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Home My WebLink AboutW_5297_S\ l \ '? :,J aid ~ .J J l! j . • i j .1l -~" 11 'I FROM -.,.,.,--~~-,I ,, . \:\, ·r:!,\ •: 'f I II/ J ,·1·' ,, ' I ' I , '• ~ CONSTRUCTION PLANS FOR Newvot-.-r (c,~o{-1 ~,-i+ r~,. e:t_ I I c;; A N 111 l. l.-R 8 J', 1 > . PACIFIC COAST HIGHWAY TO SAN JOAQUIN HILLS ROAD "j\~,~ R.J£~-8(i'd7 e_u~. -s, o , 1 -1 11 1 1 1 • 1 • 1 R 1:-_, ...... 3 e p~Ar1~~e~,•A,~._...-- N~~dtl.~V-s-C.~ "t)f'-.. FROM PELICAN IIILI RG.\D TO 2,850' EASTERLY AND SAN JOAQUIN NV'4'1l~OW~~o~ Or,. HILLS ROAD FROM PELICAN IIILL RO.\D TO SPYGLASS HILL ROAD E RE LAIMED TER PROJECT IS I NUMBERS- 60 t -;1 Ef' ~ ~~-11 IRYINE RANCH WATER DISTRICT FEBRUARY MAIN 31278 & 31282 1990 APPROVED: , .--· .'. ,_;. - i DR.19(15818)-A ; . J • -~ ;,/ . •; , • , Sheet R-1 Of R-29 RECORD DRAWING THIS IS A RECORD DRAWING Of THE FACILITIIES IDENTIFIED IN THE TITLE BLOCK ONLV AND HAS KOi PRt!PMlm ,IN PART ON THE BASIS Of INFOIIMATION OOMPll.!EO ANO FURNISHED BV OTHERS. THE ENCJINW/MOHITECT ANO , OWN ER(S) WILL NOT BE RESPONSl8LE FOR ANV EIIIIOR(I) OR OMISSION(&) WHICH HAVE BEEN INOORf'ORATEO INTI) THIS DRAWING. ACTUAi, CONDlTIONS WILL VARY SOIIIEWHA FROM THE CONDITIONS SHOWN HEREON ANO AT SOME LOCATIONS THE VARIANCE MAV IE l,ARG£. IF TN( PRICIS£ LOCATION OF ANY FACILITY IS REQUIReD, TM( FAOIUTV SHOULD BE FIELD LOCATED IN THE PR£HNC£ OF AH , EMPLOYEE OF THE DIS'l'IIIICT OR TH£ OWNElll(S) o, THE UTILITIES INYOI.VED. IRVHJE RANC,' WAT[. DISTRICT / 7 / -A,_ DA TE l .. t. G-• ,.,, -·-.a ~N~o.:]oAmr£::::::::::::::::mR£]vr~sL~ON~5' :::::==-~==:=J~~11r~c:=--=~,---------~----,~-~T;,°7'7~::2i::::;~=~:::~. -:.:::;;;;;;;;:J:,il0•~T~,:--.zi::-L--r-.1nR~V;.-I N.:i°cE0 R~A~N:i';C;;jHUUW;;A~TrlE~RDnD~I S~TTDR11i C;;-:T;:-1 -----:-. ---:-, ----~-~~S™H[TI.Er' 9-06-9/ ADDED ~l:CLAIM£D WATER ScRVICcS 70 SI-ITS ENilNEERING-SCIENCE ~ -et • ~J£~~1':"1"FFR ::?c;?:J-~c -• . R1 RB,R9,Rll,Rl2,Rl3,~R/5 TI-IROUGI-I R2/ '~~~'---I----D SIGN. RESEARCH. PLANNING di M /?/,. --".' PELICAN HILL ROAD TITLE SHEFT f OF JOH_N T, MORRIS, DIRECTOR OF ENGINEERING AND PLANNING -RCE 231: APPROVED 0£SIGNEO• CAM q /f/7, I ' .. ,_____.__ 75NORTHFAI.0AKS,P.O.BOX7101PASADENA,CALIFOIINIA9//09 ~i111111111!112J ,;.,;:a•Af._...•,k.;..,,._',._.:!'.,~:W.-•.;---·------'?.'PW.-'~'JANAGER ,t.lJ·fe_ '~NE G RECLAIME·o WATER 1 ·· I t----t---+-----------------1-----+----------, OFFICcSINPRINClPALCITIEs J:~~:~~~ C"4R<ESE.GEJ;RG< / • ;~:;;~~'tJfI~i~iF.~NG J-/z~/or, -'.! TRANSMISSION MAl~S , ,2g RC£ J O • ... ..-.... "''"'" -.---------------....... ----+---...__ ________ .__ __________ ...._ _____ _.__ __ .......,......_ _____________________ ~-----:-c:=~ =~=-' FIL£ IJ(), \DGN\PHRZG' CNI GiS. D. • 1'\ 11 1 a / J ~a 14J A MICROFILMED .a • /Jf/AWN• GAM CHECKED• WJW I ! -• e • . I / ---------' ' ' I . ,... • • FULLERTON 0 . -----. -..,., >-;a,,· er GARDEN GROV w.. • 0 SAN BERNAR~INO . • ' COU~Ti'._ __ _ ··, • ' RIVERSIDE COUNTY --1---...:::::;:--..._.::...,,, 4,1;, SEAL BEAC ~1' SANM ANAo : GARDEN GROVE FRWY ORANGE COUNTY . .., . • O✓, ~ <"Q ~ 'O ~~ SUNSET .-<' % .,,_ IRVINE HUNTINGTON BEACH NEWPORT BEACH <:/c-C:i 0 TORO I . ...... ,P -<' & .,/!) c3' ·- / SAN JUAN CAPISTRANO : I • ---.. "' • • ' I I I . . ) SAN DIEGO COUNTY SHEET RI R2 R3 R4 R5 R6 R7 RB R9 RIO RI/ R/2 R/3 R/4 R/5 R/6 RI 7 R/8 R/9 R20 R21 R22 R23 R24 R25 R26 R27 R28 R29 INDICATES AREA SHOWN ON LOCATION MAP ~VICINITY MAP SHEET INDEX TITLE TITLE SHEET INDEX SHEET EROSION CONTROL & GENERAL NOTES CONDENSED PLAN AND PROFILE -PELICAN HILL ROAD CONDENSED PLAN AND PROFILE -SOUTH UPPER LOOP & SAN JOAQUIN HILLS ROAD PHR PLAN AND PROFILE STA. !0+-00 TO STA .14+00 PHR PLAN AND PROFILE STA. 14+00 TO STA.23+-50 PHR PLAN AND PROFILE STA.23+50 TO STA.35+00 PHR PLAN AND PROFILE STA.35+00 TO STA.46+00 PHR PLAN AND P~FILE STA.46+00 TO STA.57+00 PHR PLAN AND PROFILE STA.57+00 TO STA.68+00 PHR PLAN AND PROFILE STA.68+00 to STA.75+88.32 SULR PLAN AND PROFILE STA. 0+-00 TO STA.10+50 SULR PLAN AND PROFILE STA. /0+50. TO STA. 20+-50 SULR PLAN AND PROFILE STA.20+50 TO STA.28+-55 SJHR PLAN ANO PROFILE STA. 0+00 TO STA. I 1+50 SJHR PLAN AND PROFILE STA./1+50 TO STA.22+00 SJHR PLAN AND PROFILE STA.22+00 TO STA.32+70 SJHR PLAN AND PROFILE STA.32+70 TO STA.44+00 SJHR PLAN AND PROFILE STA.44+00 TO STA.55+50 SJHR PLAN AND PROFILE STA.55+50 TO STA.66+50 SJHR PLAN AND PROFILE STA.66+50 TO STA.77+42.88 LATERAL PROFILES I LATERAL PROFILES II MISCELLANEOUS DETAILS I MISCELLANEOUS DETAILS II NOT USED MISCELLANEOUS DETAILS III IPRV's i CATHODIC PROTECTION & JOINT BONDING DETAILS .. DA TE REVISIONS APPROVED 1--,i---,----'-~--,------------------,-----7CJ£SIGN£O• 7-25-90 REVISIONS l--+-----1------------------+-------tORAWN• l--+--------1---------------------+---------tCHECK£O• FILE NO. \llCN\PHRZONG\ZGINDEX. DGN GAM CAM WJW DIRECT BURIED TELEMETRY CABLE I SEWAGE LIFT ST A TIO '..m-."A! I 20" RW 0 I SOUTH UPPER LOOP ROAD SOUTH UPP[ LOOP 6 ROAD INT SECTION 3 10" RW I. ICA TES TO REFER-+----~ EL CAPITAN ROAD SPYGLASS HILL ROAD N. LOWER LOOP RD. 0 PLAN OFTArL "6" ON SHEET R3 I FOR ENLARGED PLAN TYPICAL D SOUTH LOWER LOOP INT[RS[C ON S. LOWER LOOP RD .. ' . ------- DIRECT BURIED TELEMETRY CABLE KEY PLAN SCALE• /"= I GOO' ABBREVIATIONS AC ASPHALT CONCRETE ARV COMBINATION AIR REI.EASE & VACUUM RELIEF VALVE ASSY. ASSEMBLY BC BEGINNING OF CURVE BF BLIND FLANGE BFV BUTTERFLY VALVE BO BLOWOFF-ASSEMBLY BOP BOTTOM OF PIPE BS BOND STATION CF CURB FACE CL OR q;_ CENTERLINE CL. CLASS 'LR. CLEARANCE '~C. CONCRETE c.lND. CONDITION CONST. CONSTRUCT CTS CATHODIC TEST STATION DET. DETAIL DIA. DIAMETER DIP DUCTILE IRON PIPE DWTM DONES TIC WATER TRANSMISSION MAIN \ [A. EACH EC END OF CURVE \ EL. ELEVATION ELL. ELBOW EX. OR EXISTING EXIST. FAB. FABRICATED FH FIRE HYDRANT GB. GRADE BREAK GV GATE VALVE HPBFV HIGH PERFORMANCE BUTTERFLY VALVE HPGV HIGH PERFORMANCE GATE VALVE ENG,NEERING-SCIENCE DESIIGN • RESEARCH• PLANNING fit 75 NORTH FAIR O~KS, P.O. BOX 7107 PASADENA, CAUFORNift 91109 · OFFICES IN PRINCIPAL CITIES Uc:> ll)l!;ffl;I 21 11\'III RANCH WATER DISTIIIC INV. IR. L MAX. MIN. N NAT. NT$ O.D. PAVT. PR. PCC PG PHR PRV PSI R RCP RED. RW ss 5 s SD SSMH SP ST. STA SULR T THK. TOP TrP. VAR. VCP w WP f P. H£W,rZ INVERT IRRIGATION LINE(W OR RWJ LENGTH OF CURVE MAXIMUM MINIMUM NORTH NATURAL NOT TO SCALE OUTSIDE DIAMETER PAVEMENT PRESSURE POINT OF COMPOUND CURVE PRESSURE GAG[ PELICAN HILL ROAD PRESSURE REDUCING VALVE POUNDS PER SQUARE INCH RADIUS OF CURVE REINFORCED CONCRETE PIPE REDUCER RECLAIMED WATER SANITARY SEWER SLOPE SOUTH STORM DRAIN SANITARY SEWER MANHOLE STEEL PIPE STREET. STATION SOUTH UPPER LOOP ROAD TANGENT OF CURVE THICK TOP OF PIPE TYPICAL VARIES VITRIFIED CLAY PIP[ DOMESTIC WATER WORKING PRESSURE PROJECT ENGINEER RC£ 24114 PROJffT MANAGER RC£ 28498 ~iilW ASSISTANT DIRECTOR r RING Sr PLAHNM 4 6" RW lSPYGIASS HI! I ROAD N. LOWER LOOP RD. (} ,e ·, •.· u;,,V', \-1-, I \ S S. LOWER LOOP RD . .---------. .. , "...__-HOTEL ACCESS RD. ~HOTEL ACCESS RD. PACIFIC COAST '---HIGHWAY --------------------------------------- LOCATION MAP SCALE' /"= /600' BENCH MARK: ELEV. 186 . .l56 1976 ADJ ALUMINUM CAP STAMPED JDD.J0.70 SYMBOL LEGEND ABOUT 1.35 OF A MILE SOUTHEAST ALONG THE BONITA CANYON ROAD, FROM THE INTERSECTION A v----SECTION IDENTIFICATION OF MACARTHUR BOULEVARD, ABOUT 0. 