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HomeMy WebLinkAboutR_5844_S. ·--' t-. . . 1. / i .. !::::,. .. .. .. .. ... .. --. --·. --·-·-··· -..... --.. -. . .-----···-----...,:· . . . . . -... -. . -. . :·~. ·,~ -. ...... . . .... ---·~--------·---·. -.. ---·-~---·-·-•·-·-r-··-c·-~--"·t-·· • •• • ····y-· ·-· •• ---··-·"~~-·0··--~---~~\; "· , 1--------------,,<;...-----,-'----------------'-..;._------------------------------------------------------'fl'----------------'-------------------+------------------------'----~ ,I l / i 2 FOR HNFORMATION ONLY, RETAINING WALLS TO BE INSPECTED BY OTHERS UNDER SEPARATE PER1'1IT. (100) --100·- FlOWUNE EXISTING CONTOUR PROPCSEC> CONTOUR SLOPE CENTERU~JF. TRACT BOUNDASY RiGHT OF W/J.Y ~-~-~--·--~ --~-.. ,.-~ D/-\YUGHT CU1 LINE ,,.-FIL~~-----CUT-FILL LINE INV GR ORk. Hp L.P. ( ) NOT!CE. TO APPLICANT_/ DE.VELOPER: • FLOWLINE INVERT. TOP OF GRf.\T[ GRADL BREf.,J< HIGH POINT THE APP:.JCANTt / DEVELOPER WILL NOT;~-y Al L Gf_NfRAL. CONTRACTORS, SUBCONTRACTORS, MAT[RLe,L Sl.!PPUERS, U:SSEES, AND PRDFfRW OWNERS WiTHIN THE iRVINE CO.AST COMMUN:Tf THAT DUMPll<G Of CHE,tCALS INTO THE STORM DRAIN SYSTEM OR WA1H!SHED IS PROHIB:TED (MCDP E1't".4.3 -132/5--15,) . (A) ALL CONSTli!JCTION VEHICLES OR EOUIPlffNf, FIXED OR MOBILE, OPERAIED WITHIN 1000' or .A DWELi.iNG SHALL BE EQUiPPED WllH PROPERLY OPERAT>f<G AND MAINTAINED MUFfcERS (BJ ALL OPt'RA"."!ONS SHALL COMPLY WITH ORANGE COUNTY CODIFIED ORD1NANCE DIVISION 6 (NOISE CONTRO~) (C) STOCKPiL!NG AND/OR VEHICLE STAG:NG AREAS SHALL BE LOGAlED AS FAR AS ORACTICABLE rnm, own LING';. NOTICE TO CONTRACTOR: ALL UNDE.RCROUND UTIUf!ES OR STRUCTLl~C) REP0RiU) R'l' fHE OWNER OR OTHERS. AND THOSE SHOWN ON THE. RECORDS EXAMINED, ARE !NDICATED WITH THUR ,\f'PROXIMATC LOCATION AND EXTENT THE OWNER, BY ACCcPTING i HESE PLANS OR PROCEEDING WITH IMPROVEMrNTS PURSUANT THfRE:O, AGREES 10 ASSUM! LIABIUTY AND TO HOLD UNOEHS:GNED HPRMLt:SS FOR ANY DAMAGES RESULT!NG FROM THE EXISTENCE OF U!'JDERGROUND UTilll!ES OR STRUCWRES NOT REPORTED TO THE UNDERSIGNF.D, NOT iND!CATED ON THE PUBUC RECORDS EXAMINtD, LOC.sTED Al VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINcD. THE CONTRACTOR IS REQUlqED TO TP.XE DUF PFF.C?Jl:"IONARY M~.ASIJRES TO PROTECT THE UTIUT!ES OR STRUCTURES :-:iHOWN AN.[\ ANY OTH[R UTiunts OR STRUCTURES FOUN[) AT TH[ SITE IT SHALL BE THE CONTRACTOR'S RESPONSIB1Li1Y 10 NOTIFY THE OWNERS OF 1HF. l.lT!llllE S OR STRUCTURES CONCERNED BEFORE Sl~RTINC WORK. THE EXISTEtKl AND LOC/\flON OF ANY UNllf.flGROUNll UliUlY PIPES OFi STRUCTURES SHOWN ON THIS PLAN ARE OBTAINrn BY A SEARCH OF AVA,LABLE ,,[CORc•; TO 7HE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTIUTIES E,CEPT AS SHOWN ON !H[SE PLANS. i~f CONTR~CTOR IS REQUIRED TO TAKE DUE PRECAIJTiOiiARY MEASURES TO PR'.JllCT TH£ UTlLITIES :-;HIJWN N~Y OTHER UNES OR STRUCTURES N07 SHOWN ON rHLSE PL#l;. ALL COC·iTRACTORS AND SUBCONTRl,CTORS PERFORM1N•:, WORI\ SHOWN ON OR RE:.ATED TO THESE PLANS SHALL cmmuCT TY[IR OPERATlm,s so THAT ALL EMPLOYEES A,[ PROVIDED A SAFE Pl-ACE TO WORK AND THE l'UBUC IS PROTECfED. All_ CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WffH THE "OCCUPAT!ONAL SAFETY AND H~A.IJ"H RF:GULATiONS" OF THf-_ U.S. DEPA.RTMENT OF !.ABOR, AND W!TH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELAT!ONS' ''CONlRUCllt)N SAfffY (Jf~DER<.t fHE CIVIL. tNGINEER SHAU_ ~JOT BE RESPONSIBLE lN Ar~Y WAY /:QR THE CONTRl\CTORS', AND SUBCONTRI\CTO~S COMPLIANCE Wl:H lHl "OCCUPATIONA:. SAFEii AND HEAi.TH REGUU\liONs'. OF THc U.S. DEPARTMU,T OF LABOR OR WITH THE STATf OF CAUcORIO, DffARTl,ffNT OF INDUSTRIAL RELAT;ONS' "CONSTRUCTIC,, SA,ETY ORDfRc:'. CONTRACTOR FURTH[R AGREES THAT HE SHALL ASSUME SOU;" AND GGMfJL[H. RE:~PONSi9JLITY FOR JOB SiTE CONDITIONS DURiNG THE COURSE OF CONSTRUC!lm~ OF THIS PROJECT, INCLUDING SAFETY OF .b.LL PERSONS .A.ND Pt~OPERTY. THAT TH!S REOUiREM~NT SHP.LL /1.PPl Y CONTINUOUSLY AND fiOT 8E L!Ml-:-EO TO NOF~MAl. WORKlflG HOURS. AND THAT THE CONTRACTOR SH.ALL DEFEND, INDEMNIFY AND HOLD fHI OWNER AND THE GNGINE[R HARMLESS FROM ANY AND ALL ll.<BiLll:, REAL OR ALLEGED, N CO,NECTION WITH THE PERFORMANCE OF WORK ON TH'S PROjECT. EXCtPTING FOR LIABIUTY ARISING FROl1 THE SOLE N[GLEGENCE OF THE OWNER OR THER ENGINEER. THE [STiM/\TEL; QLJ,t..NTlT!ES , ARE. OhLY FOR THE PURPOSE OF OBTAINi~G THE NECE.SSARY PERMIT. AND CDC ~NG!NEERING, INC DOES NOT CUl,RANTCE THE .ACCURACY OF THE ESTIM.ATED QUANTITIES THE CONTRACTOR SHALL PERFORM HIS OWi, QUANTITY TAKEOFF BEFORE SUBMITflNG A BID FOR ANY PORTION OF THE IMPROVtM[NTS covrnrn BY THESE PLANS. NO REVISIONS 1. ALL WORK SHALL BE IN ACCORDANCE WiTH THE GRADING CODE OF THE COUNTY OF ORANGE AND ANY SPECIAL REQUIREMENTS OF THE PERMIT. A COPY OF THE GRADING CODE .~ND i,!ANU.sL SHALL BE RF.TMJED ON THE ,JOB SITE WHILE wo,qK IS iN PROGRESS. WHcN REFl]<ENCED ON THE PLANS. A COPY OF EMA STANDARD PLANS SHALL ALSO BE RIT/\INED ON THE SITE. 2 GRADJNG SHALL NOT BE STARTED WITHOUT FIRST NOTIFYING THE OISTRiCT GRADING INSPECTOR. A PRE -GRADING MEEilNG ON THE SITE IS REQUIRED BEFORE START OF GRADING WifH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DES!GN CIVIL ENGINEER, SOIL ENGINEER, ENGINC:ERING GEOLOGIST, .DISTRICT GRADING iNSP[CTOR AND WHEN REQUIRED THE ARCHAEOLOCiST N,D PALEONTOLOGIST. THE REQUIRED INSPECTIONS FOR GRADING WILL BE EXPUJNED Al TH!3 METTlNG. 3 ISSUANCE OF A GRADING PERMIT DOES NOT ELIMINATE THE NEED FOR PERMITS FROM OTHER AGENCIES WITH REGUL~TORY RCSPONSIBIUTIES FOR CONSrnUCTION ACTIVITIES ASSOCIATED WITH THE WO'<I( AUTHORIZCD ON THIS FtAN 4 THE GRADING PERMIT AND AN APPROVED COPY OF THE GRADING PLAN SHAi.L IJE ON THE PERMITfED SITE WHILE WORK IS IN PROGRESS 5 PRELIMINARY srnL AND GEOi.OGY REPORTS AND ALL SUBSEQUENT REPORTS AS APPROVED BY [MA. GRADING SECTION. ARE CONSIDERED A PART OF THE AP!'ROvEO GRADiNG PLAN. 5. iHE SOIL ENGINEER AND ENGINEcRING GEOLOGIST SHALL PERFORM SUFfiCiENT INSPECTIONS ANC\ 8[ AVAILABLE DURING GP,ADING AND CONSTRUCT!ON TO VERIFY COMPLL4.NCE WtfH THE PLANS, SP[CIFlCATiONS AND rHE CODE WIT/Ji~~ THEiR PURViEW, 7. THE CIVIL ENG!NEEP SHALL 8[ AVAILA.BLE DURING GRADING TO VERIFY CCh~PUANCE WlfH THE PLANS, SPECIFICATIONS, CODE AND, ANY SPECtA:_ CONDITIONS Of THE PERMIT WITHIN THEIR PcRVIEW 8 THE SOIL ENGli1[ER AND [NGINEERING GEOLOGlST SHALL AFTER GLEAR'NG .AND PRIOR TO 7HE PLACEME,/T OF FILI. lei CA.NYOr,S, INSPECT EACH CANYO', FOR AREAS OF ADVERSE STABIUTY AND TO DETERMINE THE PRESENCE OR ABSENCE OF SUBSURFACE W;\T[R OR S?RlNG FHJW. iF NEEDED, SUBDRAiNS WILL BE DESIGNED AND CONSTRUCTED PRJCR TO THE PLACEMEN] OF FIL~ Ill E/ICH REPRESENTATIVE CANYON. 9. SUBDRA.IN OUTLETS SH,,.LL Bi:: COM?LETED AT THE BEGINNING OF THE SL:GDRAIN CONSTRUCTION. !O THE EY.ACT LOC.AT!ON OF THE SUBDRAINS SHALL BE SURVDED iN THE FIELD rnR UNE/GR,,DE AND SHOWN ON AS-GRADED PLANS. 1 J . /\REAS ll1 RECEIVE F!l.L SHALL 8[ PROPERLY PREPARED AND APPROVED IN WRITING 8Y THE SOIi. ENGINEER AND TH[ BUILDll<G OFFiC!A.L PRIOR TO PLACING Fill. 12. FILLS SHALL BE BENCHED INTO COIPETENT MATERIAL PER EMA SiANDARD PLA.N NO. 1322. 13. ALL EXISTING FILLS SHALL BE APPROVED BY THE BUILDING OFFICIAL OR REMOVED PRIOR TO PLACING ADDITIONAL. FILLS. 14 FILLS SHALL BE COMPACTED THRCUGHOUT TO A MINIMUM OF 90% RELATIVE COMµACTION AGGREGATE BASE FOR t.SPHALTIC AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION. MAXIMUM DENSITY SH~Ll BE DITcRMINED BY UNIFORM BUILDING CODE STANDARD NO. 70-1 OR APPROV[D EQUIVALENT AND FIELD DENSITY BY UNtORM BUILDING CODE STANDARD NU 70-2 OR APPROVED EQUIVALENT. i 5 CUT AND Fill SLOPES SHALL BE NO STEEPER THAN 2 FOOT HORIZONTAL TO 1 FOOT VERTICAL (2: 1) EXCEPT WHERE SPECIFICALLY APPROVED OTHERWISE. 16. ALL CUT SUJPES SH.I\LL BE 11,VESTIGATED BOTH DURING AND AFTER GRADlflG BY THE ENGIIJEERING GFOcOGIST TO DETERMINE IF ANY SLOPE STABILITY PROBLEM DnSTS. SHOULD EXCAVATlON DISCLOS[ ANY GEOl~OGiCAL HAZARD~; OR POTENTIAL GE◊' OGICAL HAZ~.RDS, TH[ ENGINEERING GEOLOGIST SHALL SUBM!T RECO.\IMEND:D TRl:ATMENT TO THE BUILDING OFFICIAL fOR APPROVAL. 17 WHERE SUPPORT OR BUTTRESSlr,G OF CUT .l;ND NAWRAL ScOPES IS DITERMINCD TO BE NECESSARY BY THE ENGlriEERING GEOLOGIST AND SO!L tliGINEER, lHE SOIL ENGINEER SHALL SUBMIT DESIGt,, LOCATIONS AND ()\LCUlJ.TIONS TO THE BUILDING OfTIClA.L PRlOR TO CONSTRUCrlON. THE ENGlfiEERING GEOLOGIST AND SOIL ENGINEER SHAL.L 'NSPECT Ali[\ CONTROL 1H( CONSTRUCTION OF THE SUTTRESS!NG AND CERTIFY TO THE STAE!IUTY 0:-" THE SLOPE f,ND ADJACENT STRUCTURES UPON COMPLETlON. 18. WHEN CUT P."DS ARE BROUGHT TO NEAR GRADE, THE ENGINEERING (;[OLOGJST SHALL DETERMINE if lHE BEDROCK iS EXTENSIVELY FRACTURED OR FAULTED AND WILL READILY TRANSMIT W4TER. IF CONSIDERED NECESSA.RY BY THC [NGINEERING GEOLOGiST /.\ND SOIL ENGINEER. A COMPACTED FILL BLANl<ET WILL BE PLACE'.). . i9. ALL TRENCH BACKFILLS SHA.LL BE TESTED A~Q APPROVED BY THE SOIL CNGINEER PER THE GRP.DING CODE. 20, ANY EXISTING IRRIGATION UNES N,D CISTERNS SHALL BE REMOVD OR CRUSHED IN PLACE AND APPROVED BY THE BUILDING OFFICIAL !\ND SOIL ENGINEF.R. APPV'D SOILS ENGINEER GEOLOGIST Ail.O1Ap0LD§ISI: t11CHAEL E. MACKO PALEONTOLOGIST:_ pAUL LANGEl<W,"'l\lcil, 1I LEIGHTON & ASSOCIATES, INC. 2121 ALTON PARKWAY IRVINE, CA 92714 (714) 250-1421 [ici) l r,\ LJ u PROPERTY OWNERS. COAST AP.. 550 NEWPOl?T CENTER DF!IVE NEWPORT BEACH, CA. 92658-8904 {714) 7202668 21. ANY EXISTING W_ATER WE,LS SHALL BE" A8ANDO!✓tD IN COMPLIANCE WITH THE SPECIFICATIONS APPROVED BY ORANGE COUNTY, HEALTH CAR[ AGENCY, AND DIVISION Or· ENVl:lONMENTAL HEALTH. ,,, "" ANY EXISTING CESSPOOLS AND SEPflC TANl,S SHALL BE /1.BNiDOtlED IN COMPUANCE WITH ";HE UN:~ORM PLUMBING CODE TO :HE APPROVAL OF EMA/BUILDING INSPECTION, 25. SfOCKP!UNG OF EXCESS MATERIAL SHAl_L 8E APPROVED BY THF 8Uil.DING OFFICIAL PRIOR TO EXCAVATION. 24. EXPORT SCIL MUST BE TRANSPORTED TO A LEGAL DUMP OR TO A. PERMITTED SITE APPROVED BY THE DISTRICT GRADING INSPECTOf,. 2b. THE PERMIHEE SHALL COMPLY WITH THE GRADING CODE REOUIREMENTS FOR H.~LIL ROUTES WHEN AN EXCESS OF :,,000 CUBIC YARDS OF EARTH IS TRANSPORTED TO OR FROM A PERMIHED SITE ON PUBUC ROADWAYS. 26. THF PERMITTff IS RESPOtiSIBl[ FOR DUST CONTROL '"EASURFS. 27. THE PERMiTTEE SHALL GIVE REASCNABLE NOTICE TO THE GWNER CF ADJO'NING LANDS ANO BUILDiNGS PRIOf, TO B[GINNING EXCAVATIONS WHICH MAY AFFECT THE LATERAL AND SUBJ.'\CENT SU?PORT OF THE AGJOINiNG PROPiXfY. [HE NOTICE SHALL STATE THc INTENDE!l O[PTH Of EXCAVA1 ,ori AND WHEN THE EXCAVATION WILL COMMENCE. THE ,\DJCIHING OW!IER SHALL BE ALLOWED AT L:AST 30 DAYS ANJ RE~SONABLE ACCESS :JN THE PERMITTED PROPERTY TO PROT[Ci HtS STRUCTURE. IF HE SO DESIRcS, UNLESS OT riERWIS[ PROTECTED BY LAW. 28. ALL CONCRETE STRUCTURES TH,T COME IN COIJTACT WITH THE ON-SITE SOILS SHAU BE CONSTRUCTED WITH Tiff V CEMENT, !JlsLcSS DEEMED UNNECESSARY BY SOLUBLE SULPHfcTE-CONTENT TESTS COhDUCTEO BY THE SOIL ENCll<EER. 29. SLOPES EXCEEDING 5 FECT II< HEIGHT S1°/,Lc BE PLANTFD WITH AN APPROVED PLANT MATERIAL IN ADDITION, SLOPES EXC[EDING i 5 FEET :N HEIGHT SHt,LL BE PROV!DED WiTH AN A.PPROVED iRRiGAT!ON SYSTn~, UNLESS OTHERWISE APPROVED BY THE BUILDiNG OFFICIAL. .30: ALL EXISTING ORAJNAGE COURSES THROUGH IHIS SITE SHALL fiEMAiN OPEN UNTIL FACLITJES TO HANDLE STORMWATFR ARE fl.PPRrJVtD AND FUNCTIONAL; HOWEVER, 'N ANY (:/\SE, THL PERM:TTtE SH.l\i.L BE HELD LLI\BLE FOR ANY DAMAGc DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS 31. SANITARY :'ACIUTIES SHl,LL BE MNNTAINED ON Hit SiiE. 32. THE LOCATION AND PROTECfiON OF AU UTii..iTiES IS THE RESPONS!BILJfY OF THE PERMITTEE. 3' APPROVED PROTECTIVE Mc-1\SURcS !,ND TEMPORARY DRAINAGE PROVISIONS SHALL GE USED TO ?ROTECT i1DJOIN!NG PROPERTIES DURING GRAO:NG . 34. GRADING OPERATiONS INCLUDING MNNTENANCE iJf. EQLIIPMENT WITHIN ONE-HAL< MILE OF A HUMAN OCCUPANCY SHAi.L NOT Bf CONDUCTED BF.TWffN THE HOURS OF 8 P.M. fs.ND 7 /1.M. DPJLY. ON SU~DAY OR ON A FEDER.At HOUDAY. A. ALL CONSTRUCTiON VEHICLCS OR EQUIPMENT, FIXED OR MOBILE. OPERATED WITHIN 1,000' OF A DWELLING SHALL BE EQUIPPED WITH PROPERLY OPERArlNG AND MAINTAll1ED MUFFLERS. B ALL OPERATIONS SHALL COMPLY WITH ORANGE COUNTY CODIFIED CR81NANCE D!VISION 6 (NOISE comROL). C. STOCKPILING AND/OR VEH!CLE STAGiNG /,REAS SHAU. BE LOCATED AS FA.Ii AS PRACTICABLE FROM DWELLINGS ,\ND WITHIN THE UMITS OF GRADING PfRMIT. .35. GRADING AND EXCAVATION SHALL BE HALTED DlJr,:ING PtR!ODS OF HIGH WINDS. ACCORDING TO AOMD MEASURE F-4, HIGH WINDS ARE DEFINED AS 30 MPHH OR GREATER TH:S LEVEL OCCURS ONL I UNDfR UNUSUALLY EXTREME CONDITIONS, SUCH AS SANTA ANA WIND CONDi1iONS. .36. ASPHALT SECT!ONS MUST B[ PER CODE: PP..RK!NG STALL\ ""' 3'' !v'C OVER 6" A/8, DRIVES 3~ t,fC OVE~: 10' (COMM.) 11' (l~!DUSTRlAL). OR: PR10R TO ROUCH GRADO: RELEASE FOR BUILDING PCRMITS BY THE OiSTRICT GRADING INSPECTOR. TH[ SOIL ENGINEER SHALL SUBMIT l'OR APPROVAL, PA\/tMEN1 SECTION RECOMMENDATIONS BASED ON 'R' VALUE ANALYSIS OF lHE SUB .. GflADE SO!lS, A.ND EXPECTED TRAFFIC INDICES. 37. l,SPHA!.T CONCR,ff SHALL BE cm,STRUCTED PER THE R[QUIREMENTS OF EMA STANDARD PLAN NG 1805. 38. AGGREGATE BASE SECTION SHALL BE CONSTRUCTED PER EMA. STANDARD NO. 1804. BASIS OF SEARINGS: Cl'.Llr·oR'JIA COORDINATE SYSTEM ZONE VI LINE BETWED,1 0.C.S. MUSTARD 2 AND C.C.S. PEUCAN HILL BEING N30"16'05"W PER R/S 86-1083 'GLENDORA () RE:Vl510N5 -+---------------+----+ ' ~---~--p-~· ~· '+-~~~~~~~~=-~------.,-----:1 , Kt!WSe iJRAOtll/G,i/01? RIE'l: W4tCtl8 ':slJP.!JIIT.IZ i SPECIAL NOTE: PACIF!C !!CW, PRIOR TO FINJ\L GRADE CERTIFICATION AND ACCEPTANCE OF IMPROVEMENTS BY THE COUNTY OF ORANGE, THE OV\INERS, COASTAL COMMUNl1Y BUILDERS/THE IRVINE COMPANY SHALL PROVIDE PRECISE, DIGITAL UNEWORKADJUSTING THE CENTP,AL COASTAL SUB-REGIONAL. NCCPIHCP RESERVE BOUNDARY TO INSURE NO NET LOSS OF THE ADOPTED RESERVE ACREAGE TOTAL IN A MANNER MEETING THE APPROVAL OF THE ADMINISTRATOR/PLANNING AND ZONING. DURINCl:./..0(,msrnucnoN. PERMITTlE SHALL DISPOSE OF SUCH MAlER!.A.LS IN A SPECIFIED AND CCNTROl.LED TEMPORARY .AREA 'oN-SITE, PHYSICALLY SEPARATED FROM POTENTIAL STORMWATER RUNOFF, WITH ULTIM~JE DISPOSAL IN ACCORDANCE WrTH LOCAL, STATE AND FEDERAi REQUIREMENTS 39 RQGF' GUTTERS SHALL SE INSTALLED TO PREVEIIT ROOF DRAINAGE FROM f"ALLING Qr~ MANUf/1CTLJFC£D SLOPES, 40. THE CIVIL ENG!NEER, AS A CONDITION OF ROUGH GRADE APPROVAL, SHALL PROVIDE A BLUE TOP WITH ACCOMPANY WITNESS STi1't(E, SET AT THE CEN,ER OF EACH PAD REFLECTING THE PAD ELEVATION fOR PRECISE PERMl7S AND A BLUE TOP WITH W!TNESS STAKE S[T Ar THE DRAINAGE SWALE HIGH PDHT RffLECTING THE HIGH POINT ELEVATION FOR PRELIMINARY PERMITS. 4 i. P,~IOR TO FINAL APPROVAL, THE CIVIL ENGIN[ER SH/,LL CERTIFY TO THE BUILDING OFf':CIAL THE AMOUNT OF EARTH MOVED DUR1NG THE GRADING OPCRAT!ON. 42. THE ENGINEERIHG GEOLOGIST SHALL PEFFORM PERIODIC INSPECT!ONS AND SUBMIT A COMPLETE REPORT AND MAP UPON COfAPLETION OF TrlE ROUGH GN'fll)iNG 43 THE GRADING CONTRACTCR SHALL SUBMIT A STATEMENT OF COMPLIANCE TO THE . .\PP ROVED GF>:ADING PLAN PRiOR TO FIN.AL APPROVAL. 44. THE COMPACTION REPORT AND APViWV.AL FRO!J THE SOIL ENGINEER SHALL iND!CATE TiiE TYFE OF Fl[LD TEST!~JG PERFORMED. fHE METHOD OF OBTAINiNG THE lt~-PL.ACE DENSITY ~;HALL BE fDENT!FiE'D WHETHER SAND com., DRM: Rl~~G, OR NUCLEAR, ANO SH.ALL 8[ NOlED FOR EACH TEST. SIJCFIClf.NT Ml,XIMUM DENSITY DETERMINATIONS SHALL B[ PERFCRME"D TO VER!FY THF. i-\CC'URACY OF THE W1X!MUM DE,S!fr CURVES USED LlY THE FIELD TECHNICIAN. IN THE cVENT THAT SOIL CONTAMINA110N JS O!SCOYERlD DURlr<G EXCAVAT!OM ,1\N[) REMOVAL or N~ EXiSTINC T4NK, WORK S:-JALL Bt S"fOPPED UNT!L A SITE t9SESSMHF AND MiT!GATION PLAN Ht,S BllN PREPARED, SUBM!TTED AN) APPROVc:D BY HC.A/ENVIRON"ENTAL HEALTH AND EMA/GRADING. tROSION COliTROl. 46, lN THE CAS[ OF EM[RGEr-lf.Y, C,h.,LL___ ANGEL TRESPAN[Y._l ___ _ AT WORK PHONE# (714) 494--6263 OR HOME PHOl-l[ #. ( 714) 720-2<.'l l 4 7. EQUIPMENT .ANO WOR,£RS FOR EMERGEMCY WORK SHALL 8l MADE AVAIL/\.BLE AT ALL TIMES DU.'llNG THE RAINY SE/ISOi, NECESSAR, MATERIALS SHALL BE AVAILABLE ON SIT[ A~D STOCKPILED AT CONVENIENT LCCl.Tl-:iNS TQ rACILITATE RA.P!D CO~JSfRUCT!ON OF TEMPORARY Dt\/lCtS WHE.N RAiN iS IMMINENT. 48. EROSION CONTROL ~·1C\i!CES SHALL NOT Bl MOVED OR MODIF!ED WITHOUT fHE' APPROVAL. OF THE 8LJIUW~G OFFICIAL 56. PERMITTFE MAY DISCHARGE MATERIAL OTliER THAN STORMWATER ONLY WHEN NECESSARY FOR PERFORMANCE AND COMPLETION OF CONSTRUCTION PRACTICES AND WHERE" 1HCt DO NO: CA.USE OR CONTRIBUTE TO A VIOLl,TiON or .ANY WATER OUAUTY STANDNib, CAUSE OR THREATEN TO CAUSI: POLLUTION, CONTAMINAfiON, OR NUISANCE; OR CONTAIN A HAZARDOUS SUBSTANCE IN OUANTi1Y REPORTABLE ·UNDER FEDERAL REGULATIONS 40 cm PARTS 117 AND 302. 57, DEWAJERlr,G OF CONTAMINATED GROUNDWAl ER, OR DISCHARGING . COl,:AMINATED so1,.s VIA SURFACE EROSION IS PROHIBITED. DEWATERmG .OF· NOii-CONTAMiNATED @OUNDWATER REQUIRES A NATIONAL POLLUTA~P: .• DISCHARGE EUMINATION SYSTEM PERMIT FROM THE RESPECTIVE STATE REGIONAL WATER QUALITY CONTROL BOARD. 58. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEF0.9E CO:JSTRUCTION ANO REPLACED AFTER CONSTRUCTION PURSLANT TO SECT<ON 3771 OF THE .BUSINESS AND PROFESSIONAL CODE. 9. 10 UNDERGROUND STORAGE TANK REMOVAL iN TH£ EVENT THAT SOIL CONTAMINATION IS DISCOVERED DURING EXCAVATION AND REMOVAL OF AN EXISTING TfaNK, WORK SHALL BE STOPPED UNTIL A SITE ASSESSMENT AND MITIGATiON PLAN HAS SEEN PR£P,WED, SUBMITTED AND APPl?OVGJ BY HCA/ENVIRONMEN~Htl\bl.H ... / AND £MA/G,0ADING. - ISSUANCE OF A GRADING PERMIT DOES NOT ELIMINATE THE NEED FOR •• PrnM!TS FROM OTHER AGENCIES WITH REGULATORY RESPONSiBIUT/£S FO.': CONSTRUCT/ON ACT/ViT/£S ASSOCIATtD WITH TH[ WORK AUTHORIZED QN THIS Pl.AN. _f!}GIT/V£ DUST ; A ?ERSON SHALL NOT CAUSE OR ALLOW THE £MISSIONS OF FUG!f/V[ DUST moM ANY TRANSPOPT, HANDUNG, CONSTRUCTION, OR STORAGE ACT/V/Tr SO THAT THE PRESENCE OF SUCH DUST REMAINS VISIBLE IN THE ATMOSPH£RE BEYOND THE Pi/OP[RTY UNE OF THE EMISSION SOURCE 2 A PERSON SHALL TAK£ EVrnY REASONABLE PR[CAUT/ON TO M/NIM{Z[ FUGJTIV[ DUST EMISSIONS FROM WRECKING, EXCAVATION, GRADING, CLEARING OF LAND AND SOLID WASTE DISPOSAL OPERATIONS. • 3. A PCRSON SHALL NOT CAUSE OR ALLOW PARTICULATE MATTER TO' £XCE£0 bO MICROGRAMS PER CUBIC METER WHEN DETrnMIN[O AS THE DiFFERENCC B£TW££N UPWIND ANO DOWNWIND SAMPLES COLLECTED ON HIGH VOLUME S/lMPLERS AT THE PfWPl:J?TY UN£ . 4. A PrnSON SHALL TAKE £VE.RY REASON.ABI.E PRECP.UTION TO PREV£NI VISIBLE PARTICULATE MATTER FROM ,BEING D£POSIT£D UPON PUBLIC ROADWAYS AS A 49. AU. REMOVABL[ EROSION PROTECTIVE DEVICf.S SH,I.LL BE IN PLACE AT THE DIRECT RESULT OF THEIR .OPERATIONS FO,q A CUMULATfVE DISTANCE OF GR[ATER THAN 50 fHJ FROM ANY PROPERTY ACCESS ROAD DURING ACTIVE OPERATIONS. rnD OF [A.CH WORKlr<C D.'.Y WH[N THE 5-DAY RAIN P,~08A81L!iY FOREU,ST EXCEEDS 40%. 50. AFTER A RAINSTORM, ALL SILT AND DEBRl'i SHALL BE REMOVED FROM STREETS, CHECK BERMS AND 8.ASINS. 51. GRADED .AREAS ON THE PERMITTED AR[A PER!METER MUST 0,t:;;Ai~~ AWAY FROM TH( FACE OF SL.OPES Ai THE cor-;CLUSION OF EACH WORhiNG D.AY. DRA!NAGE IS TO BE DiRECTEO TOWARD DESILTING FACILITIES 52. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE Ai'iD SHALL TAKE NECESSARY PRECAUTIONS re, PR[VfNi PUBL:C TRESPASS ONTO AHE1\S WHERE IMPOUNDED WATER CREA.TES A HAZARDOUS CONDIT!Ofi. 5,} THE PERMITTEE AND CONTRACTOR· SHALL INSPECT THE tRJSiON CONTROL WORK M·JD INSURE THAT TrlE WORK IS IN ACCORDANCE WITH THE .'.PP~OVED PLANS DNiRONMENTAL NOffS 54 THE: PCRM!HEf. Si~ALL NOTi:-Y ALL G[N[RAl. co~~1RC,C10RS, SU8CONrRACTO.RS, MATE~iAl SUPPLIERS, LESSEES, AJ~D ~)ROPER~Y OWNERS THAT DUMPING OF CHEMICALS l~JTO THE STOf~~ DRAIN SYSTEM OR HiE WATERSHED IS PPOH!B:TED P~RMITTE[ SHr\LL M/..iNTPJN CONST~UCTION SiTE IN SUCH ,A COND:T!ON THAT AJl -~NTtCIPATED STOf~M DOb:S NOT CARRY WASTES OR POLUJTP.NTS OFT THE SIT[ POTENTIAL POLLUTANTS l~CLUDE BUT ARE NOT llMiiED TO SOL!D Oil UQUiO CHEMICAL SPILLS; WASTES FROM PAINTS, SfAINS, SEALPMS. GLUES, LIMES, PESTICIDES, H~RB:CiDES, WOOD PRESERV.t•JlVES AND SOLVENTS: ASBESTOS FIBERS, PAINT FLAKES OR STUCCO FRAG~ENTS FUFI.S, OILS. lUBRICANTS, AND HYCRAUllC, RADIATOR OR RA.HERT fLU'DS: FtRTluzrns. VEHICLE/EOUIP~ENJ WASH WATER AND COclCRET[ WAS'1 WATER: CONCRETE. DF.TfRGENT OR FLOATABLE WASTES; WASTES FROM ANY ENGINE/tOU,PMENT STEAM CLEANING OR CHEMICAL DEGR[~SING, AND SUt'ERCH~ORIN.ATED POTABLE WATER U'.\E FLUSHiNGS. BUT ARE NOT LIMITED TO, THE REMOVAL or· PA.RT/CUlJ,TE MATTER FROM THE £QU/PME!ff PRIOR W MOVEMENT ON PAVtD STREETS OR THE PROMPT REMOVAL OF ANY MA1ER1Al FROM PAVtD STREETS ONTO WHICH SUCH MM[RIAL HAS BEEN DEPOSITED, 5. HIGH WINDS: GRADING AND EXCAVATION SHALL BE HAUED OU.~ING PERIODS OF HIGH WINOS . ACCORDING TO AOMD MEASURE r 4 , HIGH WINDS ARE DfflNED AS .JO MPH OR GREATER. THIS L[VEL OCCURS UNDER UNUSAULLY EXTREME COND/T!ONS, SUCH AS SANTA ANA WiND CONDITIONS. 6. Tf/£ PROVISIONS OF TiiiS RULE SHALL NOT APPLY TO .~GRICULHJ.!lAl OPUiATIONS SPECIAL NOTES 1. P!Wl!!B!T THE Df<IVING OR PARKING OF CONSTRUCTION VEHICLES WITHIN THE DRIP LINES OF THE OAK WOODLANDS. 2. AVOID UNNECESSARY DRIVING IN UNDISTURBED AREAS. 3 DO NOT R[MOvf BRUSH EXCEPT WHF.RE NECfSSARY. 4. DO NOT HARASS VliLDUFE SUCH AS DErn, FOXES, COYOTES, SNAKES, ETC. (HARASSM£NT INCLIJD[S SHOOTING, TiiROWiNG ,%CKS, ETC.) 5. INSTALLATION OF A YIILDUFE WATrnlNG FACILITY IN ADJACENT OPEN SPAC[ TO M/TiGATf THE w:;s OF THE EXISTING SEASONAL WATERING SOURCE. SPECIAL NOTES DR, 1.9 Sheet L PRELIMINARY GRADING PERMIT NO. __ ~'!G_Q.Qo4.Q ___ 2. RETAINING WALLS ARE NOT A PART Of THIS P;AN (A SEPERATE PERMIT IS REQUlf<ED) 3 A PERM!! IS REQUIRED !'ROM EMA-REGULATION. PliBUC PROPERfl' PERMITS, FOR ENCROACHMENTS IN THE PUBLIC RIGHT OF WA'r. ' 4 NO OFFSITE TERRACE OR DRAINAGE FEATURES, EXCEFT AS S~OWN, ARE KNOWN TO AFFECT THF DES!GN OF THE PROJlCT. PREL!t~INA.RY GRADING PLi\t~ ~' !'.\, BENCH MARK: !