN: KEITH ::,,;;:: di-~ L / 1 r7.. ,,. .,,..1,.,, CRYSTAL COVE,.. PHASE 1A llll'.27 ;.; BP/RB COMP ANIES •L<NDSURYCYINC -~ & fi4t,' TKC PROJECT MAN4GE:R //0,1.7 DETAIL.S • 'iY.&JinFW' IRVINE RANCH liOBE:RT s. R£r1D __ 77_-:-___ R_.c._E. _49_624_· __ • __ • ---1 ,.DOMESTIC AN[>-RECLAIMED C)F 11--+----+---------------+------l CHE' RCSKR: ,.,, Rnthill Aw, C,,,<a JI~~ CA '92626 /'7•) 54a-oooo lfATE/1 0/STIIICT -,o_oo WA __ ... TER TRA NSMISSION MAINS 111''27 IRWD PRINCIPAL ENGINEER f t:J 7 ( VU R.C.E. 31926 I ~ \ I 1~ / L,.:I c:::, -...J I "' CJ m --; ► -