25 OF A AIILE WEST ALONG THE ROAD FROM THE INTERSECTION ' ---W--· ------RW---- ---SS--- ---T--- ---E--· ~ ---G------+ ➔ ----,□ 0 @ • _____ ,-.,< ;<. / J SHEET ON WHICH SECTION APPEARS OR IS REFERENCED FROM RIGHT-OF-WAY OR EASEMENT CENTERLINE WATER RECLAIMED WATER SANITARY SEWER TELEPHONE CABLE OR CONDUIT ELECTRIC DUCTS GAS FIRE HYDRANT BLOWOFF VALVE ASS Y. I BO J COMBINATION AIR RELEASE & VACUUM RELIEF VALVE ASSY. ARV /OR BOJ IN PROFILE I ARV J ZONE G RW CATHODIC TEST STATION ZONED RW, OR SS CATHODIC .->T STATION PER OTHER DRAWINGS £ND OF PIPE OF COYOTE CANYON ROAD, 81 FEET EAST OF A POWER POLE NUMBER 1816430 E, 24 FEET SOUTH- WEST OF THE CENTER LINE OF BONITA CANYON ROAD, I .5 FEET NORTHEAST OF BARBED WIRE FENCE, IN TOP OF A CONCRETE POST, ABOUT LEVEL WITH THE CENTER OF THE ROAD AND WIT- NES?ED BY A STEEL POST ABOUT I FOOT NORTHEAST. BASIS OF BEARING: STATE OF CALIFORNIA "LAMBERT COO RD INA TE SYSTEM ZONE VI" DR, 19(15818)-A ~~et R-2 Of R,29 UTILITY PHONE NO. SO. CALIF. EDISON /Distribution) 1714) 859-0246 /Mark Judy! PACIFIC BELL TELEPHONE I Bi II LOH ing J 1714 I 259-4476 0 <:!_BOV[ GRADE BOND STA TIO'i!)~ GENERAL TELEPHONE /Dick Herzog) 17141 373-2628 SO. CALIF. GAS CO. /John Morino) 1714! 546-2362 LJ () --tx}- -----1,,1- -[>- CD 0 (!) 6 INSULATING JOINT AND AT GRAD[ BOND STATION GATE VALVE BUTTERFLY VAL VE REDUCER SHEET NUMBER CURVE DESIGNATION CONSTRUCTION ITEM CENTRAL CURVE ANGLE LAGUNA BEACH COUNTY WATER DISTRICT I 714) 494-I 041 SVERDRUP FIELD, I 714 J 644-7668 OFFICE• I 714 ! 752-8463 IRVINE RANCH WATEF (Steve Malloy) COMMUNITY C,\BLEVISION THE IRVINE COMPANY I Jim Lorman i UNDERGROUND S[0 V~CE ALERT COUNTY OF ORAdGE -CONSTRUCTION I Dave Mc-she I 1 ) 17/4) 476-7500 1714) 72/-6226 1714) 720-5447 I/ 8001422-41 JJ IRVINE RANCH -WATER DISTRICT PELICAN HILL ROAD RECORD DRAWIN {SEE NOTE ON SHEET NO. 1) INDEX . SHEET ZONE G RECLAIMED WATER TRANSMISSION MAINS • . " . . 1 Q it.-. '-4' l lSl'lf) If IC SHEET R2 OF __________________________________________________________________ ..._ ___ ..._ ___ .._ __ ......, ___ ..._ _____ =-----------~~=--~------------------------- EROSION CONTROL NOTES ~ I. ALL WORK SHALL Bt. IN ACCORDANCE WITH THE GRAD- ING CODE OF THE CITY OF IRVINE, THE RECOMMEN- DATIONS OF THE PROJECT SOILS REPORT, AND ANY SPECIAL REQUIREMENTS OF THE CALIFORNIA REGIONAL QUALITY CONTROL BOARD, SANTA ANA REGION. 2. TEMPORARY EROSION CONTROL PLANS ARE RE0UIRED FROM OCTOBER 15 TO MAY 15. THE CONTRACTOR SHALL SUBMIT EROSION CONTROL PLANS TO AGENCY FOR REVIEW PRIOR TO SEPTEMBER 30. 3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE PLACED AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30%. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE PLACED AT THE END OF THE WORKING DAY WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50%. 4. A STAND-BY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FA- CILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES WHEN RAIN IS IMMINENT. \. 5. EROSION CONTROL DEVICES SHALL NOT BE REMOVED OR MODIFIE[J WITHOUT THE WRITTEN APPROVAL OF THE AGENCY. 6. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS ANO DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL BE IMMEDIATELY REPAIRED. 7. THE TOP OF ALL EXISTING DRAINAGE DITCHES ANO STORM DRAIN CHANNELS ADJACENT TO THE CONSTRUC- TION AREA SHALL BE GRADED SO THAT STORM RUN- OFF WILL DRAIN AWAY FROM THEM. THE STORM RUN- OFF SHALL THEN BE CONTAINED ANO OESILTED BEFORE BEING ALLOWED TO ENTER THE FLOOD CONTROL FAC- ILITIES. THIS MAY BE ACCOMPLISHED BY CONSTRUC- • TION OF A COMPACTED EARTH BERM OF MINIMUM HEIGHT 12-INCHES AND A MINIMUM SLOPE OF 3. I OR AS RECOMMENDED BY A QUALIFIED SOILS ENGINEER. 8. ANY DRAINAGE DITCH OR EARTHEN WALLED STORM DRAIN CHANNEL THAT IS ADJACENT A PIPELINE TRENCH OR WITHIN THE LIMITS OF THE CONSTRUCTION EASEMENT IF DAMAGED OR ALTERED SHALL BE RESHAPED TO THE SATISFACTI!Jl' OF THE IRWD INSPECTOR. 9. IF EROSION PROBLEMS OCCUR, THE CONTRACTOR SHALL CORRECT THE CONDITION IMMEDIATELY AND PRIOR TO RECEIVING A CORRECTION NOTICE FROM THE AGENCY, IF A NOTICE IS ISSSUED AND THE EROSION PROBLEM IS NOT CORRECTED, THE AGENCY WILL PROCEED TO HAVE THE DEFECTS REPAIRED AT THE CONTRACTOR'S EXPENSE, AND ALL COST INCURRED MAY BE DEDUCTED FROM SUMS DUE THE CONTRACTOR. ISENERAL NOTES i. INFORMATION ON EXISTtNG UTILITIES AND OTHER SUB-STRUCTURES WAS OBTAINED FROM THE APPROPRIATE~AGENCIES1 EXISTING UTILITIES SHALL BE MAINTAINED IN PLACE BY THE CONTHACTOR, UNLESS OTHERWISE NOTED ON THE PLANS. UNLESS OtHERWISE DIMENSIONED, LOCATIONS OF EXISTING UTILITIES AND SUB-STRUOTURES SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. THE CONTRACTqR SHALL VER~FY EXACT LOCATIONS, ELEVATIONS AND DIMENSION IN THE FIELD, PRIOR TO C@NSTRUCTION IN THE AREA OF THE SPECIFIC SUB-STRUCTURE. • 2. THE IRVIN[ RANCH WAT!R DISTRICT !DISTRICT I ENGINEERING OFFICE SHALL BE CALLED FO,R INSPECTIOfi{ TWO WORKING DAYS BEFORE START OF WORK AT ! 714J 476-7500. J. ALL TRENfH EXCAVATid,NS SHALL CONFORM TO STATE OF CALIFORNIA CONSTRUCTION SAFETY ,ORDERS. 4. ALL STATtONS SHOWN H,EREON !EXCEPT FOR SCREENED BACKGROUND ANO AS INDICATED AS "PHR C;.L.", "SURL;C.L." OR "SJHR C.L." STATIONS) ARE ZONE G RECLAIMED WATER PIP,ELINE STATI0NS. ALL STATIONS INDICATED AS "PHR C.L.", "SURL C.L.", OR "SJH~ C.L." STATIONS, OR AS SHOWN ON THE SCREENED BACKGROU1D ON THE snREET CENTERLINE, ARE ROAD CENTERLINE STATIONS IN ACCOROANCE WITH THE STREET IMPROVEMENT DRAWINGS. 5. "RW" REFERS TO A RECtAIMED WATERLINE, WHICH INCLUDES ALL CONNECTIONS FITTINGS,. AND VALVES, 6. ALL PIPIN~ ANO VALVES SHALL BE 150 PSI MIN. WORKING PRESSURE EXCEPT W/i([RE OTHERW4SE SHOWN ON THE DRAWINGS. VERIFY MATING FLANGES AT JOINTS. SEE NOTE 25. 7. CONSTRUCt BLOWOFF V~[LVES AND COMBINATION AIR & VACUUM RELEASE VALVES AS S~OWN AND SPECIFIED. 8. DELETED 9. ALL ELEVAiTIONS OF UT1LITIES CROSSING f"HE ZONE G RECLAIMED WATER LINES SHOWN ARE INTERPOLA T/iD DESIGN ELEVATIONS. IF THE CROSSING UTILITY IS EXISTING 4.T T THE TIMEIOF ZONE G RECLAIMED WATERLINE CONSTRUCTION, THEN DETEf?UINE THE A -BUILT EXISTING UTILITY LOCATION PRIOR TO KONE G RECL IMED WATERLINE TRENCH EXCAVATIONS. 10. TOP ANO B(JP ELEVATIONS OF EXISTING AND FUTURE CROSSING UTILITIES THAT ARE iSHOWN IN ZOME G RECLAIMED WATER PROFILES ARE APPRO~IMA TE DESICSN ELEVATIONS. THE CONTRACTOR SHALL FIELD VER~FY LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES FOUND DURING TRENCH EXCAVATIONS. II. SCREENED TOPOGRAPHICfL BACKGROUND FOR PLAN ANO PROFILE SHEETS WAS PROVIDED BY ROBEl;(T BEIN, WILLIAM FROST AND ASSOCIATES FOR PELICAN H!LL ROAD, Afi{D BY THE KEITH COMPANIES FOR SOUTH UPPER LOOP ROAD AND SAN J040UIN HILLS ROAD. 12. ZONE G RECLAIMED WATER PIPE JOINTS SHALL BE PUSH-ON TYPE JOINTS, EXCEPT AS OTHERWISE SHOWN, OR WHERE WELDED OR RESTRAINED JOINTS ARE COSTRUCTED. SEE FOLLOWING NOTE. 13. FOR THRUST RESTRAINTS AT FITTINGS AND ALL ABRUPT CHANGES OF PIPE DIRECTION, VERTICAL WR HORIZONTAL, GREATER THAN 10 DEGREES, CONSTRUCT THE FOLLOWING• AJ FOR 4-INCH TO /2-INCH PIPING, CONSTRUCT THRUST BLOCKS AS SHqWN, EXCEPT THAT WELDED OR RESTRAINED JOINTS MAY BE CONSTRUCTED AfS SHOWN IN LIEU OF THRUST BLOCKS, AND BJ FOR /6-INCH AND L:4RGER PIPING, CONSTRUCT WELDED OR RESTRAINED JOINTS AS SHOWN. 