( " -,1,· ,.,,. .. , ,,,··11·• l--'=-'-'---'-'--"'"'-'"-"'.;.,._---------------'-------1 ,,; ,.;_I , ,. ,; I TBM,: I CENTERLINE INTEPSECT:ON WELL MONUMENT / FOR SPYGLASS H!LL ROAD .AT SAN JOAQUIN HILLS J /.-; /\ ROAD STA. 127+54.75 TOP OF BRASS C:i\P 11,/£.-, , J !+•, ELEV. 415.915 M.S,L. · LO,ENZO A'. GA.GUO'~ 20927 .. ,, \ \ J \ • I i l I I Ii ~ 1-<u;~fij>f -· ~. C!,e,i -~ -•~~~{ ~Hf.J-'.l,;.J..'~~ ..,,.._,, ' -·-l I • 0 •• • ·-,· •. ,,;," ' ~ ,. "" ~")> f ~ ,.,_,_ ---rr=Jl=:-· ~1,ilt,,:i.T!,'Jll!IWilfr j 0 ~ .~- (" ~ iBMWI I ~M,=i~1? ",,, VICINITY MAP SCALE, I"= l 600' PACIFIC ,... <fl < C u ~ ,:: I!) __J C\J + I-• <OU t'J liJ 7 "'IC I-n:: <.do... COAST H!GH\/AY LOCATION MAP I ORAl\!GE COUNTY ENVIRONMENTAL MANAGEMENT AGENC V I SANTA ANA, CALIFORNIA MICHAEL M. RUANE. DIRECTOR PLANS FOR THE IMPROVEMENT OF ~ rr)EYg[V rr ~(~W ~<@1Mr p(E;/Pify{ J~y'T/~~o,riT,i /1Jf cj j.t/4-yf_yi_j . A/D <y rr ~ kv A (R$ rr (D)@f (R$@ k1 (5) FROM EXISTING STATION 38+25.00 TO ASSES.SMENT DISTRICT 4900f EASTERLY NO. 88-1 FUi\JDED BY~ .ASSESSMENT DISTRICT BENCH MARK: T.B.M., CENTERLINE INTERSECTION WELL MONUMENT FOR SPYGLASS HILL ROAD AT SAN JOAQUIN HILLS ROAD STA. 127•54.75 TOP OF BRASS CAP M.S.L. ELEVATION• 415.915 PROJECT ADDRESS: 21907 VISTA RIDGE ROAD NOTE: GEOTECHN!CAL INFORMATION IS SHOUN ON PLANS FOR BIDDING PURPOSES ONLY. ACTUAL LIMITS AND REMOVAL QUANTITIES SHALL BE DETERMINED IN THE FIELD BY THE SOILS ENGINEER. Ci)l,l_NTY OF ORANGE E.M.A. T~.~ ~. 0..I -~NG!NEER!NG DIVISION ...-OX· Ci (~ _"" R.C.E. ,352.17 EXP. DATE,~9~. DATE, 11\'S/y~ THIS PLAN 1! sfm,Eo BY E.M.A.11 .E.D roR CONCEPT ANO ADHERENCE TO COUNTY TRAFFIC SIGNAL. SIGNING AND STRIPING STANDARDS AND RE!liJIREME:;TS ONLY. E.l'l.A./T .E.D. IS NOT RESPONSIBLE FOR DESIGN I\SSLH1PT!ONS OR ACCURACY, r BASIS OF BEARING: CALIFORNIA COORDINATE SYSTEM ZONE VI LINE BETWEEN O.C.S. MUSTARD 2 AND O.C.S. PELICAN HILL BEING N30"16'05"W PER R/S 66-1083 BASIS OF TOPO: R.J. LUNG 6/14/88 / i \ /?,EVJ.5£D 8ASIS or 70PO i.0 ( ~ 5H££7"S c;;, 7 ,£ IZ FL.OlA//V BY R. J. LL//\IG \, OA TtE. : I ~f;'I ___ ·-·- "-.....;J. ' ' .--.... ..,, . .,_ '-".~-~-,,,....--''\~ "~,.,-~~-·'> --,....._.,,.,.-/._._....,/"A., IRVINE RANCH WATER DISTRICf APPROVAL OF, DOMESTIC IIATER RECLAIMED I/ATER SAN IT AR,Y SEIIER ~ V APPROVED BY FACILITIES APPROVED ORANGE COUNTY FIRE DEPT. r-·o~ f'llZE. \'l'<Pf¼t-1, LbCA,u:,14 ON\..'( - V\STI>. \2.l'l'C..lo-'f2,c>AD O,._.'-'i ,&'-/.,t'-~ DA1E ~IATIONS FROM ✓- 0.C'-.£.M.A. STAN[)1(RDS: lj RIGHT~ TO BE ' INSTEAD OF 513' APPROVED FOR STANDARD DEVIATIONS DIRECTOR OF PUBLIC WORKS GEOTECHNICAL CONSULTANT: LEIGHTON <I. ASSOCIATES, JNC .. 2121 ALTON PARKWAY IRVINE. CA. 92714 (714} 250-1421 ENCROl\Clll!EllT PERM!'!' 110. nm approved plans do not relieve contractor/developer from responsibility to I obtain public property permit which shall be available on the job .. at all times work is being accomplishad(.i:n public right cf I way. . I • I ' COU>lT'( or <>RANC.l', Ji,M.A, B,U\l..'()114,. t'.ND DEVE~OPMENT SERVICES 1'111$ pu,.14 I$ ;;IC.NE!> e,'( O.C..l,c.M,I'\, MR C.01-\C.€.TT ANO A t>H 'E.R'6 MC.S 'i O C.OU N'T'{ STAN OA i<J:>$ P,,-10 RE<;IU\R1',M"""'$ ON\..'(. o.c.E. M. A, 1:,\.1\W:,ll-\", ANP !l'6Vcu:>?,,1lec1,r( SliRV;e,i;s 15 NOT 1u,s1'014SIBI.E \:OR !lE51<>.!-\, AS6YMl'l'WN$ t,ND 1'-.CC.Ul!.P.C'I'. UTILITY SO. CALIF. EDISON PACIFIC BELL TELEPHONE PHONE NO. [714) 859-5253 l7l4) 966-6216 SO, CALIF. ~AS CO. 17141 634-3106 LAGUNA BEACH COUNTY \/ATER D!ST. l7l4J 494·1041 IRV!NE RANCH WATER DISTRICT (714) 476-7500 COMMUNITY CABLEVISION (714J 721-6226 THE IRVINE COMPANY (AG. DIV.) (714J 544--8890 UNDERGROUND SERV ! CE ALERT I -800-422-4133 UNDERGROUND UTILITY ALERT CALL TOLL FREE 1-800-422··4133 CALL TWO WORKING DAYS BEFORI=' YOU DIG (PREP~REDBY '. - • ~ ~Pv~, !~~~~E~~~~~lt~~~; • 5 Wrigley, Irvine, CA 92718 • (714)830-6801 ij REVISED ICVRD ~. DEl.E'iEI ORNE"h'AY, ADDED SL!:EVtS 35 AOOGO ~ 3ll ~ OJn3 ff!TUJWS, Sl.X:!a\l'U\, Nm lOCAUJE~ WI 37 ="""""" 33 ~~ANO&U':.EVES . 31) 00 NO. DESCRIPTION SHT. • APPROVED SHEET ,. 1,,,.,. !, 2 4 3 REVISIONS INDEX OF SHEETS Tii!,..16 <Stl~ ,.."~1::>iN""D ES CR I P T I ON T ! T L E S H E E T 4 "1 ~ • IN~OF ~ie.-e.1""' TYPICAL SECTIONS, CONSTRUCTION NOTES , .. ' ., . -. . . DATE S 3A !,, 36 GRADING 0 4 TYPICAL SECTIONS. CONSTRUCTION NOTES Gf{ADING NOTES t:,,p<>,{'T,oNAL No'TES 1' '>C 0C.s;/Ef, if wMfi:. Go<'\ie!i:'-1.-PLANS · ' • • / • ,ior,;.,. VISTA RIDGE RO/\D STA, 38+25.00 TO-' 46+00.00 'l 5 IC 6 11 7 'l. 7A ' 7& 1$ , 11 ,I 2. 1!,i'.l-1>.NC.E\> Sl'!li.. 1•nEl'l.\':A,:.,a. \\>W,.>4 :VI$ "t A • \?. l PG.I<, .. 2.0>..'i.'> '!.IDC.t, fi'<ltt• i:1}1\0 . 11\~ 1\10 ti." .. · ....... DRAIN PLANS LINE "D" ond LINE "E" LINE "E" " LINE ~Ktt and LINE "F" LfNE .. F •• .. ~)") !l, • UC.,.. 1,1\it "';1 '' • SEWER 21 23 is 24 2J, 25 26 I.":/-2 7 m .. -- AND WATER PLANS VISTA RIDGE ROAD .. 45•00.00 ;rb 56+50.00 56+50.0q/TO 69+00.00 69+00,00 TO Bl•00,00 53+50,00 TO 61•00.00 ~.~·,•>(' -, "''i)l,1tto ·"O 'i• li,\O(,{,, fl\itl::. STA. 10•00.00 TO 15•15.00 15+15.00 10 23•19.51 23+19.El TO 31+50.00 31•50.00 JO .35+33.45 STA. l0+00.00 TO 13•50.00 l3+50.00 TO 19+00.00 19+00.00 TO 24•03.11 ill'{<iO .oc ·1• · • 1!,tlp,, 41,, r', STA. 38+25.00 TO 48+00.00 48+00.00 TO 69+00.71 56+00.71 TO 68+00,00 66+ 00 .. 00 TO 78+00.00 78+00.00 TO 87+27.37 . ~ ,., r.~- .. ,/'--:'' ·,·i. 'J ,.,. STREET IMPROVEMENT PLANS M 34 VISTA RIDGE ROAD 35 • J• 36 " SI 37 3:!, 38 il 39 34 .. .. .. 11-\ti~ v~ ao G>ii.~)-• .. " .. GRASSING PLANS .. -45 , 47 48 !t...J9 VISTA RIDGE ROAD .. V\ 0TI>--rt.I Dq E': ls'.OA.D f!.\fX'l,=, p~~ \Z.0?-0 IRRlGATION PLANS 56 57 5S 59 VISTA RIDGE ROAD .. • . . e,4 V;l''f,0','t, "'l,PC:--t~-12..eAcP 6 4 A !;fl-lfilir,E::: /r,,:rz.,•K; ~l¼P STA. S1A. STA. 38+25.00 TO 40+00.00 40+00.00 TO 50+16.15 50+ i 5. 1 6 TO 60+00.00 50+00.00 TO 70+00.00 70+00.00 TO 80°00.00 80+00.00 TO 87+27.37 ., 52-"< 00-•o to ,~!,tOO ,llO 38•25.00 10 46+00.00 46+00.00 TO 56•50.00 56•50.00 TO 69•00.00 69+00.00 TO 81+00.00 Bl +CO.DO 'TO 1?1t'Z7, <51 '?h-\-'1/..J TO 04,tCC> •• 0 V ••-••'-•r•-""' 38•25.00 TO 46+00.00 46+00.00 TO 56•50.00 56•50.00 TO 69•00.DO 69+00.00 TO 61•00.00 ;-~.... __ 1_ , ?' DR, :C9 f 16C:?8) ...._ ___ ,_c=o=n--'~o-"~-5-"=e=e-.. -r=·-•--J=-==---s-h_,~.:._t".::_t l_1,' 0£ J.16 ' rtt;."\ ~J5filtfc:i.:t'l::'i'f'-~~P ii-w5~~1 ..... js~~"'rrz:~ca.1tMPJ.?:>.,,;171 :t.~~ "i!'I'. !//''' -• ~ J. :a, ~ ·---~U2... , L-• -~ " :e 1110., APOe.O -i !~l<'.1£;, $et>,'1(.t, -(,;, swr t7 I ~ t'.f,J!. -• /4-'-.,, ;e:Ev1se..o SHe,=.r:::; /7_, 3!>1 fi,;;1 :$-7~ 3s, ;:1~ .~1>].o ·9i; ';,rt(!~ A , -·»'.,, '1~::.Ji'.~ • -'"" --;,,.H• Cl I, Ex.rtENo zcw£ 7 ,,P. 0111 fJ!.w Z!Nr.~; n -__ ,,.,,. "~'" Pe:;,:, ~"~O, & AOO£P.RW LAr;;:.lcALS . '/IT:.'.Z>,24,25,2'-27 , 3/'i. il -f7z:. ft:/ /;!\ RE'VISE:D S'70RJ',/ .DRAIN L./,V£ ''5" ;,;,;, '-1-f 16 --:./;st: ~ ;,f'3 ~ - L:. • ,;, t -t.rA..., ' • 11\ ,€Et ,_,.,r,;£5 ,srl!!J;€-r 1,wpRok SJ.IT~ "17,30<1-Z' ~.D;.;,; ."-" ) -:,7; lt.o. 17, /;'A<{:'. 22A --,, • AHO 5?-;el?!N'-7 5k~.ET:5 G7c;.G8. 'i8L.<H .<l TE..t , ',}~ 4.# :C • f--/EJV'fERr7-Y" ,0/S5/PAT08. --' , i 1, tJ .-, '~ ~~: f?j:JV£~/:fD .S'f.,~G;,?; %J._J.f1.TE,Q • Je',;''j) ,51 .. rr . Z.d, 5 . "" 4 7 ~. c/ e.ev1,s,e:;qr-~01..iv0, A.•.:>o eer VV.P.,,LL q. IS" r-ccF' sp -5lrT 11/lf¼ I I " RS Vt SEO R0-"4C1 AL/C-;;N/V✓CNT a V/57"A /?.IDGE eo,,,r.> \ .s>-A, 6;3-f.20. 3G·7i:;;RJCX':l'E P4i?.< RD GR.AO;, ki 51/7.';,',G, fl.li.;'~.8-4.:5.,!::' TOPO, NO. DESCRIPYION SHT. APPROVED DATE REVISIONS ' .. /7\ 1f.EV ~~ S,~WficR Lf'tTEfl.Af~ '>/-+-T z+----Its 2:,i,A-tL1: ;i; :..-[~ .. qi 7!>\ APO '3TII.E.E.. T NAM e, 516Ne.·Sll-T=-. ?>A, 35, ,7, :,~ P, -:;, -;.,:,A1• ~9i,,""17·1'1·00 IL o. 1-,,0. TD4350 • ) Ge , i E r:.-T-1• A □-F '1 1. 6 .~ DMC. Nu, . • ,; 0 h L -· . "AS-BUil T" 10 +00.42 RIDGE PARK ROAD "' 135 + 51.72 NEWPORT COAST DR. I I 55+86.91 RIDGE PARK ROAD = a7,.35:11o VISTA RIDGE ROAD RIDGE PARK.ROAD LAN E SI E ESH ET I I STORM DRAIN LINE "!"_/ LATERALS ~I-1","I-2",wl-3~ SEE SHEET 22A STORM DRAIN LINE "F" --------- LATERALS "F-1" THRU "F-5" SEE SHEETS 16,17,17A STORM DRAIN LINE SEE SHEET IS r I VISTA·RIDGE ROAD \ \ r \ 3ff 75 ! I IT \ \ I BALANCE SITE SEE SHEET 7 SCALE, 1 "=300' INDEX OF SHEETS [cont. J IRRIGATION PLANS J\, 56 VISTA RIDGE ROAD STA. 38+25.00 TO 45+00.00 St 57 " 46+00.00 TO 56+50,00 3'& 58 " 55+50.00 TO 69+00.00 :!Jl 59 " 59+00.00 TO 81+00.00 60 .• :•,R.g\c,.l"n=N bla.TA\L.$., .. _ .. ,SS'!',T,l'r' .. ...-41-t!G..,, Odl0,},,,44.fl2-'-H1 OH'!2'4-1 ""1> O,¾O,-,.-tl0'9:0- '!0 61 • 21·eo.eoro33,eo.·oo ~!i;f2!--------'"'-------~333'•-e611:l6-;,, 0010:rfl'fO-~ 63 " 1 4 , 23. 03 TO §3 • §0. 80 STRIPING & SIGNING VISTA RIDGE ROAD " ·" EROSION CONTROL PLANS 77 re VISTA RIDGE ROAD " " " " R!DGEPARK ROAD e1>90.00 TO 71•00.00 STA. 38+25.00 TO 60+00.00 60+00.00 TO 80+00.00 80+00.00 TO 87+27.37 STA: 10•00:00 TO 30•62.27 30,,62.27 TO E~e- . 0 TO 71 • 00.00- STA. 38+25.00 TO 46+00.00 45+00,00 TO 55+60,00 56+50.00 TO 69+00.00 59+00.00 TO 61+00.00 81+00.00 TO 87+27.37 OTA. Io, 00, 42 TO 21' 00 .. 0.0, 21 • 00 .. CO TO 33+00. 00 33'00.00 TO 11>23.03 -r':1-------'"-' ------ll 1 2'3 .Oo TO 52H 50 .oe 80 " 63>50.00 TO 61•00.00 -0€'AA-------'"'-------"'6ai3,..,-ae.e:o,-1: o:.io,-.;i:reo~s,-111--·-eeee,-4. G3'Gl-- 81 61 • 0o. oo TO 71>00.00 DETAIL SHEETS 51 82 DETAILS -GEOTECHNICAL 52. 83 DETAILS -GRADING a STORM DRAIN •81, B4A 8 !MB D<;TAILS -IRRIGATION • ;;} 85 DETAILS -STORM DRAIN 6"I 86 DETAILS LIMITS. OF PERMIT PLAN ,s 87 DETAIL.S -LIMITS OF PERMIT PLAN ~ETAILS LIMH-B OF PERMIT PLAN· ELECTRICAL PLANS (IRRIGATION) •. ,~ 89 VISTA RIDGE ROAD STA. 80,00.00 TO 86•0000 ~=t 90 " STA. 60+ 00.00 TO 80+00.00 :'i'o 91 ,,;,Ai " STA, 40.00.00 iO G0.00.00 92~ RIDGE PARK ROAD STA. !0.00.42 lD 31 +00.00 ....,1:13-_.......;. __ ~~----~&+A,' .·--i!J , 00.0~ 91 VISTA RIDGE ROAO • STA. 86,00.00 TO 87, 27.37 --sq RIDGE !>ARK RG.~D STA. 62,00.00 TO 71·00.00 TRAFFIC SIGNAL PLANS , -"10>------j\i,f!i'EWWP.PO::lfRHTC..C~O,.f.P\.!l,6,'!'T-SEl'F!l'll!VV€-E~,..:,Tf:-l'iRfltl!ll;;G;.EE'-iPPl'IR.R~K-liRfflO.t.:,g.9 __ _ '5'\ 96 P.M.H. RETAINING WALL DETAILS 97 SIGN.4l PEAi( EXISTING t,GGESS ilOAD EXH~BIT GTE PLANS I,,') 98 bl 99 :ii 100 (o IOI . 102 VISTA RIDGE ROAD " VISTA RIDGE ROAD / RIDGE PARK ROAD RIDGE PARK ROAD C.A.T.V. DISTRIBUTION SYSTEM PLANS ~s-.:.c· """~· -R•J[lfi:;IGGE-E .µ,p~l\l,f'll<lKr!Rl£.De-: ------!!,;)0-,,-EG.GO"'IT=G0..;11,44-,,oooo-- .·, 1G~-·· • ., ·• ~O \A 101:J 57 • 00 TO ii • 00 VISTA RIDGE ROAD 86 • 70 TO 83 • 00 I,'\ 109 " 83 • 00 TO 63 • 00 !If 110 63 • 00 TO 38 • 50 ~1 i 11 GENERAL NOTES l/1, I i 2 VISTt, RlOGE ROAD 10,89 TO 25+00 ~ 113 " 25+00 TO 38,50 '=Ill 114 38,50 TO 63,00 :>ii ?115\l'l/!\ •• 63,001066,70 ,'I. 116 • • , .. --~:OGE•f'I\Ri<;,RGA!). • ~?leJ0-'1'0 44'2il.S3 LEGEND DENOTES SHEET NUMBER FOR STREET IMPROVEMENTS DENOTES SHEET NUMBER FOR GRADING DENOTES SHEET NUMBER FOR EROSION CONTROL" \ DENOTES SHEET NUMBER FOR SEHER & \./ATER ~ .-2."==------~4f44.f,E\'l-3.O0,3rTfESH<IO6',€150;.,;..- IRWD RECLAIMED AND DOMESTIC WATER CAPITAL FACILITIES W-i THROUGH W-46 DR. 19 (16528) Sheet 2 0£ 116 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY MARK DATE DESCRIPTION PREPARED UNDER i-"'=~==,---~~~---!SU?ERVISICN OF REVISIONS i.:D:.:::E::.'Sl~GN~E:!:'.D======='-' SCI\LE DATE DRAw, CHECKED AS SHOWN . - • "AS-BUILT" KEY i4AP DllG. NO. SHEET I 2 OF J!JS, 17-0ot-91 09:31 AM/ 3092-700 G 5. 11. 1 7. 1 8. 1 9. 20. 21. 22. 26. 27- 28. 29. 30. 31. A o I N G N o r E sC ~e:e: '5.Ht.ET 1 ) All liORK SHALL BE HI ACCORDANCE Ill TH THE GRADING "ODE 0/ THE ' COUNTY OF □. RANGE All!l ANY .SPECIAL RE!lUlREl'!E!HS OF THE i[MiT • COPY OF THE GRADING CODE ANO MANUAL SHALL BE RETAINE• ON • HE JOB_SlfE WHILE WORK IS ii! PROGRESS. WHEN REFEREtl Ell ON E PLANS. A COPY OF EMA STANDARD PLANS SHALL ALSO 8l R TAINED ON THE SITE. · GR,DI~~ SHALL 1.0I BE STARTED 1/ITHOUT FIRST NOTIFYING THE Dl TRicT GRADING INSPECTOR. A PRE-GRADING MEETING 1 THE SIT IS REOU!REO BEFORE START OF GRADING WITH THE F,LLOWING PEOI LE PRESENT• OWNER. GRADING CONTRACTOR, DESIGN !VIL ENG lEER. SOILS ENGINEER, GEOLOGIST. DISTRICT GRAD ,!G lNSP CTOR. ARCHEOLOGIST. PALEONTOLOGIST AND WHEN REQ"IRFD • •sf>ECT'ONS FOR G,R(ADING WILL BE EXPLAINE;D AT THIS MEETING. . -' J • ' • ' AN APfl~ROVED COPY OF THE GRADING PLA!l SHALL BE ON HE •• PERMIT ED S!TE WHILE WORK IS lN PROGRESS. CUT 11,N fill SLOPES SHALL BE NO STEEPER THAil 2 F OT HORl~Dt,fAl TO 1 FOOT VERTlCAL (2•ll EXCEPT IIHER SPEC,Fl~llY APPROVED OTHERWISE. FlllS S ll ~E COMPACTED lHROUGHOUT TO A MlNlH' OF 90% RELATIVE DENSITY. AGGREGATE BASE FOR ASPHAlll AREAS SHAll BE ~OMPA ED TO A MllHMUM OF 95% REU\Tl\lE DEN fry. .MAXIMUM DENSITY S~All BE OETERMHffO BY UNIFORM BUllDr:G CODE STANDARD l.'O. 70-1 OR APPROVED EQUIVALENT, AN Fl ELD -DENSITY BY UNIFORM BUILDING CODE STANDARD Im. 70-2 O APPR0!/"0 EOUI VALENT. 11 ~ AREAS TO RE [!VE FILL SHALL BE PROPERlf PREf~RED ANO APPROVED IN YRIT!NG BY THE SOILS ENGINEER . D THE BUILDING OFFICIAL PRI R TO Pl/ICING FllL. V FILLS SHALL . BENCHED HHO COMPETENT MAT llAL PER EMA ST/\NDAR!l PLAN NO. 1322. All EX!STll!G LLS SHALL BE APPROVED BY T E BUILDING OFFICJ/\l OR RE'.J!9VED PRIOR TO PLACING ADD !ONAL FILLS. ANY EXISTING lKRIGAT.lON LINES AND C!STE S SHALL BE REMOVED OR CRUSHED lN P ACE, ANO APPROVED BY TH BUI' DING OFFICIAL • ANO SOIL ENGINE . ~ STOCK PlllNG Of XCESS MATERIAL SHALL APPROVED BY BUILDING OFFlClAl' PRIOR TO EXCAVATION. 1 THE THE DESlG1l ENGINE R• AS A CONDITION m ROUGH GRADE APPROVAi SHALL_PRO?IDE A Bl: E TOP WJTH ACCOMP~1 YING ll!HIESS STAKE, -• SET A, Tl-k CENTER F EACH PAO REFLEC /ING THE PAD ELEV AT TON f·OR PRECISE PERMIT AND A BLUE TOP \lwyn; WITNESS STAKE SET AT THE DRAINAGE SWALE :lllGH POINT REFLE ·TING THE fHGH POINT ELEVATJON FOR PREL!r-,\NARY PERMITS. . All TRENCH BAClfflllS SHALL BE TEST O AND APPROVED BY THE SOl_LS ENGINEER PER T ". GRADING COO . • THE ENGHIEERHlG GEOLO~IST I\JlO .SOI .• ENGINEER SHALL. AFTER ~LEARl~G_ANO PRIOR TOnV,HE PLACEME T OF FILL !N CANYONS. , NSPEC, LACH CANYON FO,~REAS OF Ill/ERSE ST 1\131 L ! TY AND TO DETERMINE ,HE PRESENCE R ABSENC OF SUBSURFACE WATER OR SPRING FLO\/. lF NEEDED SUBDRA, S Ulll BE DESIGNED ANO CONSTRUC. TED PR! OR TO TH PLACEMr/1-n or Fill IN EACH RESPECTlVE CANYON. l. SUBDRA!ll OUTLETS SHALL B~COMPJJETED AT THE BECINIHNG OF TH" SUBDRAI tl CO!ISTRUCT ! ON. .If~ '- Tt!~ EXACT LOCATION ~F HIE. ~U.gBt·R.AlllS SHALL, BE SURVEYED .l. N THE F ,ELD FOR l !NE/GR/\DE /\ND R F :CTEO O!! AS-GRADED PLANS. All CUT SLOPES SHl\ll BE !t(s· TlGATED BOTH DURING /\!ID AFTER GRADING BY THE ENGH!EERUlG '.tOlOG!ST TO DETERM!lff lF ANY SLOPE STABILITY PROBLEM EX! _\;Cg. SHOULD EXCI\VAT!lltl D!SCUJSE AtlY GEOLOGICAL flAZI\RDS OR P/JJ EIH!Al GEOLOGICAL HAZARDS. THE E!!Gll!EERING GEOlOGl.ST SHAif BMIT RECOMME!lDEO TREATMENT HJ THE BUILDING OFFICIAL FOR PP OVAL. I/HERE SUPPORT OR BUTTRESS NG CUT At!D NATURAL SLOPES IS DETERMINED TO BE llECESSA!Jil. BY HE ENGlllEER.ING GEOLOGJSl ANO SOIL ENGINEER, THE SOIL f~GINE SHALL SUBMIT DESIGN. LOCATIONS ANO CALCULATI IS TO f.E BUILDING OFFICIAL PRIOR TO CONSTRUCTION. THE ENG! EERING EOUJG!ST AND SOILS EIW!NEER SHALL INSPECT AND CONT L THE C t';TRUCT!ON OF THE BUTTRESSING ANIJ CERT!F TD THE Sl E!!l!TV OF fHE SLOPE /\NO ADJACENT STRUCTURES UP N COMPlETl N; \!HEN CUT PADS ARE BRO 'ran TO NEAR GRADE, THE ENGINEERING GEOLOGIST SHALL O[T~-ilNE IF THE DROCK lS EXTENSIVELY FRACTURED OR FAULTED ANO WILL READ LY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINE ING GEOLOGIST ANO SOILS ENGlNEER, A COMPACT~ Fill BLANKET ill BE PLACED. THE ENGINEERING GEO;t.OGJST Sfll\LL PER RM PERIODIC INSPECTIONS ANO SUBM! T A COMPLE REPORT AND MAP UPON COMPLETION OF THE ROUGH GRADING. THE COMPACTION RE.:tORT AND APPROVAL FR M THE SOIL ENGINEER SHAll ltlOICATE Ti~ TYPE OF FIELD TESTl1:-IG PERFORMED .• Ei\CH TEST SHALL BE IDylHIFIEO WITH THE METH~D OF OBTAil'llNG THE IN-PLACE OENSIT~Y,1_ 1/HEHlER SANO CONE OR DRIVE RING AND SHALL BE SO NOTED FOJE!\CH TEST. SUFFICIENT AXIMUM DENSITY , OETERMINI\TlONS HALL BE PERFORMED TO VE~FY THE ACCURACY OF THE MAXIMUM OEJ SlTY CURVES USED BY THE ELD TECHNlCll\N. THE SOIL ENG!' ER ANO ENGINEERING GEOUlG T SHALL PERFORM CONSTRUCTION ,iO VERIFY COMPLIANCE IHTH Tll PLl\!!S, SPEC!FICATIO s ANO THE CODE IHTHIN TMEIR l RV!E\/. !~~l~i V ~~M~1Wi~~~R ll~~~liH~E pcx~§:A~~~c ~~~~,t lg:;~' ~gD~D ANO ANY SP[CIA CDmllTlONS OF THE PERM!T \HfHIN THEIR PURVIEW. THE PERMIT EE IS RESPONSIBLE FOR OUST CONTR MEASURES. Sl\ll!IARY ClllT!ES SHALL BE MAINTAINED ON T.1E SITE. THE LOCAT ONS /\ND PROTECTION OF All UTILITIES IS THE RESPONSl ,llTY OF THE PERM!TTEE. APPROVED lPROTECT l VE MEASURES ANO TEMPORARY DR l NI\GE PROVIS! ,~S Stll\Ll BE USED TO PROTECT ADJOINING RIJPERTIES OURil!G ,/RADHlG. ANY EXlff.5TlNG WATER \JELLS SHALL BE I\BANDONEO l!l , OMPLIANCE ~IITH T;E SPECIFICI\T!ONS APPROVED BY ORANGE COUNT • HUMAN SERV! 'f£S AGENCY. DlV!SiON OF fNVIRONMENTAL HEALT • ANY E /!STING OIL \IELLS SHALL .BE ABANDONED !N COM IANCE IIHH THE "ANGE COUNTY 01 l CODE TO THE APPROVAL OF EMA/ EGULATl!lN. SPECIAL SERVICES SECTION. ANY XI sn NG CESSPOOLS AND SEPTi C TANKS SHAL l BE I\ Al!DONED IN OHPLIANCE \/IHI THE UNIFORM BUIUJJNG CODE TO TH APPROVAL O~MA/RECULAT!ON, SPECIAL SERVICES SECTION. PR OR TO FINAL APPROVAL. TH[ CIVIL ENGINEER SHALL C TIFY TO T BUILDING OFFICIAL THE AMOUNT OF EARTH MOVED OURl IG THE GrJAOINC OPERATION. • I IE PERM!TTEE SHALL COMPLY 111TH THE GRADING CODE: REO jREMENTS HEN AN EXCESS OF 5.000 CUBIC YARDS OF EARIH IS TRM!S ORTEO 0 OR FROM A PERMITTED SITE ON PUBLIC ROADWAYS. ASP!lALT CONCRETE SHALL BE CONSTRUCTED PER THE REDUIREM ins OF EMA S!ANDARD PLAN f805. I\CGREGAIE BASE SECTION SHALL BE CONSlRUCTED PER EMA STADARC PLAN ffi04. ALL CONCRETE STRUCTURES THAT COME IN CONTACT WITH THE 0'1 SI TE" SO! lS SHALL BE CONSTRUCTED 111 TH TYPE 5 CEMENT. UNLE !JEEMLO UilNECESSARY I:,/ SOLUABLE SULPHATE-CONTENT TESTS CONDUCTED BY HIE SOIL ENGltlEER. EXPORT .SOIL HUST BE TRANSPORTED TO A LEGAL DUMP OR TO A PERH!TlEO SITE I\PPRO\IED BY THE DISTRICT GRADING INSPECTOR. 45 "';i•6. SLOPES EXC.EEOING 5 FEET IN f!EIGIH SHALL BE PLANTED WITH Afl / APPROVED PLANT MATER! /\l. Ul ADO! TI Otl. SLOPES EXCEED I HG 15 FEET IN HEIGHT SHALL BE PROVIDED !!!TH AN APPROVED IRRJCA · ON SIEM, UNLESS OTHER!!lSE APPROVED BY THE BlJlLDlNG OFFIC I\L. 37. TH GRAO!NG CONTRACTOR .SH!\Ll SUBMIT A STATEMENT □~-CO, LIA!!CE TO APPROVED GRADING PLAN PRIOR TO FINAL /\PPROVI\ 38. I\SPHAL SECTlONS MUST BE PER CODE• PARKING STALLS -3" A/C OVER 6. B. DRIVES 3" A/C OVER 10• !COMM.l 12•~ NOUSTRl!\U OR PRIOR ROUGH GRADE RELEASE FOR .BU!lOlNG P ,MITS BY THE DISTRICT GR ING INSPECTOR. HiE SOll ENGINEER HALL SUBMIT FOR APPROVAL. I\VEMENT SECTION RECOMMENOAT! . BASED ON "R• VALUE ANALYSIS THE SUBGR/\!JE SOILS. AIIO -hPECTED TRAFFIC lllD!CES. 39. PRELJMJNARY SOIL Al, GEOLOGY REPORTS AN All SUBSE□l!DH REPORTS AS I\PPRO\/ED ::(, !:.!1A/RECUL/\TJDtl. GRADING SECTION /\RE CONSIOEREO A PART DF Tli APPROVED GRt !NG PLAN. 40, /Ill EXISTING ORA!NI\GE CO' SES T~HROU\1H HIIS SITE SH/\ll REMAill OPEN lJNT!l FACILIHES IO •mLE S RM 111\fER ARE I\PPROVE[J Arm FUNCTIONAL• HOIIE\IER, IN /\NY S , THE PERMlTTEE SHALL BE llELD LIABLE FOR ANY DAMAGE DUE TO •• 'TilUCT!NG NATURAL DRAINAGE PATTERNS. 41. GRADING OPERATIONS INCLlJDl!' MAIN tlANCE OF EllUlPMENT \HlHl!J ONE-HALF MILE OF I\ HUMi\N i:h.CUPI\NCY 'All !JOT BE CONDUCTED BETWEEN Hi[ HOURS OF s,ofl(Pl'l t,ND 7•00 /\M DAILY, ON SUNDAY OR ON A FEDERAL HOllD, ~ 42, ROOF GUTTERS SHALL B INSTALLED TD PRE\/H ROOF DR/\lNI\GE FROM FALLING ON MAN ACTURED SLOPES. • 43. THE PERMlTTEE SHA GIVE REASONABLE NOTICE f THE OIINER OF AOJO!N!NC LI\NDS NO BUJL!J!NGS PRIOR TO THE BEG{/NING EXCAVATIONS 1/Hl H MAY AFFECT THE L/\TER/\L AND SUB"-~CENT SUPPORI O~T ,t' AOJO!NINC PROPERTY. THE NOTICE SI-I l STATE THE INTENOE DEPTH OF EXCAVATION AND IIHEN THE EXCAV ~ON lllll COMM CE. THE ADJO!NHlG. OIINER SHI\Ll BE /\LLOIIED li'~-1:.AST 30 DAYS,, D REASONABLE ACCESS ON THE PERMITTED ~~~~~f'ro PROTECT HIS STRUCTURE, lF HE S!i DESIRES. UNL • O, SE PROTECTED BY LAIi. R/W R/W 30' 30' N.T.S. .. --rl!DGi?. PA-f!K ROAD-STA .. I a· 1.~ 71, QQ,GO VISTA RIDGE ROAD STA. 38+25.00 TO 87-,.,27.37 R/W R/W 30' 30• 15' 10' 20· 20' 1 o· 2' UNDERCUT AT S.CE. VAULT (TYPICAL) u V !? tl C ~ IL !Ul ~ Ir» lE ~ C lUJ u S rE C if ll O rNl WHEN ROCl< IS PRESENT N.T.S. IM CASE OF EMERGENCY CALL, 'JIM FOSTER . . AT / I/ORK TELE, NO.: 17141 644-2912 ,,,.,- HOME TELE. NO.:, __________ ; EllUl '"'NT AND llORIIERS.,FOR EM"--RGENCY \liJRK SH/\~L .,..-MADE AV/\IU\ll AT ALL TIMES DURING THE RAINY SE/ISO". NECES- SARY MATER s SHALL BE AVAILABLE ON SIM, STOCK- PILED AT CON '!ENT LOCATIONS TO FAC!LIT RAPID CON- LEGEND 1mm UNCLASSIFIED EXCAVATION R::, '9 UNCLASSIFIED FILL LJ CL\SS 2 MATERIAL ru'T' ,,., I FILL c() N --r I . '... I L. 6 .. SELECT GRANULAR BEDDING ~ COMPACTED TO 90% MAX, DENSITY rEl!CA \J AT~O~ l?AVlJNIE Ar CANYON SlU!8!lOIR\A~~ N.T.S. C.ONSTQ.UCT!Ol-J NOTE:5 (COl--!T.) <J> @lco1J.,GT, DE:SIL.T. 0ASliJ F'f:;i2. OCE:H,L\ ero. 1327 @COi.-151. 1e," C.5:P. PIPE:. ® COi-JS\ .SAhiD~S VeLOCITY" f2et:>UCeP-Peµ_ oc:ar--1""' ET!?. 1.s::2.e -2 ic3A6l@ 1-i1<9i;,.j. i-L ', '"' '-. UNSUITABLE EXCAVATION & RECOMPACTION, LIMITS TO BE DETERMINED IN THE FIELD BY THE SOILS ENGlrJEER [!Ill UNCLASSIFIED EXCAVATION 't ROAFWAY i I ' I i , ''-.,. \ ·,'-..... '-. ', ~ UNCLASSIFIED FILL/IMPORT BORROW . I., --\ / CUT ! ! i I I ' ' J ' -·~·· rE&~irlli]~Jl701R\~ I? & VlLJNfE ( TVIP'.) N.T.S. NOTE, QUANTITIES SHOHN ARE FOR PERMIT PURPOSES ONLY CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OUN ESTIMATE FOR BIDDING AND SHALL BID A COMPLETE JOB, CONTRACTOR SHALL ALSO ADVISE OlJNER AND ENGINEF.R OF ANY APPARENT DISCREPANCIES IN ESTINATE. UNCLASSIFIED CUT BUiTRESS/ SLOPE STABILIZATION FILL ROADWAY OVEREXCAVATION UNSUITABLE MATERIAL EXCAVATION 314,200 C. Y. 10..3,300 C. Y. 70,925 C. Y. 345,000 C. Y. • -~f"XIST GROUND I ' I:---I , , ' I I I .I \ l , ' STRUCTION Of TE ~RARY DEVICES I/HEN R~ IS I!'ll1UIENT. 