14. EXCEPT WHERE A FABRICATED OR STANDARD FITTING IS SPECIFICALLY CALLED OUT, VERTICAL ANGLE POINTS SHOWN ON THE ZONE G RECLAIMED WATERLINE PROFILES ARE DRAWN SCHEMATICA~LY, I.E. SLOPE CHANGES SHALL BE OBTAINED BY JOINT DEFLECTIONS; THE CONTRACTOR IS CAUTIONED TO MAINTAIN THE SPECIFIED CLEARANCES TO CROSSING UTILITIES. SEE FOLLOWING NOTE. 15. ZONE G R£CLAIMEO WA)RLINES SHALL CROSS EXSISTING UTILITIES WITH 12 INCHES MINIMUM CL ARANCE, EXCEPT WHERE OTHERWISE CALLED OUT. IF THIS CONFLICTS WITH INFOR ATION SHOWN ON THE DRAWINGS OR FOUND IN THE FIELD, THE CONTRACTOR SHALL OBT'AIN AGENCY APPROVAL BEFO.RE INSTALLING THE PIPELINES. 16. TOTAL SPECIFIED OEFLtCTION AT VERTICAL Pls SHALL BE OBTAINED WITH ONLY AS MANY PIPE JOINTS OF STANDARD 120 FT I LENGTH /OR LESS I AS NECESSARY WHILE MAINTAINING AT ;LEAST 12 INCHES MINIMUM CLEARANCE TO CROSSING UTILITIES, EXCEPT AS OTHERWISE CALLED OUT. 17. ZONE G RECLAIMED WATERLINES HAVE BEEN DESIGNED FOR 2.5 FT MINIMUM COVER TO ROUGH ROAD GRADE. IF LESS COVER OCCURS AND CONCRETE ARCH IS NOT CALLED OUT, THE CONTRACTOR SHALL OBTAIN AGENCY APPROVAL BEFORE INSTALLING THE PIPELINES. 18. THE WORD "OUTLET" USED HEREON REFERS TO A TEE-OR CROSS-CONFIGURED FITTING FOR MAIN LINE PIPE SIZES GREATER THAN 12 INCHES, AND SIMILARLY "TEE'" FOR MAIN LINE PIPE SIZES I 2 INCHES OR LESS HOWEVER, ACTUAL FITTINGS SHALL BE IN ACCORDANCE WITH AWWA STD. C-208 FOR STEEL PIPE AND AWWA STD. C-1/0 FOR DUCTILE IRON PIPE, WHICHEVER PIPE MATERIAL IS PROVIDED. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTING ANY ADDITIONAL FITTINGS AND MODIFY[NG THE OUTLET SIZES APPROPRIATELY TO PRODUCE THE PIPE SIZES SHOWN ON EACH SIDE OF PIPE CONNECTIONS. 19. BOP ELEVATIONS SHOWN FOR LATERAL CONNECTIONS TO THE MAIN LINE ARE STATIONED AT THE CENTERLINE OF THE MAIN LINE. 20. "NATURAL GROUND OVER PIPE" IS EXISTING GRADE PRIOR TO ROUGH GRADING FOR ROAD. 21. "OTHER DRAWINGS" MEANS• OTHER DRAWINGS IN THIS CONTRACT. 22. "BY OTHERS" MEANS 1 BY OTHERS IN ANOTHER CONTRACT. 23. PROPOSED SANITARY SEWER LINES, DOMES TIC WATER LINf.S AND RECLAIMED WATERLINES BY THIS CONTRACT ARE SHOWN ON THESE DRAWINGS. OTHER PROPOSED UTILITIES ARE NOT SHOWN -REFER TO OTHER DRAWINGS IN THIS CONTRACT. 24. WHERE DEAD ENDED PIPE LATERALS ARE NOT LONG ENOUGH TO SATISFY ~;RIA FOR FIELD WELDED OR RESTRAINED JOINTS PER SCHEDULE R~5 , THE MAIN LINE OUTLET TEE AND ADJACENT VALVE IN THE LA RAL LINE SHALL BE FLANGED. 25. FLANGES ON THE MAIN LINES ANO LATERAL LINES SHALL MATCH, EVEN WHEN DISSIMILAR MATERIALS OR PRESSURE CLASSSIFICATIONS ARE PROVIDED IN THIS CONTRACT OR BY OTHER CONTRACT(SJ AT JOINS. 26. ALL PIPE ENDS SHALL BE BLIND FLANGED UNLESS OTHERWISE SHOWN. 27. ZONE G RECLAIMED WATER LINES, 10 INCHES IN DIAMETER OR LESS, ARE DUCTILE IRON PIPE WITH PIPE THICKNESS CLASS AS INDICATED ON THE DRAWINGS. PIPE PRESSURE CLASSES FOR THESE LINES, ALSO SHOWN ON THE DRAWINGS, INDICATE THE MAXIMUM DESIGN WORKING PRESSURE AS ITEMIZED IN THE BID LIST. 28. TEST PRESSURE FOR ALL MAIN LINE PIPES SHALL BE ACCORDING TO THE FIELD HYDROSTATIC TEST PRESSURE ELEVATIONS IN SPECIFICATIONS SECTION 15042. PARAGRAPH 3. 050, AND ADDENDUM NO. I. ~PRESSURES FOR LATERAL PIPES SHALL BE IDENTICAL TO TEST PRESSURES~rHE MAIN LINE PIPES AT THE POINTS OF CONNECTION. ~ • 29. WHERE AWWA BUTTERFLY VALVES HAVE BEEN CALLED OUT ON THE DRAWINGS, THE FOLLOWING SHALL APPLY• CLASS 150 -AN AWWA C-504 BUTTERFLY VALVE DESIGNED FOR A MAXIMUM PRESSURE OF 200 psi. CLASS 200 -AN AWWA C-504 BUTTERFLY VALVE DESIGNED FOR A MAXIMUM PRESSURE OF 250 psi. 30. FOR ELECTRICAL TELEMETRY AND INSTRUMENTATION WORK FOR PRESSURE REDUCING VALVES AND APPURTENANCES, SEE DRAWING SHEETS W22A THROUGH F lN THIS CONTRACT. THESE SIX SHEETS SHOW THE COMBINED WORK FOR THE COLLECTOR SEWER, DOMESTIC WATER TRANSMISSION MAINS, AND ZONED AND ZONE G RECLAIMED WATER TRANSMISSION MAINS. w-fL'\7-S RECORD DRAWING (SEE NOTE ON SHEET NO. 1) C 0 0 DR, 19(158181 A Sheet 3 Of R~29 tNo~=-:]DA~T:fE==============Ji~E~VI~SL~ON~sc===============]A~PP~R'.Q!OV~EQ_D :J-:::oc:::s~=GN:£0-, -:G~AM::---r-----------------T-;;;;;;;;;;~r-:/.,t-:-./~-,,:-:.,,-:-,,.:--_-:~::;:./-:-.,,~-.A-.":" __ -:_:,,::-_:--: ... ,,.:----Pf/O_J£ __ CT-EN-GIN--EER-t?~:~~~--Q:-,,,-IIER)'VUIN E RANCH w ATER DI s TR IC T SHEET ,1;;\ 7-25-90 REVISIONS ENG!INEERING-SCIENCE n fllLT.IIIJ.WElHS RCEZ41i4 PELICAN HILL ROAD eR0s10N coNrRoL , R3 GI\M DESIGN • RESEARCH • PLANNING n. ,:,. A?§ C L 8-"1-r~ u"' '"'r·a···. 1, .. ·-./E1 . ',1·"'0 A" 'L ~ 0 ·•-•. · t.-· i),. OF • r•;.RrHr.,moA,S,P.D.80Xf/Ufl'4SAUINA,CA11FORNI.'9/109 c-;il11Mli11~J ~ t:.---PROJECTMAN,CER ZONE G RECLAIMED WASTEWATE'b -· YI o,FicEs IN PRINCIPAL c1nEs IRYIII RANCII c!/,IRLEs •• GEORGE 1 • RC£ 2849a • n t:!::::::j::::::::::::::::::::::::::::::::::::t:::::::::~LC:H£~CK:£:D•...:..:W:J:W _ _JL ________________ L~WA~TER~DIS~TRIC~(T~L:::::]cR£!!fiGO~R[:r :E,;.P.:]H£t!!lEli!(!TLZ --========:i~!i~L~~;'.,1~f~1~1¼~[; f~'}~i~~~t1~.G~==-L------~T,.2R~A~N~S~M~·· ~I S~S~I O~N~~M~A~I ~N~S;.::::;;;r,~~--=¼-----:.:m'CinEii"iiE:Pi"-ri:7.1 .. "' l f'),, ll.S'Y f )-" ·MICROFILMED D: C • 90 R: C· l---+-----1------------------t-------;ORAWN• FILE NO. \DGN\PHRZONG\ZGNOTES. CGN / I l .. L_J LLJ w_ go.__ ~ - 800 i ' (00 500 - --- ! i r-. ,--, i,~) -__ , ----i ' cr Ld 0 ' <t ' ;;,: 400 0 0 __J O:'. ' 'ti I Q_ f---0 ' 0 :::, 0 _J I (/) ! 300 • ~ ~~' ' ~ 00 .c::_ ------------I 00 -- STA I l0N ~-LE GE NO ISOLAT lllfJ VAi. VF AIR RELEASE VALVE BLUWDFI~ ASSEMRL '1 REDUCER PLAN & PROFILE SHEET NUMBER -- ?0" CLASS l-'50 SIZE & C !_Ai:J'.:} k?'i i H~:_:1 OF PIPf IW.P.) DAT[ REVISIONS APPROVED 7 25 90 REVISIONS le FILE NO. PHRZONG\RECLW.DGN ' ------ ~- VESIGl/£0• RW DRAWN• GAM CHECKED• WJW ---------------------------------------------- ------------------------ I Cl_ Cl_ I (": ('1 ,;:;:, <l([i:i.Cii I ' , ·~· ~ -····--·· I 6" CLASS 200 w p HGI E 890 \ ' \. I 6" CLASS I 50 ---,,- M 0 ~ L.[) + ' -----cr w --O· o, f~I ,_ <[' (,,'":• __J o' (__:, cr-1 LLJ :r: co f---I Q_ I, I '.l:'. 0 8 D I O ~ 7 + __J ' 0 w e:;J I -Q_ I' . ___ ___.... ~ G ' --. <1.' ~ ---' s (/) cr "' \, \ ---R I I-E i I <. _, ---~r~ ' F" l P, E::_ '-l_lJ_ ~-----• ' ~-________ , FI ~' i -- lSH I ! GRA. D E p Fl T C: '°" N ! ' I ' ' ! I ' ' ' ' I --- IC+00 20+00 PROFILE SCA1 __ E HTI f-1 0 R I Z O ~J T A L I "= 5 0 0' VERllCAL "=100' 16" RECLA=MED WATER LHJE PLAN I R C, ,D 30+00 E ,_-: -- --- 1 _,\ :__ ;--',, r 1 1v1 ED . - p ( R E ----- 40+00 ----·------------------------------------------------ T [C: I H CI_ -I j _) :_'. {i<·[;1CI-! --,. --' -◄----------------------------------►; w p HGL EL I 2 ~~ j ' I 6" CLASS ?75 20' CLASS 275 --- ---' 900 ~ ' -o, i 0-I co ' ' I ~ .,_ + I -I cY) ' L.[) \ I co I <[ ' <i: I 800 f---Ir,-f---' ' v,fw \\ '" 'LJJ ('-..~ z L\J ! (~ ' ,o·' -~ o _ CJ ___ J I ::::, I D -. w I ' I ::o 0 <:[ ro I <[ =:, <t Q_ ~ ' ro ', 8 I n -~ I + ~ I~ '.l:'. ' :r: er ry LO Q_ f---700 ':=) -['-----,~ 8 D ~ er i ,V) I D '-._.{ I <i 0 z ' 1,.JI 0 -f---' u J I ,_,., "' ' ' ---' ' -~ --:----~ -----,Y ·_:' ' ---' ---. -·-· -E,()(J . ~ -1 z > ' - 0::: ' I --n _, ' I\ T ,-R -! i --~ I fc-' < I 5C~·C· -·,_,, ' ----] z -<f VJ 400 E L I C, " N H I L L ~ D 3 00 I I 2 (Jc: s E R V 0 I R ~ I L Ii T ~. G ) -'t-_(_ ------------- \ \_ 16" LL/Y;'.-i ; 1- CONT:tJIJF i l ',;. SHEET RS I I ' ! ! 50+00 ! 00 i ---·--· ·---- (0+00 80+00 --ll'' ~LASS 275 cor,1,-!NUED ON SHEi:: l H:J RECLAIMED RECORD DRAWING - DR.19(15818)-A Sheet R-4 Of R-29 (SEE NOTE ON SHEET NO. 1) WATER DISTRICT ROAD CONDENSED PLAN AND PROFILE N F-N P~a(' C,.o t'\"S'I t>~ · 1 PELICAN IIILL fH:)A9 MICROFILMED I SHEET R4 OF 29 j ... = ~ ~ o '3 'tP ' ......... ~ C) C/\ 1 j I J Cl/. 700 's!,i -.;; ~ ct ~ tt:: ~ l..,j ~ ' ~ 'It- 600 ... ;.::: ~ V') 500 ~ 400 6" <:'S 250 ~ -t-..... "' ~ V') L:f # V 70+00 6" CLA: S 200 ! I -,-- ' ~ V / 60+00 ~-6" RECLAIMED WATER LIN£ - . ,------r-------- <:::. <:::. ..'!: 'It- ~ V') 50+00 SCALE ( • ► • . ! ' C' • ' ' 1j ; j;J I I L--::;:::::: I ~ ,,. -- v: IH=40' H: /":400' ' • 40+00 ,~ ... , Hf:I Fl /005 W P 1-1r.1 Fl 890 / /')" l"I ""<"<" I SO 1-... I:!-! i::: V') ~ ~ ~ "=lJ I I I I " \ ' \ \ \ 30+00 10" RECLAIMED WA T£R LINE-~ SAN JOAQUIN HILLS ROAD NOT£.: FOR LEGEND, S££ SHEET R4. No. DA TE REVISIONS APPROVED ........ ,--r-----.-R-f:_V:_TS.-1,.,...a-tv.--='S---------------....-----·---tOESCGtiED• R. Wemyss 1---+----+----------------------Hf--------lDRAWN• W. L lu CHE CKE OW. We I nf,ock ENGINEERING-SCIENCE DESIGN• RESEARCH• PLANNING 75 NORTH FAIR OAKS. P,D. BOX 7107 PASADENA. CALIFORNIA 91109 OFFICES IN PRINCIPAL CITIES ~ ~ lilli!IMl3 IRYINE RANCII WATER DIS ~ 'I-I £ST HGL EL IJJ/~ ~ 'I-Vi P HGL EL l22J~ ------ ~ i V') 12" CLA. S 150 J ~2" CLASS~ 75_/ 70 ,,,. 0 ~:.:: <;) g -.J l!"i ~ ~~ ~ ?><: :::s -' ~ :.:: c:i ~ D~ Ct; ,.J -----=: .:::::--.,. r--60 0 ::,. ~ • ~ FINISHED ( !RADE -SAi JOAQUIN f 'ILLS ROAD l,,J ZONE CR£( LAIMED WA .. ER PIPELlN.~ 20+00 RI ~ 'It- ---~ Cl) Cl::: • --\() ;. -----½ '-~ :l!:: \I) tt:: • (:i --- 1£RrZ l0+00 ~ -t--... ' \12,,RECLAIMED ~ WATER LIN£ V) I c::i i 3:' <::>1 tt:: ' ~!~ <:>!~ .._,I~ i:t '~ i,.:i I ~ 9..: ' l..,j ~! :.:: ! ~! I ' ' PRQJECT EI/SINlER :M/14 I!IWO ASSISTANT DIJ/£CTOR OF ENEINErnING & P~ING 33084- .:. i;j ~ Cl..: ~ tt:: ~ so ~ ~ 0 Q\ .... ,;::i '-J ,'\, <:::. ~ V) . 40 0 0+00 TEST HG EL IJJ/ EACH J) W HGL EL 12 6 16" CLASS 275 16" CLASS 2 I • CLASS 200 900 1------+----i---+-----+----i---f---------+---t--~ 900 l,,J ~ ~ ~ 'I- Cl..: 1¢ ---~ ~ ~ tt:: V') tt:: 800 t3 ~ 800 ~ ~ l.iJ 'I-~ "' (:i c;:, ~ 'I- 'I-~ c;:, V') ~ ~ V) V) 700 1-----+---l---t,,'Cf-----+------t--------+----7 700 0+00 !0+00 'H£D GRADEi -S UPPER L OP ROAD G RECLAIM. D WATER PIA llNE 20+00 SCALE V: I "=4 0' H: /"=400' DR.19(15818)-A Sheet R.-5 0£ R,-29 RECORD DRAWING (SEE NOTE ON SHEET NO. 1) 600 30+00 • <"o -:t ;,pi JtP. 3·Jl• ftc:> No. C 28498 "' ~ IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD C01NDENSED PLAN AND PROFILE \/I\'"" P-..\ I) t,,f" U, . . • IOUfH HPPER Lit, IIAD SH F ZONE G RECLAIMED WATER PIPELINE Dd, ,q \. ISl'I YJ, AND SAN JOAQUIN NllLS IOAD ~:-=•c_....__ LMED --II 9 ) :, -A -----_ i t --1 l ! 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' -~ I -~ : L. . -l---+-+--1-1-+-I---· -+-1--~--t ,--+---'--.~-+-+--.~, -+--l_ --.i---+---·--+---+--1---+---'----l--'--l'--+' --II : ' i ,. --l-------'l----!--'--11 ; 1 ---1-i' -+-I -'I---+--_ ~1-'+-l--.l--+--+--i i CONST!<UCT 1G 11 REClA!MfD WATER P!Pef...lNE . 40' 14 0 PLAN AND PROFILE --------- 40' ---------------i ST A ~p+oo TO STA 14•00_,· 10' •• I SHEET -R6 ' 1.------·---t ' OF tv: (,Ve./'! 'J: 'tzrc.,t::-. !---+---------...... , ----------------------1-------1 CHECK£0: • IIMN[IIAN(]I RIE10CI IRVINE RANCH WATER DISTRICT PELICAN HILL ROAD RECLAIMED WATER PIPELINE MICROFILMED :29 ! I 'D I= • .. ::.: :·~-: ~-• :: : - --..• . -.. , .. , .. -·-.. ---- . _· •• -.I........_ .... ·_ ' -- +· ... ---- I . . " . " 1 OATE 7/30/90 ---- = .......__ .L.........__ T • - -· -• ... . . . ---I-- MODIFIED PLAN L --- REVISIONS ¢ PROFILE:\ \ ENGINEERING-SCIENCE 75 DESIGN • RESEARCH • PLANNING NORTH FAIR OAKS AVE. • P.O. BOX 7107 • PASADENA, GALJFORMIA 91109 OFFICES IN PRINCIPAi.. 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'--..... ----~--• RECORD DRA~ING (SEE NO~ ON SHEET NO. 1),,,, r· PLAN AND PROFILE IRVINE RANCH WATER DISTRICT SAN JOAQ·UIN Hl~LS ROAD l9fli]j55+50 TO STA -86 ♦50/ • RECLAI.MED WATER PIPELINE ~ • O(, l't(/i-Vlf)._I -MICROFI ·"'r D ' ·sHEET 0 " \ ... , .. ~-----~----·· ...... -- µM~o:.... ,--.:::0.:::::14:..,:TE=--T""'"-----:--:--:=-.:R:,;'E~V.,=::'/S~l:=::ON.~S:':"' "r"-------,-.c..A.;..R.;..'P._'R-"-0-'VE.;;..D-tl DESt(.iAtED, ~...:z:::'/..::'J.:..:z:t.1.:.~::~:....i-...:R.:..::~;.:Y'.;.:.1::..s.::-e,:..:o::::.......:...l"l::.~.:.;&.~w.:...,..,fi"::;.,,,.;P-,_ .. .:_~;;a~. :...,F.;.",;:"-~ e;"':"".:-------+-,..,.---;-;--t':l(LL_,_--w=""•~:;:;•:;:•~·, "r~.._--1 3-1"-,2 REV/SEP PER REC'IJRP P~AWl!V&;ff J. UJ :;:_ o I 0/t. lH: • [t,Q. =--· ~-11--4-----4-----------------"':'\----+-----1 CHECKED, ~· . ~ ' GINEERING-SCIENCE D SIGN • RESEARCH • PLANNING 16 NORTH QII.KS A.VE. • P.O. BOX 7107 • PASADENA, CAUFORNIA 81108 OFFICES IN PRINCIPAL CITIES ~ .__J IMNEIW«ll wmll llSlllll L. fl'/IIOJECT EIVISINEER ,::: r PROJECT MANAGER . • IRVINE RANCH WATER DISTRICT SAN JOAQUIN HILLS R10AD RECLAIMED' WATER PIPELINE 1 PLAN AND PROFILE TA66+50 TO STA 7?_.+42.881 • 0" ·1, LI 6~ l~\-.Zl' _ ... L L- . -·-- ' • SHEEr .l - ·-. -. ----==r: "·: :._: -- -· " : ' ..........:;_- -- - -- - . . --- ---• .. . . "' 1, Q 'f: ' w"'" IC .. , . . ,. ···-·· l- ··--~r:.. ,_'.'llji_ ... \. Iii-I -r;_·"- -'t"'..:t ~~ 1:-... - - . ---- --' ' .. -. -..... - \ i ~" O-' . ' .. ..,. -"'--l --' j -- ---c_ --~ - ., ~ -if~ --·- ' .: -~ llb--.+-t---+---t--.c-. +:---l.cc.--1:--- --···.::;:::-----=-------. ------ • No. } DATE 7-25 30 0+00 ?ROFILE REVISIONS Mou,rtEu .~_..,,"l?!J:Es .4', e, c I' o I ~W30 APPROVED .. i --_-__ 1 l r ·-- T - ' -1.·1 :1.·.:··- ' -' - ' I -'. ' t ' - - • "1 I ------➔--- --- I PROFILE \ \ . I - , --_j__ -' I • • I l -J. 0+-00 I 0+00 PROFILE \ f -t-· -- ' z I PROFILE ' - j ' : ' . f-. : - .1 ··-·· +--i-+-f----f----11 I f· I --+---1-+_-_ +-+-t-,_ -+--+--+,--+,-+--1,'--·-··"· _·- ! ·• -I· .; • ___ .. DR, 19(15818)-A Sheet R-23 Of R-29 RECORD DRAWING (SEE NOTE ON SHEET NO. 1) ' PROFILES ---B, C & D • t SNEEr -.R23 OF !29 1 ' - ' _,,_-J ''i"t'i>i••, '-*~"'tc- •• ' . ·--· --· .. . f" ·-.,. --·--· . ..... ,. ---....... . • • ··--·---~ --r--------·· -· -----I----+---f---- --• I-__ _-_ ---l ~-• • ·--• -""1--- : i i i l I ' • t t -----+--... -+-... -T--r:-:-_·-_ ' l --. t . I l i 1 ·. I· --.i _j ... .: """'' -··t--·--------,..,. • ----------►--1 1--__ -__ +-'"""1_ "-'+-'c.;_ .r. --+, -t-+-+--'-1c.;c.;+"'+'"'. ~-:-=f:_ ~:::.·· '"'_ .. _:F, _=+: __ -=-=_fc'-+-+:::.c.;f-'.-.+=---+_ _ _ -:--~~: ~ ~-= ~,:-_ t ... ·.-..... __ :~,:. 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If--+-~, --1-+--+--+-- -- I : 1---'. • ---. 1+00 o+oo Z+4JO ~ •• , -· --! .. .,. i t j , ~--·f ! . __ __ ~ j '" ; + ' t ..: ! . T n _ • , 1+00 o+oo 2+00 1+00 o+oo o+oo 1+00 o+oo PROFILE PROFILE ..------,..---~~~P:eRO FI LE @__..