46 EROSJON CONTROL fl .ES SMALL NOT B!j,,'i'IO\IED OR MOOIFIE!l • 1/ITHOIJT THE APPROVAL c THE BUILmG OFF!ClAL. ALL RE!'I0\11\BLE EROSION plln.n'cTI~OE\llCES SHALL BE JN .PLACE' 47 /IT THE Ef>:D OF EACH IIORifrN~Hf'ilHEN THE 5--IJAY RI\IN PROBABILITY FORECAST EXCEEDS 40%. ~ • • 46 AFTER A RAINSTORM ALL S r AND " IS SHALL BE REl101/E!l FROM 49 GRADED AREAS ON TH • ERl'IITTED AREA P • TER HUST DMIN smEITS, CHEGK BER~S ,,.!) BI\SlNS. 50 51 AIIAY FROM~HE Fa OF SLOPES AT THE CONC ION OF EACH IIIJRKlNG DAY, , INAGE TO BE DIRECTED TOIi ESlLT!NG FACILITIES. THE PERM EE AND CONTRACTOR SHALL BE RESPONSJB • SHALL TAKEN SSARY PRECAUTIONS TO PREVENT TRESPASS ONTO ARE HERE H!POUNDED \.!ATER CREA TES A HAZi\R!lOl.lS COND l N. T UNDERSIGNED CIVIL ENGINEER SHAU. INSPECT THE EROSION ONTROL YORK AfID INSURE THAT THE I/ORK IS IN ACCORDANCE 111TH APPROVED PLANS • --~ ~5UANCE OF A GRl\!HNG PERMIT fl!JES NOT ELIMINATE THEN~~ PER~Oll OTIF-R AGENCIES,IIITH REGUUITORY RESEID!S-Nl1CIT!ES FOR CONSTRffi::'M.e' CTIVITIES ASSOCIATED UJJ,!;l.,;i:i'irYORK AUTHORIZED ON THIS PLAN. ~---53 All CONSTRUCTION VEHICLES I D'-" ,-r,ENT, FIXED OR MOBILE, OPERATED IIITH!N 1,000 FEET OF A u NG S E EOU!PPED 111TH PROPERLY OPERATING ANll 11A ,£0 MUFFLERS. 54 All OPERA~-ALL COMPLY 111TH ORAflGE COUNTY O ORDINANCE $!C:1"ir !NOISE CONTROU • Cl(PILING Al\'D/OR VEHICLE STAGING AREAS Slii\LL BE LOCATED AS • , " PRACTICABLEFROM DIIELL!NGS. COINJSu!RllUJCuilOINJ INJO'iIES GRADING PLANS 1',', OONSTRUOT 12· TERRACE DRAIN PER DETAIL 1. SHT, 83, ANO ,'SR o.c:E..M,A s-ro, 1321. '-._/ 0 OONSTRUOT 6' TERRACE DRAIN PER O.C.E.M.A. STD, 1321 0 CONSTRUCT DOWN .DP.AIN PER O.C.E.M.A. STD. 1321 0 CONSTRUOT BROW DITCH PER O.C.E.M.A STD. 1332 ® CONSTRUCT RIP-RAP PER DETAIL 5. SHT. 83,.AND PER o,C.E..M,A $TD. 11109 © CONSTRUCT .SPU\SH WALL PER O.C.E.M.A STD. 1321 (L -PER PLAN) 0 CONSTRUCT CANYON DRA:N PER DETAIL 7. SHT. 82, ANO PER o.C,E-M.A. '2,TD. 132.3 G) REMOVE EXISTING. CONCRETE STRUCTURES log\ '.J POLES TO BE RELOCATED BY OTHERS REMOVE EXISTIN ,r, ~•-o• OE':5'.P CONSTRUCT ~L CONCRETE SWALE PER DETAIL 11, SHEET 6, ib _ PER PLA'~l , ~~~---=-~-...,_,.,........,,,_,...,,_.....--..----........... ~~--=-:.:~ 12 PLACE RIP-RAP PER O.C.E,M,A. STD, 1809, AND PER DETAIL 5 SHEE.T 83 @ CONSTRUCT 0,35' A,C, OVER 1.0' A.13 .• @ CONSTRUCT 15' WIDE. 6" THICK MISCELLANEOUS PROCESSED BASE ACCESS ROAD. @) CONSTRUCT 6' HIGH CHAIN LINK FENCE PER A.P.W,A. STO, 600-0-0C, PLACE I TON RIP-RAP WITH GROUT CDNS"('RUC.i: 't:0\.JNORNN \"4\:'c, i ?~R DCi A\\.. Ot,J. £>\o\EE.i 7 A, COWST, (SjQAPE'O E'A12:f._J ..SWALe PBQ DE:1.A.IL.. R/W 82' 45' 37' CAL .UNDERCUT S ,, . N.T ,S. R1DGE PARK ROAD STA. 10+56± TO 151-48.39 , ERGROiJND STORAGE l ANK REMOVAL• I, THE EVENT THAT SOIL CONTAMINATION IS !llSCO,,J;Z ED DURINC EXC • T!ON /\ND REMOVAL OF AN EXISTING TJ\NK 'fORK,SHI\LL OE STOPP UNTIL A SITE ASSESSMENT AND MIT!' !ON PLAN lll\S BEEN PREPARED. UBMJ TTEO ANO APPROVED BY EM ENVIRONMENT AL RE.0 '.JtlR<,ES /\ND EMA/GRA G, AND GSA/!NTEGRATED WA '?!'MANAGEMENT. .' ISSUANCE OF A DING PERMIT DOE • OT ELIMINATE THE NEED FOR PERMITS FROM OTHE GENClES 1-1 REGULATORY RESPONSJB!LITIES FOR CONSTRUCTION /IC !TIES ~SOC!ATED 1-!!TH HIE \iORK AUTHORIZED ON THIS PLA, NOJS[ CONTROL NOTES, r,.. VEHICLES OR EIJUI NT. FIXED DR MOBILE. OPERATED HIT N 1,000' OF A DWELLING H/\LL BE EOUIPPEO WITH PROP , Y OPERATING AND MAINTAINED 'FFLERS. 8, ALL rERATIONS SHALL COMPLY WITH ORANGE COU DR NANCES. OIV!S!DN 6 !NOISE CONTROL!. STOCKPILING l\fl!l/OR VEHICLE STAGING AREAS SHALL BE LU AS FAR AS PRACTICABLE FROM DIIELLH!GS /\S DETERMINED i"I~'" MANAGER. DE\IELOPME!H SERVICES. DR. 19 (tos2s~ ' l " ., i-2et 3 Of 110 -Fo~ c;~tN<::ii NofEe:....:> ,s,e,E SHEET 1 "AS-BUILT" ORANGE COUNlY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUil T" TYPICAL STREET SECTIONS & CONSTRUCTION NOTES 4 o 1'.::> -13 '044· S ,,_MM_K .J_DA_TE__,_ __ DE_·s_cR..:.lPll..:.O..:.N..:...._-11 PREPARED UNDER w SU?ER\1Sl0N OF ____ -c---c---~ SHEET " REVIS!ONS R.C.t, DAE .., OESlGNED MT. SCALE DATE DWG, NO. OF DRAWN C.'(, CHECKED J.D. AS SHOWN MAY 1988 116 GRADlrlG PLAN CONSTRUGTION NOTES -1046l0,23JPFz ::3092 2270 - 62' t I 37' 27' (21") RECLAIMED SEWER POME5T!C WA GAS STO ~ O DR ·, l -1' 11' 15' 12' TYPICAL SECTION RIDGE PARK ROAD N,T.S. PRIVATE ENGINEER'S NOTICE TO SURVEYORS DUE TO THE STEEP SLOPES MID EXISTING DENSE BRUSH ON THE Ai1f:N._. TOPOGRAPHY DEPICTED HEREON. MAY NOT ACCURATELY REPRESENT THE GROUND ELEVATIONS AT ALL LOCATIONS. WHERE THE EX!STING GROUND ELEVATION !S CRIT!CAL TO COMPONENTS OF CONSTRUCTION (e.g. DAYLIGHT LINES ON STEEP SLOPES, DHAINAGE SYSTEM INLETS/OUTLETS, RETAINING WALL 61\CK CUTS etc.) THE SURVEYOR SHALL FIELD VERIFY THE TOPOGRA.PHY AND INFORM THE ENGINEER OF .ANY DISCREPANCY PRIOR TO SETTING STAKES FOR CONSTRUCTION. TA. 10+00 TO STA. Iv 48.39 w TELE PHONE D CONDUITS DIILY--- TE.LEPHONEi]. CONDUITS- ONLY GO' 12' 20""ZONE G RECLAIMED W RMAIN STORM • 0-----"CABLE TV STA.15~48,59 TO STA. 56+00 I [e·· ZONE H RECLAIMED WA MAIN 0 D~N !~ n SEWER Q ' 1\l' I 3.5' ~S.C.E. STA. 56+00 0 I 1-,, >--CONDUITS TO 4.5 5' s· 4:5' •3' e· l ~-, ·"' ONLY STA. 71+00 ' 10.5' 4' I ·'\ '" 15.5' 12' '\, '---,12" ZONE 7 DOMESTIC ~JERMAIN TYPICAL SECTION RIDGE PARI< ROAD N.T.S. Vl'>""I" A l'<ll>G,l'E. i,.oi.'ti '---16" ZONE" 6 DOMESTIC WA RMAIN ·,:: ' • f'El'! o.e,.,a.M,A. $"It>·: \>\.AN ~o. \\07 SO' 3tl' 31]' 2' 21J' 2tr 5' I :5' R/fJ IIJ' 5' 5' 2' STA.38+27 TO STA. 40+19 CONSTRUCTION NOTES STREET IMPROVEMENT PLANS STORM DRAIN PLANS (i9) ~ @) @ @) ~j) ~}) CONSTRUCT REOIIOOD HEADER !'ER DETAIL 19, SHEET 83, i\ND \'EIZ o.C.E.M,/¾. ,nD. IG82. CONSTRUCT "A2-6" TYPE CURB AND GUTTER PER A.P.\l.A. STD. 104-D-OC lW~tS'l CONSTRUCT LOCAL DEPRESSION PER O.C.E.11.1\. STD. 1308, "L" PER PLAN CONSTRUCT PARK\.l/\Y CULVERT TYPE "A" PER O.C.E.M.A. STD. 1309, ["S" PER PLAN, "H" HEIGHT OF OPENING-PER PLANJ CONSTRUCT 4' -6" IIIOE SIDEli/\LK PER O.C.E.11.A. STD. 1205 @ CONSTRUCT FLARED DEPRESSED CURB DRlVE\11\Y APPROACH PER O.C.E.M.A. STD. 1210 C";\@ CONSTRUCT ACCESS RAMP PER C!,C..E.N.. />.. :STD.· I \.1 -1::-Oc., CA"!P E. \_2.~Q-CDN$'\",Zv<:., NY.E6S "--"""!' f'c.12. C,,C-E.M-P,.. STD. w-1-0.::..,, C.AG."E G (!:?} R~MOVE EXISTING BARRICADES @ REMOVE EX! ST l NG CON_C~ET~·- , ,-/-...., -," ~-~. --~-~ -~ .~ _,,. --• .,_ ,,.-~-- -' N&fRl:l8T "DEAD ENDM SIONH-1 . . .. :A..,,S'fD.1401 ANEl 140: ( 8 :2.9 INSTALL STRE.E T N/\M 1:-Sl<>N PE$. Pf« RP STP PL.AN llf07.', \_ •• ,, 130 SAIICUT EXISTING PAVEMENT ..... ,_ ._ .. ···-· • ,....~ _..._.:;-,,-"-"'••m.c•,.••••••-~, • ••·•• /"\••••-""'"•••••••• @ INSTALL 2 • 6" P,V.C. (SCH. 401 WITH PULL ROPE TRENCHING PER O.C,E,M.A. STD. PLAN 1760 (MIN. 30" COVER) R'i:..'t-'\OV'i;,. S'f-\~'\NG, '8AR~\CAPE.S EWER/WATER IMPROVEMENT PLANS @ @ @ @ (§ ® ~ SE\IER CONSTRUCT 8" RV,c; . SEl.lE!l MAIN IHTH BEDDING PER !.R.li.D. STD. S-6. CONSTRUCT 6" D.l.P. CLASS 52 FORCE MAIN IIITH BEDDING PER 1.R.11.D. STD. S-8. CONSTRUCT 48h PRECAST CONCRETE SEIIER MANHOLE PER I.R.11.D. STD. S-1 111TH COVER CON!l"fRllC 1 41?,'' PRl!C./¾Si CONC.RETE SEW!ifl. Ml>;NHO\.t. PE.R-\,R,,W.n. $\o, 'S-\ Wl1'1r\ CcVER. AN? W\1'\"\ "T~ 1,.0C.\11.. l-H•4C.R CONSTRUCT SEUER f'LIJG. REMOVE SEIIER PLUG. DOMESTIC \/ATER CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.11.0. STD. >1-5. REMOVE BLIND FLANGE. RELOCATE EXISTING FIRE HYDRANT PER I.R.W.D. STD. W-5, RFCL/\!MED IIATER CONSTRUCT 4w P.V.C. CLASS 200 lllTH BEDDING PER I.R.U.D. STD. U-11. CONSTRUCT TEMPORARY BLOhl-OFF Af-.JP GL.ORii'JAT[ON AGGE::Mf?;LY PER PETAIL- Oi-J -5/CJEE::T /JO ac. 5fRE'ET IM?RO\/EM'i:.\'{T ?U\\.,\5 (C<>>',1Nue.) CON$'\"RtlC, o.,i;· .... c.. CA? l'"-oM '!>iP. 14+2.5 -re, s:,A 3'8,-?-S p.;o,~\)S"f' A\.\., E~\S."\. MP..NHOt.ESI VALVE. C'OVERS TO F\MA.i. GKAOE PRIVATE ENGINEER'S NOTICE TO CONTRACTORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHO\./N ON THIS PLAN ARE OBTAINED S)' A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF DUR KNOWLEDGE THERE ARE NO EXISTING UT!LlTlES EXCEPT AS SHO\./N ON THESE PLANt. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHO\./N ON THESE PLANS. ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING \JORK SHO\.JN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY \/!TH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTl'IENT OF LABOR, AND \./!TH THE STATE OF CAL I PORN I A DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS", THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY \/AY FOR THE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE \/ITH THE OCCUPATlONAL SAFETY AND HEALTH REGULATIONS OF THE U.S. DEPARTMENT OF LABOR OR 111TH THE STATE OF CALIFORNIA OF INDUSTRIAL RELATIONS ''CONSTRUCTION SAFETY ORDERS". CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB S!TE CONDITIONS DURING THE COURSE OF CON- STRUCTlON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TD NORMAL \IORK!NG HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE 0\./NER AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION \.J!TH THE PERFORMANCE OF \.JDRK ON TH!S PROJECT, EXCEPTING FOR L!ABlLIIY ARISING FROM THE SOLE NEGLIGENCE OF THE 01/NER OR-THE ENGINEER. INSTALL HIM RCf' ID-LOAD PER PROFILE) INSTALL 24b .. RCP ID-LOAD PER PROFILE} INSTALL 45w RCP ID-LOAD PER PROFILEJ INSTALL ;:15• RCP ID-LOAD PER PROFILE) INSTALL 21 w RCP ID-LOAD PER PROFILE} IlllSTAU. 'e7° RCP ID-LOAO PER PROFILE) INSTALL ElCTRA CO\/ER 27" RCP ( D-LOAO PER PROFILE ) INST/ILL EXTRA COVER 30" RCP I D-LOAO PER PROFILE ) INST/ILL EXTRA COVER 36" RCP { D-LOAO PER PROFILE l INSTALL EXTRA COVER 18" RCP I D-LOAP PER PROFlLE l INST/ILL EXTRA COVER 48" RCP ( D-LOAD PER PROFILE l INSTALL EXTRA COVER 45" RCP ( D-LOAD PER PROFJLE l CONSTRUCT JUNCTION STRUCTURE TYPE I PER O.C.E.MoA, STD. 1310 CONSTRUCT JUNCTION STRUCTURE TYPE II PER O.C.E.M.A. STD.13!1 PLACE I TON RIP-RAP TO COVER BOTTOM AND GROUT ALL VOIDS TO 1/2 ROCK DIA. CONSTRUCT DOHNDRAIN TO PIPE TRANSITION STRUCTURE PER O.C.E.M.A. STD.133! CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD.1302 CONSTRUCT CONCRETE SLOPE ANCHOR PER O.C.E.M./1. STD.1333 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD.1317 CONSTRUCT OUTLET STRUCTURE YITH YING VALLS PER DETAIL 64, SHT.85 INSTALL • EXTRA COVER 63" RCP ( D-LOAD PER PROFILE J CONSTRUCT ENERGY DISSIPATOR PER DETAIL 65. SHT.85 INSTALL EXTRA COVER 60" RCP ( D-LOAD PER PROFILE) CONSTRUCT P.M.H. RETAit-JING WALL PER DETAIL 69, SHEET 96 INSTALL TYPE V INLET PER O.C.E.M.A. STD. 1305, INSTALL EXTRA COVER 24" RCP ID-LOAD PER PROFILE l CONSTRUCT JUNCTION STRUCTURE TYPE III O.C.E.M.A. STD. 1312 CONSTRUCT BRICK AND MORTAR PLUG INST/ILL EXTRA COVER 42" RCP ID-LOAD PER PROFILE l INSTALL ENERGY DISSlP/\TOR RINGS PER DETAIL 72. SHT.83 CS= 12'-(J-O.C.J @ INSTALL EXTRA COVER 21" RCP ! D-LOAD PER PROFILE l @ RE.l"\OVE IN~T "T<(?E."51: ~78 R\:.MO•/E. \'t4:tEf''EJ:t:,\'t4G ?OR'T\DN Of 1$.'oC '50" St; 'f'i 0 [ . V.:':7 ' EROSION CONTROL PLANS @ ·@ @ @) 1· CONSTRUCT SANDBAG VELOCITY REDUCER PER O.C.E.M,A. STD. PLAN 1328 2 ROWS DEEP. ' CONSTRUCT VEHICLE ACCESS RAMP PER 0.C.E.M.A. STD. PLAN 1329 3 SAGS HIGH. CONSTRUCT DOUBLE ROW SANDBAGS, 2 BAGS HIGH. CONSTRUCT TEMPORARY RISER PIPE PER DETAIL 123, SHT. 83 STOl-::":/'✓1 DRAIIV PL.A.NS ( CO/\.JT.) ® CONSTRUCT ./.:5. TYPE JV . .FER. O.C.£.).f'.A. 5'7V. /3/3 . DR, 19 (.16528) Sheet JA Of 1.16 . Prepared By; Cg~ CDC ENGINEERING INC, = ... --:1 CJ.vi! Des1gn Consulte.nts 5 lfrlgley, fnfoe, CA ~2718 {714.)830-6801 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY ·ryp I CAL STREET SECT,I ONS & COr~S1.RLlCT I ON "AS-BUil T" MARK DATE DESCR!PTJON PREPARED UNOER F~~='---=.=..:-=.c-""-'-----ISUPERVIS!ON OF..__,.,).~-___ _ SHEET 3A REVISIONS DES !GNED SCALE DA TE 0\IG. NO. • OF L, ______ .;..,,_.;..,,~-----------~-------------------------------~-----------------------------------------;p=:-')---:'-;::,'1-~r,--::r::f-""".::':'~~-::i:~":"""------.J.::[)~RA,:,;;~:.;.N .... a.;a;~~CH~E~.C~KE~D;;;a;;;;~~~A~S~S~HO~W~N~~~~---~~-.1..._;,;11_;;;6~ yl~~. ~ ..... LCJ .. ~[ __ ~>~') ?~:fJ.~ ----___ :p,, SH:~.:A: 1-048:,23JPF, 3092 90 l::□:'.-9.102:_23 PM/ 3092-709 GENERAL CONSTRUCTION NOTES (THESE NOTES "NOT A PART" OF GRADING) 1. This note herein incorporates, by reference, those general notes numbered 1 through 22 of OCEMA Standard Pion 1801 , 1996 edition. 2. The developer/ contractor shall have a copy of the current OCEMA Standard Plons on the construction site at all times. . • 3. The developer shall telephone EMA/Public Works/Construction at 567-7800 at least 24-hours prior to starting construction work subject to EMA/Public Works 4. 6. 7. 8. 9. 10. 11 . inspection. • EMA ENCROACHMENT PERMIT REQUIRED. EMA approved plans do not relieve contractor/developer from responsibility to obtain public property permit which shall be available on the job at all times work is being accomplished in the public right of way. Ali concrete curb ond gutter flow lines with less than 1 % grade shall be water tested prlor to final finishing to insure proper drainage without unocceptoble high or low spots. • • · All utility trench bockfiil and compaction inspection outside the limits of dedicated street right of way shall be performed by OCEMA Reguiotion. All damaged concrete sidewalks or curbs shall be saw cut to the nearest transverse score mark or adjustable control joint or weakened plane joint end replaced in conformance with the applicable provisions of OGEMA Standard Plans. Developer shall maintain adjacent streets in a neat, clean. dust-free and sanitary condition at all times and ta the satisfaction of County's inspector. The adjacent streets shall be kept ciean of debris, with dust and other nuisance being controlled at all times. Developer shall be responslble for any clean-up on adjacent streets affected by his construction. Method of street cleaning shall be by dry ssweeping of all paved areas. No stockpiling of building materiais within the County right of way without the permission of County's inspector. Prior to final acceptance of streets improvements, ali street pavement, striping and stenciling within the perimeter of the construction project will be restored to a "like new" condition, in a mormer meeting the approval of the Director of Public Works. All striping and stenciling shall be according to Standard Plan No. 1801, Note 17. • Traffic shall be maintained at all times and shall be protected with adequate borrlcodes, lights, signs and warning devices as per the current State of Colifornio, Deportment of Transportation, Manual of Traffic Controls and to the directions of the County's inspector. OCEMA Standard Plans shall take precedence over any conflicts except for Standard Plans affecting utility companies, if their standards are more stringent. 12. Any utilities under paved areas of private streets shall have a minimum of 30" cover and developer shall provide private laboratory compaction certification for oil underground utilities prior to any paving. Developer shall set up a meetfng with the inspector and the private laboratory prior to any testing. 13. A.C. pavement placed under carports/roofs shall be slurry sealed in accordance with Section 302-4 "Emulsion -Aggregate Slurry" of the Standard Specification for Public Works Construction, 1988 edition, before final acceptance. 14. All traffic marking and striping shcl! be stencils which conform with California D.O,T. non-metric standard. 15. No concentrated flows across asphalt pavement without County inspector's approval. 1. ,., L.. 3. 4. 5. 6. TRACT IMPROVEMENTS (LOCAL) STORM DRAIN GENERAL NOTES AL[ CONt.:RETE IN REINFORCED CONCRETE STRUCTURES MUST BE 3250 POUNDS PER SQUARE INCH IN 28 DAYS; TYPE OF PORTLAND CEMENT CONCRETE TO BE DETERMINED BY OCEMA MATERIALS LAB. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS, UNLESS OTHERWISE SHOWN FOR TRENCH EXCAVATIONS IN NATIVE SOIL, SHORING SHALL BE PROVIDED TO SATISFY STATE OF CALIFORNIA SAFETY REQUIREMENTS. PIPE CONSTRUCTION IN FILL AREA MUST BE COORDINATED WITH THE GRADING TO INSURE THAT WHEN THE FILL OPERATION HAS BEEN COMPLETED AT GRADE THERE IS A MINIMUM 2 FEET OF FILL ABOVE THE TOP OF PIPE. ALL WORK MUST BE IN CONFORMANCE WITH THE CURRENT ORANGE COUNTY E.M.A. STANDARD SPECIFICATIONS AND MUST BE KEPT ON THE JOB SITE AT ALL TIMES. THE CONTRACTOR MUST NOTIFY THE OCEMA INSPECTOR AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION BY TELEPHONING 567-7800, OR BY WRITING THE ORANGE COUNTY E.M.A .. CONSTRUCTION, P,O. BOX 486, SANTA ANA, CA 92702. 7. ALL· FiLLS MUST BE CO~PACTED TO• 90% . RELI\JIVE COMPACTION AS. DETERMINED BY THE CALIFORNIA TE;ST METHOD NO. 216,. 1978 "FIVE U\YER METHOD." ALL BACKFILL MUST BE. FREE OF VEGETABLE MATTER. . . . l 8. ALL SURVEYING REQUIRED FOR VERTICAL AND HORIZONTAL ALIGNMENT 9. 10. 11 . 12. 1.3. 14. 15. '7 I ' • 18, MUST BE PROVIDED BY THE CONTRACTOR OR DEVELOPER AND SUFFICIENT REFERENCE STAKING MUST BE IN ACCORDANCE W!TH THE REQUEST OF THE OCEMA INSPECTOR. ALL REINFORCED CONCRETE· PIPE MUS'r BE BEDDED IN ACCORDANCE WITH PIPE BEDDING DETAIL PER, OCEfvlA STANDARD PlAN 1319. ' • CONTRACTOR WILL NOTIFY O.C.E.M.A. MATERIALS LAB (PHONE #567c... 7805) 48 HOURS PRIOR TO D-LOAD TESTING OF R.C.P. FOR VERIFICATION OF RESULTS. PRIOR TO THE Pl/,CEMENT OE STORM '.DRAIN IMPROVEMENTS, THE DEVELOPER'S SOIL ENGINEERING SHA(L CERTIFY IN WRITING TO THE , E.M.A..INSPECTOR THAT THE. STORM'i DRAIN'S SUBGRADE IS. OF ADEQUATE STRENGTH TO SUPPORT THE STRUCTURES AND ANY ANTiCIPATED LOADS. '. ' • _., ' • . it ''' '" . PRIOR TO THE COMMENGEMENT bF CONSTRLJCTiON, THE DEVELOPER'S CONTRACTOR SHALL OBTAif'.j A PERMIT FROM JHE ·STATE . DIVISION OF INDUSTRIAL SAFETY. A COPY OF PERMIT SHALL BE KEPT ON THE JOB SITE AT ALL TIMES. WHENEVER APPLICABLE, -THE DEVELQPER • SHALb OfiTAIN .. A PERMIT FROM THE STATE DEPARTMENT OF FISH fl-ND GAME IN ACCORDANCE WITH SECTION 1602 OF THE CALIFORNIA FISH AND GAME CODE PRIOR TO COMMENCEMENT OF CONSTRUCTION. ALL STEEL THAT IS TO BE CONTINUOUS SHALL 'BE LAPPED A MINIMUM OF 45 BAR DIAMETERS. ALL MATERIALS TESTING FOR THE DRAINAGE FACILITIES SHALL. BE PROVIDED BY THE OGEMA MATERIALS J_AB IN ACCORDANCE WITH THE NUMBER, LOCATION, AND FREQUENCY .REQUESTED ·BY THE OCEMA INSPECTOR. CHAMFER ALL EXPOSED EDGES ·OF CONCRETE 3/4 1' MIN . A PERMIT FOR WORK WITHIN EXISTING STREET RIGHT OF WAY IS REQUIRED FROM THE OCEMA FOR·ANY ENCROACHMENT NEC~SSARY FOR CONSTRUCTION IN PUBlJCIRIGHT OF WAY. LENGTH OF MANHOLE STRUCTURES MAY BE. INCREA,;SED TO MEET P!PE ENDS AT OPTION OF CONTRACTOR AS. LONG AS REINFORCING STEtl IS CONTINUED AS REQUIRED. ANY CHANGE IN SPUR LOCATION .. MUST BE APPROVED BY THE ENGINEER • •• 19. FLOOR OF MANHOLE STRUCtURE SHALL BE STEEL TROWELLED TO SPRING LINE. 20. BODY OF MANHOLE STRUCTURE, INCLUDING SPUR, MUST BE POURED IN ONE CONTINUOUS OPERATiON, EXCEPT THAT CONSTRUCTION JOINT AT THE SPRING LINE WITH A LONGITUD!NAL KEYWAY IS PERMITTED. 21. ALL REINFORCING BARS MUST BE SECURELY HELD IN PLACE IN THE FORMS. TWO-WAY MATS OF STEEL MUST BE WIRED TOGETHER BOTH WAYS AT ALTERNATE INTERSECTIONS. 22. STORM DRAIN BACKFILL FOR ALL FACILITIES WITHIN STREET RIGHT OF WAY IS TO BE PLACED AND COMPACTED UNDER OCEMA INSPECTION AND MEET OR EXCEED OGEMA MINIMUM STANDARDS. 23. 24. 25. 26. 27. 28. 29. 30. ALL PIPE TO BE BANDED AND GROUTED. RCP SHALL COMPLY WITH ALL A.S.T.M. APPLICABLE STANDARDS. WORKING WITHIN ORANGE COUNTY FLOOD CONTROL FACILITIES IS RESTRICTED TO THE PERIOD OF APRIL 15 TO OCTOBER 15. ALL CATCH BASINS. AND LOCAL DEPRESSIONS SHALL BE CONSTRUCTED PER STREET iMPROVEMENT PLANS IN ACCORDANCE WITH OCEMA STANDARD PLANS. THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OTHER WATERS MAY PROCEED UNINTERRUPTED ALONG THEIR EXISTING STREET OR DRAINAGE COURSES. IN THE COURSE OF WATER CONTROL, THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION W!TH FUELS, OILS, BIFUMENS, OR HARMFUL MATERIALS. LOCAL DEPRESSIONS AND DECKS OR CURB INLETS SHALL NOT BE POURED UNTIL ADJACENT CURB AND GUTTER HAS BEEN POURED. IF A DRIVEWAY ENCROACHES WITHIN A LOCAL DEPRESSION TRANSITION, USE EMA STANDARD PLAN #1308 -TYPE A. 4 , f4 BARS -2" 1MDE STEEL STRAP v\1TH 3/8" 90LT Ur-. . -r---8~-~ . tL I STDTE~SP Ml~ "'-3• GUNITE I,< 1'1.0!L..-i i TYP. -~ 6"x6"-W1.4/ ----1.Qj;jf~~<; ~i~ • " :I ~ 1.4 W.W.M • .J,. <I 4 • .,J . • ~~'<-... \,~ •. "·-~ SET TEE SECTION IN V,1':T ANCHOR BLOCK MIN. 5 SACK/C. Y. CONCRETE FOOTING & CONCRETE OR METHOD APPROVED TROl'IEL INSIDE TO DRAIN BY BUILDING OFFICIAL w DESIL TING BASiN PER OCEl\.qA STD 1327 ~------------- 2% -1121-1-~~12~ 2% ~ ~8" MIN 1~ • ' SECTION Z1-Z1 6"x6"x#1.4x#1.4 V/WM I 7 j-3.25' ~ 3.25' 2% I SPILLWAY • 1 'MIN !_ 10 _J /PER • DErAIL I-I HEREON , ...,...J~-2~-1 MIN SECTION Z -· Z 0~ __ S_P_IL_L_V't1_' A_Y_P!E_R_O_C_l:_~Jl_A __ S_T_D_13_2_7 __ ·- Prepared By: F.·lCDC ENGINEERING INC. Civil Dealan. Consultants IS li~ey, lr'rini;, CA wtlt 11«)a:!O-e&ll DRo 19 (J.6528) Sheet 3.B Of l i6 1 , '2 I • . "AS-BUILT" 0 1 3 inches on original drawing 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY GRADING PLANS FOR· VISTA RIDGE ROAD TITLE SHEET (CONT) GENERAL NOTES lo !l~ "AS-BU!L T" -'5~ "· S MARK DATE DESCRIPTION PREl'AAED UNDER I ---~-~-------!!THE SUPERVlS!ON or ------- REVISIONS RCE DATE i SHEE1 30 DATE 116 DESIGNED SCALE DATE IJWG NO DRAWN CHECKED 1•~40• 110-21-96 { ;;...- ! 90 91 92 93 DOMESTIC CONSTRUCT FIRE EXISTING GRAD~ ~ v- 0-- MATERIALS (j) D.!, DR C.l, PLUG !JR CAP-TAPPED 2-!/2' I ~ ® ® 2" X 6~ BRASS NIPPLE 2~ BRASS-90~ f:LL 2' X 12' BRASS NIPPLE 26 BRASS-GATE VPLVE FJP X FIP 2' RISER MATERIAL <PVC,GALV.□R BRASS-LENGTH AS REQUIRED) RIGID PVC REDUCING BUSHING (2-1/2~X 2) 2' M.l.P. X PVC ADAPTER FDR PVC RISER FOR THRUST BLOCK, SEE lR\/D STD. DwG, w-12 NOTES, 1EMPORARY ELD\./ -DEF ASSEMBLY REQUIRED AT ALL DEAD END UNES. 2 REMOVE R!SER MATER!,,L AFTER fLUSH!NG AND INSTALL 2' BRASS PLUG IN VALVE , LEAVE VALVE CUJSED. @-T_E_M_P_□_,R_A_R_Y_B_L_□_w __ □_F_F_A_N_D_C_H_L_'□_R_I_r\J_A_T_I_□_N_ ASSEMBLY VVATER If\/: PROVEtv1E1~TS: U~JITS , ., HYDRANT PER iRWD STD. DWG. w 5 EA REMOVE BLIND FLANGE . EA CONSTRUCT 8" P.V.C. ClJ\SS 200 WITH BEDDING PER I.R.W.D. STD. w 11 ICOMPLE !N PLACt) LF INSTAi L 8" GATE VALVE Pf_R I.R.W.D. STD. W-7. EA QUANTITY 5 5 1268 5 STANDARD SIEWIER NOTES 1 . 2. 3. 4. 5. 6. THE SEWER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL SEWER WORK SHALi_ CONFORM TO THE DISTRICT'S "STAND;\RD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATER FACIUTIES," AS LAST "'1:'\11 c "'D '"-._;[_ ' THE SEWER CONTRACTOR SHALL HAVE A COPY OF THE DISTRICT'S STAND/\RD SPECIFICATIONS ON THE JOB. THE CONTRACTOR SHAL.L OBTAIN A. CITY OR COUNTY PERMIT FOR WORK DONE ON PUBLIC RIGHT-OF-WAY. THE DISTRI.CT ENGINEERING OFF!CE SHALL BE CALLED FOR INSPECTION FOUR ( 4) WORKING DAYS BEFORE START OF WORK AT (714)45.3-5300 OR .453-5615. A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD 48 HOURS BEFORE STARTING CONSTRUCTION WORK. THE CONTRACTOR SH1\LL EXPOSE ALL ,JOIN POINTS TO THE EXISTING SEWER SYSTEM F'OR VERIFICATION OF LOCATION /\ND ELEVATION BEFORE CONSTRUCTIOt~. 7. STATIONS SHOWN AS 0+00.00 ARE SEWER 'oTATIONS AND ARE l~JDEPENDENT OF AU_ OTHER • STATIONS 8. ALL LATERALS A.RE TO BE ST.AKED BY A SURVEYOR BEFORE TRENCHING AND A COMPLETE SET or CUT SHEET SUPPLIED TO THE DISTRICT INSPECTOR. 9. ALL SEWER MANHOLE LIDS ARE TO HAVE "IRWD" CAST THEREON AS SHOWN IN DRAWING S-4. 10. THE DISTRICT WILL INSPECT AND TEST THE SEWER COLLECTION SYSTEM At~D LATERAL SEWERS TO THE F'ROPERTY CLEAN-OUT. PRIVATELY OWNED SEWER LATERALS FROM THE PROPERTY LINE CLEAN-·OUT WILL BE INSPECTED·.AND TESTED BY THE COUNTY OF ORANGE. 11. INFILTRATION AI\JD AIR TESTINC OF SEWER Lil~ES SHALL BE iN ACCORDANCE WITH THE DISTRICT'S "STANDARD SPECiFICATiONS FOR THE CONSTRUCTION OF WATER, SEWER, AND RECLAIMED WATER FACILITIES". 12. ALL SEWER LINES SHALL BE 8/,Li_ED IN THE f0 RESENCE OF THE DISTRICT INSPECTOR BEFORE COMPLETION OF ALL LEAKAGE TESTS. 1.3. P11°EUNE LEAKAGE TESTS SHALL BE MADE IN THE P1,ESENC[ OF TH[ DISTRICT 14. 15. 16. lt~SPECTOf~. ONLY AFTER BACK Fil_!_ HAS BEEN COMPLETED, COMPACTION TESTS ON BACK f'ILL Hl\VE BEEN M1\DE, AND THE BACK FILL HAS BEEN ACCEPTED BY THE DISTRICT INSPECTOR. t,U_ S[WER MAIN LINES 6-INCHES AND I/IRGER ARE TO DISTRICT USING A CLOSED CIRCUIT TELEVISION SYSTEM. RECORDING WILL BE MADE OF THE INSPECTION. BE INSPECTED BY THE A VIDEO TAPE THE CONTRACTOR IS TO PROVIDE THE DISTRICT WITH AN AS-BUILT SET OF JOB PRINTS WITH TIE-DOWN MEASUREMENTS FOR ALL LATERALS AND MANHOLES. BEFORE FINAL ACCEPTANCE, THE DEVELOPER'S ENGINEER SIGNING THE PLANS SHAL.L FUF;NISH THE DISTl~ICT WITH A SET OF AS-BUILT MYLARS OF THE SEWf:T~ PLAN. 11, CURBS SHALL BE INSCRIBED WITH f,J; "S" lt✓DICATING LOCATIONS OF ALL SEWER LATEf,Al.S .. 18. CURBS SHAI_L BE INSCRIBED WITH T!ES FOR ALL MANHOLE LOCATIONS. 19_ TRENCH BACK FILL, ON ALL SEWER AND WATER TO BE DEDICATED TO THE DISTRICT, SHALL, BE COMPACTED TO 90% RELATIVE DENSITY AS DETERMINED BY fHE F!VE-- LAYER TEST METHOD (CALIFORN!A 2160). TESTS W!lL BE REQUIRED E\/ERY 300-FE[T OF TRENCH Of~ AS DETEf,MINED BY THE DISTR!CT INSPECTOR. THE DEVELOPER SHALL SUBMIT WRiTTEN R[SULTS Or-COMPACTION TESTING TO THE DISTRICT BEFORE ACCEPTANCE. IF IN DEDICATED STREET OR FUTURE STREET, COMPACTION WILL BE AS REQUIRED BY GOVEl,NMENTAL AGENCY HAVING JURISDICTION, BUT NO LESS THAN 90% RELATIVE COMPACTION, 20. • DISTRICT WILL il~SPECT AND TEST MAIN LINE SEWEf, ONLY. SEWER U\TERALS FROM THE MAIN LINE OR PROPERTY UNE TO BUILDINGS THAT ARE PRIVATE WILL BE INSPECTED AND TESTED BY THE CITY OF IRVINE COMMUNiTY DEVELOPMENT DEPARTMENT OR OTHER APPROPRIATE AGENCIES IF OUTSIDE THE CITY OF IRVINE. !RVINlE RANCH WATER D~STR~CT WATER NOTES 1. THE WATER SYSTEM IS TO BE INSTALLED BY THE DEVELOPER. ALL WATER SYSTEM WORI< SHALL CONFORM TO THE DISTRICT'S "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF WATER, SEWER, AND [~[CLAIMED WATER FACILITIES," AS U\ST REVISED. 2. THE DISTRICT ENGINEERIPJG OFFICE SHALL BE CALLED FOR INSPECTION FOUR ( 4) WORKlt,G DAYS BEFORE START OF WORK AT (714)453-5300 OR (714)453-5615 3. A PRE-CONSTRUCTION CONFERENCE OF-REPRESENTATIVES FROM AFFECTED AGENCIES l,ND THE CONTRACTOR SHALL BE HELD ON THE JOB SITE 48-HOURS PRIOR TO ST;\RT OF WORK. 5. THE WATER SYSTEM IS TO BE STAKED BY THE DEVELOPER'S ENGINEER AT A MINIMUM 50-F-OClT STATIONING IF THERE ARE NO EXISTING CURBS. ANY WATER SERVICE FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SHALL BE REMOVED COMPLETELY AND REINSTALLED AT THE PROPER LOCATION AT NO COST TO THE DISTRICT. 5. ALL MAIN LINE VALVES SHALL BE MAINTAINED SO AS TO BE /,CCESSIBLE DURING TRACT DEVELOPMENT, AND ALL VALVE STEM TOPS HAVING OVER 48-INCHES OF COVER WILL REQUIRE AN EXTENSION AS PER DRAWING W-8. 7_ IN RESIDENTIAL STREETS, THE TOP OF THE PIPE, 10-INCHES AND SMALLER, SHALL BE A MINIMUM OF 42-:-INCHES BELOW THE FINISHED STREET SURFACE AND 48-INCHES BELOW FINISHED STREET SURFACE ON ALL PRIMARY AND SECONDARY STREETS. 8. ALL FIRE HYDRANTS SHALL BE SET WITH THE BOTTOM FLANGE 4-INCHES ABOVE THE CONCRETE PAD OR SIDEWALK WITHOUT THE USE OF SPOOLS AND SHALL BE LOCATED A MINIMUM o,-3 FEET FROM THE ECR OR BCR AT INTERSECTION. 9. ALL WATER MAINS 6-INCHES THROUGH 12--INCHES SH/\LL BE CLASS 150, ACP, UNLESS OTHERWISE NOTED. 10. NO TAPS OR OTHER CONNECTIONS SHA.LL BE MADE TO EXISTING DISTRICT WATER MAINS PRIOR TO CONDUCTING AN APPROVED PRESSURE TEST ON THE NEW WATER DISTRIBUTION SYSTEM. TAPPING SLEEVES SHALL GE PRESSURE TESTED IN AN APPROVED MANNER IN THE FIELD, !N THE PRESENCE OF THE DISTRICT INSPECTOR, PRIOR TO TAPPING THE MAIN LINE, TAPPING OF THE MAIN LINE SHALL NOT PROCEED UNLESS A DISTRICT INSPECTOR IS PRESENT. 11. WHERE METERS AND METER BOXES ARE LOCATED WITHIN SLOPES, THE /,NGLE METER STOPS SHALL BE SO LOCATED THAT THE METERS AND BOXES WILL BE Pr'\RALLEL AND FLUSH, RESPECTIVELY, WITH THE FINISHED SURFACE. 12. NO METER IS TO BE PLACED WITHIN ANY SIDEWALK OR DRIVEWAY AREA. 13. 14, CURBS SHALL BE iNSCR!BED WITH A "W" INDICATli✓G LOCATIONS OF ALL DOMESTIC WATER SERVICES. INDIVIDUAL PRESSURE REGULATORS ARE TO BE REQUIRED BY THE UNIFORM PLUMBING CODE IF AVER.L\GE STATIC PRESSURE IS 80 PSI OR MORE. CURBS SHi\LL BE INSCRIBED WITH TIE DOWNS FOR ALL VALVE LOC.l1T!ONS. 16. THE CONTRACTOR SHALL EXPOSE ALL JOIN POINTS TO THE EXISTING .DOMESTIC WATER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCTION. "AS-BUILT" DR. J9 {16528) 'f 1 , ,;., Sheet 3 C O •. ;.v '/; (ijED NOTES 92 &102, 3 i S/YJ/97 & RE\IISED QU/l;~TITIES 1-----------~-i /\ I ADDED TEMPORNlY tfl'..;,/) L_\l4/17/97 BLOW-OfT ASSEMBLY i'{;~ Prepored By: ~ MARK7 DATE DESCRIPTtON f:c:::; CDC ENGINEERING INC. REVISIONS ~ Civil Design Consultants 5 \l'rl,gley, Irvine, CA 927Hl (714]830-6801 DESIGNED DRAWN CHECKE..D 1 r 1(2 0 2 ~ I I I 3 inches on original drawir1g ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY VISTA RIDGE R0A.D INATER & SEWER NOTES ::t 11r ~ "AS-BUILT" -5~-5> !-'kEPAR£0 UNDER HIE SUPERViS!QN \if ----· _____ ----····--·----- RCE SCALE OATE DWG NO 3C DAT[ 116 ,STATION 39\00 cu. EXC. l ' I I YDS. FILL I I / i / ( ' / / ' / I i I ( / I / / f / ' / 14,565 / : ' \ / i VISTA RIDGE ROAD STATION 46+00 47+00 48+00 49+00 I • 50+00 5!+00 !, 191 3,532 7, i 19 8,489 8,287 8,243 CU. £.EX3.<C~.j_--~--,~---+---~~!_---'---+----'-'-~~-----+---,-~~----t---~:..:.::.::..... ___ -t-----==.:.......-,----,----'O Yl.JS: I FILL 906 3!3 0 O O \ I\ l / I . // // ,//' , ./' 53+00 54+00 55+00 7,354 3,167 i,122 0 3,896 4,306 1,993 I, 128 STATION EXC. F!LL ~•" -""-···· ·----··· ·~ ··-··· cu. l , YDS. -,;,.; : ___ .,,_,,.,,. cu. IExc. I YDS. FILL !,870 4,94! - 57+00 I 4,730 6,633 60+00 61+00 59+00 I ---•----j-- 5,843 493 2,015 ---------- 22,730 22,626 9,844 I I • / 62+00 63+00 ---~.774 6,328 2,622 2,963 i,67~_ l,348 ~315 2,396 66+00 652 2,785 67+00 .:;,026 !,280 68+00 3,870 0 69+00 2 STATIOI\I EXC. cu. 'vos Fill : ( l • "AS-BUil T" FOR . 0 "' -+ ID It) 0 CONSffiUCT 12' iERRACE DfWN PER DETAIL I, SHEET 8:5, AND Pill O.C.E.MA SID. 1321. ffi CONSTRUCT 6' T!'RRACE DRfoJN PER O.C.E.M.A. sro. 1321. CONSffiUCT DOWN DRAfN PER O.C.E.M.A. STD. 1321. CONSTRUCT BROW DITCH PER O.C.E.M.A. STIJ. 13.32. R!J'ERENCE TO KE\'S ARE FOR INf'ORMAilON ONLY. PLEASE REFER TO GEorECHNICAL INVESTIGATION FOR LOCATIONS AND OTHER PERTINENT DATA. STORM OllAIN IMPROVEMENJS PER STORM CllA!N Pl.ANS (SHEETS 17 AND 17A OF 116) fAAHS Ol!CH WIOlR ~VENtV fROO WSTREMl DITMS SiNGlt 00%iN5fR!AU OITC O[C O/; r, 0 VAR, T "' OITCU 'SP\.ASH 6• AT ,I.ti>, f. fl,;f() e Ii'. D-rrcH -03-, n, C EM> UIS ·o,rCH!$ -SPLASH ru.u .. (,! 6• MIW • Al (..U:£0 OITCH DR. 19 (16528) Sheet 7 Of 116 "AS-BU IL T" ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY GRADING PLANS FOR VISTA RIDGE ROAD @ CONSTRUCT RIP-RA? PER DITAIL 5,SHEt.1 83 PER ()CEMA STD 1809. @ coNsTRucr s_PLASH wAf.L rm o.c.E.M.A. sru. 1321 (L-PER PLl'sN). 2,. REV. _ROAD Al.lGNMENT, STA 69+00.00 TO STA 82+00.00 • 0 CONSTRUCT CANYON DRAIN PER OETAJL -7, SHEEf 82, AND PER =~¥~:;=~'.:::::::=f~~~d,}::::dh!~':':::'--O vm, TO O GRADING, GRADING . o.c.E.M.A sro. 1323. ~:om s· 1.1,w1---l t· "'N uM11s & roPo (MN' "AS-BU'LT" REMOVE EXIS11NG A.C. .. LI/ISO 011CH '· • AT UNttl 0110" DATED 1991). I ~Z•t'::q:==l:,ct:$::=::::::;:;l::::.::~~~~-C::-~•n~•~•R~:i'~lliz,, 03/18/9 8 CONSTRUCT MOOiflEO DOWNDRNN TO PIPE TRfflSITION PER l>Fi!'.R CLEARING CONTRACTOR SHAll A!..lOW 5 WORKING DAYS FOR SURVE.Y AND/OR CONl'LUEUCt POINT Of__/ ~--t1!wl110~itrnC£lHirffl~mlf%-!-Y_Pl-l ' r~-~CPDrocp':;N"Gdn~,>''RING n1r.' Frl!l'/c't,ll u~-o.c.t.M.A. SW. 1331. RE-ELEVATION OF CONCRETE srRUC11JRE DESIGN ELEVATIONS TRAf'.ISmONING FROM ~,~ ii.i°&~ ~g~'1EI' ~-f'" • SUWLE 00\'IN'r·••" ~,r•H 1 1 2 o! 1 2 J:, lll.!:IJ:. lln, I-M_!All_K_._M_:re:_,_ __ D_ESC_RI_P11_.o:-i __ -! ii{, -er -c:c::------SHEET NA11JRA!. TO DESIGN OR DESIGN TO NATURAL GRADES. CONTRACTOR SHAU. NOT BE • .. .. ~ , "' • V ' _, ' i _..., REVISIONS -E Pi.ACE RIP-RAP ?ER O.C.E.M.A. STO. 1809 AND PER DETNL 5 SHID 63, PERMITTED ro GRADE OR EXCAVATE IN THOSE: AAEAS 1'<1Tl-lOU; P~IOR WRrm:N ~l~~"'" MFSEI ""' fL<:r.J' 1 ·' Civil Dooian Oo:w:,u!tru,t,:, "v 7 CONSTRUCT P.M.H. REJ,'JNING WM.l. PER DET/\IL 69, SHEET 96 APPRO\/AL BY O~/Mffi. TYPICAL DITCH JUNCTiOt! DETAIL 3 inches on original drawing 5~.~l= DESIGNED SC/ll.E DATE Ol'IG NO DATE '---=-------------------------..... ----------------------------------------------------------------------------l.,,-....... ,,.,"r-V.:'•-:•,-.~--,--r~!i'.:O'f!a)~\'N~S=;J..l:C:!;:HE~C~KE::\!O;f==:a.l..:1..:•a;.:4-0:..'....J.::10::.:-;.:::2~1-:::9::..eL ___ ....;;;,...L.:.1.:.:!6:.....JJ~2 ~t,~ 0 D CJ ~l) ~~'?~ <ts J I I I ~ .L __ ~~ v '\ I \ 4' \ \ 7.,, V CONSTRUCTION NOTES 0--CONSTRUCT DOWN DRAIN PER OCEMA STD. PLAN 1321 0--CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL 5 SHEET NO, 83 AND PER OCEMA STD. 1809 @-coNSTRUCT DOWNDRAIN INLET STRUCTURE PER DETA!L HEREON, AND PER OCEMA STD 132 l. @--coNSTRUCT GRADED EARTH SWALE PER DETAIL HEREON. ~ EARTH SWALE 4' TOP OF SLOPE ~ 1 f'.ia'l GRADED !EARTH IBIIERltq 'J N. T.S. & 0 w t,;i,: ~ 1,11 t ~ != i IA. w ..J $ I 0 ....I w 00 w w en ' w &: -..d :E: 0 'IP != ~ .:g; _g,. c:· J). d (/ SCALE: 1 "=40' t 1{2 ? ~ ~ .3 inches on original drawing CONST~UCTIO~-J NOTES ~ CONSTRUCT 6' TERRACE DRAIN PER OCEMA STD. PLAN 1321 0-CONSTRUCT 12' TERRACE DRAIN PER OCEMA STD PLAN 1331 ~ CONSTRUCT DOWN DRAIN PER OGEMA STD. PLAN 1321 0 CONSTRUCT BROW DITCH -PER OCEMA STD PLAN 1332 1~-CONSTRUCT RIP-RAP ENERGY DISSIPATOR PER DETAIL 5 D--SHEET NO. 83 AND PER OGEMA STD. 1809 © CONSTRUCT SPLASH WALL PER OCEMA STD. 1321 (L-PER PLAN) @-1NSTALL EXTRA COVER 18" RCP(D··LOAD PER PLAN) @)-coNSTRUCT DOWN DRAIN TO PIPE TRANSITION PER OCEMA STD. 1331 @-. _-coNSTRUCT INLET TYPE I! PER OCEMA STD.1.302 Prepar<!Jd By: L .] CDC ENGINEERING INC. [ ~ Civil Docian Coxurult.ru-d,a e~.-c.r:mo fig~! DRAWN CHECKED , ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY GRADING PLANS FOR VISTA RIDGE ROAD INTERFACE PLAN "AS-BUILT" SHEET DAiE 116 .. -b< c~ :,; N:_:: r . .,. ·--,w .--··,.,, <) ,...___ ,..) -? <,< '<C" ..:., . ~ _f'1 ~ ,_ ","C' /' C·.~ ...::; == ¼.'! 3'-·; z _:f _, • V 0) CONSTRUCT 12' TERRACE DRAIN PER DETAIL 1, SHEET 83, AND PER PF & RD STD. 1321. 1) REFERENCE TO KEYS ARE FOR INFORMATION ONLY. PLEASE REFER TO GEOTECHNICAL INVESTIGATION FOR LOCATIONS AND OTHER PERTINENT DATA. ,:i 0 f, ()J ( ' RETAINING WALL PER ~EPARATE PERMIT I C,,ff i> ···1·· ·i·11 ·c. cl\',-, ·1·•) \. , --~•-• \.-< , j ·, i 7 ~"' ," S..~V / SEE' DETAIL ON__,.-SHEET 12 B ----· "' :i·--o· 4'..0" RETA!N:NG WAU. SCtfE.CUU: w 2·,t,· ;. .... i'A' BARS l"E',' 8ARS ! 'K' °"4 111 :;:4• l5••<4 CON.I,! kO ,,a;_y .-.4@ It,• l~~"-4 CONT.! NO.,,;,~ i'-0" _l'.:.£...._).t-- ==,.,y' --@ -".,~-~-s ' ' 1-1'r4~~~~1~~r:1it~t;~~= • "C..LR 5 ~ :,: ~ ;t -~ ~L :,: . "I o. .' "' ~ i@ 0 (DFIN. 6RO, AND FL0.1"4 L!NE Af REAR or ML.L PER P1...AN b" D!A N.:?5 ATRiUM DRAIN, 11'1/ 4" DIA PERF. DRAIN F'IP::'. OA"l"i-!&HT THROv6H C.IJRB CORE'. PITitNO' A$ !i:'"0)".;N ON SHEE:T t.C~I @RANDOM STONE l''iAL!,, CAP. !'4JN, PER APPROVED lv!OGK-U~ NJ.V'"' @STACKED STONE V;NEER jt,jAL.L. f,-'\C,E; F'CR APPROVED MOCK-UP N 'k. @ 8' X f!i" X 16~ C.ON.G. 6J_K. 6RO'JT FH .. L ALL C.ELL5 SOLID @) l't4 KORIZ. BAR CONT. tN ViALL G :24' O.C.. @AT':AGH VENEER TO NALL PE!<. WPPJ...ltR SPE:C.IFiC-AT!ONS AND U.8.C.. G.') f'INfe.H GRADE AT FRONT Of Y'iA&-L. @MULTI GOAT r'l~Tf;R PR.OOF!NG PER SPEC.. @ C.ONC.R!;i'E FOOY!Ni:,':, 2000 P ,5 L @ :2& DAY5. • @ 'B' f:)AR5 @ tQ1 SAR@ SAME SPACING A5 'A' GARS @ ~LL ~ @ •4 HORIZ, !9AR CONT. @) BACKF!LL AND DRAiNA6E PER WILS EN61NEERIN6 REPORT, PROVlDEO BY Or'-lNER @ I CU. FT. 6AAVEL FE~ LINEAL FT. or V'-1.ALL l'V 4~ <P P!SRF. DRAIN PIPE. DAYLIGHT F1'!:~ Pl-AN DR, 19 06528) Sheet ORANGE COUNTY ENV!RONMENTAL MANAGEMENT AGENCY GRADING PLANS FOR VISTA RIDGE ROAD "AS-BUILT" @ CONSTRUCT 6' TERRACE DRAIN PER PF & RD STD. 1321. @ CONSTRUCT DOWN DRAIN PER PF & RD STD. 1321. 2) AFTER CLEARING, CONTRACTOR SHALL ALLOW 5 WORKING DAYS FOR SURVEY CREWS TO />_ /23/9 REV. GRADING AND /\llD RE:. @ CONSTRUCT BROW DITCH PER PF & RD STD. 1.332. REESTABLISH ELEVATION OF CONCRETE STRUCTURE DESIGN ELEVATIONS TRANSITIONING FROM '-1/ NALL PER LANDSCAPE DWG. STA 82+00.00 .TO RIDGE PARI< RD. ® NATURAL TO DESIGN OR DESIGN TO NATUR'°'L GRADES. CONTRACTOR SHALL NOT BE 0;1,:~~ (> 6 CONSTRUCT SPLASH WALL PER PF & RD STD, 1321 (L-PER PLAN). PERMITTED TO GRADE OR EXCAVATE IN THOSE AREAS WITHOUT PRIOR WRITTEN 3/18/9hr' RE\/. ROAD ALIGNMENT. (D CONSTRUCT CANYON DRAIN PER DETAIL 7, SHEET 82, AND PER APPROVAL BY OWNER. GRADING, GRADING PF & RD STD. 1323. 1--------------1 LIMITS & TOPO (MAP ® REMOVE EXiSTING CONCRETE STRUCTURES (TERRACE & DOWN DRAINS) 3) FOR L!MITS OF PERMIT I DATED l99i), • Prapared By: @ REMOVE EXISTING A.C. SEE SHEETS 86 TO 87 1 1 (2 o!. I 2 §;"']enc ENGINEERING INC. tMAA __ K_.__M_JE-:'c=-c-cD-:cESccCRc--:IP:--11-0;_N_--l~~Of ______ ..,_ SHEET ([1}3 CONSTRUCT MODIFIED DOWNDRAIN TO PIPE TRANSITION PER PF & RD STD. PLAN 1331. ~ • ) I [~Civil. P<>r,i,m corumltanta REVISIONS RCE DATE 12 0 PLACE RIP-RAP PER PF & HD STD. 1809 AND PER DETAIL 5 SHEET 83. 3 inches on origin□! drawing 5 1'rl:b1, -CA mis DESIGNED SCALE !lA"!c: [!VIG NO Of 1....-1!..!/-----------------------------------------------------------------------------------------------------,--------------;:;="'::--;r':'.\----IJl'.'."i_l=--::::Cl:3!=:::---r;~!)!.::RA~l',~IN~~=~C::!Hl!;E,::CK~Ell~=~.!-;;.'".:B::'°:::.'_i.:1.'::o-:2!.:1:-·:::.96::.J. __ ~_....;;,,__L_·.:.•1~6_J.J:::: D ~~ t 0J U Crb~ ~~dgJ ' ( , .... .. ,.• ~ 01 O !O N ,.,·· / / I ' j I ' ! i / f ' I ' ' I \ / STATION 53+00 CU. EXC. YOS. FILL! \ \ • I I ( \. I / ; ' 359 --13,624 ! .I \ I ' ' \ I ' / 54+00 ' ! i I i / I I I ' I I ' ' ! 55+00 ! : I I I! f I / ) :' l_ I' I / 56+00 / i 57+00 i \ \ .j \ \ I \ \ j j \ \ \ 58+00 i \ \ 59+00 \ \ \ \ \ \ ' ' ' i ! j ! /, / / ,' 60+00 61+00 62+00 63+00 64+00 •: 't '· j i; .. il,21 / §t.> / \ \ ) •"· ".: ,.,.,.--·.;,; ',r\ .- d r ~ w i "\9 ' \ \ STATIO EXC. I CU, \ \ ! I I ' ', -----~~ ··----·--.. -~ -r ,: I' \, \ \ 7 )4 \ -:::P\ \ }\ \ \ I \ PLAN [?.,ETAIL 1 '=20 -·- 1140 L ... 7 1040 Ml --TE I. ! SECTION A-A . ·11"' 40 HORZ 1"=8' VER . i I ' 7 1 ' ....l:.....J.~~--:;:i:Ssoo · 320 340 360 i, / LINE DISSIPATOR DIMENSIONS tl 7.00 • . H !0.50 b 5.25 L 18.67 C 7.00 w 14.00 e 1.17 • 0.75' ' f 2.33 t' !.40 \ • CONSTRUCT CONSTRUCT (D-LOAD (D-LOAD PER PER PROFILE) PROFILE> JUNCTION CONCRETE STRUCTURE TYPE I PER o.c.E.M.A-STD. SLOPE ANCHOR 'PER o.c.E-M-A. STD-1333 1310 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M-A. STD-1317 CONSTRUCT ENERGY DISSIPATOR PER DETAIL 66, SHT. 85 INSTALL EXTRA COVER 60" R.C.P. {D-LOAD PER PROFILE) CONSTRUCT HEADWALL STRUCTURE WITH WINGWALLS PER DETAIL 64, SHT.85 CONSTRUCT INLET TYPE If PER O.C.E.M.A. STD. 1302 . INSTALL ENERGY DISS!PATOR RINGS PER DETAIL 72, SHEET 83 is~s·-o" O.C.l ,, ,, i ' \ \, l • \ ' >' I' / '-:. C. I DELTA /BEARING 1ci• 04' 48" 26 "0.6'50" 3 S 57• 52' 12" E 4 N 36• 43' 06" E 5 N 10° 46' 51" E 6 31° 10'59" 7 G"S7' 'AG" 8 N 20• 51' 28" E q N '29'8;2.' 1711N 10 4"' 40' 4 I ii 11 N.">·G. •oe,•oo••w ElEMEtlT ll!lE 11100 rn £ E>fil,4 I]] E G.5.5' I!] E 1&5,0 [il E 5i.B IE-4 E-3 ijAD!US --l--'L::.::E:.:.;N"-'.I'-". D;.:.;IS""T'"". --+-T-'.:.A-""N'-"G"'E""N~T-:-i :2.51,42' l2G.'8B' 755.00' 755.00 I) " 42." 0,013 4-2" 0,013 I 42" 0.01'5 4-2" o.ors 0,013 0,013 344.11 175.l 0 24.28 35,76 35.87 s. .0.!00 .0112 .onz ,O !12 ,0421 ,0440 ,0007 0.36 . 00,10 0.39 8.7 9.2 20.4 ( -f-0.63 "· 4,0 \ ';,' • 0,70 4.2 ! I □ •o= --- "4. _ _; INSTALL CONSTRUCT RCP !D-LOA!J PER JUNCTION STRUCTURE PROFILE) TYPE I PER o.c.E.M.A. STD. 1310 CONSTRUCT DOWNDRAIN TO PIPE PER o.c.E.M.A. STD~l331 TRANSITION STRUCTURE PER CONSTRUCT INLET TYPE II STD. J 302 INSTALL EXTRA COVER,IS" R.C.P. (D-LOAD PER PROFILE) COSTROCT 0,95 5.1 3 HR " 1/2 0 nchee on t a ·' (1652) 150fll6 2 dsewlng 5-Wrigiey, Ir~u,, CA 92713 REV! SEb LINE .'(E/'; Abbe.I:, C.l;Tt'c le."-'--5 E-~A" ~ 1'E-7A". ORANGE COUNTY MANAGEMENT ENVIRONMENTAL AGENCY STORM DRAI.N IMPROVEMENT PLAN VISTA RIDGE ROAD LINE "E" ST A-, 15+ ~ 5. 00 ~.~•19.51 I(~ --.• ,t1) ·, MARK DATE DESCRIPTION PREPARED UNDER \ SHEET r==='::c::=~==~=::.:...--1suPERV!SlON OF ---------;-1 ,.15·,,· REIIISIONS · DESIGNED ~B-SCALE DATE D\IG, tlO, OF DRAWN ,CHECKED AS SHOWN, 116 T!TLE BLK, FOR STORM DRAIN -.40C0,,23JPF•• 3092. 3401 24+00 / ULTmnATE HYDRAULIC DATA ELEME!H lHlE D s, E 39.5 0,013 .0035 1.53 [iJ E 26.8 27" 0,013 .010 ,0086 1 .69 E 24" 0,013 .010 -0097 1.58 []] E 16.5 24" 0,013 , 01 0 I -24. E 11. a 18" 0,013 ,010 . 0126 r .so 25+00 1 0. 9 2.04 7.7 9.0 1.86 7 .9 6. 7 I ,30 7.2 2G:i-oo 21+00 HORIZ• VERT• 29+00 30+00 31+--00 ~ E-!O 3.3 DELTA /BEARING Cl) 22·2e·14· _ @ 07°03'59" 3 1s•4s·1s" ,, N 22•01'06" E 5 N 42.52'40" E ® • S 51°25'01 "E 7 N 33°59' l2" E © N 19°59'45" E 9 N 22"07'06" E a N 42°52'40"E f N 33°59'12"E '-'v· 0~ N 27~35'04'W ' 9 °2::i '42 " 19° 16' 10" HYDRAULIC· DATA s () St dn .0400 .0107 0.75 .0938 .ooao 0.56 .0168 .0023 0. 63 .2502 .0011 0.26 ,0087 .0002 0.39 .0499 .0031 0.51 .2404 .0024 0.32 .0180 .0021 0,60 18" 0,013 . 1950 .0010 0.27 ,"L : " =~ :\· .. : <. i:: _:.:;; ~ -1~: I ·e,-= . CO~ST~UCTION ~~OTES INSTALL Hs• RCP CO-LOAD PER PROFILE) INSTALL 24" RCP CD-LOAD PER PROFILE) INSTALL 36® RCP (0-LOAD PER PROFILEl INSTALL 27~ RCP !D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M-A. STD-1310 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION STRUCTURE PER PER o.c.E.M-A. STD.1331 CONSTRUCT INLET TYPE II PER o.c.E.M-A-STD-1302 INSTALL EXTRA COVER 18" R.C.P. to-LOAD PER PROFILE) DATA RADIUS LEN,/DIST. ,. TANGENT 595.00 233,35 118.19 I 605,00 74.62 37,36 605.00 166.88 83.97 -36.37 -36.07 -23.76 --_ _;. 1 1 / ') , '----35.68 -36.89 -3 I nches -I 16.00 ---I i 1.51 ---12.73 --10.00 -- 595.00 .92. 51. 48.69 605.00 203.47 102. 71 Vn de Ve 12.3 1.26 6,8 [5.8 LIS 6.3 7.2 0.87 4.8 17.9 0.72 4.2 4.1 0.46 "3,3 I I.I 0.94 5.0 19.1 0.87 4.8 MARK DATE CESCRlPT!ON 7.3 0.84 4.8 REVIS I !l!IS 15.3 0.69 4.2 DESIGNED wPf/ DRAWN CHECKED. ~ ~ . ' DH. .19 (!6 Shec:: 15A 5 2 8) l 1 6 0 l 2 on o-rlglr.al drewlng Pree_ored By: EERING INC. • ~ ~~~l !~~~~ 5 "fr! Je,:, ? g ,, Irnne, CA 9,.,7rn Consultants (714)8:J0-GlXll ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY STORM DRAIN IMPROVEMENT PLANS FOR VISTA RIDGE ROAD LINE "E., STA. I 2a.1s.51 I-la 1-. 5o.oii] "AS-BUil T" PREPARED UNDER SHEET SUP ERV! S !ON OF 15A SCALE DATE mm. uo. OF AS SHOWN 116 0,C,E,M,A. TITLE SLK, FllR STORM DRAIN -40tD,23lPF• 3092 3401 ll·J,r-88 01•05 PM/ 3092-5402 \C\ (l~ .::e, . ----~~4~. ·---· . ' ) ' ELENEl!T ~ [O [g§ llllE E E-12 HORiz, 1 ~=40' VERT• 1 •=s• ® ,@) @ ,,@ 1631 2 INSTALL !8" RCP (D-LOADPERPROFILE) INSTALL EXTRA COVER 27" RCP ! Cl-LOAD PER PROFILE ) INSTALL EXTRA COVER 30"RCP ( D-LOAD PER PROFlLE l INSTALL EXTRA COVER 18'" RCP ( D-LOAO PER PROFILE) C ONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.M.A. STD.1317 CONSTRUCT CONSTRUCT JUNCTION STRUCTURE TYPE I PER o.c.E.M.A. INLET TYPE II PER o.c.E.M.A, STD,1302 STD, 1310 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION STRUCTURE PER O.C.E.M.A.STD. 1331 sk.££7 17 ,R:.EV,15£0 TANGENT JSS!"'-l!+PB PER PET~HEE I 85 Lb. i/2 l 3 0 Oh 3 or!girnd 2 3 drawing DR, J!' (1(528) Sht:et 16 , 1 l !6 I ~~c;c'i1<GINRERING me. Civ~l pes1gn Consultants 5 'Wrigley, !rvlne, CA 9Z718 (714)830-680! . ORANGE COUNTY ENVIRONMENTAL MANAGEMENT "AS-BUILT" AGENCY STORM DRAIN IMPROVEMENT PLAN FOR +33.45 SHEET 16 OF !16 0,C,E-M,A,.,TlTLE BLK, ,FOR sro~M DRAIN -40C0,2JJPF: 3092 3401 i!