--------~...:P~R:...:_O FILE PROFILE ~ ~ 2' wrc//arv• r------- , . it•d I uol1tt" D1si9n lim116 for slop• or I • // 11, _______ 510P sure arg,. ,,1pico/. 1 z_:l I -j t..-LJ..--c----Masonry ccoo~~ct,on ~-----------LJJ VV #4 Tot . .J Ground line front fa C H=6'-0" ,,, Pi ace expansiofl joints ·1_1 \...__ at 40'-0" cc max. I ' 2" Cement mortar cap--.._, (l't---.,A) F=;,c::::H-::::1=:='·8=.="=,:::1--4.-r-.1!-l+..Jl..h-.JII~ I I I • I I I 16" I • • • I I • • 16" 16" ' I I • I I I 16" I II II I I I .. I I I I • • -II • " I II II l II I -I 16" / Omit mortar from vertical joint In first course above proPosed ground line at 32" centers for weep holes. FW all cells with \ Extend caulking 6" below finished grade. ELEVATION ... .. RY CONSTRUCTION .. 6'-0" ,H 4'-8", ,H 3'-4" .-DESIGN CRITERIA: ...,__ __ .::£:::::.-----'l,,,. kW premo!ded expansmn Joo oo[ /0/CII Ii/fer Caulking ) L r 1rn11 SECTION A-A • Masonry: Im 500 p~i Reinf. Cone.: ( r 300 psi Earth 120 µcf. f'm 1500 psi I, f'c 3250 psi ts 24,000 psi ,a psi n 10 2' Surcharge Equivalent ffuid pr • ~-3G pcf to~ determtnation of toe pressure 2. j 27 pcf for· determination of heel pressure. rted Surcharge: i art.f-i pressure determined from Rankine's formula 0 :,:-r 42' Minimum allowable soi.1 beanng ca.µar..:ily of foundation material 2000 psf. 't l' 'I 't • T ,ii -,, 'I 'I' , 't ~ • 'I 't 1, 1' 't ,'I t ' . ·-., I +00 • 4 Toi 2 , DR.19(15818)--A (/ LJ . ~~s j Sheet R-24 Of R-29 Typd D,siqn H B W t--· ----· B @ -- 8 (jj: 8 ..--- Foolinfl cone, 4'-o' "4116*4116 6 51/6 ,,,, 4 1-0' .,,,,,6 "4116 "411/6 "58/6 "41116 '4• /6 "4 II /6 "4• 16 •5• /6 w H 4' 8" m -E Front face • -' finished ground I~ 1-----'11 ... #4J @ 12 ~I," 2'-0" i----...;J.c:::'-'=--i .......... #4 @ 12 ELEVATION 1 Layout line t• I:~~ -- L ____ -----Cu.Ft,/L,F. 2.5 2,8 J,O .J.3 3.6 ~J)clETcO Ll.!..::0 ' PLAN ' FOOTING STEP DETAILS j -------+--- ,, "I \ -------- APWA MASONRY TYPE 4t:JI/RETt4/NING ~---.\ \ STD PLAN 6/6-0 - , \JJ-':l 2-~,-~-- --; i RECORD DRAWING ' (SEE NOTE ON SHEET NO. 1) DATE REVISIONS ' APPROVED #f.S~D: • i /// /A -/Jr//, -~ ,:l, ~; 4. ' IRVINE RANCH WATER DISTRICT 7/..:T~.Mo M,jOrrrEo l"',RcJ,:rLeS &· E \ -. -~#f✓.r ENGINEERING-SCIENCE fl , -,;-,-., PR0.1Ecr ENGINEER --I<"" ~---·---______ • -I -PROFILES 3 -18 •92 !ftf/1/SIFD ffR /eECORO L)R,4W/A/GS (/2, 'f,,_. -DESIGN•RESEARCH•PLANNING L...-~~ r PROJECT MANAGER l·2J-s.. . ---~-.. -.~_I PE_ L._1c. AN. __ -_--_R_rc ___ L··---RO_A. __ D' -'6-1-!12 PEl,cTE.0 l?ET,4/N/N(l WALL LJETAIL. 1.,l. D~~i"--,---' 70NORTH,..{ROAKSAVE.•P.O.BOX7107•,,,,SNJEN,,CAUFQIM .. ,rao ~~ • -/ ,· ~ • . I A-~ -B-& C 1 i µ ''"+'9 .... -.;;;;2...;;-,..,;,./--+-,f.;.;;;.'Elll;.;.'/.S,;.;.'E,;;;..'l)..;.;VE.;.;..'/? .... 7~.;;;.'t'AL_H._;'El◄_'dfl...;;T...;;a.;,_'r_VA_U..;;.'{T...;;~.;,_T_P....;.~"-.... l'i...;;i'tc.;;;.t_"E_'_' _...__.11.u,'•u.r·l-"''":i,,.,c:.a ~;#',lf:J~S, -' : OFF/CESfNPRINCl""'-CJnES WAm!lfflliT 1---=-~~...,',,J{~-----:,~""'./ ___ .... 7--,_---,-.. --:..""'('7'-....,.... ______ '2.,;, __ -..,-,J-, .. -,.·-t=RECLAIMEDllw ATER' TRANSMISSION MAIN_ ----- l1,._..,j~----i...------------------------·-----'-,1'l..,j1., ________ 1,,, _______________________ .... ~-----..,jl.. ______ • __ ... .;-;.. _______ .,;,.,_ _________ ..:;_-....1·~■--.11.---------..l,---'"l!'------------~~---,--~~~i.:-~r----:~r,1~~ -p-..-,., ~5'lt).A __ MlcR No. &. • to ··{. - ---;- \QI ----j-- 1 ~--). SHEET R24 OF --·---·---, J/8" g X 4" STAINLESS STEEL ANCHOR BOLT CAST IN SLAB (2 EACH AT 180° APARTJ ___ _,,, .. ___,,,, AIR VACUUM AND AIR RELEASE VALVE-SIZE GALVANIZED STEFL VENTED PIPE COVE!f PER PLAN AND PROFILE SHEETS-~ .1> .... -!:::=:::1'~~--;"~1>=t--3/8" liJ STEEL LIFTING HANDLE 1> I> 1> " • WELD NECK FLG. (FOR J" ARV DNL YJ 90° ELBOW 5" LONG X I //2" DEEP -2 ON OPPOSITE SIDES VALVE BOX PER 3 1------1--- LEVEL OR SLOPED UPWARDS TOWARD ARV ~-INSULATING FLG. STT J//6" STL. PLA 1T Gb----,--c-,----,---<TYP EDGE OF SIDEWALK, AS APPLICABL PROVIDE PVC SLEEVE SLEEVE TYPE CPLNG. W/THRUST BLOCK 5£CT!ON@) OR FLEX. GROOVED ,RESTRAINED CPL/NG. • W/NO THRUST BLOCK No. DATE FACE OF CURB • I SECTION@) /8" MIN. FACE OF CURB SIDEWALK 6'WtD£ Of?, lE~s, VENTED PIPE ~VENTED PIPE J'OR WIDER PARKWAY IIFNTED PIPE SIDEWALK~' • CASE I CASE 2 CASE 3 SIDEWALK NOT ADJACENT TO CURB SIDEWALK ADJACENT TO CURB ARV ASSEMBLY LOCATIOM PLANS AIR AND VACUUM VAL VE ASSEMBLY@ SP/RALLY WOUND REINFORCING WIRE-~ CEMENT MORTAR POURED IN FIELD CEMENT MORTAR LINING NOT£: AS REQUIRED >-v ·--.. -~· ·-.:~•·; ::· CEMENT MORTAR COATING ~-CEMENT MORTAR PLACED IN FIELD ~-CL[ARANCE BETWEEN BELL AND SPIGOT ON DIAMETER . 062" MIN., . 125" MAX. WELD STEEL PIPE IN ACCORDANCE WITH GENERAL NOTES FOR DISTANCE ON EACH SIDE OF FITTINGS OR ANGLE POINT PER@ PIPE INSIDE DIAMETER LAPW[LD STEEL WA T£R PIP£ 4 ASSEMBLED JOINT SECTION N. T.S. REVISIONS APPROVED DESIGNED• tK!W ~+-----+------------------+----~-1,0RAWN• CAM 1---l------1--------------------i--------lCHECJ:£D• CEG FIL£ NO. \OGN\PHRZG\ZGDETI. DGN SIDEWALK OR FINISH GRADE PAVEMENT G~~ VAL vr aox--.__....,...., CONCRETE BOX PAVED AREA B';coMPAN!ON FLANGE WITH 22 " TAP FOR FIRE HOSE CONN. CONCRETE PAD IB"x/8" PRECAST CONCRETE BOX W/ TRAFFIC TYPE COVER, WALL THICKNESS 5" MIN FINISH GRADE .P(J. -:P @VALVE BOX.,., ••• B';coMPANION FLANGE WITH .~Ji;. 22 " TAP FOR FIRE HOS£ CONN. ~-·-~-.· ~-.. -•, ..... ....... : 10" MIN MAIN 5'-0"MIN LEVEL OR SLOPED DOWNWARDS - \_ PEA GRA Vf:.I OR CRUSHED ROCK 9" DEEP 8"x4" FLANGED TEE BLIND FLANGE NOTES: I. FOR PRECAST CONCRETE BOX LOCATIONS, REFER TO DETAIL I. 2. PIPING AND GATE VALVE SHALL BE 150 PSI MIN. WORKING PRESSURF EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS. BLOW-OFF@ .,,,--THERM/TE WELD WITH DIELECTRIC COATING PER@ {TYPICAL/ 5££ NOT£ NOTE: ALL GASK[TED JOINTS IN PIPE FITTINGS, VALVES AND COUPLINGS SHALL BE BONDED. VAL V[ JOINT BONDING ASSEMBLED JOINT SECTION N. T. 5. \ THERMITE WELD WIRE CONNECTION, TYP. --~ THERMITE WELD CAP, TYP.-~ #2 A WG JOINT BONDING WIRE. 5££ SPEC'S. FOR NUMBER or WIRES PER JOINT. NOT[: ALL DIP JOINTS SHALL Bf BONDED EXCEPT WHERE /NSULA TING JOINTS OR FLANGED JOINTS ARE SPECIFIED. D: la Pa JOINT BONDING - ASSEMBLED JOINT SECTION PROJECT ENliINEfR ... RCE 24114 DATE ff. PIPE-- t I LENGTH OF PIPE /Fl. J ON £AC/I SIDE CF ANGLE POINT OR FITTING !AS WELL AS TH£ FITTING !TSEIF) TO BE FIELD WELDED OR RESTRAINED . PIPE PIP[ MATERIAL/DEFLECTION ANGLES LOCATION Sil[ STEEL D. I. P. (lJ I/NJ (2)90° 45° 22 .1°,,1 :)•90°0 45° 22j_ 0 II J. o 2 · _..:_ __ ,} ___ I 2 4 GENERAL 4 N. A. N. A. N. A. N.A. /68 50 /3 4 GENERAL 6 N.A. N.A. N.A. N. A. 259 76 20 5 GENERAL 8 N.A. N. A. N.A. N. A. 346 102 27 7 GENERAL 10 N.A. N. A. N.A. N.A. 434 128 JJ 9 GENERAL 12 /JO 38 /0 3 519 153 40 10 GENERAL /6 f 71 50 13 4 682 200 52 14 GENERAL 20 210 62 16 5 838 246 64 17 GENERAL 24 247 73 19 5 985 289 75 20 GENERAL IOX6(l 70 278 REDUCER Q GENERAL 20X/6 76 304 REDUCER (j) VALUES SHOWN ARE FOR £OU/VALENT THICKNESS CLASS OF DIP WHERE CLASS /50 PIPING IS SPECIFIE.D FOR THE STEEL PIPE OPTION. FOR CLASS 200 PIPING, MUL T!PLY THESE VALUES BY !. 