-Jy!-88 01~05 PM/ 3092-5402 , ' 0 oz 0 t<">iS + COL.J co ro ro -9+00 j L 1 o+ 10 I PIP5 j 11 +o~ i 12_+001 l-leAOWALL P~ CALT!2AI-JS t-1:re,. -GTD. D·89 -·-- 20 K 21 , F-1 22 F-1 23 F-2 20.2 26.9 / 1s+oo 1 <( (D f-w I en 27" 0.013 0.1030 0.00425 0.69 19,6 24" 0.013 0.2000 0.01414 0.70 27.2 28.2 , 24" 0.013 0.0840 0.01554 0.92 20.1 4.o I 1a· 0.01:; o.os40 0.0014s o.37 11.9 116+001 CONSTRUCTION NOTES: INSTALL 18" RCP (D-LOAD PER PROFILE) INSTALL 24" RCP (D-LOAD PER PROFILE) INSTALL EXTRA COVER 27" RCP (D-LOAD PER PROFILE) INSTALL EXTRA COVER 30" ROP (D-LOAD PER PROFILE) INSTALL EXTRA COVER 18" RCP (D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE 1YPE 1 PER O.C.E.MA. STD. 1310 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION STRUCTURE PER O.C.E.MA STD. 1331 CONSTRUCT INLET TYPE II PER O.C.E.M.A. STD. 1302 CONSTRUCT REINFORCED CONCRETE COLLAR PER O.C.E.MA STD. 1302 CONSTRUCT CALTRANS STD. HEADWALL (SEE CALTRJ\NS STD. PLAN D-89} CONSTRUCT JUNCTION STRUCTURE TYPE N PER O.C.E.M.A. STD. PLAN 1315 DATA 0 DELTA/BEARING RADIUS LEN,/DiST. TANGENT 1 N 25' 40' 59" W 142.25. 2 46' 57' 48" 90.00 73.77 39.10 13' 56' 11· 1070.00 260.26 130.78 5 N 07' 20' 38" E 1\.5 1---,--1------+-------l~ u N 75' 01' 38" E --21.36 1----1-------'-l·------l-'--------+-------1 7 N 43' 56' 35" W 363.99 10.00 a N 38' 1 s' so· w 38.06 9 N 51" 44' 10" E 21.78 DR. 19 1 16',·,,g, \ -~ J 10 N 21' 06' 40" VI 49.50 11 N or 20' 38" E 11.89 1 L - 3 inches on original drawing 2 J ORANGE COUNTY , E l " "T -" (0 &J ENVIRONMENTAL MANAGEMENT AGENCY ,~ 1.81 9.0 1.83 9.4 0.77 4.4 Prepared Bv: 6:• ]CDC ENGINEERING !NC. LJ Civil Design Conmi.ltantrs 15 Wrlgi~,. lffirw, CA mrn (714)83<Hl0Ul ' STORM DRAIN IMPROVEMENT PLANS FOR & '/11/97 Rf.VISED STORM DR,\IN ~ "/""/"? RELCCATITJ J,S. FROM SlA f~~/W, 16417.95 TO 1S+41.40 /\ REVISED ROAD ~GNMElif Ll.j. 1/24/97 AND STORM DRAIN A!JGNt!ENT VISTA RIDGE ROAD LINE "F" STA. j a+oo.oo I-!,.....16_+_00-.0....,0I "AS-BUil T" MARK DATE DESCRIPTION PRff'Mm UNDER !--~-~-----·"--~-THE SUPERV!S!ON OF =,,..-------- REVISIONS RCE DATE t-------------+--==-.-----·,----,--------1 SCALE DATE DWG NO PESIGNED DRAWN i CHECKED SHECT 17 OF 116 ~ · 2/11/l'I (\J z Cc C' ,_ d / :,;: "'· 0 ,... u, / ,u "· "' ,,, "' / •,D ()', "' .,,. "' □ -., / ,tS 0 0 . 0 0 + (!) ,.. ,. 52 [ 17+00] 5 ill ' ULTilv1ATE HYDRAULIC· DATA 1.1s+oo 1 119+001 "' 0 ,-.: II :c <t) -:-"' N ,ti II "' ...J +' " " " I ' t,.. <{ ' ,-(fl ro ,<.> In e' 60 60 ~ . If} ~-0 ('\l + f! "' -' " ' .n ,"::I (I) I'- ,..: ro V1 U ~ ! 2o+ii] SCALt.: I VERT: 1 "=o8' . HORIZ: 1 "=40' 22+00 I LINE "F" ' V!ST A R~DGE ROAD 124+001 125+001 CONSTRUCTION NOTES: INSTALL EXTRA COVER 27" RCP (D-LOAD PER PROFILE) INSTALL EXTRA COVER 18" RCP (D-LOAD PER PROFILE) CONSTRUCT JUNCTION STRUCTURE TYPE 1 PER O.C.E.M.A. STD. 1310 CONSTRUCT DOWNDRAIN TO PIPE TRANSITION STRUCTURE PER 0.C.E.M.A. STD. 1331 CONSTRUCT INLET TYPE II PER O.C.E.M.A STD. 1302 CONSTRUCT BRICK AND MORTAR PLUG t:l ~ l 1---1--+-t·-t--+--+--+--l-+---l--+-t-+--+-+--+-1-+-+4 --11-t---r-+--t~t---t---t--t--tt--+-+-+--l-+-++-+-l-+-+-+--l-+-++-+-l-+-+-+-f-+--li'-+-+-l--'~-+-->1-+---1--+,-,_,.___,_--1-1--+-+-1---1--+-t-t--+---'--+--l-+---l--+-t-+--+-+-+--11-+--l-il--t--·1,-t---t---t---t-t--+--+-+--ll-+-+-+--l-+-+-+-+-il--+-+-+-l-+-, --l-+--!-+--J-1--+-+-+-!-1-+----!--,..-+---~l' --1-+----,--+-t-+--+-+-+--l---·'---+---.....;...-t-1--+---+--+--1--1---l--+--1-+--+--+--+-•'---'---'---'---1--+--t-1--+----+--+--)---t--t---t--t--lt--+-+-+--t-t--++-+-l-'+--+-+-i-+-+---l i \ l . ·~-~+--+--+-1-+-+--+---1-+--1---+-+-'-1-+-1 r+---+·-t-1-+----t·-+-t-+-+-+-+-t-+-+-+-11-t-+-+-+-t-+-+-+-1-+-+-+-1....:..-1-+-+-+-1--1-+-1-·-1--1---1--1.-+-l-++---l--l--L--......... __,,'--+---1·--+-,-1----~---+-:-+--1-+-++-+'-r-+-+-lf-1-.i----+-~ ---1---'-+--+---+--1---1--1-· -1-+--++-+-1-+-+--+-1-+-+-...L-+-1--+--i--1--l,_-1-++--·~~-l----1-+-+-+-+-+-+-+-,1--+-+-+--1-+-+-1--+-1--1-i_J1--t-+-L .. -,,-_,__ ..... _ _,_-t......., ,_..,....._ ... ,: -+--+--1-1--+-+-+--11--,-+--+---L--'--'---'··+-+-11-+-+--+-t--+-+-··1-+-t--11-+-+-+--1--r+-+-+-11--1-+--+-+-+--++--1-1-++-+---;..-+--1-+-~-+-+--+--11-+-+--+-+-+----1--+-+-1-+--1,-+-..L.-+-+-+--+--+-+.·--1--_1-...... -+--1-+--+--+--+--I--~-···-t--t-lr+---+--t--i-t-+-+-t-1-+---+-+-1-·--t-1-t-+-+-+-f-+-+-+-!'-+-+-+-+-l--l-+--l--!l--l-+-l--+-+-+-+----l--l 1--f----1--·--+--1--1--1---1---1--1-+-il-+---1---.-1-..... --+-+---1-+-+-+-t-+-+-+-+--1--+-+--1-_J1-+-+-+-11.-+-.11-1--1--+--1--!r-+-+-1-..:..J-+-+-+---l--1-+-++-1----t--t--t-ii-t--t---t--t-~,, --j-rt: .. ,-t--t-i-t-+-+, --+-t--t-+-t-t1--t-+--+--1-t-++-+-t---+-+--+41-+-+-+-+-+-++-+-1-+-+-+--1-+-+-+--I-l--++-+-l1--1----1--1--1--,-,-+-+---1----1--+-+-1-+-+-+--1 ·-+--1-----+--1 t-++-+-t--+-+-+--1-f-++---f-·/--l-+-+--if-+-++ l -[ --·t--t--+--t-+--'--++-+-1-+-+-+--111--+!-1-+--+--L,, -+--11-+1--11--+-+-+-1-+-+-1--1-1--+-+-+..-J-.J-.L,, r------,--+--l'---+-+--1-,1 --+-71-1 -+-i----l-'-----1---1-.--1-~"-l'-+---1--+'-+-'--, -+--Ii---+-'-· -"-1----1--1--1---11--+-+--+---1-+-+--+--+-!1--+-+-+--1~~ ·-· -· ;....++-+--1~---L--~---11--+-+-+--1--➔---+-i--+-+--1----1>-+-+----+--+i-L! -+-1--+--1--1-..-J,1--1-+--1--1 i--t--t--t-t--+--+-+--l-+-+-+-+-t--+-+-+--ll--+-+-+-+-l-+-+--+-l-+0 -!'-+-+-+-), --l-+-·+:-l-.L-l---l-i--!--1----I---J..-+-+-+--1--+-1-+--l--l--l'-'-1~+--1---~;·--+-<-+--r-t---t-jl-t-'-t---t--t-l-+----t-7'\-i--,t-+-+-t-t---t--1i-' -t-'--f--;-1-l-t-+-+-t-l-+-+-+-lf-t-+-+--l-t--+-+--l-f-+--'f-+-+--+-i'--l-++·4-l--l--!L.J.-+-.-~+--1-,-1--/--l-..).....).-i ___ .,_+---+---+--1·, _ _,__...,____-1---1-+--' -1-+--+--l·---l-+-+--+--+-il--+-+--l--i-l--'J-t-+-+-i-f-+--+-+-!-+-+-+-+--l-+-+-+-11-+-+-+-l--/--!---l-4-l--l-..)..--J.-i--l-+-l--+-l--+..)..4-lf---l--+-·+-'-'-l--·-----·---·+--l,--'t-++--1-1-_-¼. -l-+-+-+-!-,--1--l1-+--+--'-'--1---1---1-+--+--'----'-1---l--+-+-+-l--+-+-+--1'---+-+-l---l-l----l--+-+--'-ff1 'f~i'r-1--, ---¾-\-, -+-l-+,:-1-+-+-+-l-l--++4-l--l-+--+-i-+--l---1--l-l-.l.'-U >-+--+---+,,-<----+--+--+-"--· ·---l--t-t--+--+--+--1-+--+--+ -+-t-1--+-+-i---,l---+-+-+-¾-+-++-+1-l-+--l--\--l-t--+----+--+-l-+--l---l--+--+-+-•-i.-·•=11111t-t--i--.-t-i--1-t-t-111i-t-1,-t-t--r--'-t-·t-t--t--;:i::;::~t-t--t-l-t-t--t--t-\--t-+-t-i'-t-+-+-t-\--t-+-t-j\--t-+-+-t-1-t-ntrrit-f-t-+-+-l-+-, -l-+-+-+-+-f--+-+-+--l-:---l-+-+-+-J-+,. ........ ..,___,___,__,____. --.-1-_t-+·-'--+--,f--+--+--+--l~-5-l-'' TEmA ~E DR-+IN--l'-t--ll-+--+-1--1--1---1-+-+-t-+-t---t-r-+-+-+i--1-t-++---1-1-++-+--,i--+-+--+-l-+--++---1-1-·-i.......,...; .-L c.,..:...,~J-..-1--4---+-1--l---l---+--ll,~ -·---~-1-r-+---+--+,~>-+-i+•·:: ~1"FI ,_.:,., \ .,,l-1_ 1--+-+-~--l-+---+'-l-+-+--+--11--+-+-J..--l-+-++-+-!-+-+-l--l-.l.-i-f,• .~-. r.;;, '.~--l--+-+--ll--+-+--l--t-+-+--+-+-l-+-+--1---1-1---+----+---1---J--t--+-+--+---1--I ~~•'-~-~:!-_-___ ++=~~=:=~=--+-,_ -_ -+...,....-_-+-"1·"'-1-------r+-+-tl-l-+--+-l+~-fl-fp ,:ti_,_+--+--+-+---l--+-t-1--1--+·' "l--~-l--+->---~--l-¼---l-+-t-l-·t--t--+-;-+--+--+--+-+·-.\--+--l-t--+---+-t---1:-t-+-t---t-t-·t--/t. -l'l4ir:-l-+--+-+-1--+----+Mi+cr!+-t-,.·f--t---t-l-t, -j-t-+--+-+-irc+---+-+-t-+-+-+-t-e·41r-f-l-+-+-+--I-H.;i;.J ,. <--1----1-----l-+-+-+-l-+-+-+--11--+-+-+-+--+--+-l-+-+--1---1-+--l----+--t--l ,-.. .. ., • --+·-+--1-1-+-+-+-!--l-+-+--1--I , • , I ;i! 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TANGENT ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY 3.50' 1----+-------1----,,---+------+--------l 108.74' 1 N 21' 27' 39• E 2 N 02' 48' 56" E 3 02' 25' 07" 2005.00' 84.64' 42.32' 4 S 49' 51' 38" W 33.13' . 5 OT 02' 42" 2005.00' 71.56' 6 S 42' 11' 04• W --36.06' f--::;--J-;;-;:;-;~;,;;-;;·7t-----t--~~,-j-----i-------------ll A RE1/IS8l RO'{! AUGN~Ellf 7 S 47' 48' ss• E --21.92' --lffi 1/24/97 !\ND STORU 011-1\lfi AUGN~.00 STORM DRAIN IMPROVEMENT PLANS FOR VISTA RIDGE ROAD LINE 1" STA. I 1 o+oo.ool -I, 3+62.46 I "AS-BUil T" B 70" 45' 38" 22.50' 27.79' 15.98' Prepared By: r-7 CDC t'NG ERi I MARK DATE DESCRIPTION PIIDWl£D l!SOER SHEET 9 71' 34' 17" 22.50' 28.10' 16.22' f~ ~ r, INE NG NC., 1-'-----'---R.1..E-\-!IS_I_O __ N_S __ ----l THE SUPER'IISION °• 22A 10 N 61* 02' 54t1 W __ a.OD' L.__..:::j Civil De~ian Conentlt.ants 1-----====.::::...---+-cc=c--~-_;_:RC::::E::..., ______ :::;DA:;:T::,JE --5 11.ri:L""f, trnnlll, CA reiiB DESIGNED SCALE DATE DWG NO Of 11 N 57" 46' 43• w --12.72' ! --(7U)ll3'l-GOOI DRAWN .I CHECKED AS SHOWN 12-31-96 116 ~(~o /)~) i'/ J(b(§)?\:,~ • L [}'. 0 f- Vi CJ I I DATA 0 DELTA/BEARING RADIUS LEN./DlST, 4'01'33" 739.50 51 . 96 30°59'30" 739.50 400.00 205.02 @ 25'24'57" 739.50 328.03 166.76 SEIIER CONSTRUCT 6'" P.V.C. l.R.11.D, STD. B-8. NOTES SEIIER MAIN 111TH BEDDING PER CONSTRUCT 48" PRECIIST CONCRETE SEIIER MANHOLE PER J.R.11.D. STD. S-1 1/llH COVER. C.C >\~,Is \JC., 4'1',' Pf\c'CA S "f Ca I-IC l<lc't'e. '2> 'icW ER M"-\.\\-\01£ PER 't.R.W.D. £,P. S-\ 'WH\-\ C.CVE\< 1\1'-\V wnn , .. we.\<. \..\\.\~R. CONSTRUCT SEVER PLUG. REMOVE BEi/ER PLUG. DOMESTIC UI\TER CONSTRUCT FIRE HYDRANT ASSEMBLY PER I.R.11,D. STD. W-5. REMOVE BLIND FLANGE. RECL/1 H1ED Ill\ TER CONSTRUCT 4• P.v.c. CLASS 200 111TH BEDDING PER l .R.ll.D. STD. 11-11, CQ1,..l.STl2.UCT TEMPO'<.ARY BLO,,.J -OFF ANO CHLOf2.1!-,.JATIOkl A-6'.SEMl:',LY PEP .. OeTA/L 01-.J '6W6ET f..JO• ac. ADD R .. W. LATGJ!?AL SCALE 40 20 0 L:L±3 f FEET 40 I 3 INCHES ON ORIGINAL Prepared By;, eo I DRA\/!NG f ~ CDC ENGINEERING INC. Chvil Design Consultants 5 l'?ngl~y, !rvme, CA 92718 . . . (714)830-6801 ORAMGE COUNTY ENVJRONMENTAL MANAGEMENT AGENCY 6Ei-lER & \./ATER lMPROVE~ENT PLANS FOR VISTA RIDGE ROAD "AS-BUILT': LINE "S-f" ST A. 13B': 50 :w1-~~· Ot:j ~ N 24'18'00"E 19.5n !--"-V-::S--J------------!---------t--------+--------"11M'AR.K DATE DESCRIP'rlON PREPARED UNDER ~ .,.-._5 • 30 . 50 11-~=='-'----'=~-~~----1suPrn,1s10N OF _______ _ SHEET 23 OF i'.j 14°45'04"t: REVISIONS ·--- N 24° i8'00"E Z9,50 DES:GNED .. G.M.R. _ DRAVN P.cl.A. CHECKED G.M}/;-· SCALE Ati SHOWN DATE 10-91 DIIG. NO, 116 14-0ct-3! 02:38 PH/ 30~2-999 .... ___ .. d"\ -C?33~~i~~l4i'!'t'A.s~~ 0 0 JS! . 0 -.,. ~ "' 0 . z ' 0 0 . 0 0 + ., ..,. I 0 0 . 0 ,n • "' "' . < ,_ <J) 0 < 0 "' w "' 0 -"' < ,_ "' -> . "' w ... < "' .. <>: w "' w <J> :1 I I i i ,I 'I I ,I NOTE: FOR LOCATION AND CONSTRUCTION OF DOMESTIC AND RECLAI!l,iED \VATER CAPITAL IMPROVEMENTS REFER TO I.R.\V,D. PLANS AND SPECIFICATIONS (1 i I . I ; 1, 1 Iii I I . f! ' (I) ·k If) • y CONSTRUCTION NOTES SE\IER CONSTRUCT !l" BV.C. i.R.w.D. STD. S-8. SE\IER MAIN 111TH BEDDING PER CONSTRUCT 46" PRECAST CONCRETE SE\IER MANHOLE PER l.R.\I.D. STD. S-1 \IITH cov~R. CO/JS T. 48" ~ST C0i,JCl'J!6T5 MA!J~bL.6 Pef2-112.WO STp-S-1 ANO T-L.OCi<:. • DOMESTIC I/ATER CONSTRUCT FIRE HYDRANT ASSEMBLY PER i.R.\I.D. STD, \sl-5. REMOVE BLIND FLANGE. RECLAIMED \IATi::R @ CONSTRUCT 4" P.V,C. CLASS l.R.\.I.D. STD. 14-11. 200 141TH BEDDJNG PER CO..JST!2LiCT TEMPOi:IAQ Y CHL0/2JfJ.-"-TIOhi AGGE:MBL '/ .sl-1 ee:r ac. BLO hJ -0 FF A N P PER PS ,,,.1 L 0\.-1 40 eo SCALE 0 80 3 INCHES ON ORIGINAL DRAYING ORANG£ COUNTY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUILT" SEWER & WATER IMPROVEMENT PLANS FOR VISTA RIDGE ROAD r 0 0 ' ~ C ... U) -,:, ~ . :z ' ' " . 0 a • '° t!l ' 0 0 . 0 0 • "' ... . < ;- IJ) C < 0 "' "-' ~-C -a:: < ,_ "' > "' w ,_ < ::,: "" 'l!: "-' :, w "' z . 930 s~o.02 910 ti Ci ;if □ -> +1-I-,-0~;:; ~: ui -~I <ti m:Z OJ o, f----"---"3:·1v~,c.-·F_. _._ __ .. ----------------;•7==,-------~--__________ _,__ I }'> 930- 910- LAtERAL I 61 +40.00 I 3 g] I o o o"' ci • I S=0.0098 296.00 L.F. 59+00 <D :r; + :::; ~ <:.>' j L __ 60+00 F.S. OVER SEWER CENTERLINE +-- 176.00 L.F. 61+00 NOTE: FOR LOCATION AND CONSTRUCTION OF DOMESTIC AND RECLAIMED WATER CAPITAL IMPROVEMENTS REFER TO 1.R.W.D. PLANS AND SPECIFICATIONS S=0.010 291.00 L.F. 62+00 64+00 --7 -----------------r-- 1 -950 -930 =·------+-----'2=_2':'1;;-'.0:,CO.,.;:cL·:...F'------1-----193.42 L.F. .. ____________ --.:===~---esc"""P.v.,"'c~. ---;:::==:::;-----'-~-'--·,::=.::::.:.·::::sl::;-"~P~.v~.c=,-~_ 920 s~o.02 38.50 l.FI 7 8" P,V.C. LA ERAL I 64+35.oo I I 65+00 66+00 67 +00 68+00 ·1,1 if; ''ii! ~ //f.c::, ,/4..f/! '.?;-nif' lw12_ -...;uc,:, ,'!~ i/1 /jl ~'/ 0 DELTA/BEARING RADIUS LEN)DIST 1 02' 58' 29" 4010.50 208.22 2 N 14' 33• 23" E 111. 76 3 02· 18' 16" 1989.50 80.02 4 10· 40' 46" 1989.50 370.82 5 N 88' 25' 39" W 19.50 --~- 6 s f/Q• . "'" 42' 1 C" ,, E 40.50 J ---------------· a- . D_/ ~ o -o-·c;:; ~~ \ TANGENT 104.13 40.01 185.95 l () 100 .. " ' ' ' : I ' ' ' i ' 101 . ' --' ~ I ~-' 0 l1 ;_; ,w I,, ' • " -~ f\;..SSION,q~-~ l o A e--,.,,.,,..., C G,1 ",;,, \~ "'< •;,\ ~ " 0 ' 0. 20927 I) • 9-30-971/); ♦/ CIVIi-·-~ •' or ,:;,1,1.\~01? -- ---- Pr epo red By: FJS~ C E · NG!NEERING INC. vil D 5 • esign, Con:9ultants :r4'iley, ITT.b.e, CA 92718 (714)630--0001 \~CJ • (,,,0 ., -···- ( - t & MARK CONSTRUCTION NOTES: SEWEE CONSTRUCT 8" P.V.C. SEWER MAIN WITH BEDDING PER i.R.W.D. STD. S-8 CONSTRUCT 48" PRECAST CONCRETE SEVIER MANHOLE PER !.R.W.D STD. S-1 WITH COVER CONSTRUCT 48" PRECAST CONCRETE Sl'WER MANHOLE PER !.R.W.D. STD. S-1 WITH COVER AND T-LOCK LINER CONSTRUCT SEWER PLUG DOMESTIC W_ATEE CONSTRUCT FlRE HYDRANT ASSEMBLY PER !.R,W.D, STD. W-5 REMOVE BUN D FLANGE RECLAIMED WATER CONSTRUCT 4" P.V.C. CLASS 200 WITH BEDDING PER IR.W.D. STD. W-11 CONSTRUCT TEMPORARY BLOW-OFF AND CHLORINATION ASSEMBLY PER DETAIL ON SHEET 3C ~R. 19 (15528) bheet 25 Of" J.J.6 i ' - 1 i 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUiLT" SEWER AND WATER IMPROVEMENT PLANS FOR VIST.I\ RIDGE ROAD tfi!(1 ADD R.l'I. lAlt:llAL & LINE "S-1" /YJ/97 110\IE \A.H. 630 REVISED srnrn MID WATER STA. I 57 + 78.S 1 I -I 6B+OO.OO I 1/24/97 ,i1GNMENT~"/nk, / ' OATI' DESCRIPTION , PREPARED UNDER· ( SHEET 1li£ SUPERVISION OF REVISIONS RCE 0,,:/1 E 25 DESIGNED SCALE DAfE DWG NO \ OF DRAWN l CHECKED :,tS SHOWN 12 -31 96 116 ··-· '-1/0/0l i ' !l l ' I ' f) ilEt It/BEARING RADIUS 1054-50 4 5 6 7 S 81' 42' 43" E : ' 8 N 82' 59' 21" W I ' LLN./DIST. !ANGf.NT ···--·---...J.-..-I (J DElTA/B[ARING 9:::9-:: _o-::o--+----=9:::......-t., 197 :12 1 7..l .36 86,63 21 CUJO 208.22 30.50 4.3 32 105.02 " 8?' .39' 22" W iO N BT 39· 27," W 11 12 13 14 15 16 N 07' 20' 38" E or OT rt 45'' RADIUS 398 .. \,50 4005.00 46.50 460,07 .'i01.45 504.16 1 ::S.50 40.50 1 77+oo 78+00 1040- Gv (a?\ '-'/ ~i0 (101\ ,,J (oi) 0 z LAT RAL I 68+57.42 I co~~ST1"\UCTll)N ~✓OTES: SE\YER CONSTRUCT 8'' P.V.C. SEWER I.R.W.D. STD. S-8 • MA!N WITH BEDD!NG PER f ~~(TDR~_CT'TD 48S" PRECAST CONCRETE SEWER MANHOLE PER • • • J • • -l WlfH COVER CONSTRUCT 48" PRECAST , I.R,W.D. STD. S-1 WITH. cc~Ot_rR,c~NCTE SEWER MANHOLE "1 D 1-LOCK LINER CONSTRUCT SEWER PLUG CONSTRUCT rec ENCASEMENT PER l.R.W.D. STD. S-10, TYPE "C" • DOM~STIC WATER CONSTRUCT FIRE HYDRAN' ASSE"Blv PER. STD. W-5 • ' "' 1 IR.W.D. REMOVE SUND FLANGE CONSTRUCT 8" P.V.C. CLASS 200 I.R.W.D. STD. W-1 J WITH BEDDING PER INSfALL 8" GA1·1:· -VALVE PER i.R.W.D. STD. W-l R[CI AI,![ED __ WATEf! CONSTRUCT 4" p " C' C' _ I.R.W.D. STD. w-i\,. u\S::i 200 WITH BEDDING Frn PER C~Nsr~UCT !EMPORARY 8LOW-OFr I Pf.R Of.TAIL ON SHEET NO. jC • AND CHLORINATION ASSE.Mf:ll y INS.LALL 4" GATE y I • .A .i:. PER I.R.W.D. STll, W-7 ~R. ;9 (16528) :::,hee.t. .26 Of 116 1 1 /2 O 1 2 L. __ ::L--1 , I drowing ! . ORANGE COUNTY-·········•··--····· : !ENVIR_ON_M ENT AL MANAGEMENT AGENCY ' ---·-·~---.. SEWER AND WATER IMPROVEMENT PLANS FOR VISTA RIDGE ROAD. l. I· i 1040- 1020- 78+00 [79+oo7 NOTE: FOR LOC1\TION /\ND CONSTRUCTION OF DOMESTIC AND RECLAIMED WATER CAPITAL IMPROVEMENTS REFER TO i.R.W.D. PLANS AND SPECIFICATIONS BO+OO i .. -· 1 LB1+00] S=Oi0100 j82+00 I . I 83+00 84+00 8 N 86' ..... 9 N 88' 10 OT 11 04' 12 07' 13 04' 14 s 75' 54' i 2' 1 2' 22' 12' 32' 57' 38'" 26" 950- 940- 1750 LF .6" P.V.C. L<\TERAL w E 0+00 25.00 4~" 4005.00 " 02'1 1995.00 504 16 252.41 1· ~-t----'--'-'--f--...::.::.:.:.::.::_-J.--=::..:..:..... -.. 1 -t-----+---1:.:5.::2:.:.0:.:6_-4-___ .:_7::,6.'.:0:.:; __ I 4t;" 3983.50 501.45 251.06 42" 2016.50 1 '.>9,96 80,02 ~ ")" '" E 13,50 G~ (82\ ,,_/ ~) @ /4\ (~) E) L/2\@ b~@) @ l\l(JTES: SEWER ' I I --~--+-. -------"-,. CONSTRUCT 8" P.V.C. SEWER MAIN WITH BEDDiNG PER !.R.W.D. STD. S-8 CONSTRUCT 48" PRECAST CONCRETE SEWER MANHOLE PER I.R.W.D, STD. S-1 WITH COVER CONSTRUCT 60" PRECAST CONCRETE SEWER MANHOLE PER I.R.W,D. STD, S-1 WITH COVER CONSTRUCT SEWER PLUG CONSTRUCT PCC ENCASEMENT PER LR.W.D. STD. S-10, lYPE "c'' DOMESTIC W.ATER CONSTRUCT FIRE HYDRANT ASSEMBLY PER 1.R.W.D STD. W-5 REMOVE BLIND FLANGE CONSTRUCT 8" PYC. CLASS 200 WITH BEDDING PER I.R.W.D, STD, W-11 INSTALL 8" GATE VAlVE PER LR,W,D. STD, W • 7 RECLAIMED_ WATQj CONSTRUCT 4" P.V.C. CLASS 200 WITH BEDDING PER 1.R,W,D. STD. W-11 !~ (100 '-.....__.,/ & CONSTRUCT TEMPORARY BLOW-OFF AND CHLORINATION ASSEMBLY PER DETAIL ON SHEET NO, 3C r·-.. 1101v '--INSTALL 4" GATE VALVE PER 1.RW.D STD. W 7 OR, 19 (l65/8) Sheet 27 Of J.16 1 :~i inches on 1 original drowins; .................. _______ _ · ORANGE COUNTY 2 I ENVIRONM[J'IJTAL MANAGEMENT AGENCY! ,.,;if'; 7 P,;;,O t ''11eR14' S (t.,f1t,{. ADD R.W, lAT., EXTEND ;/1'!,;, R.W, ZONE "H", EXTEND f',,, 1 "-'l'r D.W, ZONE "7" & MO'/E ~ /30/97 M.H.'S §37 & #38 1 SEWER AND WATER IMPROVEMENT PLANS FOR VISTA RIDGE ROAD LINE "$-1" .. ..... ........ • ---------· /\ RE\1SED SEWER & WATER l"L=11=.\::it.:.../2:_4/'..:9j7 _A.:.U.:...GN.:.:.U.:::_EN!]!z'.g~·'!Ufj,tZ)_ STA rl --18~+-0-0,-00-I-~I 8-2-+-59-.-96~1 Prepored By: :--r4 rd CDC ENGINEERING INC. :::::, Civil Design Consultants 5 lri.gley, J'rvl..ne, CA 93718 {714)830--6001 MARK DAfE DESCRIPTION I PREPARED urmrn c--~-~---------i1 fHE SVPE:RViS10N OF REVISIO~JS I . Dt.SlGNE.D _ i SCAf.E DATE ·-· "AS-BU!L T" DWG NO Jei 1)1}13, il.~4\:S "" SHE.CT !~ ~; i 116 J j Vt1/f1 / • I i 30+00 31+00 + VISTA RIDGE ROAD PLAN 1 •~40· - • •·• • '' ,;s ... sc .,,,~ ·;·.·· mmiz, 1 •;40• VERT '1 ";8' -I 36-,00 37+00 ···-·· ····----' ·-< -' • f r 38+00 ,. ( - - -i -· ·r 39+00 • .. f'0 ITTO 900 . ·-,· ,.. , --·;·,·· ' ' . I i i· i . -! ---' • I -. l i . ' ' ! • ---. -------~ ·----:~-0 • . I j I . ' i "".\. • i --i--' ' ,_ ' I -1---' I ' I ! l . L --,-···+. ----r ! 1 . ! • I I I ---· ,_ -~-, -~~----( • ' CONSTRUCT 1 O~J NOTES DR. 19 Sheet . MARK DATE CONSTRUCT flA2-6" PER A,P,W,A STD, TYPE CURB AND GUTTER 1 04-0-0C ( W: t!i'l CONSTRUCT 4'. -6" WIDE SIDEWALi< PER O,C,E.M.A. STD 1205 REMOVE EXIST. BARRICADES SAWCUT EXISTING PAVEMENT 1/2 0 2 3 inches on or!g!na! drawing (165?oi Pree_ared 34 0.f 116 By: ~~~~' ENGINEERING INC. Desigr. Consultants 5 Wrigley, lrvi.ne, CA 92?18 (714)830-6801 . ,. ORANGE COUNTY iJ . ENVIRONMENTAL MANAGEMENT AGENCY'' "AS-BUILT" 1: STREET IMPROVEMENT PLANS FOR VISTA RIDGE ROAD ! i; :1 STA,38+25,00-40+00.00 (1 i :, '! OESCRIPION PREPARED UNDER SHEET fi SUPl:RV1SHJN OF 34 " RE\llSlONS ,, ~ -------" DESIGNED M.T SCALE I DATE mm. im. or: , .-.12~~:-.~ ,y._q , ls'.!i:_~.1;~~"·t£ ..... 116 v J.~S-~!JO~r.L .. , .... -·--•.><...,,,...,er,--,.-.-~.""'""'-,-• o~,,,,.,~~C'"'='"'J =-,-;,.,.-,;'°"""-°""""'""~ ,,') I •3092-.51.02 • I- "' .. 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OVER o.-a· A-o-) OVER Nl\ilVE LOR 0.40' A.C. CONSTRUCT nA2-6w PER A,P.W.A STD. TYPE CURB AND GUTTER 1 04-0-OC i W = 1.5'J CONSTRUCT LOCAL DEPRESSION PER o.c.E.M,A STD. 1308 ~L tt ---"' .. -J'" .. ~ CONSTRUCT 4'-6"' WIDE PER PLAN SIDEWALK PER O,C,E.M.A". STD. i2O5 CON5,R()C:f A<'.c.Ess RAMP ?f' '\ gp,,, $TD. l!15 _ l''/l"!l 'Z. ,, ' ' Cbt,l?-r.:vo, p.c.,:,i;ss RANIP PE" ff' E; ~ D , $TC. iii 5' , "Pl?l!i q INSTA.L.L 01-\Ec ( 1) c;," PVC. CL '::>\5 SL.E.E.VE ~ 5-'1-" ?vc c:L "'--1,.. =• ~ 1 -;:, "SLEeves. =~,-L,.~c:A, ON. 1/2 0 2 C " aw log (16528) 35 Of 116 Prepared fJy: ~CDC ENGINEERING INC. L_~Clvil Design Consultants • 5 lfrigfoy, 1rvine, rJ,.-92'i'W {714)1330-6801 lOCAl DIEP~E~~XON ORANGE COUNTY DEY AX l !E-4 ENVIRONMENTAL MANAGEMENT AGENCY ~-~-:-.s. "AS-BUILT" STREET IMPROVEMENT PLANS FOR & 1/N/oo At>D ST. NA!'-t'e,s IC.N & NJ-'lt', OcteTc£J//AJ'IOICAP \/ISTA RIDGE ROAD CURVE DATA ' ' Access RAMPS 'DELETGD DR1V€5 0 I APPROACL/ AAJD STA-40+00.00-50+16.16 DELTA RADIUS LENGTH TANGENT & S/,7/97 REY/5£'0 PRO,CIL.IE; 0 60°26'00" 730,00 769.98 425,15 //OOeD :5LEiEVt':5 MARK DATE DESCRTP1DN PREPARED UNDER SHEET ® 60°26'00" 770,00 812-17 448-45 S!JPERVlSIDN Df 35 REVISIONS . M_r SCALE I DATE OF @ 436.8'0 DESJGNED --om;. NO-60°26'00" 750.0Q . 791-07 .I ~R.,~.~~ ' JII.E . -l CHECKED JO. 116 . ''.YJ,-, ~t), l-,,l_~· 2"1 "1~1 _ .. ,.~c.,., --:0-=-""'-""·'-'·"' ·.~< ---, ' • .,, .~~,--~~Ql-£N _l ·-,,,,, ., ~·· . --'""""'"• ., '"'"" ·-,, ', ,,,,.,.,_._ .. ,._ " ' - ··---•,•,J0 [ ~-DCJ •P• ST, S.U,L.R STA.40+00.00-50•16,16 -21C0,23lPF• 3092 105 i~4.o I 3092--5102 ., e _,..::::i~ _, '"' ~-1)~ ?p -,. ,,,..,...,..,,..,.,....,.,,.,..,,~.,.,...,,..,.,. -. -.-. -•.,,------.. ' .. ,._, ___ ~ -,-·---·. • -··--·~ ----,-, .. , ..... --- ' ' + 0 .,, ' 0 0 1-00 -f 1 i r1 I ' ) +-····· 50+00 LOCAL i . I ' j ·~~·' ---~-~----- N-~,-: -.. , ,J -:-•----=-~---::t -·; l .. -'r"'..-"''\ ---r- 11) a, c 51+00 . ., ,NO'} ""~ lO ": : '«) ~ + "' "' "' "" ' . DETAIL E-9 ' i -·· I • : j-.• 52+00 LOCAL (O'i oe,J't ::.Q -.,-· +_r,..,._·., I 53+00 '' I .,. •• I ..: DEPRESSION ' c~ "' :l; ..; ,)-. m- in !:2 \?1 0) - "' "1 "' ' 0 "' -4,, (J" " Vl .. J., .. 54+00 ----------SO- G i .. -·. ·;. ···-· .i. ·--··· PROFILE fl!JRJZ• l "=40' VERT, 1 "=8' (_) w ,.----FOP. SEl<IER ,/ SE£ SI-IT NO. 25' WA7"ER BY I.R.WD . ./ = • • C • " ,~ ij~ ci ' 0 ,, ...... ~ "' l 56+00 - DIET AIL E-7 VISTA RIDGE ROAD PLAN ""::,;;40~ "'''-,"-'·'-~"'"·'-"'·' ~'"''"",'-"'"'"'·' '"" ~-,. ~" ··;··,' • ' \ I ' .. 1 .. 57+00 0 . __ , - !lJ 0 N,,-··,-;-,o• ,. 0 ... -, : -·· . ---L-:+i "Cf'-_; ... + QN, <O a>t- 920 -I_ ' ! ·r-· : - ' ••-~---,1-e~-' •• f -- / . -i--·· i ' I I.. -J I I !3201 ' ·!' 58+00 ---i --·-,_ --•-,· • ' = LOCAL ; .. _l ' ! 60+00 "' ~,~ m N <1" • •. ._J Q ,, -== DEPRESS I ON OE TA IL E-8 r,... f,f) CURVE DATA DELTA RADIUS LENGTH TANGENT 34°00'00" 600,00 356-05 183.44 34°00'00" 620.00 367-92 89-55 580.00 344, 18 77,32 77°40'00" 620.00 840,43 499,09 580.00 786.2i 466,89 _j . CONSTRUCTION NOTES CONSTRUCT o~~ A,C. OVER 0. S' A-~.\ ' ' L CONSTRUCT "A2-6" PER A,P,W,A STD, TYPE CURB AND GUTTER 104-0-0C (W=i.5'l CONSTRUCT LOCAL DEPRESSION PER Q. C, E, M, A STD. 1308 "L" PER CONSTRUCT 4'-6" SIDEWALK PER WIDE O.C.E.M.A. STD. 1205 i\-\ST~LL ONS(\) <c," PVC CL o\S TY.JO (2) 4:' PVC C.L LOCATION. l/2 0 2 on or Igloo I drawing Pr-epar:ed By;_ PLAN DR. 19 (16)28) Sb~et .36 Of lit ~d £Pv~l ~~~~~E~~~~~lt!!!~; 5 Wrigley! }ninl,l'; CA 9271~, fH,4)830-BSOl ' I I I ' 1 ' I I --~ fg 0 0 + ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY fl!: AOPEP 5/..EEVE'S STREET "AS-BUILT" IMPROVEMENT VISTA RIDGE PLANS FOR ROAD ' "" !,'. --l • :::, "' r ➔:-::-+----'--·-----t,;==_--,-,=,,_-----------J MARK DATE DESCRJP!ON PREPARED UNDER i-:c====-'---=:.::..:::::..:.:....:c:,:.:__---1suPERV ! s ION OF RE\/!SIONS SHEET 36 OF • ,.,Jl~_j :;:; / 3092-5JQ2 +~ ON <D cr, 0 .+ ~ tO 0) N '° N 0, LEFT OP OF cu RB 0 er, 0 N N N tO 0, 1,0050% CENTERLINE 1.0050% NN <Do, u u IL \ OJ ~ • 0 01 0 0, 0 N ,..., <t + !' + r-- \ 0 u a.. ro ~ ci <D N -<l-+r< ID a, <.OjOl EXIST. ROUND AT CEN ERLINE, 920- 1.0050% 920- I 60+00 61+00 ' • ' "' ""'I" ~I ........ ro.,, '1 ~+ <D ro "' + '° + N '"' <DI"-"' " ..._ .... "-+ +u + + + ,.. u (.) 0 0 0 0 0 © '-'''*-' <D ~ <D 0 "' i:: ... I-,_ ~ --$ "7 ~ m ~ -~ q 0: V,i 0: u q .... .,. . ""' .,, "" tr; Ni,-,N t;; I;; N ,-: N 0) (/}jO'J ,,. cry 0> J 1 ,L I 5• 19' SI f" t.P.QALDEPRESSION DETAIL "E -1 o• cS ~ ' ..,. "' .,. "1 N .,; 00 + 1/) LJ) + N '° f::'. ;'." "' Vl "' (0 Iii~ o· c:, ' ")(. .... c:, .. ((j -...;; ~¼) ,(J 0 '•,,,. ....... -~ :'x' ' .... ·-~ I 7 ~ -____ F-"-0"'-R STORM DR.AIM IMPROVEMENTS_/ (LINE "E") -SEE SHEET 16 I ZI 19' l r • N "''"' 0 ,,, 0 ":I+ JD JO ,-.: + "' ~1 .... "'I ... ... + +u + u N .,. N N "' -"'lo "' f::: . ll < .... ;:, ..J ~ q >-'I-" J/l m ~1~ J/l .u "' t:i:~ !-N !iii&! (I) "' l.QQAL QEPRC:i~ION Ql;;TAIL '!; :_ 1 ,: "' "' 00 "' + 0 "' ;:E (/l !ti 12 ~ "' N Ol 22 "' II _, 0 l..') -o I cri w to· m + 0 0 (0 "' Cl> .,-; "" + "' "' 12 ~ ~ ,-: ,.__ "' u, m om O"! NN 62+00 u u 0.. 00 ~ . 0 O> 0 0, 0 N N <t + r--+ r-- 63+00 LOCAL DEPRESSION DETAIL "E-11. u > m 0 0 4') co + i--: f') N ~ r--0 t[) r--+ ~' "' N u iii 010 lf)!CO +1r-: f')N 0 L() ~ f"• ~ 0 + + co <t f') N <D 00 0 L(') 0 0 r--+ + 00 <t f') N <D G1 = 1.d05% G2 = 9.980% '' L()tO 0 0 r<) L() r-, "' NO + +ai m DO <t N· N st N '° 0) a, <D O> 0 "' lO n 0 N 0 Ii) !.O +,,; L() + 00 a, <t N ~ N N tO 0, m <D Ci) PVI ST -66+00 PVI EL-V = 930.31 A.D. ..'..a.9750 K = 55.7103 ,n '° r--,;- + 0 <t V) ID a, l() co ,ot") 0 0 N"I 0 .,., + N r--'<I, + • ,0 f') -+ ci !{) n <D O> <t ,,., <D 01 ,o a, ---•{-- ON 00> + u-5 (0 t-,j <1:/ m A.O. -· -8.9l50 ,.., •' --,, A/4 co ~ 00 N 53.1. • h./4 A -<t 00 N 53.45' A/4 j "'/4 u b· tl) l'0 V") ~ \, 6/4 ·;;;.. N gj 0, Ol O> D::'. N NU o, mw 6/4 r--r--'o, N Ol 64+00 A/4 (() ~ 0 n N V) 0 n· + N <t .. . + ~ t() ,..., -~ ,,.., ,o 0, m PVI PVI 500· ·v.c. -···- TA = 66+00 ' u::v = 9.30.31 A.D • -8.9750 K = 55.710:3 65+00 SCALE: • VERT: 1 "=8' HORIZ: • 1 "=40' .LQCAL OEPRESSION DETAIL "E-.ll.'. 940 ,, 66+00 0 7 8 9 10 1 1 27 28 29 0 Cl, I.[) OJ, + co wn· <DO, (..) GJ ot0 ,nN +rri OCl LO !DO> ! ,-----+------;':"'.i o, Gi' 0 I'>,. ·---•·;;_ -----,--+--------''°I'° O'<D l[) 00 + . \ (0 l;il \W 01 DELTA 49· 42' 49· 42' 49· 42' 87' 30' 87' 04' 30' 49' 30' 49' 30' 49' tt) N r--'-11 +ci '°"" t0~--:.n 06" 25" 14" 14" 14" dOO aN 67+00 CURVE RADIUS 620.00 580.00 600.00 35.00 35.00 1065.00 1085.00 1045.00 68+00 DATA LENGTH TANGENT 537.83 287.15 503.13 268.63 520.48 277.89 53.45 33.51 53;19 33.26 572.89 293.56 583.65 299.07 562.13 288.04 ·u w 69+00 70+00 • • • ,:; ,,.,..,. r:;>1" ¥),f"? ..,. + ::ii+ '° oi 1"") + N N u.. ..,. lL ""I"-+ + u + (.) +u ill cr, O> ~lu u<D u "' u ,-. ... .... _!>"-< ---if> t:qV'"J "'1"'1 t;; ~e.-: :a ~~ !ii 18 0,1/) "' <Ill°' "' J' L 6' 1 ' .J ,l.OCAL P PRESSIQN PEJAit, "E-l • I 3 .t-'r- ~ooiS en cq (/) r: ,.-.. ,N ~ (D t--w Vi m<l'l en L + N _!I, 0:, . (.) ""' ' "" ..,. .... 0 + ... LL + 0 "' f'2 iS N ,,,., .,., sf ,-: (0 if) 0, 6 I w~rr; " r-:1 + 00 .,; "' "' .... "-+ + u m U) u ,-..... ,£ ;:.,; N ~ "' Ch lfl ..; • <£, ... <C ,_ <D (f),0, 01 O> ' OCA • CONSTRUCTIO~~ NOTES: CONSTRUCT 0.75' A.C. OVER NATIVE (OR 0.40' A.C. .OVER 0.8' A.B.)* "ACTUAL STRUCTURAL SECTION TO BE DETERMINED BY P.F.RD. MATERIALS LAB. CONSTRUCT ~A2-6" TYPE CURB AND GUTTER PER AP.W.A. STD. 104-0-0C (W=1.5') CONSTRUCT LOCAL DEPRESSION PER O.C.E.M.A. STD. 1308 "L • PER Pl.AN CONSTRUCT 4' -6" WIDE SIDEWALK PER O.C.E.M.A. STD. 1205 • CONST. ACCESS RAMP PER PF&RD STD. PLAN No.1115, TYPE 2 INSTALL ONE (1) 6" PVC CL 315 AND TWO (3) 4" PVC Cl .315 SLEEVES EACH LOCATION ~EPRESSIQN DETAIL •~.H: 19' DR, 19 (16528) Sheet 37 Of 116 I /a\1 7/iq/00 /IDP Sl. t'\AWIE.,Sii>H ill, 1/19/SG 1.00!] H.C. l£CESS R.1-\'.?S ffi /11/9 1------------1& 1/24/9 Prepared By: li=-~]CDC ENGINEERING INC. r :;."-j Civil De!l!Qn Coniin.1llanteei a Wrl,z!ey, ?nine, CA mis ('114)03'l-eool MARK DATE DESIGNED DRAWN VffllOIJS CURll IW!? t: st.EEWm OW!GES Rt'Y,SED R().11)'.mG!r..'.DIT DESCRIPTION CHECKED 1 3 inches on 1 I original drawing 2 I ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUil T" STREET IMPROVEMENT PLANS FOR VISTA RIDGE ROAD STA 60+00.00 -70+00.00 SCAU: DATE DWG NO AS SHOWN 12-31-96 SHEET 37 DATE 116 "" C; (1 L C' 10 (\.) / CJ < .-~ ~ $2-~ [ E J~ .. SL SJA. 74+91.71 . ,_,,· 1019.28 TC r · ST. STA. 74+94.71 -~·1019.57 TC CF + 4" •,~ 'i1 ~ • re; E r~ fvl ~ ! fl.; ~ ~ -~ 0 ()1 ·>' vi 0 0 0 0 ---; ---; ---; Pl r- ~ -~ -· --, N N N )> -+" ~ ·<' (.)1 (.JI (.)1 ' . , I (.,l ~ .;,. :;o '° 0 0 ► CXl I'-.) 0 D 0 0 0 C 0 0 0 U) 0 0 0 U1 Ul U1 r 0 0 0 .,., -" 0) ,..., z 0 0 (YJ G ~ {.J1 vi ---l I N 1'v l'V :--1 tn en en ► O0.!NZ. C()<..,.J:..... CJ -I' a, 0 S2 -l C'u Cl c-.:, Ill 4 ~ -i '"" {2 5tl -~ - -"' • z (b ~§; a Ci') Q :l' ti t,rj ~ .... ~ "' -!!J ~ ~ QJ f.r!" o t,,:'j •• 0~ 0 ~. -"'g z ;:! ~ i:;:, ' m:;: i> ~~ ~z .. r.:, ~ . I r- -"' ST. SfA. 75+05.15 q; CB l=21 ST. STA. 75+ 15.60 1021.55 TC CF + 4" ST. STA. 75+21.57 1022.09 TC CF·:;: .3" .ST. STA. 75+40.47 102.3.79 TC ST. STA. 74+81.99 r 1018.33 TC " ST. STA. 74+85.01 <,; ·1018.6.3 re er+ 4 ST. STA. 74+95.56 Q:. CB l=21 r ST. STA. 75+06.11 ~ 1020.66 TC CF + 4" ,,,I\ ST. STA. 75+12.14 ~ 1021.23 TC CF + 3" • -"' ST. STA. 75+31.24 1022.98 TC ,- n c-· 7J < 117 0 )> --1 )> Rto,sre. ~ •~o {...,_':>_ M ~0.p -o ,,:;;, ~ z <:;, 1* ,~ ·-·9 rtr«. i....,O '-0 Ot/1) F -1') u; 1 ~< 1 o ?-'O (<"',..-(.,..\ ;;;: ' (" OW, <)A " " ~ -&-b" "I:)~" ,.;, --J o' ,,_'J ~~$ ~ 1Lli ~· i[;:'>~_ z'. C') A z . -rr! , ·-0 §; ·~-.s» ,_ ~ ' ,-:: ~ ;u = .;; ' ...., ¾ ,J' I < ;u b 0 U) !.: 8 ~ 0~8 ti) 8 z o ';u-'v "(/)~,o ~ . "' 2j • i!5 Ill lo -I" I O e': 1'l I Zc, r,; ~~Ji I m :,, "' • 'i!" ~ 1ft ~ f'?~ :c > "'?; i"l 0 I C O Z~ m ~8 ""(f' tr, z ~ -ll -I < "'\ ~ ~~ U) ;:o ::0 /'0 z!"'I ~ -j ..., 0 ~ I » )> l"1 \'.o! §? ~ < -I z: 0 i"M~ ,J ·-·· s::: ".) "' o 0 VI 3:: l"'7 ,, CT> Pl -+ -l -u zo l> ;;o -I ;;o 0 ►> :;o < •:z -fT1 3:: C) I c:g1 ::::::::; .. J (WlJ =3 ~ d? dQ) = Cg) ~ ffi d0 (Q) ~ lg _, vi -~ :, n :y l'v (1) (/) 0 0 :::, 0 ld]Y/ ?;; ~ ' I 0 ~ o [lJ 0 " C 0 ;;:::: \~ ,., -I c,1'7 ►!Tl Zc, , P"I z ► tO. / r I z 1ll.... o , . 7 g -I Q O - · C ,Q)~ t~ 0 C: ::, ::::0 -u ..., z Q ' \.3-• • 0 0 r ~~, Q. E3 + )> ~ Z 7 ~ 0 0 (/) --1 0 ~ i (N (I) 0 "' _ ,19 ;ti °' ;;l ()) E! .,,, ► ::, 0 G) '° / l!r • :::0 r, z 0 . . -< ~ i'C) MATCHLINE -STA. NO. 70+00.00 SEE1 1$,li~.:. _NO. 37 -·-·-- \ I \ \ Ii\ \ \ s1'· R~ l1 ~~\\21 ~\! ii \\\ 1)1\i j I ' I ®-fr\\ I I I\ 10' - -, I \\ \ !\ \ \!'-1--C~'.: I \ -i ~"~, () i clS-'\ 1 ·: ~1 \\\1 \ I "' \ • 0 1 '•1 I \• 1\ I I i\~ . I I I,\ 11 \ I I i ·\ I 11\,\,I\! 1 I ' ;,· I ' \i > i. c: I ii "'1-, 0 q ~ V) 0, (') ;ci 1> r ~ ; 1 1 11 1~ ' \ I~-1V 10<;<;+£L ~ \ .l • ' \ , -" I \ I I 1\ ~~ I 11 -~ .. '\ I 11 c', I 1 I 1 "' '1· : . I \ I I I\ I I I '· ®·1 •. 1 (f , [ I I ' . \ .I\ \\\i ~ ~ \\ .t:,. a - ' ,. I \ ! .~ ,,z=1 t-J so s _ ·\. 1_• \' ·· ,rz~1 £-3 88 .::ll 10 ::::; 9g·g13+tl I g S l ·,;o+SL N ' ,·-r-' ~ I ~ t' ~ . . I\ 1\1 i ·I \1 I • 1.11 , I [ I I '" I I :1 /,I • 1 ,) ( ) l ! ' ~-tr J !1 ·1 I tf' ....---1 . I ! i! --1 cl ::0 0 {i j;! ' ~ :,,. z 0 ::0 ~ ,_,, f'l "1 "' ~ 0 .,, <;;: z w 11 11 i , . : I I , ·>( i ,u: I " ,, !, I ·•' " I ·, :i I I I (.fj ,II I, !! - I I . ,;; J ;;~ 'Ill 1 1 11 1 g r,1"',,,I. /Ir 9 ~ ,;o U} (I) r f11 z ii\ r'1 Al ID -< ;;e 0 'O -a "' I 0 "' < "' ,.., U) er;: "' z _, U) "' "' Cl /fl I G N "' '0 ! ! 1 1/_/ /I I I l_/1 .J--- !8, 5K_54 .! _ r· 1 . i ' 11 Cl,-• ... 0 10 ..., '-" ... ;i I I ' !/,J.·1 !1 1 ___ _F_LJ}lJRE STREET ' 1 , 1 j, " INT. ST. Siii. 78+8200/f, t~_ '_!'_ . -~,'/I I , u • !I • ' I J t I I I I I: I 1 /. Cl> 1-, 0 qt ..., r.,, m,~ ::; 0 ... 0 ... -i-1 ~ C, -, ,--a 1 /' / ! . '11 ~~-11/ _I J ___ H-.... _·_oCoi_+2_1_ I i ! : ''l f i j i ,_) I i ml// I! D1 !I MATCHLINE I !..:1 1s1YA;! 11NO. SEE SHT. NO. 39 80+00.00 r5> ® @) ® @) ® r--1 -(/) C) U> 0 >o m -t 00 0 ::£ ;z cl 0 -•o ·o --< C) <O r,o ~ . z: !='z :Oz .... Mz w if) :,;: "' ""O C :::0 ~ ►~► ---< -·-i • --l -i N r N'° g;~ ;<> "' :.11~ 0,;J c,C . ' . 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(0 " 0 ,..o " 0 ID -....i c: I , 70+00 I , 70+00 I i 70,00 6 \ 910.23 \ 910.20 \ 910.23 I I 0 "'"' °', '"'-~ '-I + --gf 980.18 980.21 ~ " !DE:, . 980.'2,J .,...-l'Vr1c ~ '71+25 4l 71+25'',, 982.71 982.71 ··-,. 0:.0 '-..._ I.O ~ 0 '-..._ J ID • ••• 7;;;-;~l 7l:+00 71+00 ...... 71+75 ... .......,, 987.66 •. 987.66 71+00 ':;:I_ 72+00 ~-t0 --72+00 1 6 1'. 990.19 -I ·1 0 /, 990. 19 o . . I .---::i'E:tvr1, -1 ~ o , e 2+2s c"Z. ~~-> 12+25 ~ ~ \ 992.69 --992.69 '"· -I fT1 ;:o r z '-...I r 73+00 1, a:... ~i · \1000.17 0 ID€, . o -~°'< I \ n+zs \ 7 3 + 2 5 --.::: ~ 1 O O 2. 6 IL_ 1002.66 73+55.01 BC 1005.69 0 -0 ~ !De:, C ► i4, '-' O G) fT1 1 OC\.7.63 73+'l:,5.01 BC 1005\64 ~ 73~75 1---------.,.-1007.63 ~ -+ -Z0ur . - 73+00 1000.17 or ...,, l"'1 ''Tl o-1 C-; :::0 0 73+55.01 BC 1005.67 74+00 1010.15 ~• lvlfc-'ll \ 74+25 ~+ ~---1~')12.65 10.1 .i,.,I \ 74+00 lrri:::ox -4+00 o \ 1010.15 . -IC ,10.12 -• o \ • !"'7. ;-1 I o :::0·2 I I , col . Ii .Z)>, , 1"'1-1 ...._ I ' "✓ 1j.~~ BVC/ ./ j°_~~ ~B'C"CVC~, ---...,-x\~1-<-t4~1 ;~· .-~~~~B~V~C-----,1----- -.._i • // O! 75+-f)O 75+00 I \f 75+00 I 6~ ,1:D.20.08 . ' ,.1020.05. l\1020.08 a r :r:<vi /// i· _, ~-~ ~· L7% i 75+25 • 1-022.41 75+25 1022.38, .-75+25 102-2.41 !';I" 1:1 ~1~:f;>,9 . ~ I\ 75+50 ~-r;, 024 "3 --1 """ 75+50 1024.50 75+50 1024.53 • .....Ji, :: ~ t • ~~is'". I ~ , II ii co' .I>,• 1026. 73 '·---I I IDc:, 75+75 1026.70 75+75 0 ~ ~-/-~~ en 76+00 . ', •• 76+00 • • l I ' 1026.73 76+00 f ~ 6 ..... _ 1028.72 u 1028.6,9 ---· o , <u .J 02&69! ~\ 76+00 ~-. . 102s.72 I " ., ,(.)G) < ' ··\, ' _Z§.± 2:;i 11--;1 p V) I ~ '• 1030.61 fTl--l o I t0 <► • 76+25 1030.58 0 I ~ 76+25 ' 1030.61 f: '1 '-..I + o. ol J ' I ' __ .l:f>,±50 j t:~ 11 __ II I~ 10s2 38 o,O :.:; ,..J '\, ~·~-00'.J 76+50 1031.35 1 !J!:.,11.. ffi32'.38 ' ~~ ' 76+50 H.532.38 (J)+ 76+ZIS-· CJ>01, 1034:cr:i "·x O .. 76+7p 1034.01 00 "'6 .J' 76;+7 103i4.d4 77fOO . - t03:l59 7J < 'TJ. -... ..:; ~)G) ITl [ -.J t--) _,,. 1-Vt ' ·:.,> 'M; I, i5 " ,,._- 77+50 038.36 \ _\ / \ \. -1 i~r.ti c ___ , 77+5__9 -· +038.33 7~+25 10 '7.03 77+50 038.36 Il011111:,: v-4r_o o C..ico ....... "-,J Ch9 0 0) all.}!/ l/1 + (JI 01 oo en 7J <~ I \ G)(;) -77+75 \ 77+75 M -fTI 77+75 --.J 1039.58 \ 10:59.55 II II ~ ~ '..JI \ l<D -> o:i ----· 78+00 , 78+00 i...i '° 11 n , " , u 6 ' 1040 68 ~ 1040 65 a,0 ~ "1 1 • " • • ,0,4 0 Cll O l o-...o"' (Jt + ~ 1039.58 (.)1 a . .. 'JQ.coo 0 I\ 1040.68 -.J tD 78+25 1041.68 78+50 1042.56 78+58.54 EC 1042.84 78+75 1043.33 70..i.nn I I 78+25 !-" 01 1041.65 ~ o 78+50 1042.53 ____ ~~8 63 EC 104 .81 78-Ji 75 1043\30 •. - + :.. '": ·~ ~--:. :. --~ --------------,----------I 70-'-00'-, I I 1 U-'1-.~.cl;J I l I 1043.96 '\ 1 0 0 0:, 0 + 0 0 79+25 1044.53 79+50 1044.98 79+70.3( 1045.26 , 79+75 1045.31 80+00 1045.52 ~ CJ (J1 0 ~ 'dq~ ',j \q1f\ I BC I 79+25 t'°" I 1044.51 ....... 79+50 1044.95 79+ 70.3!. BC 1045.23 ---. \ 79+75 1045.28 80+00 . 1045.49 ~ I 0 (JI 0 78+25 1041.68 78+50 j1042.56 78+58.54 EC 1042.84 78.+75 ··-------1043.33 l -79+oo I 1043.99 79+25 1044.53 \ 79+50 \\ 1044.98 79+70.jO BC LA-.---· 1045.26 ~\ 79+75 1~~45.31 . +00 104'5,52 ~ 0 (}'I 0 ~ •p!7@1-1l ' I -::- -----------------· ---------------•'--• •no•-••<-•<•·•••- -----· ---·····---:::::::::· ::::.:.: ---_--:;:. =·-:::_-- ·----··-·· ::_ -··- 80+00 0 0 211 ------··-· . . ·--·---"'-·· --t """. ''..V." -~ ·;.. _.,""' c;;-, •. --. -...:.: ~-~ - (Y; (J w 81+00 LOCAL DEPRESSION DETl\!L'.1:-J.: ""-,.,.,_ ···,,.,, ·,."'· 83+00 84+00 I , ffi LOCAL DEPRESSION_ DETAIL "i-4" --,_ --... ____ .. ----~ --, - ··---···-··· . .. ,, ___ ----·-·-....... -------·. ·------------------...... . ·---------------- .-::::-: ~~-___ ::: '.----• :.... ----------• -- 0 16 17 18 19 20 21 87+00 CUR\/E DELTA 17" 22' 19" 1 T 22' 19." 1 r 37' os" 93' 47' 41" 89" 45' 29" 02" 37' 42" RADIUS 2000.00 2020.00 1980.00 35.00' 35.00' 1980.00 DATA a, w <'l "' + <De, 00 >- LENGTH 606.40 612.46 401.52' 57.30' 54.83' 90.83' 19' TANGENT 305.54 308.60 201.4-5' 37.40' 34.85' 45.42' ---·-·---... --.• ------------ s· I l 7 .LOCAL DEPRESSION DETAIL "I 1" DR. 19 (16528) Sheet. 39 Of l 16 --. .. --------· -----··--· -----···--_, __ __ ...... -----· . CONSTRUCTION !\JOTES: CONSTRUCT 0.75' A.C. OVER NATIVE (OR r, 40, OVER 0.8' A.R)• ' v. A.C. *8AYCTUPA_l RSTRUCTURAL SECTION TO BE DETERMINED ·' · .D. MATERIALS LAB. CONSTRUCT "A2-6" TYPE CURB AND GUTTER PER A.P.W.A. STD. 104--0-0C (W=1.5') CONSTRUCT LOCAL DEPRESSION PER O C ·E M A STD. 1308 ''L" PER PLAN • • • • • • CONSTRUCT 4' -6" WIDE SIDEWALK PER. STD. 1205 0.C.E.M.A. 1 2 3 inches on I original 3 drawing ( ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY & 7/N/oo ADD ST. NAME,slGN i'-!/26/!3 P,Dt;q,HANDICAI' RAMP STREET IMPROVEMENT PLANS FOR VISTA RIDGE ROAD . ' if) I co u~ ( ') I l. (/) I I (/) I l.i.i I, I LY I (/) ffi 7 /H /97 ~Dffi SlllWS; r---------~..J ADD CURB RE.TURN &h/24/91 Rf)ASED ROAD AUGNtlOO STA. 80+00.00 -87+35.25 "AS-BlJll T" (7!4)!130-680! MARK DATE DESIGNED RAWN DESCRIPl!ON REVISIONS f'REPA!'UD IJNDER THE SUPERVISION OF =:::-------- RCE DATE SCALE DATE OWG NO AS SHOWN SHEET 39 ' ' / (Y.) DATE 1.::1 116 ) ~ 9f:' 51~ .. ! c:J f) ,,,.~ Z"'."'_ [ j • ~_:) ~-~,Jc:!) . ~~:> • 12-31-96 ' V' -•• ··-· f--·:_ -.:.. . £! :. .:~..:: .:·. :. -· ,..:.--- 52+00 53+00 54+00 55+00 • + :: LENGTH TANGENT L:!JliO' 11.C. 57+oo PROFILE 58+00 RIDGE ROAD • .. , - I I I LOCAL LOCAL-DEPRESSION DETAIL A-c'.3 / I 59+00 DEPRESSION rn· ' [::j I OET AIL: A-e4 - ----- - -"" --------+ ----{-.-:~-1-· -:.:: CURVE DATA N V C}) 0 ~ o-L(). +co >c.O, r00 -1-1'.. ill-0)0 ,,, • •✓ co.-_,,,.. --:-~-t-·-··--~ -:~-~,~-----w-:-t;_:.'. -- --___ ... --i,-.. , ••• ·---· ~-··ct= too: .. ----""'' . ~~ ;..-r•: ~. :: --.,---·-.. : -~: -- - - ···t ---...,....-···- c.j..:cc , --c::,r~~F•-~+f~l'.;,~_ti~--~-,._ +-·-• --:~"-? ~~:::-~ ~--~~ le1.;;_ ~-~ ..:::_· • • "' .. .. . 'ic'i. cc .. -·· •. , ..•. - ------... -.j-... - ---------·-. ,_.,. . .... j ~~---:: -, ___ j ••.• -1,. , •• -c • • ::··_----·:_;.. -- . . ---· ---::-.:::1 --, •• ➔• . . .. :.-:.-: :::-: "":::-'.". '. ~-:·~---·--•·--.. .- --~= ~: ... _-:·_-_· --" - t· -. -,--, - -----.. --·-··-• ·:: --: . .-:-··.:--_·:.:t·. ------------·--.... , -·-· -. . ----- • ---·--------··-·--. ·--·--: :.--, : .. -. 63+00 CONSTRUCT 0.35' A.c. OVER Ul' A.a. CONSTRUCT uA2-5n TYPE CURB AND GUTTER PER A.f'.\-i.A STD. 104-0-0C <W~l.5') CONSTRUCT LOCAL DEPRESSION PER o.c.~.M-A STQ-1~08 ·L· STREET PER PLAN ·-. / 11· A. s. C. 0. E. F. I G I• ,; H. I· l I j1 ii J. : 0. / i: / ) I / / / f \ \ \ \ I I I ./ I ! ' I / .. / ! / I /: ""~--,,~ / ! \ / / I ' I I I / \ \ ) ! I I I I \ \ THE !NSrALLAT[ON OF THE lRRIGATIOr,; WATER SYSTl=M SHALL CONFORM TO THE REGULATIONS FOR THE CONSTRUCTION OF iRRIGATION WATER SYS1 CMS WITHIN THE !flViNE RANCH WAfER DIST fl I CT 1*!.R W,O,) AND TKE ACCOM?ANY!NG PLN~S AND SPEC!FtCATiONS, ALLON SITE CONSTANT PAESS1JRE ~ECLAiMED AND POTABLE WATER MAIN LINE P!P!NG INSlALlED ON lHIS PROJECT SHALL 8;:; !DENT!Flt?:D 1N AGCORDANCE WITH "l.R W D •s~ REGdLATIONS AND THE IRRIGATION SPEC1FJCATIONS, AL1_ CONST;\NT PR~SSURE RECLAIMED WATER P:P1NG SHALL BE PURPLE COLORED PVC. MARKING ON TtiE PURPLE COLORED PVC PIPE SHt..t L 1NCl UDE '"fHE FOLLOWING: CAUTION P.ECLAIMED WATER. NOMINAL PJPE !NCH AT 73 DEGREES. ASTM OESIGNA.TIONS PL.\CED CONTiNUOUSL YON TIVO'S!DES OF THE PIPE SlZE, PIJC,'1120. SUCH AS i71l5, PAESSURE RATING IN POUNDS PER SQUARE 2241, ::1:67.2, 3139, PF!tNnNG SHALL ae ALL RECLA!MEI} WATER SPFHNKLEF} CONTROL VALVES, SHALL 9ETAGGED WITH lDEITT!FJCATION TAGS, (b) TAGS SHALL BE WEATHERPROOJ: PL AST:::::, 3~ X 4~, PURPLE IN COLOR WITH THE ~".'OROS ~WARNING· Ri!CLAlMED 'WATER~ DO NOT DRINK" lMPRINTED ON ON[ SIDE, AND "AV!SA ~ AGUA IMPURA • NO TOMAR" ON THE 01 HER S!DE. IMPRINTING KiALL AE Pt:RMANENI AND 3!..AGK 1'IJ GOlOf'! l_lSET/1,GS AS MANUr.:ACTURED BY: T01! CHRISTY ENTERPRl.3E, 21207W STRUCK AVE., ORANG?::, CALIFORNIA, S2677, {714} 77:1~ 4142. OR APPROVED EQUAL ONE TAG SH/Ill BE ATTACHED TO EACH VAL VE .AS FOlLCWS, (1) ATTACHTO\iALVESTEM DiflECTLYOR wm1 PLASTICT1.E•WRAP QB (2\ ATTACH ro SOLENO:D WiR~ DiRECR Y OR WITH PLAST,C, TIE-WRAP C':B. (3) ATTACH TO VALVE COVER WiTH EXISTING VALVE COVER OOLT WARNING TAPES SH/',.L. .. BE USED ON ALL CONST AN7 PRES:3l!r{E MAIN UNG P1PING CAPRYJNG POTASLE Wl,TER WAFIN!NG iAPES SHALL BE A MINIMUM OF 3 INCHES WIDE AND SHALL RUN COi\TfNUOVSLY FQR iHE ENTIRE LENGTH OF ALL CONSTANT ~RESS URE POTABLE MAIN UNE PIPIN3, THEJAPESHALL BE ATTACHED TO THE TOP OF THE PIPE V✓lT!-! PLASTIC TAPE BANDED AROUND THE WARNING TAf'E ANIJTHE PIPE EVERY FNE (5) FEET ON ctr.rrrn. WARNING TP,.PE FOR THE CONSTANT PRESSURE POTABLE WATER PIPING SH/I.LL BE BLUE 1N COLOR WITH THE WORDS 'CAUTION BURIED WATERllNE snow~ IMPRINTED IN M:NiMUM 1<1NCH-HiGH LETTERS,, BLACK IN COLOR< IMPRINTING SHALL BE CONTINUOUS /\NJ PERMANENT. THE ''LR.W,D,~ SHJ\.Li. i3E NOTIFIED TWO DAYS PRIOR TO THE STAA:T OF THE c0NSTRUCT10N AT m~, 476·7603 AND EACH WORKDAY THEREAFTER UNTiL COMPLETfON OF PROJECT. ' ALL PRESSURE MA!N UNE PIPING FROM THE RECLA.l~ED WATER SYSTEM SHALL BE INSTALLED iO MAINTAlN 10-FEET·MJNIMUM HORIZONTAL SEPARATION FROM 1\!..l POTJ\BLE WATER P!PING. WHERE RECLAIMED AND POTABLE WATER PRESSURE MAIN UNE PIPING CROSS, THE RECLAIMED WATER PIPING SHALL BE !M.·ffALLEO BELOW THE POTABLE WATER P!PING tN A PVC CLASS 200 PURPLE COLORED PVC SLEEVE WHICH EXTENDS A MINIMUM OF 5 FEET ON EITHER SIDE CF THE POT ABLE WATER PiPING. PROVIDE A MINiMUM VEP.TIC,41. CLEARANCE OF6 !NC HES. CONVENTIONAL (WHITE) PVC PIPE MAY DE US~D FOH s:.H'.V!NG MATER!AL iF IT is TAPED WITH 3 iNCH WIDE RED WARNING TAP!: WHICH READS "CAUTION· RECLAIMED WATER.". THE mRiGATION SYSTEM HAS BEEN 0!:S!GNED i() MJD MUST BE OPERATED BETWEEN THE HOURS OF 9:00 P.M, .Afm'o:oo A.M., L'NlESS OTHERWISE DtRECTED BVTHE D!STRICT ENGINEER. ADJUST SPAAY HEADS TO EUM!f'JATE' OVERSPRAY ONTO AREAS Nor UNDER THE CONTROL OF THE CUSTOMER "FOR EXAMPlE, POOL DECKS, PFWATE PATIOS, STREETS AND SIDEWALKS. CONTACT THE "LR.W,iJ.~ OF°FICE TWO iJAVS PR'.OR TO THt lRR!GATtON SYSTEM COVERAGE TEST A.T (714) 47,!3'7603 AND ARRANGE FOR A WALK THROUGH OF THE SYSTEM. • FAILURE 10 CCMPL Y Y\nH ANY OR ALL rn2 A80VE GUIDELINES PUTS YOUR SYSTEM JN VIOLATION OF THE DISTRICTS RULES AND REGULATIONS. AND WILL RESULT IN TERMINATION OF SERVICE UNTIL APPROPFiiATE CORRECTJVE STEPS HAVE: SEEN TAKEN. WARNING iAPE ON RECLAiMEIJ WATER CONSTANT PRESSURE MAlN LINE PIPING !SONLY ALLOWED ON PROJECT-BY-PROJECT APpROV.AL FROM THE DISTR!CT ENG1NEER. IF APPROVED, IT MUST FOLLOW THESE !NSTAlLAilON SPECl~CAT!ONS. 1. 2. WARNING TAPE SHALL 3~ USED ON ALL CONSTA:\ff PRESSURE MAfN L!NES. IJVARNING TAPE SHALL BS A MINIMUM OF 3 !NCH ES WIDE AND SHALL RUN CONT!NUOUSL V FOR THE'. ti\'i:Rr; LENGTH OF ALL CONSTA."•lT PRESSURE MAIN LINE PIPING, THE TAPE SHALL BE ATTACHED10 THE TOP ON THE PIPE WITH PLASTIC TAPE BAN~1ED AROUND iHE WA9NING T AP2 AND 'THE PIPE EVERY 5 Ff1::7· ON CE'NT2R WARNING TAPE FOR THE CONSTA.W PRESSURE RECLAIMED WATER PIPING SHALL 'C1!'AEO IN COLOR WiiHiHE \VOriOS '"CAOOOM .. RECU.!MED WATER" IMPRINT.ED A MINIMUM OF ·HNCH HlGH AND $!..ACK !N COLOR. lMPRlNTtNQ SHAU. GE CONTINOOUS ANO PERMANENT. ' ! . / f i / / ! i I ' , / ! I I ! I I ' i I 1/./t, / i ' I / I ! f I / / I I / , / / ' J / / ,I ' , ( I ' / I / / / j i I ,I i I / I ! / I / I I I I / / i ! I I ' I ! / ' / I , I . ' ' ' ' l I I I I ' . \ / I I I I I ! , I i I \ I I / I /! ! i ' i I \ \ ' \ ' I I './ \".,/ I / , / / I / ( / I : / / / / / I \ \ ,, ~ ·-.. , .. ·-•-"~"·-·· / I ' , I / ( / / / / / j ' .I / '• ~2;;~; ''·~. ,, /--...:., ;' """"·"--'"·~··· ..... -,..,~••••--_, __ _ '-~ ... -... .. _ ..... ,, ... --~---.---~ / / / / I '' \ \ ALL ON SITE CONSTANT PRESSURE POTABLE WATF.I'; MAIN UNE PlPINC; INSTP-LLED ON THIS PIKUECTSHALL BE !DENTiFIED IN ACCORDANCE Wn'li 1'Hf O!STR!CT'S P.EGU:.ATIONS AND IRRIGATION SPECtFIC/\T!ONS. ALL MAIN LINE PJP[NG AND CONTROL WIRES UNDER PAVING SHALL BE INST.AllED iN SEPARATE SLEEVES. MAtN UNE SLEEVE SIZE SHALL BE A MIN!MUM OFTWICE {2X) lHE DtAMETER OF THE:: PIFETO 8E SLEEVED. CONTROL V\l'lRE SLEEVES SHALL BE OF SUFFICIENT SIZEti=OR TH!: .REQUIRED NUMBER O:'° WIRES UNDER PAVl:,,.iG. ALL LATERAL UNE PIPING. UND2R PAVING SHALL SE PVC SCHEDULt: 4o PiPE AND SHAU.BE INSTALLED PR!ORTO PAVING P1PE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUGSTITUT!ONS OF SMALLER ?JPE SiZES SHftlL 8E PERMITTED, BUT ' SU8ST1T~[ONS OF LARGER SIZES MAY BE APPROVED. i\Ll DAMA.GED AND REJSCTED Pf PE SHALL BS f!EMOVED FFIOM THE SITE AT THE TIME OF '. SAID REJECTION. FINAL LOCAflON OF THE AtrfOMATIC CONTROLLER SHALL BE APPROVED BY THE LANO SCAPE ARC!