25. FOR CLASS 250 PIPING, MULTIPLY THESE VALUES BY 1.50. FOR CLASS 275 PIPING, MULTIPLY THESE VALUES BY I. 625. (?; TEES, BUTTERFLY VALVES & BLIND FLANGES SAM£ AS 90°ELLS. /FOR TEES, PIP£ LENGTHS SHOWN ARE FOR LATERAL LINE ONLY -MAIN LINE DOES NOT NEED TO BE RESTRAINED}. (]) PIPE LENGTHS FOR LARGER LINE ONLY~ SMALLER LINE DOES NOT REQUIRE RESTRAIN/NG. @ WHERE LATERAL PIPES ARE NOT LONG ENOUGH AS REQUIRED BY THIS TABLE, SEE GENERAL NOTE 24. N. A. = NOT APPLICABLE PIP[ THRUST RESTRAINT SCHEDULE 3 WITH fltLD WELDED DR RESTRAINED JOINTS t I FIELD TOP .l. ti ,---'f-----~ FIELD SPRING LINE JUMPER ROD SEE DETAIL AT RIGHT WELD TO -_ _,_,,~• BELL SPIGOT [ND _j ________ _ L/2 BELL END TOP VIEW SPIRALLY WOUND REINFORCING WIRE--~ CEMENT MORTAR COATING-~ PIPE INSIDE DIAMETER CENTRIFUGAL CEMENT MORTAR LINING---' CEMENT M,ORTAR PLACED IN FIELD -----' SECTION A-A WELD TO SPIGOT • CEMENT MORTAR POURED IN FIELD CLEARANCE BETWEEN BELL AND SPIGOT ON DIAM[TER . 020" MIN., . 064" MAX. ~---RUBBER GASKET NOT£: J{Jl,(f'[R ROD OETAIL DR.19 ( 15818)-A Sheet R-25 Of R~29 CML&C ST[lL PIP£ JOINT BONDING 6 --+-=--t ALL STEEL WATER PIPE JOINTS SHALL Bf BONDED EXCEPT WHERE JOINTS ARE FIELD WELDED, .OR WHERE INSULATING JOINTS OR FLANGED JOINTS ARE SPECIFIED. ASSEMBLED JO!NT SECTION -------ECORD DRAWING ($E NOTE ON SHEET NO. 1) • IRVINE RANCH WATER DISTRICT SHEET ~ ~ ll!lll!!lllll2J IIYINE RANCH WATER DISlRIC PELICAN HILL ROAD MISCELLANEOUS R0!5 :!FJ~~ANAGrn z.t:J. "' ZONE G RECLAIMED WATER DETAIL$-i 129 ! ~~::::==::!:===:::ir~F,a~;:[:;J=1-Z·=r f=I~=~~=ORNG~2f!:.~L _____ T~R~A~N~S~M!!_I S~S~l~O~N!,__!M!!,!A~I N~S~ ____ j_ __ JM!!!IC~Rw;o~FEJl!LJMS· D C-_,_, • 0 . 1-i -l ' \-Vt-.)--::4 02.:_12-9G R: 0~ -s ~ r i ... I ~ ! 1 1 -:£. PAVEMENT ,_ ZONE ~\<-J fl::~ ..••... 0 V) ~ ...:__!.,_~ -~-~·-~- '-----+ ~ ,< ---- ~-NATIVE OR IMPORTED BACKFILL AT CONTRACTOR'S OPTION TO BE BROUGHT UP IN LIFTS ANO COMPACTED--~ SEE ROAD IMPROVEMENT DRAWINGS FINISH GRAD[ P[R ROAD --____ L~MPROV[MENT DRAWINGS-~------ --~ -- ~-Ex. ROUGH GRAD[ LIN[-,-+-_,, PF,c: DOMESTIC & Rl:.CLAIMED WAT[R P!P[L!N[ rROF!L[S 8" MIN. 83 BARS ~ 12" 0. C. TRANSVERSE STEEL VARIABLE, DEPENDING UPON PIPE SIZE AND SOIL CONDITIONS (6" MIN. )~-----a ~- ,---½--PAV[M[NT, TRENCH & STREET ZONES, SEE CASE I r--2" MIN. !,v----)1----:-:----z, 1 ¥CRT. B[ARING SURFACE HORIZ. TYPICAL PROFIL£ ~----ADDITIONAL BLOCKING AS DIRECTED PIPE O.D. + 4 OR 4': MIN. TYPICAL BEARING SURFAC£ TYPICAL BEND T££ ,PIP[ FOUNDATION _ _I __________ _ I I ....___ SAND [QU/V. I I I ./'-... \ ½ JO MA T'L. _/ I ,,,,;, r I L --'---"" • -J~FOR UNSTABLE SOIL ______,,L ----J CONDITION SEE NOT[ 4 I /" TO if N MAX. GRAVEL AS DIRECTED I 14 • MIN. -6'~ 8" & I 0" PIP[ [i" MIN. -12" PIPE & LARGER CASE I CASE 2 TYPICAL NORMAL BEDDING OVERWIDTH BEDDING NOTES: !. TRENCH WIDTH AT TH[ UPPER LIMIT OF TH[ PIPE ZON[ SHALL BE WITHIN TH[ FOLLOWING LIMITS FOR TYPICAL NORMAL BEDDING. FOR UNSTABLE 1 SOIL COND., I SEE NOTE 4--~1 ---I - ----} ~ iZW r---------i I I VARIES -I ..,__I- -__ ! ---· ww;;z #4 BARS • LONG. (TYP. J----,,-., '·--:::::::::::: 2" MIN.- CLR. n ~ n .;y" & 0.,.... ~ ~---#4 AT 24" C. C. /TYP. J ~-CLASS J , <'.': CONC. '-c~ • <: -.;.~ FOR UNSTABLE '°' -;;,, SOIL COND., ,i,-· --~Jf.:,----'L S££ NOT£ 4 I I I I ------I I I i---·· VARIES ·1 l r--,,---.!=t---::::-=-::;_,-=;:::1-==-===-::::::= -t----------+ ----------____ I '--I--... L J'-J" SPOOL & PLUG'--~ CROSS PLAN '!RENCH ELEVATION ~ SECTION BARS £ND CAP NOTES: I. THRUST BLOCK BEARING AR[A BASED ON ALLOWABLE SOIL BEARING VALUE OF 1500 psf PRESSURE AND 225 psi TEST PRESSURE: ITPJ WITH J'-0" COV[R MINIMUM. FOR BEARING = 1000 psf, !. 5 x AREA SHOWN FOR BEARING = 500 psf, J. 0 x AREA SHOWN FOR 325 psi TP, I. 4 x AREA SHOWN FOR 300 psi TP, I. J x AREA SHOWN FOR 250 psi TP, I. I x AREA SHOWN FOR 200 psi TP, 0. 9 x AREA SHOWN (A) MAXIMUM TR[NCH WIDTH-0. D. PIPE OR BELL PLUS /6"(8" MAX. EACH SID[ or PIPE). (8) MINIMUM TRENCH W!DTH-0. D. PIPE OR BELL PLUS 12"(6" MIN. EACH SIDE or PIP[). CASE J 6" MIN. j CASE 4 6' MIN. VERTICAL , M/1.//MUM SIZE or THRUST BLOCK BEARING SURFACE B r-"''D 2. ALL THRUST BLOCKS SHALL 8E CLASS J CONCRETE c.,v, AND PLACED AGAINST UNDISTURBED SOIL. 2. OVERWIDTH BEDDING SHALL BE USED WHERE THE TR[NCH WIDTH AT TH[ UPP[R LIMIT OF TH[ PIPE ZONE EXCEEDS THE MAXIMUM WIDTH SPECIFIED ABOVE. J. OVERW!DTH BEDDING-MAXIMUM TO BE DETERMINED IN FIELD BY THE DISTRICT INSPECTOR ON THE BASIS OF OVERW!DTH EXCAVATED. CONCRETE ARCH CONCRETE E!\fCASEMENT PIPE SIZE 4• 111 o 4 HOR!Z. l'-6" B[ND 221 o 2 VERT. HORIZ. 0'-9' /1-6,, 4. IF UNSTABLE SOIL IS ENCOUNTERED, THE DISTRICT !NSPFCTOR MAY ElFCT TO REQUIRE CASE J OR CASE 4 TRENCH CONDITIONS IN AREAS or D[EP UNSIABLE SOILS. DISIR!CT INSPECTOR TO DETERMINE 'bEPTH or REMOVAL AND SIZE OF FOUNDATION ROCK. 5. FOR INCLUSION or DIRECT BURIAL CABLES IN DOMESTIC WATER TRANSMISSION MAIN TRENCHES, REFER TO TYPICAL PIPELINE SECTION ON DRAWING SHEET RJO. PIP£ BEDDING AND £NCAS£M£NT DETAILS([) 6" 8" 2'-6" l'-0" 2 1-611 J'-0" /'-6" J'-0" A. C. PAVEMENT (FOR FINISH GRAD[ SEE ROAD IMPROVEMENT DWGS.J ---, CONCRETE COLLAR FOR PAVT. CONDITION ~ ~ • ~ 6" 24' DIA. FOR JRT 26" DIA. FOR 4TT VALVE BOX RECLAIMED WAT[R BROOKS 4TT lf&C 4TT J&R 4-T FINISl-!£0 GROUND SURFA C£ (SEE ROAD IMPROVEMENT DWGS. J ""' ,r,,-,--i---,,i •• e--'--'--f¾c----L •' CLASS 2 CONCRETE COLLAR (TYP. J VAL V£ STEM EXTENSION P[R ® ,--jf----8" PVC SOR JS SEWER PIP[ FOR VALVE WELL MAT[RIAL BACKFILL AROUND VALVE: WELL /RON C()VER WITH WORD "IRRIG. " FOR RECLAIMED WATtR L/N[S. VAL VE PER D[TA!L I AND SECTION 02223 GATE VALVE SIZE DIMENSION A WATER OR RECLAIMED WATER MAIN VALVl (GATE VALVE SHOWN) CLASS J CONCRETE ANCHOR BLOCK . ' ' #4 STEEL REINFORCING • BARS COATED WITH MINN. MINING & MANUFACTURING [C-244, KOPPERS CO. B!TUMAST!C . NO. 505 OR APPROVED EQUAL ' ONLY TO EXPOSED PART or REINFORCING BARS I () . . I I . . . I I . I • I ' I . I \ I I • I . \ I I • I • I ' I • .. • • ' • I • ' • • TRENCH WIDTH PL/JIS 2x PIPE DIA. 6" OR SMALLER 8"---- 10"---- A 12" I]" /4" VAL V£ AND VAL V£ BOX INSTALLA T!ON GA TE VALVES & BUTTERFLY VAL V[S a.:N~o::.;._.:::DA:.:.:T:.::E'--~------'--Rc.;;;E;.;_V::.:lS:.::i.:..coN-'-'S'---------,---A_PP_RO_VE_D_-i OfSlGNEO• WJW 1-+----+--------------------t------;ORAWN• CAM 1-+----+-·--------------------t-------; CHECKED• CEG FILE NO. \DGN\PHRZG\ZGDE:2. DGN ENG l'NEER I NG-SC I ENCE DESIIGN • RESEARCH • PLANNING 75 NORTH FAIR 0A'K5, P.O. BOX 7107 PASADENA, CALIFORNIA 9/109 OFFICES IN PRINCIPAL crrIES B 12" 14" /6" STREET t --,-..____ PIPE __j iTYP. J VAL VE /TYP. ! -OPERATOR f TYP. )-StT NOT[ J /0" J'-9" l'-9" 12" 4 '-J" 2'-J" TYPICAL BUTTERFLY VAL VE OPERA TOR POSITION NOTES: !. VALVES SHALL BE ISO PSI MIN. WORKING PRESSURE AND SHALL MATCH WORKING PRESSURE RA TING OF ADJACENT PIPING. 2. PROVIDE VAL VE STEM EXTENSION IF DEPTH TO J. VALV[ NUT EXCEEDS 4 FEET. SEE DETAIL~- BUTTERFLY VALVE OPERATORS SHALL 8[ LOCA ED ON TH£ LEFT-HAND SIDE OF TH£ VALVE (AT TH£ TEE OR CROSS) AND LOOKING THROUGH TH[ ,AL V[ TOWARD THE PIPE END. 4. WHERE CONCRETE CROSS (;,'UTTERS WILL EXIST AT STREET INTERSECTIONS WHICH WILL INT£,7FER[ WITH VALVE BOXES, THE PIPELINE SHALL 8£ MOVED TO A POSITION OF 7 FEET OFF THE CURB FACE TO CLEAR CROSS GUTTER. CHECK ALL PLACES PRIOR TO FIELD CONSTRUCTION. 5. VALVES TO 8£ LOCATED ADJACENT TO FITTINGS Wf![REVER POSSIBLE USING FLG. VALVES. 