-!11ECT, 120 VAC ELECTRICAL POWER SOURCE AT CONTROLLEfl LOCATION SHALL BE PROVIDED BY OWNER OR GENER.AL CONTRACTOR. THE !RRIG/\TION CONTRACTOR SHALL MAKE THE FiNA.l CONf'--!ECT:ON Ff1,0M TkE ELECTR'.CAL SOUR.CE TO THE CONTROLLER. ALL CONNEC"rlONS SHALL BE PER CODE ALL SPn'.NKLEfl HEADS SH.'\LL BE SET PEP.PEND!CUlAR TO FINISH GRADE UNLESS OTHE:A.VV!S~ SPCCiFIF:D. THE !RnlGAT!ON CONTRACTOR SHALL FLUSH AND ADJUST ALL SPAJNKLER HEADBAND VALVES fOA. OP1!MUM COVERAGE WITH MINIMAL OVERS?RAY ONTO WALKS, STREETS, WALLS, ETC. THJSSHALL iNCUJDE REGUL.AT!NG THE ?RESS URE Ai EACH VALVE TO 03TAlN THE OPTIMUM OPERATING PRESSURE FOR EACH SYSTEM. TH1S DESIGN IS DlAGRAMMATiC. ALL P1PING, VALVES. ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN ClARJFJCATION ONLY AND SHALL EE lNSTAllED IN PLM.'TiNG AREAS \"VHEREVER POSStBLE. THt: CONTRACTOR SHALL LOCATE AL:. VALVES lN SHRUB AREAS, , lT IS THE R.ESPOt-.fSl8iL1TY OF THE !RRIGAT!ON COKffRACTOR TO FAM1L!ARIZE HIMSELF WITH ALL GRADE DIFFERENCES. LOCATION OF WALLS. fH:;IAINING WALl.S, STRUCTURES AND UTILITIES. THE !RRlGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ffEMS DAMAGED BY H!S WORK. r{E SHALL COORDINATE HIS WORJ<: WITH OTHER CONTRa\CTORS FOR THE LOCATION AND INSTA!...L4T!ON OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER ROADWAYS AND PAVING. ITC. DO NOT WfLLFULLY INSTALL THE SPRiNKLER SYSTEM AS SHOWN ON 'tHE DRAW!NGS WHEN IT IS OBVIOUS lN THE F!ELD THAT UNKNOWN OSSTRUCTIONS, GRADE DlffERENCES OR D!FFERENCES JN THE AREA DJMENS!ONS EXIST THAT MIGHT NOT HJI.VE BEEN CONSIDERED !N°THE •ENGNEERING. SUCH oBS"~UCT!ONS OR DIFFERENCES SHOULD 8E BROUGHT TO THE ATTP-1\lilON OF THE OWNER"S AlJrHC1AiZED REPRESENTATIVE. • IN THE EVENT THIS NOT!flbATION IS N01' P~RFORMEO, THE tRR!GAT!ON CONTRACTOR SHALL ASSUME FUCL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL SPRtNKd!R EOLiiPMEITT l\'OT OTHtRV,~SE OETAILED OR SPECIFIED SHALL BE INST ALL ED AS PER MANUFACTURER'S RECOMMENDATIONS AND S?ECIFlCATJONS. "' REFER TO tiPEC!FICATIONS FOR ADDIT!ONAl DETA!LEO INFORMATPN. ADV (ANT!•DRAIN VALVES} UNITS AS SHOWN 1N THE DETAILS AR!:: FOR iYF>lCAL iNSTALLATlON CNLY, AND MAY NOT GE REQUlRED ON ALL HEADR PRIOR l'O lN&'TALLATtONTHE CONTRACTOR SHALL VERlFYWITHTHE ON-SITE GAADES. !FTHER!: IS AN ~LEVATION DIFFERENCE OF24" OR MORE BETWEEN THE HIGHEST HEAD ANO LOWEST H~AD C!\l A SYSTEM, THE AOV-S SHALL.BE INSTALLED PER THE DETAIL. NO HEADS SHA!..L OP.AIN UPON COMPLETION. • THE CONl'AACTOR. SHALL VERIFY THE STATIC PRESSURE TO BEAS STATED ON THE SYSTEM REOUIRE.MENTS. SHOULD THE STATIC PRESSURE EXCEf::D20%, SET THE MASTER CONTROL Fl!:CGULAT!NG VALVE A.Till% MlGHER THi\NTHE STATED SYSTEM REQUIRl::MENiS. SHOULD THE STATIC PRESSURE !32 LESS THAN THE STATED PRESSURE, NOTJFVTHE ARCHITECT lMMEDtATELY. CONTRACTOR SHI-ILL AUN A HYDROSTATIC PRESSURE TEST AT 150 PSI,' FOR 3 HOURS M!NiMUM. I ALL STATEDGALLON.l\GES tN VM..VE CALL·OUTS ARE ROUNDED UPTO NEAREST GALLON. ' I \ \ THE SYSTEM IS DES!GNl::D FOR THE MINiMUM OPERATING PRESSIJflE AS :SHOWN AT EACH POINT OF CONNECTION. THE MAXIMUM OEMP.".JD OF GALLONS PER MINUTE !S ,/JS SPECIFIED. THE lRRiGATION CONTPACTOR SHAi..L VERJFYTHE AVAlLABLE WATER PRESSURE oiJ THE S!TE PRrOR TO THE START OF INSTALLATJON. ALL lOWVOLTAGE\iVIAE FROM CONTR8LLER TO VALVES SHALL BE SCUD COPPER UF#14 DIR.ECTBUF,IAL TYPE USE CLACK iNSULATEO WIHE: !=OR CONTROL AND WH!TE FOR COMMON. !NS TALL \NA CO\liMONTRENCH WITH PRESSURE MAINLINE PJP!NG WHERE POSSJBLE. BUNDLE AND TAPE TO PIPE AT 10 FOOT itJTERVALS, NO SHARED COMMON WIRES W!LL BE ALLOWED IJSE EPOXY TYPE CONNECTORS, THROUGHOUT, FORM !:XPANStCN COILS EVERY 01\!E HUNDRED FEST OF WIHE Rl.'N, N,;J AT &\CH CHANGE OF D!F.2:CT!ON. PROVIDE'A M1NIMUM OF 24" COVER OVER ALL PRESSURE MAINLINE PlPE AND ,a~ MIN. covrn_ ovrn ALL NON•PRESSURE LATERAL UNE. ALL P:PE UNDER PAVED A.REAS lS TO BE !NSTALLEifi'N PVC SCH. 40 SLEEVE W!TH 36" M!N. COVER, SL.EEVE LOCATIONS TO BE AS SHOWN ON PLANS /..ND INSTALLED PEA .JETAtt .. l['i SLOPE: AREAS, 1NSTALL SCHEDULE 40GALV,\N1ZED STEEL UNCS ON·GRADE; WHERE CALL~D FOR ON !Jfi.AWINGS, SE:CURSD TC SLOPE FACE TEN FEET ON CENTER WITH #4 X 35~ REBAM "J-HOCK" DR!VEi'J INTO SLOPE FACE BELOW PrPE ALL QUICK COUPLER VALVES ARE TO 8E INSTALLED IN 8HRU8 OR GROUND COVER AFlEAS WHENEVER POSSIBLE ANO WiTHit'J rn• OF THE HAROSCA?E. AL.l QUICK COUPLER Vf.i.VF.S LOCATED fi\l TUP,r-: ,1\REM> SH.ALI. SE INST AU.ED 1N 8" DIA. GREEN PLASTIC VALVE BOX. INSTA:.L ALL VAi.VE 80XES PER DETAILS. wm~ STATION NUMRER STENCiLEDON LID IN YELLOW LITTERS. 2~ HIGH. CONTRACTOR SHALL TEST ALL PRESSURE MAIN UNl=S UNDER A STATIC PRESSURE OF 150 PSi, AND PROVE WATER-TtGHT. CO'.\ITRACTOR SH/J..L PROVIDE NECESSARY FORCE PUMP AND PRESSURE GAUGES. MA!NYA!N PRESSLJRc= FOR A PER!OD OF f'liOT LESS 1 HEN 3 HOURS, WITH NO DROP IN PRESSURE DUR!NG n!AT T!ME. ANY LEAKS tOUND DURiNG TEST PEA.rOD SHALL BE REPAIRED BY REPLACING OR TiGHTEN;NG DEFECTIVE . CONNECTiOl',J, WITH NO CAULKING OR PACKING TO BE ALLOWED. ALL 'fHREAOEO Pl PE CONNECTIONS MADE ro SUP-JOINT FVC F11PE SHALL BE MADE WITH A PVC THREADED COUPUMG, ALL THREADED ADAPTERS A.II.JD COUPLINGS ARE TO BE: 'DURA' Oi::EP SOCKET TY?.E. INSTALL ALL SPRAY HEADS WITH NOZZLES CF 'fHE APPllOPRlATE DEGREE OF AADIUS FOR THE AA::A TO BE COVERED. ADJUST ALL NOZZLES TO ELIMINATE SPRAYING WAT~A ON BUILDINGS, HARDSCAPE ANO NON-lRRIGATED ARE.AS. ADJLlffT ALL VALVES FLOW CONTROLS TO PROVIDE OPTIMUM PERFORMAJ\!CE. CONTRACTOR SHALL PERFORM A COVERAGE TEST UPON COMPLETION, !N THE PRESENCE Oi-lNSPEriTOR CONTACT THE DISTRICT ENGlNEERlNG OFFICE TWO DAYS PRIOR TO THE IRRIGATION SYSTEM COVERAGE TEST AT (7"14} 476-7500 AND ARRAN3E FOR A ;_ WALK THROUGH OFTH!:: SYSTEM. CONTRACTOR $HALL INST ALL ALL MA1'ER1ALS TO COMPLY WITH ALL AP PUC ABLE:: coorn AND ORDiNANCES, f,,S CALLEO FOR IN LEGEND AND DETAIL DRAWINGS. • COHTRACTOR. SHALL GUARANTEE: !HE ENTJRE SPR1NKLER SYSTEM FOR A PER!OD OF ONr: YEAR AGAINST DEFCCT!VE MATER1ALS ANO WORKMANSHIP, ANY REPAIRS NECESSARY DUR!NG THIS T!~E. JF DUE ro DEFECTIVE MATER1/\LS OR WOF!KMANSHIP, SHALL BE MADE AT NO C.0$7 TO OV-JNf.R. CO!il1HACTOR SHALL DELIVER TO OV\l'NER'B REPRESENTATIVE UPON COMPLtllON D(fflA EQUlrt,~ENT AS FO~LOW"S; 1. ONE LOCK \l.'ITHW/0 KEYS FOR CONTROLLER ENCLOSURE 2. THREE EACFI QUICK COUPLERS WITH ATTACKED HOSE swr>iELS. ~ 3. ONE OF EA.CM TYPE OF SPrltNKLER USED ON PROJECT, WITH TWO OF EACH NOZZLE SIZES .A.ND ARCS TO Fff EACH SPRtNKLEH USED. COt-.JTRACTO!!l SHALL INS'TALL PRESSUR~ MAIN LINE AND O:"HER !flR!GATION SYSTEM COMPONENTS tN ACC0110ANCE "-Nini ALL JR.VINE BA.NCH .. WATER DISTRICT R£GULATIONS. ( SEF. SPECIAL NOTES CONCERN!!% NON·OOMESTIC WA'TERARt:i\S) / I I i ( I / i / ' / / \ ' / / P.0.C. = POINT OF CONNECTiON. CONTliACTOR SHALL RUN A 2 112" SUPPLY LINE FROM THE 2" RECLAIMED WATER METER, TO THE '1 112" BASKET STRAINER, AND THEN TO THE 1 112" GRISWOLD PRESSURE RE- GULATING MASTER VALVE. CONTRACTOR SHALL INSTALL EACH COMPONENT IN A SEPARATE VALVE BOX. THE SYSTEM HAS BEEN DESIGNED FOR 52 GPM MAX. AT 109 PSI MIN. THE RECLAIMED WATER METER IS TO BE PROVIQED BY THE CONTRACTOR AS COORDINATED BY IRWD: ALL PERMITS, FEES, ETC., SHALL BE THE RESPONSIBIL!TY OF THE CON1RACT0R. TOTAL AREA SERVED BY THiS_ WATER METER = 363,sco sa. FT. AN!'lUAL CONSUMPTIVE USE"" 36.2 AC. FT, PER YR. ' CONTROLLER '8' LOCATION.!5Gl?,·24 WALL MOUNT CONTROLLER IN A VANDAL PROOF ENCLOSURE, SEE DETAIL 'H'. FINAL LOCATION TO 13E APPROVED BY THE LANDSCAPE ARCHffECT. COORDINATE THE 120 VAC POWER TO THIS LOCATION AND MAKE THE FINAL HOOK-UP .• • PRESSURE CALCULATION FOR:· : VALVE ·0..::.11_J•:i',Dj2~0JG~f!''•~l-----------r-~---~ HGL (HYDF<AUL'C GPADF. Li~-lE) ZONE 'G" M~.TER ELEVlffK.,'N • H!GHE:ST H8\D ELEVATi<:N i 'IRECl.!\IMED H-lRIGAT!ON WATER METC.R {2') . BASKET STRAINE_R \1 112') ;1MASTER VALVE_ (i 1/2") . MM-l LINE P\PE L\TERO.L Llt~E PIPE ELECTRIC f..;S'v10TE CCt..'TRO.. VALVE , PRESSURE REQU;REDAT Sf-R!!-,Ji<LEn , MISC. LOSS (20% Of TOT,.;L PIPING LOSS) j ELEVATION (L.OSS/G.A\N) CHE-Cl< VM.VE 1170,00 920.00 iOC5.00 ,t. 0,00 0.50 i.00 0.62 5 15 6.00 40.00 1. 19 36.81 5.0.0 TOTAL PRESSURE REQUIRED FOR OPERATION 96.47 'E'\IST!NGWATEP.PRESSL:REA7METER 103,25 -----~---~R~E[1.S;,JID2;U~.'.\!,L_£_P!,R-f§.E_s:s:U:P.:E:.::.:.:.:.::::.:::.::::.::.:.:.:::~:::.::.~'-'-'_-~7~B ALL PIPE ACROSS CONCRETE BENCH DRAINS SHALL BE INSTALLED 84. IN GALVANIZED SLEEVES PER DETAIL 'K" SHEET ! 1 /2 / 3_,,.,rn ch ls / 0 •" I 2 / / , os1_,..,· o~,.vg ! n~rf' ?,r'iiw_.!_1r'1j' I / ( CONTRACTOR.-SHAU::··A!lJUST" THE iSP!lAY. ,/ PATTl;ll!IS BY !NSTAtcfffo THE APPRO- ,,... ., .... P,Rl:ATE RAIN .£!RD 'PC' .${:REENs;' PRIOR TO USING,f"HE ADJOSTINGA,CREW.. • ./ THfS o~si6N 1$ DIAGRAMMATIC, ALL PIPING, \IAL\11:S, ETC., ,SHOWN WITHIN PAVED AREAS r~:~c !i~~1~1t:i.~c:t1~~c:~~o:.r,~:l!ite~~ WHENEVER PD$SlilLE. DR. 19 (16528) Sheet 57 Cf 116 / / ,·' ~✓-_,...,~., __ _.,~·/---··~"~· _..__,... ___ • ______ .;;l;'('\i • , "' 0 I "' < 0 0 . 0 LI; ORANGE COUNTY ~ 1-E-~_~ v_I R_o_N_. M_,E_N_,_.-._A L;;...M;..A;..N;,,;,';.;.li G,;.E;;.M;.;.E;;;.N;,;,,;,.T ..;,;,A G.;;.E;;;,';.;.'~ c;;.Y,;,Jj b 0 0 0 "AS-BUILT" . • ' . ·1 :IRR!GAT.ION PLAN$ •.. FOR. •. \ , ..... • . ' . • VISTA RIDGE ROAD • .,, ,,, • "" .... • ::::, ".J.;f,,,-:-:+C""'."C-+--_,_------b===~=-----------_jj"' 'l" 1-l'lc.::AccRc.:K.cP:.cA:..cT.:,Ei_ _ _:D::::E:.::S:::;CR::,,l:.cP_,,l,cm,_1 ---!IPREPARED UNDER SHEET j / I / REVlSIOflS SUPERVlS!_ON OF ----------I 57 "" DES!GMED SCl\lE OATE OHG. HO. OF 0 OR.~WN • ~!J;.. ==~'fA~S.,g;~~~,:;i8 .J..,...,._.,.--,_, __ ..j,_;•,;_l1,;_6;_,Jjf_; -~, () 12.. "" . --~(f~'!):.___-'----'\l~6,_. r \ I I ' \ \ ' i I \ ' \ \ ' \ ; \ \ / / / / I I ,, / J J / / / I / l j \ /,i I / / / / ! t j I ! I \ \ • 0 <:> +, 0RANGE COUNTY ff: ~E::,:N;:_:V~I~R~O.:.;N.:.;M;;;;;EN:.;.T~AfL~M:;';A-:iNiiA7G:;;-"cM_E_N_T_A_G_E_N_C7Y g "AS-BUil T" ·. IRRIGATION PLAN FOR VISTA RIDGE ROAD ff4' .. .,,. ,,; • < ... "' • Cl< _, • ::, • "' \ \ \ \ \ \ I ' \ I ORANGE COUtJTY. EtJ\fI ROtJMEtJTAL MAtJAGEMENT "AS-BU!L T" IRRIGATION PLAN FOR 1110-.co .. 1010,00 HJ45.00 2.60 • u .. .s:; i .7'j • 1 .l'J 1,70 3.40 40.CO -~,t~.~ 5.CD[ / VISTA RIDGE ROAD ST A 69•00.00-81,00.00 I ' UVR-PVC Sell. 40 PIPE anchor at 111' O.C. UVR-PIIC Scll.40 COUPLING IJVR-PVC Sch. 40 PIPE ;~SLOPE' ,-SWING JOINT i~r . 1·11/, ~ffi"!===<l \!"""'==:!=L ~. SWING JOINTj~ ;· UVR,PVC P!PE __j 1 i/1 rtUES DlA. Of P!PE GALVANIZED SLEEVE ~ - CONCRETE liENCH DRAIN'.,.. -l @ .. P1PE ACROSS BEi\!CH DRAIN UVR• PVC-~ PIPE ON GRADE, LATERAL LINE KING BROS. CHECK VALVE (LINE SIZE) IN-LINE CHECK VAL \IE 1 F!ll!ISH GRADE r---:UNION r-PLASTIC VAi.VE BOX WITH ! LOCKING LIO MARl<ED "G.11'". GA TIE V Al VIE .----·-WALL MOUNT CONTROi.i.ER ~"Zi"•§1:w3]•,,,E;:e•::]·•rZ;?.':L.>';E:/Y;S•·0•l§e[:'• ·2:•3:''•]· ~-VANDAL PROOF ENCLOSURE/ CONTROLLER. ASSEMBLY MANUFACTURED BY: STRONG BOX 2115 S. HELLMAN, UNIT 1 ONT ARIO,. CA. 91781 (714) 947-6992 FINISH GRADE 4" CONCRETE BASE 3" DIA. CONDUIT 11, SWEEP ELL FOR CONTROL WIRES NOTE, Ali wire to be lnsta!lod m:1 por local codo. (ij'\ ~ provide commercial pm:!loc~ end 1,,,.> (2) keys 10 owner CONTIROll!EIR NOTE; ' • 1.Ail plaslic piping !o be snailed In trenchoo. :!.Bundle & tape wiring al 10' intervals. • 3.Tie a loose 20" loop In wiring a! chan!Je ot ••• dirncllon greater than :io•. Untie all loop~ alter all connections hnvo Ileen made. 4.See Irrigation !lpccllicollono !or llackllll nm.! compaction roqulrdmonto. ,,, 2'0''' ·1-1 ~ = ~ m:n. 1or mam me 2 /2" & smaller. .. 3'·0~ mir., for mainline 3~ & larger under pavemo'rit TRENCHING 00 P.V.C. lee CONTROL VALVE' 1 O" ROUND VAL \IE BOX r STENCIL 'Q.C' ON LID FINISH GRADE 2 PVC STREET ELLS PVC Sell. 80 NIPPLE PVC TEE-- ii .. . • PVC MAIN L!NE PVC Sch. 40 Ell. - NOTE: IN:&'TALL 6" Fr&Otf tmAr£1!.T A!)JA!';!!HT PA\l'EO AREA.. I ,------PLASTIC VALVE BOX .\1\/ITH LOCl(!NG COVER. HAYWARD 12 BASKET STRAINER \'\JITH 100 MESH MONEL SCREEN. FINISH GRADE~ ~ ' !. . . 11·1~ Ilk----, - LONE CUBIC FOOT 3/4'' ... • CRUSHED ROCK ,__ __ PVC FITTINGS AS REQUIRED. BASKET STRAINER PVC Sch. 80 RISER --- PVC Sch. 80 NIPPLE --~ LATERAL LINE I SWING JO!NT----__.,1 PVC Sch. 40 ELI.: ANO STREET ELL ~'. POP-UP LAWN SPRAY ' t: 1 SPRINKLER HEAD -~ ~ nfci...t.rJ.W-•~GAL V: COIJPLiNG WlTl-i° SET SCREW , NOTE: INSTALL A (ADV IN RISER) ON ALL IMPACT HEADS (@) l~vlPACT ON RISER SPRINKLER HEAD '°'!:.!"'. 0 Etr:. SYMBOL V 'B' 0 0 EB ® ~ MANUFAC1URER MODEL NQ,OESCRIPTION ,GPM PSI RAD RAIN BIRD 1806-SAM-100-LA TURF POP-UP •• .33 I 20 .65 I 20 ' 3.60 40 e RAIN BIRD 1806-SAM-iOH-lA TURF POP-UP 8 RAIN BIRD 258PJ-FP-ADJ-DA•TNT-C9 IMPACT 35 RAIN BIRD RAINB!RD RAIN BIRD GRIS\VOI.D NB.SON HAVWARD NIBCO RAIN BIRD APPROVED APPROVED APPROVED APPROVED BRO\\INUNE APPROVED EXISTING RAIN BIRD KING BROS. KING BROS. ' 35A-P-JAbJ-DA-TNT-12 IMPACT 5.40 40 35 35A-PJA()J•DA•TNT•12 IMPACT 6.40 40 35 EFl;I-CP-PRS SERIES ELECTRIC REMOTE CONTROL VAL VE. 2230 SERIES PRESSURE REGULATING MASTER CONTROL VALVE. SEE PLAN FOR SIZE. .;;~QUICK COUPLING VALVE W/LOCKING GREEN VINYL I MODEL #72 SIMPLEX BASKET STRAINER. SEE PLANS FOR SIZE. I T-113 LINE SIZE GATE VALVE. ' I rseB SERIES ELECTR. IC WALL MOUNT CONTROLLER INSTALL IN A VANDAL PROOF ENCLOSURE SEE PLAN FOR SIZE I ALERTLIME LATERAL LINE, CL 200:P\IC ~IPE,:SIZE AS NOTED. ALER1l1NE RECLAIMED MAINLINE VIOLET IN COLOR SCH 40 PVC PIPE. SIZED AS NOTED. • - SLEEVE, SCH. 40 PVC PIPE 4' DIA. MIN. INSTALL 24' ~ELOW FINISHED GRADE. EXTEND 12" PAST EDGE OF PAVING. CONDUIT, SCH. 40 PVC PIPE, 2' MIN. DIA. UVA-PVC SCH. 40 PIPE ON GRADE. SIZED AS NOTED PIPE CROSS BENCH DR.~IN. RECLAIMED WATER METER TO BE PROVIDED BY THE CONTRACTOR AS CD?RDINATED BY IRWD. ALL PERMITS, FEES, ETC .. SHALL BE' THE RESPONSIBILITY OF THE CONTRACTOR 25BPJ-FP-.~DJ-DA-TNT-09 IMPACT I I • I 3.60 40 dl) I I MODEL KC UNE SIZE SPRING CHECK VALVE, MODEL KSC UNE SIZE SWING CHECK VALVE. ' SEE SHEET #54 FOR GENERAL NOTES • SEE SHEET #5? FOR RECLAIMED WATER NOTES. I . -DETAIL 'A' ,A,, 'B'!'C' '.S'!'C' 'B't'C' , 'D' ·o· 'E' 'F' 'G' 'H' 'I' 'I' 'I' I 'L' I I MULTIPLEVALVESPERSTATiON 1-----COl'.'fROUER STATION NUMBER o/7(\~_ \.::::I- GALLONS PER MINUTE i ---VALVE SIZE , , l~~--19 (L6.':i28) '-THEFT RESISTANT Sheet 60 Dr 116 / · LOCK SCREW #4_ REBAR nnchar 24" into slope ADV iN RISER " ,(}:" \ ~ FINISH GRADE IMPACT SPRINKLER ON GRADE HARK DATE .DESCRlPTlON REVlSlOfiS DESIGNED . ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUil T" IRRIGATION DETAILS FOR VISTA PREPARED UtWER SUPERVISION CF SCALE i 111\TE RIDGE ROAD SHEET 60 "'" DRAWN -JCHECKED AS SHO,N 1 IG 11-Ju 1-88 01 •OS ~M _ _I _3092-5402 I UM/TS OF GRADING AND P£RMtT -·-- / I 1170 001 1031,00 1062.00 L20 <( «:I" (0 . I-I U) ~---- 0 0 0 0 + ~ (0 ···--·---•-•¥· CONTRACTOR SHALL ADJUST THE SPRAY PATTERNS BY INSTALLING THE APPAO' PAI.ATE RAIN BIRD 'PC' SCREENS, PRIOR TO USING THE .ADJUSTING SCREW. ,, .. -- 1 /2. 0.. • . ' ' I ' 1'29□".oo 1_(?60.00 , 1·155.00 ,. ,-Q.70 0,20 0 00 1),:50 4 so 3.50 40.00 1.00 ,n_.:1,t r 5.00: ' ! r;i.e1·.s·4 /99.59 \ \ 2 ' I •✓ ' _.3-· I rl,c .. htrS-•_~on ·o-·t-\i g i !"!.ti;!! dr~"' i n\g ' DR, 19 06528) Sbe(1.t6t: , 0 0 ' 0 .,....-,.-.,...-----➔-...... =---~OR:'.'."A"."'.t."'."'.~G:-:E::, .• ~C-:O'.".".U".":t~::'TY::-----'""1I! ENVIRONMENTAL MANAGEMENT AGENCY 'f 1------------------4g "AS-BU!L T" IRRIGATION PLANS FOR RIDGE ROAD·· . ::, ,,_,_.,.. _____ ...,. ___ ..., ______ _ \ j I 11 I I I l I i ! \ / ' ' / ' ,, / I \ / I ' ' r ! / ' I / ; ' I / \ \ i I &:Jd<)DA/?y ,_ ·,' - 1 /,2 0 " \ ' r 0 0 0 0 • 0 0 + 0 \[) -0::: • 3 0 _l w 0) 1-- (J Lu '":I 0 ct: Q ::r: u 1-- " l: 0 0 co /'I') VISTA RIDGE ~ 40' .7 ROAD 0 0 • 0 0 + 0 LO • <( f- Cf) LLJ z -_j -,--"--u f- 5 ifrlg!ey, Irvl.ue, CA 92718 (714)830·-660! t'-- <.O 0 z I- l.Ll w I Cf) w w (/) StRP PLN NOTES THIS SHEET: 0 SIGNING AND STRIPING SHALL CONFORM TD LATEST CALTRI\NS TRAFFIC MANUAL, THESE PLANS. AND THE SPECIAL PROVISIONS. • SEE CALTRANS STANDARD PLANS 1120 [A-Cl AND 1\24 [A-DJ FOR STRIPING OETl\11..S, INCLUDING lNSTALLJ\TlDN OF RAISED PA\IE·- tlENT MARKERS (SEE SPEC I AL PROV 15 l ONSJ . PAINT STRIPING, LEGEND. OR ARROM AS NOTED. JNCLUDING INSTALLATION OF RAISED PAVEMENT MARKERS PER STRIPING DETAILS. DR. 19 (J6528) Sheet 66 Of 116 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUil T" TRAFFIC SIGNING i'. SHUPING PLAN STA.36•25.00-60•00.00 MARK DATE' DESCRir·r lON PREPARED UNDER 1--~-~------'---!SUPERVISION or ----------REl/l S ! ONS SHEET 66 DE:SlGNED M.S. SCALE i DATE D~G. NO. OF CHECKED I\.H. AS SHOUN 116 Jg)IJ 0 < 6 '~ $ ! 75+00 76+00 ---~·---·----·---. -·------------·-·------- Prepared By: tc _ J, CDC ENGINEERING INC. -, Civil Deaign ConsultanttJ 5 Wri8ley, !mn~, CA 027!8 (714)8ro-6atll NOTES THIS SHEET: © DESIGNED DRAWN ____ CHECKED 1 1/2 0 DR. 19 U6528) Sllt!et 67 Of 11 --6 1 .3 inches on original drawing 2 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC SIGNING AND STRIPING PLANS VISTA RiDGE ROAD STA. 60+00.00 -80+00.00 SCALE AS SHOWN DATE OWG NO 67 OF 116 2/11/<I CJ © © NOTES THIS SHEET: !!:e;.::,:e:; A!'~l) ~~:s ~ OO~a'O~.l ro lA"im ~'WJ'Sl$ mA.tr'IC t!A:'rut.l., 'ilt:iSZ FIJSS, f~:JJ 'illZ ~Z0'./\1. P~~O:G. !!Sr ~'ffil'l'S STM:~J> ~$ !'.2,0 (A-C) Al'~O A24 (A-D) Rl:? sm;:;;.:3 !lZl'A'l.S, D!CW!l:!G l~AUATI0:1 07 RA.~ PA~fi' t.!Ar~IEI~ (S:!E ~Fl!C!!'J. ~O'J'.S:O~S). PA!:ff srr::;:;)!G, 1£11:!l'!!I, (l;? Af',.'",,a;; I'S r~tl'IED. l)';CUJ!.l:'.'!G t'SAUA"llOZl 07 l'J'Z:::0 PAIJ';l!,'3!! !!M:.'{E'!,.., I"~ Si'rn?r.-!S DZTA!LS. r.STAU. t:!\'J S!~l ~;!) POST. t!~i POST ~. £! SQI.IM".£ l'i!i.;o~Ti:D S'I'!~ TU:Z 0 ~t..'l \'ill'H I:::"~ /¥.'/AV OOA,~ .. ncs Fa'! Sl'A":!l\'J) FI.A:'J 1417. DR. 19 (.165%8) Sheet 68 Od 116 2 l 4S o,;:U 3 inches on original drawing ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY TRAFFIC SIGNING AND STRIPING PLANS VISTA RIDGE ROAD STA. so+oo:oo -87+35.25 ' l STATION 39+00 -··----r--- 1 CU. EXC. I / ! I ' • i 207 14,565 / I 40,00 ! ' ! I I i / / ' , 365 / I / 4!,00 42+00 43+00 44+00 45+00 315 2,739 6,089 6,013 3)83 0 L 593 ' ., I I / I f I , I I k I 46+00 ST.4TIONI / I ' I I ! / ( I / ! I , I . ' NOTE: STORM· SHEE f r,UMSERS REFER TO l!lr1PROVEMENT PLANS. GRADiNG lfJSPECTOR TO 1NSPECT GRADING 'ONLY. DR. 19 116528) S!leet 72 Of 116 ' / , ' ' r--------=.,;.. __ ..;. ___ ;..._,.,.. __ ....S&'; 5 lfrigky, lrf..ne, CA 12716 0 I "' < 0 a 0 ... -.... -... --------~--------------------10 ORANGE COUNTY ;;, (714)830-6601 MARK DATE DESCRIPlOll REVIS:HJ1JS EtJI/ 1 RONMEtJT Al MANAGEMENT AGENCY ; i:----g------------------10 "AS-BUil T" EROSION CONTROL PLAN VISTA RIDGE ROAD STA.38+25.00-46+00.00 rREPARED utmER SVPERV l S !Oil Of -..Jl .a.11 e 0 i' Q t.. f 'e \ I / ! j / . ··-···" \ I ! I ' J ' \ ; I \ / ' ' i \ --·· ; \ \ i I ' / / / / \ CONSTRUCT SANDBAG VELOCJTY REDUCER PER Q.C.E.M.A. STD. !?LAN !328, 2 .RO\'/S DEEP'. / .. ••• 1 CONSTRUCT VEHICLE ACCESS RAMP PEfi O.C,EJ',1A sr;.' PLAN 1329, 3·BAGSHlGH. · •• J I ··• / CONSJRUGT DOUBLE ROW SANDBAG~. 2ElAGS HIGH./ / DR, 19 Sheet (16528) 73 Of 116 .n \ / \ I ; / /2 '· >"~--. .,•' ' • \ / Prepared By.7 ~JCDC ENGINEERING INC. ~ Civil Design Consultants 5 Wrigley, Irvine, CA 9271$ (7u)ozo-oao1 N "' C I ,.., < 0 "' 0 ' L..., ORANGE COUNTY ~ ENVIRONMENTAL MANAGEMENT AGENCY~ 1-----------....;_:;_ __ ;.;;;~.;.Jo "AS-BUil T" EROSION CONTROL PLAN VISTA R!DGE ROAD 0 0 0 + .,, .,. • < ,_ <? MARK' DATE DESCR!P!O!l PREPARED UNDER j-'C====:--::---:-===..:..::::...._--!SUPERV l S !ON OF REVlS!OllS SHEET 73 Of 116 f t.- \ I \ \ / ,, / I \ \ i ! \ \ i / / I ·-•"' '"·~--··•' "·~t, .,_Fi":}(1 1-;"c,,.~ 6£;:o!:'f; 1;,u1 llR, 19 (16528) 7'.0i 1.16 MARK DATE , OESCRIF!O!I REVlSIIJIIS I I I I ' I / / I I I I I / i / ' / / I, , I ' I I I I I f ' I ' \ \ \ ' ' I ' / \ ' \ I I I I ' / I I , / I ! I ' f / ' I i I / , I i ! I f , / ✓ \ \ ©RANGE COUNTY . / / I / I I \ / I I / ' I I \ AGENCY Et!VIRONMENTAl MANAGEMENT "AS-BUil T" EROSION CONTROL PLAN VISTA RIDGE SUPERV!SJ,0,l OF ROAD SHEET 74 OF fl'6 I • .,J a. ·---·· ,.,,-,• I I. I -·· ., ~---·"···---·· .,.,,,. / I / / / / ' • / / .. ,< ,-,,,,✓h"t:s £;'."?nJ',.,,1.,.vt..:S·. ! ; 'y / \ i / ,- / I f'" ,'"'I '\ I cy•r 'R.. i ! ('"' Ti. i I r~, ,, i ;,,_;!iJl, 71, 1 .,1 , .. 1· ,, .-!\v· • ,,.,r-,.,,,,-, ,-.,··-,.-,,¾,,,,,_,., / ·/ ·' /✓ ' @cot.~'TRIJ~T 51',N!;)eAG VEt.OCiTt'REDUCER PER . 0.C.EMA. STD. PLAN 1328,Z, ~OW$ O~Jf'. ' ' ,' ",', . ' ' " ,/ _, @c~NSTRuc:r VEHICLE. ACCESS, RAMP p_;:R 6.c.E:M.A, / . ~D. PLAN 1329, 3 BAGS Hl.GH. / ' I , . , • ,· .r· /·@coNST~ucT novetE ROW a~NiBA~s,iBAGS l:llliH. / I / i I I r / >•< •o,._.,._ ' . . • ·:; -: 19 she.e.t I ( 16528) JS Of li6 MARI( lll\TE OESC!UP!o:l f!EIH s I mis DESIGNED M.r: j Prepared By: I ' ' i -. ~ CDC ENGINEERING INC. i -~ Ci•~~n Design Consultants 5 Wrigley, 1rrtn.e, CA • m10 ). ! ORAtJGE 001.mrv MAfJAGEJlEtlT AGEIJCY "AS-BUiL T" EROSION COI\ITR'OL Pl.AN VISTA RIDGE ROAD STA 69+00.00-Sl•OO.OO Pl,ZPt.fiE!l v:iozH SUPE~V!Sl011 CF ----------1 SHEET 75 OF SCM.E r 116 • .... "" I ' IQ ,-l&!:: f C, / I I . ! ! I / I I, j : I I ,, / / / I I / / L lAA•/7:!£; CF''/ '9"~~4C'.'.::'i ';-+J.0/·'" --·· i ,, I ./ // ' / ,/ I / I i • ! / i / / I I . I I J ! I . . / r \ I \ I, I \ \ \, ! . / / I .. \ ·•, "" ., . ',,, ·. rfr;:,1~·.\1:~!'.,)i".."}\lt"t.;' i"f) ,1~q:;-",1~.£.• "', r:.~'';" ::,.-"hR. '1~idt~~1J; 11,--ri:~t) .n_t,:At.\ . .'.: ·P:Lr:/iS,~'' ~.'