6. VALVES BOLTED TO FITTINGS WILL NOT REQUIRE ANCHOR BLOCKS. ]'-9" 4'-3" N DATE ~/4,1£"1~~~'4,.~~~___.;F·'1Jff: CNIJIN£ER 2-:23-tf/12 RC£ 24114 ~ -~ IRYllE RANCH WA TEA DISIRICI BEND VERT. o--9" l'-0" /'-6" I '-9" 2'-J" 45o BEND 90° BEND HOR!Z. VERT. HOR!Z. VERT. /'-6" l'-0" 2'-J" !'-]" J' -6" /'-6" 4'--611 2'-J" 4'-J" 2'-J" 5'-6" J'-0" 5'-0" 2'-9" r-olf J'-6" 51-6" J'-6' 8'-J" 4'-0" TEES & CROSSES HOR!Z. VERT. /'-6" I '-0" 4'-0" 2'-0" 5'-0" 2'-6" 5'-6" J'-J" 71-0" J'-6" BLIND FLANGE HOR!Z. VERT. I '-6'j l'-6" 2'-0" 2'-0" 4 '-6" /'-6" 4'-6" 2'-6" S'-3" J'-0" J. REINFORCING STEEL SHALL CONFORM TO ASTM A IS AND AJOS !NTERMEDIA TE GRADE. 4. CONCRET[ SHALL NOT EXT[ND ONTO FLANGE or ADJOINING PIP£. 5. THRUST BLOCKS SHALL BE CONSTRUCTED ON CROSSES WI TH LATERAL STUBOUTS AND ON PIPE ENDS EXCEPT WHERE WELD[D, FLANGED, nR RESTRAINED JOINTS ARE SHOWN. 6. FIELD WELDED OR RESTRAINED PIPE JOINTS MAY BE CONSTRUCT[D IN LIEU OF THRUST BLOCKS FOR 4-INCH TO /2-/NCH PIP[ PER@. THRUST BLOCK DETAILS 7. FOR 16-/NCH AND 20-INCH PIPE FITTINGS OR ANGLE POINTS, DO NOT CONSTRUCT THRUST BLOCKS. CONSTRUCT FIELD WELDED OR RESTRAINED JOINTS PER®· NTS NOTES: .,---CAP SCREW ,,---A. W. W.A. 2• SO/JAR£ OP[RAT!NG NUT I/B' WELD ==;::;:~::::::,.1---6f 'DIA. rt" SPACER PLATE 12" BELOW TOP OF OPERA TING NUT 14----1.J. "SOLID, ROLL OR SOUARE STOCK iPINN[D COUPLERS AR[ UNACCEPTABLE) I/B" WELD ---SOCKET FOR 2" SQUARE OPERATING NUT 2" ~-1,f"D!A. ~-2 HOLES, !" DIA. '----6f "DIA. SPACER PLATE -PLAN /. PROVIDE VALVE ShM tXTENS!JN WHEN DEPTH TO OPERATING NUT EXCEEDS 48" <FABRICATE EXTENSION TO FIELD MEASUR[MENT -S[E NOTE 2. ) 2. NO VAL VE STEM EXT[NS!ON SHALL BE LESS THAN 2 FEE: IN LENGTH. TERM/NAT[ EXTENSION 24" TO 36" FROM FINISHED GRADE, J. PROVIDE ADDITIONAL SPACER PLAT[ WHEN DISTANCE TO BOTTOM SOCKET EXCEEDS 5 FEET. DR.19(15818)" A Shee_t _.1'~26 _oi R"29 E. ,;F. VAL V£ STEM £XTl-l'f_S!ON (~) £~P J-ll-9C ,;, ;i No. C 28498 "' ::;: REGORD DRAWIN (SEE NOTE ON SHEET NO. 1) MISCELLANEOUS DETAILS II -_.,.,._._ -- SHEET R26 OF I - !29 •. J • .l 9,-90 C; ,}J •• • • i ' s !.. ~ .. II' i "" - ,, ' ,, I No. STA o+oo = / RW STA t;/+58./0 ZONe G RWTM (SIIEET R·/1), /~11X/~1' TEE ;a'' RW~ SecS:PARATe C/IANG!= OROete tec~uesr f'ROM l/.4N OffLL t ASSOC. ~---''---;-+-----~ - 8UR!EO !IP8FV I ~ (AA/SI CL. 300) "' w;ex7e;.1oeo O 1 ~ 5Tt:M $ NUT _____ i_·,. I OPeRATO~ _/ I 5TA !fG7.GG !JW STA !'25 r 7'3,02 (S/./eET W/4) ?4 11 x ;i;" r~e l ------------+--+-+------__ ----+--+-~-1----f _!'II!( Rlf L/Nc STA /+13.33 BOTT$ TOP\ Of RISfR !0 118ACKFLOW P~eVeNTER --_ ~1 CTYP) f(&" 8F {TYP) _/ I 5TA l f.?3.33 50TT t [OP Of RISER NOTES: /, 0/M!:NSIONS SNOWN Al<l: FOR. STEEL PIPG, ~CP!f DIP, CONTRACTOR 5/,JALL SUBMIT 4HANGES FO!(. AGEWCY'S R€VlfW, '2. FOR. PROr!LE., 5€€ ® TEMPORARY DW SERVICE TO RW SYSTEM PLAN 1 3/au=/1·011 W/4,RII TO B= useo UNTIL fi€CLAIMcD WATER 15 AVA!lA8L€ TO ~w SYSTEM. ~. DATE REVISIONS APPROVED 8•/4,,l!fO Aooeo New Sf/T ~27 TO ZONE Gt DWG;S DESIGNED, J, V, ENGINEERING-SCIENCE DESIGN • RESEARCH• PLANNING 75 NORTH FAIJ=I OAKS AVE.• P.O. BOX 7107 • PASADENA, CA.LJFORNIA ,111og OFFIClES IN PRINCIPAL CITIES ~-+---+--------------------4-----1 CHECKED: W.J, W, GOS GOO 5'10 EL 603,50± ti .. _, DMNE RANa1 WAIEIIOCD,i 0 \ ' ., -DRY PACK OR / ... ._. "' 5Tt€1. 5/.ll/v1S ' C cl (J) w I / SECTION 3/8//: I'· 0 /I OR CL 500/P PROFILE I GOS GOO 590. 8 MATcRIAL NOTE'S: ;e/'x 1011 TEE ANO /G I1 8L!NO FLANGE GROOVeD. ,~I.AN6EO El BOW. GROOVED iYPEi MECH, COUPI..ING. FLANGED ELBOW, RESILIENT WEOG!! 01< GATc VA!ve, NR5, FLANG/:0, @ REOUC/:0 PRE5SU!ee 8ACJ!,'._fl0W PREVGNTER GAi!: VALVc'S Sf/OWN AS (§) G) R€/Nf0RC€0 CONC~ETE SUPPOf<i a., i;,J/CKNESS: NOMINAL P!Pe 1)/AMETER(M!NIMUM) b. w1or H: Pt Pc 01A + 18 11 C, SU~Y: /vf!NIMUIV1 l'Z I1 {Of< A5 OIR€CTED e,y INSP€CT0~ fOt< UNSTA5Le Gl<OUNO) · d, RE5AteS: ~4-6AR5 @G 110, C. !!AC/I WAY ('2 8A"1S MIN. V€f<i!CAL) DR.19 ( 15818)-A Sheet R~27 Of R~29 12:(]5!14 NOT 8 CONSTRUCTED 0,47E PROJECT EN6/NEEH J"-/5:'-'P PHO✓ECT MANA6ER f. /S - IRVINE. RANC.H WATER DISTRICT1 _ : . -_ PE.LI.CAN_ Htl~L ~QAP DOMESTI_C WA TE_A & '.RcC_LAIMED 'WATER;TRANSMISSIION MAINS • RECORD DRAWING (SEE NOTE ON SHEET NO. 1) ZONE G RW CONSTRUCTIO-N CONTRACT R2 ~=--~C~H~A~N~-G~E~O~-R~D~E~R~tJ~· ~ 7 SHEET -PELICAN I ULL RQA9 pt. OF .SEGM-ENT "A" CONTRACT 29, Ml ) ~ No. DATE ✓ro'-7 2s 90 ,, ~ 3-t:J-92 I, ~ 7-/6-!)0 IJ':>-'l'I l-2B-~I .6} 9-2-:n - • CASE I 16" X IO" ECC HEDUCER CASE 2 12" X IO" £CC REDUCER PR. CL. 275! PR. CL. !50 ◄ ◄ ►1.. ► .. A. N0rfS: /. VALVE SHALL BE H.P. ANSI e£Aj5 !50-Z85 P.$1 WORK/Nt.; fi.ESSIJRE, WAFEl?•ll/6 TYPE (NOT FLAN6£0 AS Sl(()WN) l-l----/0"0 RW i.---/0"0 RW 311, J.S. PIS(. 11·4 pl 9.S. 5HAFT,, RTFE SEAT, AS MAHf/FACTllRED BY DEZVl<fK OR EIUAl. 6" PIP£ VENT-- I O''x811x811 T£F----.j VIC7AULIC ~ l2'-3" I ~ PG ' I f-i'--□ --+----t----Jllh-: 2" PRV PIT ~~£ ~ 2. CONTRACT()/? SHAll A/J./UST PIMfNSIONS AS NECES.SA/tY TO AllOW SI./FFICIENT CLEARANCE BETWEEN THE 8" !"RV ANO 8" HP !JFV. 3. Z~ P!?V SHALL BE ANSI CLASS 250-3~ PSI WORKING PRESS!Jl?E. '+---+--,+-~------1-3" P/?Ej~I.JRE RELIEF VALVE 3"x2" RED. CPL G. ---------,.-___,__,-3" HP E#l'V'=-t~ (AN6LE TYPE) CLAS£ 2SO (ANSI) JQI) PSI Wf)lfKIN6 MESSU/1£. ClA-Vlll /IIIONL 50A-IJI M EQVAl. ~-VAL VE BODY WIDTH I +6"MIN. (TYP) ' ~-6" PIPE VENT PR.CL. 2751 PR. CL. !50 ◄ ... ..... .. ► PRESSURE REDUCING VAL VE CASE I PRV NO. 3 @ STA. 51,-71 (PHRJ CASE 2 PRV NO. 4 @ STA. O+ 75 (SJHR J A --HOOK ALL AROUND EXCEPT A T HA TCH OPENING. PIPE VENTS ALHAMBRA A-2/53 OR EQUAL (TYP) -·--- SCALE: 6?" = !'-0" RIO R/6 (f'~()F/LE5 R24) M • SECTION £ SCALE: l" = I '-0" It. TOP Or //Al/LT rLUSH WITH Gl£)eWALK AT Pl?V NO. 4 ONLY -~,--__,.~_,__..,__ ______ _._~-=~- I I I I ~g_.; 00 \'----4'-"'' x :J' J)etf'P It:: Cl?tJSHt:J) ROCK_____.:0 .ff'~ ARO!JNl) THE ~feESSUR€ l?ElJt/C/1(6 --~i,~--+---'!r----~t<-"-- VAL/IE IIAlJLT rl-----+--LIMIT SWITCH SEE I ,, SPECS SECTION !5100 Z'-0" .+---+--PRESSURE GAG£ ON DOWNSTREAM SIDE ~rlll':-.=i=--±--Jlbi!!irit=:--~lvjt-1f:-t--:ti~ -rt:. EL. 6 I 0. 50± (STA. O+ 7 5,._._Pj'H.jR¢;J~:t==1===~~~~ ~r-1-t=!:~:!:r~::~=r-1~-it->..: . EL. 619. 50± (SlA. 5/1 71, SJHRJ ••• "ii <>"au ~~! I;"~~~ £L. 608. 50 (STA. O+ 75, PHR) $, BOP REVISIONS REVISIONS REV/SEO ?ER REC<'.?R.O ZJRAW/NGS AOOE/J .3 "f"RV, PIPING TO YENT, & NOTE§ l?EJ/ISEP .PRV VAllt.T lJIMENSIONS £1 /'-0" MIN. (TYPJ--i ~-ECCENTRIC OR 8"x4" CONCENlRIC RtDUCERS ARE ACCEPTABLE APPROVED DESIGNED• I~ , /J ;',i,-. DRAWN• i I, • Ir JI -~ li'EYISEO VERTl(AL HEIGHT tJr VAllLT ATP.RV ,Vt! 4 PA/LY I 'I .. JI CHECKED• I ,l EL.617.50 (S{A.5/rlf, SJHRJ \ ------DRY PACK OR PROVIDE STEEL SHIMS (TYPJ---- NON-if£INFORC£D CONC. VAL VE SUPPORk 5EE SECT; ii (TYP.) H ENGINEERING-SCIENCE D[SIGN • RESEARCH• PLANNING 75 NORTH FAIR OAKS, P.O. BOX 7107 PASADENA, CALIFORNIA 91109 Df.}JCES JN f'HJNClf-'AL ClHf:.S SECTION ~" I -A • .I 1NS :1G~~~~-~-~ -~ IIIVIIIE RANCH • WATER DIST , P. 1/E!fllrz -L > , ---- ALL VERT #4 @ 12 EF #5 @ 12 £F FROM TOP TO 6'-0" BELOW GRAD£ #5 @ 6 EF FR0/\1 6i-O" BELOW GRADE & DEEPER 7 ei'-O" G' 0" n ~ I (TYP. )I • 4 DIAGx4'-0" LONG (80TTJ BEND AS R£0'D TOP PLAN SCALE: i" = / '-0" I '-0" ' c::, I ~ t~a1 B 0) ~ 'SI-¾ RIO R/6 GA/_ V. STEEL LADDER PER ES STD. Di'VG. 055. 9. I A T THE END OF SPECS. SECT. 008/0. • ~ ' #4 CONT AROUND CORNFRS-~ ~~ -.__ ss 4'x6'ALUM. BILCO HATCH 0 1 3:=~"- , c:, ,I (\J , _I ---- DATE PROJECT EN"INffR tf'-/"J 7...&IA RCE 24114 PROJECT IWIAGER J '-3_ • f"o .. ·---.. - RC£. 28f!IB IRWD .'SSISrANT DIRECTOR or [NGlNEERINt; 8, .oLANN[NG r.wr. ~UlR4 TYPE JD -3 AL ' ~ I!,: ~ --------+--'-" <::I ct;~;~~r=:='======71.,--., --Et.EV. VARTES ;;:: ;:::: l:; ~ ~ r,.c .. ~ '~I , C.i C [;j C) I [;j <:c l,:' .._ t;: '- ----I'-V) -1-r-, ·--1-V) c::, • • ~ h: V) V) @, ll, I I ti ~ ,~ 1-s.. I -.__ "' ~ ~ ~ y ~j~ /,, ,,5 I ~ 2'-0" 1-s.. TYP. #4 @ /2 DOWELS \tJ-.;s.v .. -s IRVINE RANCH WATER . DISTRICT PELICAtJ HILL ROAD ZO~JE G RECLAIMED WATER lRANSMiSS.QN MA~~:S DR.19(15818)-A Sheet R-28 Of R-29 RECORD DRAWING (SEE NOTE ON SHEET NO. 1) -. ·-•· MISCELLANEOUS DETAILS Ill (PRV 'f '• SHEET R28 OF 27 M~CROFILMEDQt.l°I ll,.VI " r---,..--Y[LLOW #8 UPSTR[AM . TEST BOARD--'"i f'-6" -~-GREEN #8 DOWNSTREAM -COVER MflRK[D "CP TEST" /r--CLASS 2 CONCRETE SLAB FLUSH MOUNTED TEST BOX / / LOCATION PER ffi /' --VJ.!!.!} / --FINISHED GRAD[ f'-6" so. i.-~~_=-c0 -----i MEDIAN CURB P[R ROAD --,.,~,-;~?,=;.,~,:-,-~~,,,.,--;..o_,,,~_--.--+--CONSTRUCTION PLANS • Oi> "~ ~ -=~ ~-~ -✓~·~;:::.-/,,,-..,,;. :" ~ "!,,/ /.,-..'<s..Y .m~,,... ... i • ! ----... _, • ' : ' 1 "-, __ TF'iivi !NAL BLOCK., 111 I SF[ WIRING DIAGRAM { YELLOW #S---~ __ --J.::: ii THIS DETAIL UPSTREAM YELLOW "8 i~i~ 1,. _,,,,--SLACK LOOPS (TYP. J fGR££N #8 "-,. 1-THERMITE WELD WIRF CONNECTION (TYPJ [OR fJOWNSTRFAM 1 • / DIP OR SP PER DETAIL®-GREEN #8 ------+1--+--.. BLACK #l2-------/; f 12" MAX CLEAR, [DG[ OF [L[CT!loD[ ~II/ 2 /-T. 1, II TO EDGE OF PIPFLIN[ ~, ~"T i MIN. I -------------2 FT. • 1 ____ ______ P[RMAN[NT Cu/Cu 504 _-', ~ "'"' . R[F[R[NCE ELECTRODE f !0-YR. ----1~ ----------"------DOMESTIC WATER SERVICE LIFE) -----TRANSMISSION MAIN 0--~ )--z----~ ~ ' DISTANCE a ~ 80 f I. + WH[R[ DUCT/ £ IRON OR STEFi CYLINDER W£lGHT ~ 35 LBS/FT. DIST/INC£ u ~ ?00 FT. :'.: WHERE DUC7/LF IRON OR 'Jf£L CYLIND[R W[IGHT > 35 LBS/FT. RECORD ACTl1AL DISTANCE "a" o~: CC ~·,;_;-LJHAWIN6'S -=C"---'-A _,_,__TH-'--""O'-""-V-'---"'! C"-------'--T[ S_l ~c;~:r A~T~! 0~11/~ (8 FON NON-INSULATED PIP£ JOINT\ N. T. S. NOTES: I. FEMALE BANAN,1 P; ·,cc SHALL BE USED ON ALL !tRM!NAL TEST BOARDS WH[~E AC 0/i 1:c c'iJLTl1GES ARE AN FL£CTROCUl!ON HAZARDS le.g FAULT CURRENTS OR !NDur·co AC FROM PARALLELING AC TRANSMISSION;! ..... :. I MALE TERMINALS SHALL Bl USfD ON ALL TFRMINAL TEST BOARDS cc,;,/'F 2. THERE IS NO ELECTROCUTION HAZARD. " 3. TEST STATION LO~~TID~S .:,?!4 WN ON PIPE PL.4NS. FOR TYPICAL LA Yt,~ otE ---! , -.. SP OR VlP I Hl:.i?MITf ... /tLV CONNECTION, PER t=) I TYP. J ,-DIP THEF?MITE. WELD C0NNE.CTION / PER CULLE.CTOF! SEWER DRAWINGS I iTYP. J I I r ,2,, Ult' _,_; 1 C ________ --====L==~--======----------~ I ,()NN[CT7(W PER I i DOMESTIC AND I RE.CLAIMED WATER : 1 DRAWINGS • __________ : --/-__,~2.o"_ZONE o ~'~ ____ i _____ ····· -== 0 c_______ -J._ -1~-----------· --·--:t-1----CTS FOR ss WHERE SHOWN ON : I I I COLLE.CTCH SEW!,R DRAWINGS I TYP. J I I I I . . l~ I : I : ZONE D RW C. r.s. \.::_,/ YI/IE.RE I I 1 12" OR 24" / , ' .I I SI/OWN ON LONE D RW PLAN AND ________ i _ _J __ .,._.i ________ ----L1J_ --=:ROF~iE DRAWINGS. (TYP.) o::::: ---------r-. J -r -------------,---1 ---r -- ' I I I I .,,.~ .2'flYE:_!.,.I ... ;" 1~ f ... ' f... !,._~Dw c. T.s.CJwHERE SHOWN ON f • ~ OW PLAN AND PROF ILE DRAWINGS I TYP. J I LOCATIONS PE.R PLAN & PROFlL: • DRAWJNG5 I APPROX. i 500 INTFRV !! '> J CATHODIC PELICAN HILL ROAD TEST _STA TIO!, LOCA T!ON ~~~s~ (J) +---------1DRAWN• CAM --+-------; CHECKED, cu:; TEST BOARD--'"l !'-6" -COVER MARKED "CP TEST" /-7'.i:~5T{c~;~;1f~R@.\L.AB ~---FIN/5,1-/£D Gi?/1Df ------:::===::i::-~c--i:=r-::~ro~r;:::;;--jH~-.... _--:._-_-MEDIAN CURB PER ROAU -CON<;TRUCTION PLANS l'-6"SQ. / /2 ... '"-.::/' /. ' ,t> ~ -.... /: ~.~, ' : ; FLUSH MOUNTED TEST BOX I i 11 I 111 I I! I ~ TERMINAL BLOCK, I 111 ,-· ~~ ~ SEE WIRING DIAGRAM THIS DETAIL, -~SLACK LOOPS ( TY,0 • ) l GRF[N #8 --- DOWNS TRE ,vi GREEN #2-------1-,1-----i THERM/TE WELD WIRF CONNECTION (TYP. J FUR DIP OR SP PER DETAIL ffi GELLOW #2 UrSTRFAM YELLOW #8 -----.-,, 2 FT. MIN. '-DOMESTIC WATER TRANSM!SS!ON MAIN DISTANCE o = 80 FT. + WHERE DUCTILE IRON OR STEEL CYLINDF.R WE/GHT -~ 35 LBS/FT. DISTANCE a = 200 Fi. ~ WHERE DUCTILE IRON OR STEFL CYLINDER WEIGHT > 35 LBS/FT. RECORD ACTUAL DISTANCE "o" ON AS-BUILT DRAWINGS AT-GRAD[ BOND STA T!ON FOR INSULATING FLANGE N. T. S. NOTES: I. FEMALE BANANA Pl UGS SHALL BF USED ON ALL T[RMI/VAL TEST BOARDS WHERE AC OR DC VOLTAGES AH[ AN ELECTROCUTION HAZA.RDS (e.g. FAULT CURRENTS OR INDUCED AC FROM PARALLEL/NG AC TRANSMISSION LINES.) ?. MAL[ TERMINALS SI/ALL Bf USED ON ALL TERMINAL TEST BOARDS WHERE T4(R[ rs NO FLFCTROCUIIUN HAZARD. 3. AT GRADE BOJ;ID STATION LOCATION SHOWN ON PIPE PLANS. FOR CONTINUATION TO AT-GRADE. BOND STATION, SEE. DETAIL ffi FOR coNTINUAI10N ro ABOVE-GRADE BOND .STATTON, SEE_pETAIL@ (!' TO CAT!iC:JIC TEST ST.aTION, SE.E. :7ETAIL\_~_, THERM! TF WF! D I TYP. J I WHERE N!.P iIIV,SULA TIND JOJIVT ! I I I ! , I i STA. (PER PIP[ PLAN & PROF/L[) CONNECT TEST LEADS AS SHOWN IN l',CCORD!!NCt Wl!H In£ FOLLOWING PA'OC[DURE: A. R[MOV[ ANY EXISTING COATING IN A SOUAJED AR[A AT [ACH CCNNFCT!ON POINT AS RFOUIR[D. B. EXOTHERMICALLY WELD THE BARE END or 7HE N()"2 TYPE TW TEST LEAD r1IRE IN [AC// AREA. !HERMITE WE.LOS SliALL BE A MINIMUM OF 2 FE.ET APART. C. CUT AND REMOVE .ANY UNWELDED WIRE EN[ IN EACH ,~REA. D. FOR CML & C SP SET BOX AROUND W£LD, AND FILL EACH AREA WIT/! c)UICK SETTING MORTAR. FOP DIP, REPA !R DAMAGED COil TING AND POLY[THYLENf ENCASEMENT PER SPECS SE.CT. !5069. ::LE?o~ro ~::aoI;~~~~~~[ATi~;~~NDS~~::[L' TIO~.s.@ OR ABOVE. GRAU/c BOND STATION. :::=l=/=➔=·~;J,=X=. =.;P,~=T;,.,=1<'.)~(=/L:, ====_:::::=:::~==--~-~: I /4·:-:;:-•• ~c1~PP_t._R-, ... ,,,-. -.-~----------,7 H~CKBOARD, PER OTHF.R / PER OTHER Pi.fi , ,c.F: ) DRAWINGS -,,..---_-_-_-_-_-_-_-_'+--+--D_R_A_w_1N_G_S_!T_Y,_PJ_-!-1 __ DR_A_.w~·1_1✓c_:s ________ _,, NEMA 4X'---. ENCLOSURE PER OThER DRAWINCS RESISTOR PER DTHER DRAWINGS: 0. 56 ohm, 400 WT. 7 FIXED CONTINUOULSY WELDED TAPS ON CERAMIC INSULATOR, WITH BOL I ON WIH!N(; TERMINALS AND SR,155 HARDWARE. I TYP. ! -l ' ~---, I ------------~~====:~~~¥--\ I I \ Lso •··'° Mi,,··/-!.''!\/' , ' \ 1"",,.ir, ,~),j,! I PER ";t, JRAW/N~-;s. ; -rP!) : ----I I 2" CAL VAN/ZED SlErL ' ' I CONDUIT"-'·----------~ , • ~~I <t::;;:J ~----ii' 24'. ZONE. n FIW ~ #6 1 we ---··· ·~ ~~J,, ,-I (PER OOMFSTTC WA TFF: & ZONE. D I l , RECLAIMED W4 T[R Tfl.4NSMTSSION I l \ ·' ., .-.-·v·JR ., ••• ,. •7,··-"'"N'-,-noN -L .. M!; ,_ ... r vu ff i/Vc.._ULn .. ..J c...,L//V, Cull TO 50 ,~MP, 50 M I SHUNT. NFMA 4X [NCLOSUf•( AND ALL INTERIOR [OU!Plv![NT TO PROVID[D P(R GTHFR DRAWINGS IN tHIS CONTflACT. ;JJ.IN DRAWINGS J ---------:er-~.'-. . I I • '--i : I 12" DIP 55 :PE.f/ ·'---------1-1 +-----------·--------- CCLLECTOfr" '5EWE.R. t I DRAWINGS J -----~ ' ~ 16" ZONE G RW · ·, :::_ ------------i-y---·-_, ___________ ------r....____- ABOVE -GRA!_)t_-BOND ------------- N. T. S. DR.19(15818)-A • Sheet R-29 Of R-29