~i~t~. ib (➔:,E~;;~~cHNiCAl. ~;wi+;3~P~110~~ . .'f'OH ~ocATJONS t~ND\ 0''11}!.:£.R PtJ{T!Nt:NT 01:,:r~4::·- p \ .. CONSTRUCT SANP~AG VEl,.OCIT'( REDUCER PER o.c.E:M.1\ !3TD .. l"LAt~ 1328, 2 ROWS DEEP. • • • • • . . ' . \ (;QNSTRUCT VEHICLE ACCESS .RAMP f'E~ O,C,E::r,1l;f<'.. STD. PLAN 1329, 3 BAGS HIGH, • •.. \ \ , •. 1 -.', •• < ' • \ CONSTRUCT. DOUBLE SANDBAGS, 2 BAGS+ilGH.' •, ·. ~-. 'i \' -ct, 19 (16528) 80 Of 116 .. \ \ •, \ / / / h\Jl \ ' \ \ i ! . \ N ri----... ---.... ___ ...,. ___________ ..... _,'IJ,o, S Wrigl~y, l.'"Vlne, CA 92718 (7l4)e30-6801 a ! ,.., < a 0 ' 0 l"'""...,..-,-,---..;..--}--;....---:0::R:-:A"'.".JJ:':G':E""':'CO::U:::~::JT:::Y;-----,i "' ENVIRONMENTAL MANAGEMENT AGENCY, F;;;.;.,;;.;.;;.;;;.;;;.;..;=,;.;,,;.;:.....;.;.;..;_;.;... _____ --U8 "AS-BUil T" EROSION CONTROL PLAN ~ar~~ 0 "' ➔• I') "' < ... rn • ,r ..,J ::, STA. 81+00.00-87 •27.37 :a: 1.i---l-:--'-,--l-:---:-:===::-::---+op;;R,;E?,JA'5R?irnoTuii111liioE'>R>--------,---1;::s;:;H;::EEn1"il '.'1 _,H_A.R __ K~O_A_T_E"'=°==D-::E-::Sc:C:::R:cl_PT_l_O_N __ _,s1JfERVIS!O!l OF-----~--~-: 80 a'. llEl/iSI!UlS DES l Gl!ED le' T SCALE ! DIHE -D\!G. rm. OF DRAWN D W. CHECKED....!Jl AS SHOW!( .' 8\89 116 -~g!£)0 .. 011__ ~r: -~-~--~~ _01~ -~~ OVERSl4E MATERIALS MAY BE PLACED IN ACCORDANCE WITH GEOTECHNICAL REPORTS AND SPECIFICATIONS IN ALL FILL AREAS AS FOLLOWS : . 1N FILLS WITHIN RIGHT OF WAY AT A DEPTH OF GREATER THAN 15 FEET BELOW FINISHED GRADE IN OTHER FILL AREAS AT A DEPTH OF GREATER THAN lO FEET BELOW FINAL FINISHED GRADE. \15 FT. MINIMUM WITHIN RIGHT OF WAY AND Jl:O FT, MINIMUM WITHIN OTHER AREAS OR WITHIN / (!)EEPEST UTILITY OR UNDERGROUND CONSTRUCTION I \,_ <"!'ft· Flnish G.rM• --..._ ,,,t,r, .d};\:::s:;;; .. ,:_~·~-~:~~-.--.:.· _,,,::~ .. , ... --·-~·~~~;i;~ . -.,.~_,n1n1rr.uo .,,.,._..,,?~-:e;tr .,~~':'.' J Ft. Max. Slotie Face I Oversize Layer Re~ular Fill, tree of OveMtxe RoCKs, Should be Comoactea to 90 Pen::ent Relative Co~~&ct1or. \ \ranuiair. Soil O.ansH~etl oy Ffooding •• to Fil 1 Voids 1, Rock layers may M used only if the o·,er:il1 quantity e.xcee:as the capacity of wfooro~s. tc be aetermlned by the geotecnnica1 co~sultant. "'· 011en1te rOCi.1 are defined a~ rocks rn excess of ll incncs but less than 3 feet rn maximum size :. Ove:--s1w ~oci::s snould be clacea 11'1 layi,n-1 in 3 fact :mudmum hr:nght, 4, Grarn.dar soi 1 should be pushed over rocks and fiooaeo to fill voids. Gran:.ilar ~oll stiaH mean any soil wnich has a Unified Seti C1ass1fication System (UBC29~l i desianation of SM, S?, SW, ~Gi-1, GP, or GW with SE:;; 20. 5. Ail fill. over rocx layers :s!'!Ou1d 'be comoa~ted to 90 perc~r.t r~lative compaction and should be free of oversiz~ rocks. 6.' ~ubdrarns and/er IJUtlets may te necessary fo:- cacn rack layer or-specla1 design tc pennit orarna9e~ tc be aetermtneo by tt:e g{:Otechnical er.yrneer. 7 Rcct r~kes or other $Uitatle medn! may oe-required r,o cr.:rit:.ro l reek pl acen<.t!itt. ROCK LAYER DETAIL lJ I I I I 1-- 1 l I I l ALLUVILJM A.i!uvium •-· AND TOPSOIL (N.T.S.) FILL SLOPE REMOVAL Existing Profile DETAIL * CN~ F:lE co~.J\/t~T[D 10 f'.°iLL S! .. OFC WITH /\ MlhU/Uk~ 2 FT. o::-cr-· AHO FILL OVER CUT SLOPE .NQ.TE; SU8DRAl,\J AND/Oi\ ·Gf_~S,'ITER Dt:PTH f\HD/OR wrt:T:-l o.:--LCWEST D["i'KH (KEY) M.AY 8[ RECOMr/.[NDED BY THt -.Cr'.OTEC'HNICAL CC,NSULlANT 3fa.SED Ot-l ACTUAL. r"!~~L) CONC:TIONS ENCOUNT,~=RED Dur-~iNG GRJ,DJ/'-JG. PROFILE ALONG V~NDROW OVERSIZES CAN BE PLACED fiitt~fL ON A COMPACTED FILL SURFACE QR, !N A TRENCH DUG INTO COMPACTED FILL /iND THEN SURROUNDED WITH GRANULAR SOIL WHtCH SHOULD BE DENSIFiED SY FLOODING. (GPsANULAR SOIL SHALL ME.AN f!..NY. SOIL WH_ICH HAS A UN1fiED SOIL COMPACTiON SYSTEM [UBC29-l] DESIGNATION Of SM, SP, SW, GM, GP, OR GW WITH SE ;, 20). ROCK DISPOSAL DETAIL (N, T.S.) SU8DRAIN ,A;,,L,,..,Tc,E,,,_R;;N:.,~A:,,,T,;E~.cA:,,.,.: PERFORATED P:PE SURROUNDED WITH P[RME/•.8'...E 'M/1.TERiAL ,. DETAIL OF CANYON SUBDRAIN TERMINUS < I I 11 I l i ~ i<U DEPTH -r DETAIL 8-B T -CONNECTION NOTES. "'/,CTlJ/iL 0:1.11:NS:O~IS or FILL B~ANKET, Sf.CK (UT. !\FY W'0iH, KC! DEViH, /\.NO SUBDR/\IN IAAY .Bf CI-/A~:Gl:D AND ADDiT·O•iAI. l<E .. Y HE1:L SWBOPJ,iN, PLPl!KET DRAIN. OR YERTiC/,L rJF~kl~J IJ.AY·8[ r,c:cowi1EnDrn U'{ HI[ Ct:OTCCli:'-iiCAL co•~SU!.TANT 6A$Cl) ON ,°"!ELD CCNDiT10.'-!~I SPECIF:CJ-JtONS F'OR CALTRN!S CLAS::-2 l'"ERMEABLf: MATERfAI_ ALTERNATE A PfRFORI\Tl::D Pf'l SURf'.'UUND!:]; WiTH /'ERMEABLE 1'1Ai'f.R1t,, ., sw=i;::Rc11r, !i\lS'l/'l!.i_AT!(Y< SU81,1f.:,,1r,.; Pl(·'f. U.S. STANDAR~ "31"VE SIZ_( ra1.CQ!.LEA:i2~J.; 31-Jt\L~ t.ll ltlST/,l.LED I'~ TH Prnf ORATIONS fJOWN Oi< A 1" LOCA !IONS [ffSICNA,T[U ff{ 'fHE GE'.OTECr1NICAL CON'SULTAt,J~. ZhALi.,, rn::. ;,1C~PU<f",:JRA ][.l) fl?l:: " $1.'BDRAIN TrPE: -$USJRAlf': TY!"E SHN . .L 2[ ASTM C2'08 t.SBE.'.il'.J'.i CCMH·H Pir~F. {AC)·') ·OP. ,,s·rt.1 02751 SDR -J.5 OR A<;TM Dl5:t7, SCHEDu:s 40 ACR'i'L.OM'fRIX tJUi.",;)l[r{[ ~'.lYRrn~. (/i.3S) ()'( ASIM 03034 S[TR .::'5 Oct ASTM 01785, SCriED\JL.F '10 '-'Ol.YVl'\YL (;f-'1.0R,DE PLAS!lC (PVC) Pl?f (),'\ Al"i-'f'<OVLU ECU!VALE.NT. ,. .3/4" 311'.\" N6 4 NC, 8 NC. SJ NJ SG N0. 200 100 90-100 40-100 :;;.:)-.::iJ 18<,3 ::-15 0-7 0-3 ALTERNATE' CCFN< (,RAVEL Wrl;APr':J) JN •·1i..TER F"/B~IC B SLOPE-BUTTRESS QR REPLACEMENT FILL DETAIL (N.T.S.) CVEr<BUROF.N OR i.JNSUiTABLL NOF: SU8DRAIN AND/OR 1.'.;RfJ\TER DEPTH Ahib/OR Wl'.JTH PECUMfliENDElJ E::lY Ti-i~ GE:(JrECHNic:td_ CO.'-i5ULT!,t,n EXPOSED DtJR1r,1G Gi1.AD;NG CUT PAD '·-P,~0 OVERF.'XC:AVATiON AND RE- CO\~PACTiOr\1 MAY BE RECOW,.1END[D BY TH[ Gl:l' '.I:-'.:'HN!C,\t ~01,JSiJL: t-\i- tJASt' Dor~ t,ClUAL F!ELD CONDiflO:~;_) EN(,~)vNTD->:ED BL OF LOWEST t~t:NC.:H (KCY) t,1AY GE BASED ON SU8SURFACt-: CONO!TIONS SIDE HILL FILL KEY DETAIL r !Fri ~=-=="""'==~~==~=(=.N=.=T.=S=.)= .. , .. = .. .,,'. .. ====~~=====•<==!11 1 1 /2 0 ~---·:;..::.,.:p=--i ~ 3 inches on orlgino! DR,19 Sheet 2 •7 drawing (16528) 82 Of 116 ORANGE COUNTY ENViRONMENTAL MANAGEMENT AGENCY "AS0 BUIL T" DETAILS SHEET ea OF. 116 . . r;,i=ll ============================•=-=r-=-·=-===;;====;;======•===---=============================== j I r I I 11 I n 2 BARS 4 CIRCULAR 8 12 LONGITUDINAL AS SHOWN OR EQUIVALENT WIR:L--~ 3/4.'RAD. LJ I L~l/4" DRAINAGE NOTCH SECTION A-A r-T + 3" l (TYPJ T T A NOTES: L INSTALl. ENERGY DISSIPATOR RINGS PER DETAIL HEREON, 2. CONCRETE RINGS SHALL SE OF CLASS 520--A-5000 CONCRETE 3. CONSTRUCT PRECAST CONCRETI> PIPE PER SECTION 207-2 OF THE STANDARD SPECIFICATIONS FOR PUEILJC WORKS CONSTRUCTION, 4. THE RiNGS SHALL BE PRECAST WITH STANDARD TONGUE AND GROOVE AS SHOWN ON THE DETAIL DR.AWING HEREON. 5. DRAINAGE NOTCH OF f'RECAST SECTIONS SHALL BE PLACED ON THE , P!PE INVERT AND CENTERED ON THE PIPE CENTER LINE. 6. REINFORCING STEEL SHALL HAVE THE SAME CONCRETE !;OVER REO'T AS THE ADJOINING PIPE SECTIONS. 7. ADDITIONAL REINFORCING STEEL MAY SE USED TO MEET STRENGTH REO'TS PER NOTE 8. ,. a·. MINIMUM STRENGTH FOR THE PRECAST PiPE SECTION SHALL BE EOUIVALENl TO ADJOINING CONCRETE PIPE SHOWN ON THE GENERAL PLAN. 9. ALL JOINTS SHALL BE SEALED WITH PLASTIC CEMENT PER ASTM 0-2822 !HENRY'S PLASTIC CEMENT ~ 208 OR APPROVED EQUAL) l / RATE _·· C,S.P. RISER PER O.C.E,M.A. DETAIL 1327 USE SAND BAGS TO ANCHOR --· RISER, PLUG GAP INTO STORM DRA!N ---·_§q1f~ . '-EXIST. W!NG WALL 11 I I j eMei?bi=t,.,JCy'Oav,,.Jf-...1-_ ~A1:--.! SP'!LL.WAY---' II) 6' ciALVA.t•l\Zl2D "1/"f:.-:=. ::'=::J OJ-·H4,~\lct4 --NV ... __ -- ID' \. '11-?APEZ.0104-L.. C~NWl=L 0 L-PC.r:2_ c;,e-rA:1.-, H,.GHT. G, 0 ,b,,.5 '. ....._TYPE' ::17 f'f!ISE!R !".EK C>,C.€.MA. S,o. PI--AN NO, I 305 ·< I 5TO!'Brv1. DRA/i-./j Pr:?OF!t...E. eee .'SI-IT ff CUiOFF WALL /RIP-RAP,. FLON LINE/ D50 = 15 ..-:-· WT. ~ 200 .,;\IF' · .. OQ~&6&IB'~< •·~ • - -;,'b-1 ~ <5-;(Stl • " . 'o ~ -.:, ' TEXTILE FILTER FABRIC PER O.C.E.M.A. STD. l808 ALTERNATIVE I SECTION A-A I rGEOTEXTILE FILTER r--RIP-RAP / FABRIC PER 0.C,E.M.A. / ST0.1808 OR PER PLAN O' ol 0 ,::;. ~'.: ci A,C, PAVING ON SELECT BASE -SEE PAVING PLA.N FOR THICKNESS 2x3 RWD STAKES @ 2"-G11 O,C. M/,,X . . ..:.z..: / / / ,-2 x RWD. HOR. / CONTINUOUS / /~(2)15d GALV. NAILS ;' / PER STAKE / / ,/ / . SIZE OF HEADER / EQUAL TO THICKNESS .-',--¢i,,,,r=cr=nw PAVING & BASE ., "' • COMBINE.'.:) -- f0~---1=2_'_T~E~RRACE V (NT s) • • ' DRAIN pi;.R o. C. '<: ,'t'\, A , s,c. ?\.Al-I ~D • \"3,,!..\ ~ ,,0 ,,2B) "l 9 \ ~ DK, • ' l l 6 ' ,, ., 0 f .ERING INC. e;.neet. ;J Consu.ltctnts 1 1/2 0 1 n {714)830-6801 L . f. ___ s::; L._ "'.":)., . ..-~---~, ... ···-··•·· .. ·---- 3 inches on original d;·awi,·,g 11 ' ORANGE COUNTY I . ! ENVIRONMENTAL MANACC:MENT I ii I "AS-BUILT" ' I ! DETAILS I I • I ' I I MARh: DATE DES:.:21i:-··110N I P~:PAREi"; UNDf}; SUPERViSION OF ... -.... ~.----· REVlSIONS . SCALE i DATE ' OWG. N'.). DES/GfJf:.l .. --·······-·-.. ... ---- il Df.)1~WN c:r. I"'' ·i:-o;;ro --l AS SHOW1'd MA.Y 1 9881 ~1 (If~ ,.,H_, -IL,._. ; \ ~ " I I I - I I I I ' AGENCY! ···7 I I I l I SHEET I 83 I I ~ 6 i II I ' L._ 4·• f,..AIN. L TRC:'-..:CH BOTTCH J::LQIES_: sn: Gl?ADrnG 'PLANS FOR -----·---Ri°P.R°AP-D!MENSIDNS ....--t---Bf:-.C-OINC "ff r)ER S.P, 1319 -T SL.URf~Y .. .POUR_ } __ SEE NOTE 4 s1_ URRY POUR 2 rRnJCH !V,ETHOD 1. SLURR'{ SHALL crnv1PLY W1TH CLASS 100 t: 10(1 TRENCH 8AC'l<flLL. SLURR-{ STANDARD SPtC:F-1C,l\1"·10r,JS fOR PtJBUC WORKS CU:>!STr\UCrtOI\I !98~, EDITIOl·,i OR LATER SUPPLEMENT OR EDITION. 2 SLURRY. P.,hJD OTHFR 8/\Ch:FiU. PLJ\Ci;~:IENT '.S!-iAL.L OE BROUGHT t.JP F.:i::.)Ufd ':' Oi~ f30TI·! SIDES, 3 BACKFILL COHPACTI0r,...! SHA: .I DiSTORT TH[ PIP[, "' "" "' w. ~! :s: 5 n "' "' ii a. if ' w " <t o'. '" 1'1 ~I "' "'i ~· ~· "'i I i ,. ' ' ! WEAR lliSSl?I\TOH !!IMENS:Oli5 a, * ij b * l C 1c \"J !l ¥· t f * t' ¥ SEE PLAN SECTION :r .. ~- * * * ' B-B "" 4000 i.JSl APH. /CAl K-'l{l CONE DETAIL N.T.S. 3. PROTECi 1\/t~ COP,TIN:::;.S; (A) D~TCRi8,~ COA!lhJG. -THE EXTERIOR 0~ THI: PIPt: fl.:~{/ 8" RISr:RS Sl-!Al..L _8E CGATE:.-8 WirH A 50 Mil. rHICK /\SPHAU MASTiC (CO.I\L 'i\i\' [FOXY) PCf~ AASHTO M ?43-S'! BY THC: -1\}/'.NUFA'.:'.TGRER PR\OR TO SHIPMEf'-tf. (8) 11\lSTALL.tJiON ·OF UFT:NG LUGS A~-Jf; ~"'._:TEEL. Fir:--i~JF"""ORCM[NT SHAU GE 1\CCOtl.PUSHt;) PRIOR TO APPUC'\TiOI·~ or-COATi!'!G M,\TEf~IAL 4. CONCRETE l~N[RT' SHALL. SE INST.1\L.LCD /1-.FT[R [0 1.APt[T:,Ji\i Ci?" F3ACKF!LL OPERAflON. PIPE AND INVERT PAVING DETAIL TOP Or=" 1NALL #4 @ 18" • □en H V1JA'~S SECTION c-c EXJSTING GROUND:; ! DETAIL F DETAIL ··-#4@ 18'' aorH WAYS G 7 SYM~.-![TF?IC;\L A80Uf ,------114"" 10" toNrmuous FROM FRONi FACE OF BAFfLE WALL N.T.S, Pl.A1!'~ E\J!) ~ ' LAPS E301TOM H/\i_F SEE Ci~l!\..IL HEPEC•I\! ELEVATION ltT.S. H[I\OWA:...L SH/I.LL 8l MOr<;OU1HIC. l.AP ALL BARS AT COt-n~ERS 30 lJJA1vH:.H:.k:S 1r NU! CUNi!NiJUUS. PLAN REINFORCING DETAIL ELEVATION NOTES: 1. HE.ADVJALL SHA!J BE CCNSTRUCTE.'.D OF ,.-:: ... ASS A CONC>-{[TE, SECTION A-A 2. REll>;FORCING STl::EL SHALL BE ~-IC)_ 4 8Al~S f"'CR "Vt UP TO 60'', A80'/E "V/'~60" NO, :;. O!iRS SH!~J I. GE: USl:J;, i' Mif•l. CLEAR/>.NCF:, .30 DiAt"K!ER lAP, ALL ST[fL DIMFI\JSIONS 3, ,\0,);\CENT Sl.f)PES sc1A1_ L B:: 1 ~ 1 /2. TO OR FlJ\TTCR. t1 MUl .. ~WL.F PiPE:5 TO F.ff SU WITH U)hiG-- iTUDl~t..L crr~·;ERS: 1 -2/J Dli\~M:".TE.RS AP/\RT. .S. ALL EXPOSL:·u, COPNf.F~S TO BE' POUt,;C:i:D 3/4" r\/.1.DlUS . 6. ••11./' SHAU_ nr;: l>iCR:i:fSED WHEN !,•;ULTIPLE PiPES OR PIPi~S Of\J S!'J?W ,\RE USH)_ PIPE DW/i. 24" 30" 3G'' 42'' flA;( 5,f' &,o" 18" b:I" I L 4'-g" 5, ,::" -,, 6'-0" 6'-· 7" 7'-3" 1'~!o" .q-'-o" 4-0 1' 91-3u E C' 'N ' 2'~8" 4'-\"/" 2·-0· 3'-0" , ' ~" ·t ·-t, :r .. cp 3'-4" ::.·~()" --:;~ ..'.l -·,,, 3• ... ff' "°, ~· ·' -··(, 4'-0" 4 , ,...,,, -v G'-o" ,11-11r 4'-4" Co , -tJ:> ,., 5'--4" o'-o"· ;'-@" e/-o" 2:-4'' 3'-G" 2t-(t 5'-1" 1'-9" b-1'' Prepared By: DfL 19 (.16.'528) '" r,~ ~Pv~l ~~~~E~~~~~lt~~~~ 5 Wrigley, L."'V'.ne, CA 92718 (7H)a30-6801 OATE ,)flt~E't 8.5 Of 116 3 inches 2 I on original dr·owing ORANGE COUNTY Et,V!RONMENTAL MANAGEMEMT AGENCY "AS-BUil T" DETAILS I J I I I I I ll I I i • ' I / I I I ® I I I SCALE. ' I" " 100' I / I l ----~--------- ,..,! ii i ... SHT.96 l ' ' ! I I I 1 / / ; j I I / ✓ 15! ~ '9- ;po.0o 4' I I I I I ' ' I I ' I I I ' I I I 1 I i I I I l I I 'I 'I (16528) r-:::=S~Y,--:-ee-=t-86-_O_f _1_1&---11 Prepared Bv: ___j DIL 19 ~J CDC ENGINEERING INC !.-'--1 Crv1l Dcsigr· C h (111)8~~0-0801 5 Wnglcy, Irvine, CA 9Z7!6 .,, on~uH.ants~' GRADING PLANS LIMITS OF PERMIT PLANS FOR VISTA RIDGE ROAD "AS-BUil T" L G ~ t: ~ r I l 0 s:t / I I / I / ( \ \ \ \ \ ' ""' I --- I" "100· SHT.87 MATCH LINE SEE SHEET NO. 86 STA.73+30 \ -' ' . / , ' I ' I ' , I ' ! I l I ! I I ; l l ! 11 i i I I r--;P:,:e-:p-a-re-a~:-B-}-,,---:-----------_J: ~ CDC ENGINEERIN(' INCi 1 ~ C1v1l D i u ~ • • es gn Con l 5 Wrigley. l,;ine, CA 92'/lS -su tents i r __ ...:..;;~;~=;:~~~~-_::(7~14!:)e:so'.:-:'.:"e~-o:i __ J 1• GRADiNG PLANS I LIMITS OF PER MlT PLANS FOR "AS-,BUIL T" VISTA RIDGE :fflflflE-F~K DATE: ROAD SHT. 87 .OF 116 [ a f ~ ] PANEL BUS RAT[NG I~ AMPS ll --12 " TOTAL CONNEC1EO VA M LCl f! 1251/. " TOTAL OTHER lOAC • PANEL LOAD • I f-------------------··----------1 FEEDER AMPS • I 'fi.12-V-. ~~ol,c!c{l. •= 1 t--~ = 2 I = "::>PA.r-E.~----1 i 100 3 +--4> '\JI' 4 ~ !, .y 100 5 :~===~ 1---f-cs+-jf--+-1--=-=-+----+ ,,,_,_.'""'"~"""""'e"'·'-----1 ,__-'::lf"""'-'lec-7 l---+-cB;,+-+-+-+--+.:::---+-~1--------l , -9 --+-10 w--11 .::t=-l-_+'1cc2+--+-1--1,-==-1---1--+-·-----1 .L..----·----·-----"'0A'-~-, 0B • "<!,,""7 0 @ © ® TYPICAL FOR l?ANELS 1tM?L •t, STUB (3) 3/4" C.O. OUT 5 1 -0i' FROM PEDES'l'AL INTO✓• LANDSCAPE AREA. CA!' A.'10 ~LlffiK FOR ~UT!JRE USE, • SINGLE LINE DIAGRAM. SCALE A NONE 1 • • MlilE• -·· --. MEIER PEDESTAL SIIALL D( P[R SINGLE LINE DII\GRIIH, !H NEMA JR HEAVY DUTY ENCLOSURE. CONIRACHJR Sll,,ll SUDl-11! S!lflP lJR1iVINGS TO ilESPONS!nl( INUlV!DUAI. Al S[RV!M!j Ulll!TY 11Ji< li!'f'RIJVAL PRIUR Ill r t,DRICf,! !UN. MElER SUGKEL---:-1>@ (:----~. 111\!N S\IITCII SECTl[]N. a:>- LUGS i\5 REQUlR[D. " ;~('.---Pt,Nfl /IS !NU!CA TED. '\ U[PS §:" =· ( ------S[[Tl[IM FOR Cl!NIRUL DEVICES. flN!SllED &R1\DL7 . ',JV -~--11i/2"C.,lliGCr11c([SSWl[ GRUUNU 3" MIM:,l,,. _ ~ f·--'-=--~'[i'-'-·-,=,. ../, CltlHI'. • 1111= C!JNDUlf ONLY __ 111 111' I• I If i =11111)" "' .(jRfJUN[J V[ll \l!fll DUT TO U!IUTY P.DC.. ~I_ ..L :..::::..:lt-:._I . PARK\lt,Y (!!VER. . VERffY (X-ACT lOC/\,5 ;r:J.. ~ -5/0" X 10' DRIVEN GROUND TION PR!□R HJ mu. • • '\ RUD. MIN. 25 OHMS. /\DD RllDS CONCRETE 81\SE PER 1 • \ AS R[Q'O., 16' SEPAR1\T!Ofl; SlRUCTURAl [NGJN[ERJBR/INCII cmcun crnrnrnrs. \ M.~x. ur 3 RODS. , SEE Pl.ilNS f!lfl CDN!lNU/\!iWl. • I . I I L ifvlETER PEDESTAL ELEVA Tt'ON SCALE' B ·_......_ ___ ......,. _______________ ~_...J,..;.Nc..;Oc..:.N..;.;E;;;.J. ___ _, \ . -· ----~-_ .. ,. I; ' •PARTIAL ELECTRICAL SITE. PLAN 1 I ' I _. L, .,~.• -..... ,•,.-.. _,. -• 0 i fill --3 svrv1BOL LIST --., " METER PEDESTAL WITH INTEGRAL PA..~EtBC.A.?.D, SEE DE'!'AIL "Bh, SH!-:E't' E-! , JUNCTION BOX W!TH CONNEC'.f:t:ON TO .. EQUIPMEN~ AS nm!CA':'ED. CONDUIT f!.OUTEO -'BELO¼ GR~DE, 3/4 11 M!N!MUl>! NUMBER OF CONiit:CTCRS },S INDICATED. CONDUIT ONt.'l STUB-OUT1 3/4 11 Mil:Ul-rJM OR AS NOTED. CAP WITH RtGID STEEL CAP. PROVIDE -F"J!UHSH, INSTALL ANO c.::NNECT CCMPL:STE C. c.o. -HI •:LJ MPEl"l,S~ CONDUIT CONDUIT QNLY PLAN NOTE CALL-OUT, SEE RESPECTiv1::! P.Llvf NOTE ( I . E. 2} ON ELECTR:C CAL SI-l~ET, WEATP.:::RPROOF (NE1".J\ 3R !1WIMtTI1) HOHE?UN TO PiUl'E:1 11MPB11, NUMBERS INDICATE CIRC'JITS DI PANEL "MPA11 ' li.'\SH MARKS rm,:rCATE Q.UJ...NT!TY OF :#12 CONDUC'IORS, OR AS NOTED. A!'F~7.XIMATE LOCATIOll OF METER PEDESTAL, PROVIDE ( l ),~, 2 11 C. 0. TO UT!L!'l''2 POINT OF CONN!::CT!ON" VERIFY r~oCA.!'!ON AND REQUIREMENTS WITH UTILITY COl1St1LTANT" • • CONNECT WP JUNCTION BOX TO IRR!GAT!ON CONTROLLER V!:R1'.FY LOCATION AND REQUIREMENTS WITH IRRI-GATION Pu.NS. 1111 X 17 11 X 121f PULLBOX WITH ?AR.XWAY COVER Y'..A!U<ED 11E:t.ECT~11 PROVIDE 6u M.INUiUM"FE:A GPJ\VEL IN BOTTOM Cl-' PUU.BOX~ST"JS 3/4" C.O. 5.;-..,,on .FROM PL"LLBOX* PROVIDE 211 c.o~ SCHEDO!Z ao-PVC SLEEVE MI!fIIf"iJM J61f BELOW GRADE FOR Al~ CONDUITS CROSSING STREETo • © J/4H C~ r ;;? #10 lu"ID 1 "/¥10 GROf.tHD. G) 1/4 11 C •. , 3 #:10 ANO 1 #10 GRO'CNO~ . 0 R£;~R TO SHE'.ET :€=6 FOR CONTINUATION~ '. . . CONTACT: VAN POSS .. JOB ,,;'b 11-859 SCALE l ; I I ! I ! l- 3. 7. •• 9. 10. 13. 14. !.6 • 17. 18. 19,; n. 22, 25. :GENERAL NOTES VERIFY EXISTING SITE CONDITIONS, SERVICE REQUiaEMENTS LOCA'.X'IONS OF SERVICE FAC:CL1'!'IES BE:FOR:S SUBM!TTING BID. OF BID INDICATES ·coHTRACTOR IS COGNIZANT OF dLL CON0!TIONS AND WORK TO Bf PERFORMED. AHO EXACT SUBMITTAL JOB S!T:E: THESE DRAW!NGS ARE DIAGirnMMAT!C ONLY. FOt:t.QW A.S CLOSBL'l AS POSSIBLE AND REFER TO L.A.NDSCA!:}E AND CIVIL DRAWINGS FOR DETAILS, STRUCTURAL DETAILS, :::x.~CT E:QU!Pt1J£NT AND OUT!.ET LCCA·rIONS. ALL EXTERIOR EQU!PHtNT SHALL BE WEA'I'HER?ROOF. ALL r~OC!\T!ONS fOGGH-Tif. OF EVERY OUTLET SHAr,r.. BE VEBP:'TEP' PRTQR ..1Q. !AC;i CONDUCTOR OP EVERY SY.STEM SHALL 9~ P!:RM.1\.NENTLY TAGGED IN C'OM:?LIAJ{CE WITH OSHA. P,V.C. CONDfJI'l', WITH CODE S!Z:CD GROUND, SHI.LL BE USED UNDERGROUND ON!,'£, IF .\P?ROVED BY LCCAL CCDE. IN"S'I'Atr.. PER LOCA:. cam: REQUIREMEZ!'l'S. CGNDUI'.c' RIS'SRS ANO STOSS A30Vl': GR.\DE SHALL DE I.t-!.C. WITH HAl.F~I.J.l.PFED l'APE COVER OR PVC COATING. CON-:::'RACTOR SHALZ.. PROVIDE ALL LA.SOR, !1ll!!'E:Ritl.tS, !NStiRA?fCE, :EQUIPMENT, !NSTA.t:U..T!ON, CONSTRUCTION TOOLS, '!'RA..NSI'ORTATION, E'.t'C. FOR COMPLETE AHO ·OP.E:Rl,TING ELZCTR:CAt SYSTEM. .'.:\rJ:, MA'!'ERIA.t.S BEALL BE NEW, AND OF THE SAHE MANUFACTURER FCR EACH CLASS OR GROUP OF EQUIPMENT. M..\'!'ERI1:i,LS SHALL :SE LIS'L'EO ANO APPROVED BY 1JNDERWrt!TER' S LABORATORIES I AND SHALI., BEAR TH:S ::i:NSPECTION LABEL WH:SRE SUBJECT 1'0 SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFE'E'l, A:.'-JD ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS Sl:'.AL!. BE MANUFACTT;RED IN ."'.CCOR!::<1'.NCE WITH P.:PPLICABLE STA.NDJl..RDS ES'TABLISHED BY .il..N ,S. Io I U. L,, N, £.M.A. ANO N .B. F. U. . ".J:'.!lSTALL ?ER !,WfUFP.CTURER' S RECot~E:NDATIONS. ALL CONDU!'!'S SHALL BE INSTALLED CONCEALED WHERE PHYS!CALt/i POSSIBLE. ALL EXPOSED CONOt.i!'l' SHALL BE n;T:E:RMEDlAT! :11:ETAL CONDUIT OR E.M,T. AND INSTALLED PARALLEL TO OR AT RIGHT ANGLES W!TH THE Btr!LOING WALLS. !F VIEWED B't '.NiE PUBt!C, PAINT TO MA'l'CH SURFACE TO WHICH lT !S ATTACHED. CONTRACTOR SHALL CARRY OUT HIS WORK IN ACCORDANCE WITH: ALL GOVER.'HNG STATE I COUNTY, LOCA!. CODES AHD THE PRESENT:.·:; ADOl?TE:O NATIONAL ELECTRICAL CODE (U.E,C.). THE CO~PLE'.t'£ ELECTRICAL SYSTEM SHALL BE GRO!!NDED IN ACCCRDA..'lCE WITH THE PRESENTLY 11.DO?TED EO!T:CON OF THE: ?LE,C'., A_f{T!C!Z #-2:50. EL'.ECTRI,C.l\L CONTRACTOR SHALL SEC'URE ALL NEC£SSAR'i BU!tO!NG PER..'1I'I'S, U'l'ILIT'I CHARGES AND PAY FOR $!..ME. C'OCl:WINAT!:: AND PAY FOR ALL TEMPOR,\F.'l ELECTRICAL SERVICE CHARGES WI'l'H THl:: SUILD!NG DEPARTMENT, SERV!:t-fG UTXLI'l'Y ANO OWNER, COOROINATE TEMPORARY CONSTRtJCT!ON RSQ?'IREf~ENTS WrtH ALL ':WADES PRIOR TO cGN.s·::rnrJC'l':tON • COMPLETE JOB SHALL BE GUARANTEED FOR A PERIOD OF ONE {1) Y.tAR AFTER DATE OF FIN.\I, l\CC::!PTANCE BY THE CWNER. ANY-woru:<, ¥J'\.'l'.ERIAL OR EQUIPMENT FOUND TO :9E FAUL''t''L DURING 'l'HAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRI'f':'E:N N0'!.'1F!CA1'ION I AT THE EXPENSE CF' THE CONTRACTOR. CONDUCTORS SF.ALL BE COOE GRADE, 600 VOLT Cl'....\SS, COPPER, M...l\.RXED 24'1 AI.ONG ITS tE:NGTH SHOWING MANUFACTURER'S NA..'1:E, MAX!Mlll1 ALLOWABLE VOLTAGE AND S!ZE. CONOtJCTORS SF.ALL BE TYPE 11·!'HWNt1 {WET) • OELIV'ER 'Xl!E WIRE TO THE Sl'.t'E IN UNBP.OKEN PACKAGES. }._l:,l, CONDUIT ONL"i (C.0,j SHA!.L HAVE A PULL WI:aE CR ROPE. USE ONLY C:JMl?£TtNT ANO Sl<!LLZD PERSONNEL AND PERFOIL'1 ALL WORK, nic:.UDING AES1'HET!C. AS,. WELL' AS ELECTRICAL A;.'<l'1} MECHAN!CAL AS?!:CTS TO STANDARDS CONS!STENT•'W:CTH TH~ .BEST t'RACT!CES OF' '!'HE TID.DE. ALL EtEC!RlCAL SYST.E::-1 CCl:WUCTORS SF.ALL BE IHST.i\Lt.:SD !N APPROVED RACEWAYS. • .. PROV!DE METE:R PEDESTAL WITH '.R.2\TINGS, COHPON:SNTS AND tZPd'tJRES' :!H STRICT ACCORDA.1'1CE WITH THE S:ERV:ZNG UTILITIES AND cor.:e ENFORCING AC:ZNCY. ,.-, ,"MA':n-i C:rncur'± BREAF.EP.S' AS ~I.ELI, AS BUS_SINq_, __ SHALL BE_ U.L. :'.,!STEC LOl1.DCZN'.!fERS AND P./UiE!.EOAR.OS SHALL COiiFOR."1. TO THE FOLLd-W!NG: • ., --· A.) :VROVIDE rtrt.:::.-s:rzz MOLDED CASE THERMAL M.4.GUETIC, AUTOMATIC TRI?, ?LUG-IN TYPE CIRCU:tT BREAKERS, 10,000 R!1S SYM1'1:!t!'RlCAL AMPS, HINIM1JM. WHE"5!E IT ts NtCESSARY TO DRILL INTO OR C:U'l' ':::HROtrGH A.'ii EXISTING FLOORS, WALLS r CEI!.,J:NGS I PJ\'VEMEHTS OR WALKWAYS TO PERMIT THE !NS'.!'ALLAT!ON OF ANY WO?.K UNDER THIS CON'.r'RACT1 OR TO REPAIR ANY DEFEC'l;s THAT MA¥ APPEAR TO THE EXPIRAT!CN OF ~BE WAR.ttANTY, SUCH CUT'r'ING ANO PATC!irNG SHALL BE PE:RFORM:SO BY TRAiJ8SMEN. EXPERIENCED IN· TP.E WORK REQUIRED. CONTR~CTOR SHALL Ph'i FOR ALL CGS'!'S I'...EQU!RED FOR CUTTING OR REPAIRING. ALL FINISHES SHALL MATCH EXIS'l'!NG OR N£W ADJACENT SURFACES, ALL SROCh"URE:S, OPERATING MANUALS, CATALOGS, SHO? DR.A,¼IWGS, ETC., SHAU.. SE 'l'U?..NED OVZR TO THE Oh'NER AT .JOB t::OMPU:TIOM. CONTRACTOR SH.ALL FOR.~!SH ANO INSTALL ALL POWER, CONTROL WIRES, CCNDUI':'S,_ Mm OUt'LtTS TO RENDERlRRIGAT.IOlt EQUIPi-!ENT OPERATIVE. itEFER '.l'O;IRRfGA'l'ION:ORAWl:NGS FOR CONTROL sCF.EP.ATICS. ALL StJBSTI'!'UT!ONS SHALL BE SUBM!TTEO IN ~ITING 'IO THE CIVIL ENGINEER TEN (10) DAYS PR!OR TO BIO. SUBMITTAL SHALL INCLUDE, BUT NO'!: BS t!MITED TO, THE FOL.LOWING: A)COST SAVINGS, a)ALL :tTEMS WIRED FOR 120 VOLT !?LUC .. !~ OPERATION OEM:ONSTRl\.'l'ED AT THE 2NG!NEER'S OFFICE, CJ WRITTEN !ttASON FOR SUBSTITUTION AND D}A WR!'!"I'EN STATEMENT THAT :CF '!'HE SUBS'l'.tTOT:tON IS A?!iROVED I THERE WILL BE NO DELAY !N DELIVERY., CONSTRUCT!ON TIME OR COST TO OTHER TRAOES.·."_$E:S NOTE #28. PROVIDE ENGRAVED PLAS'!'!C NAf1EPLATl!S FOR ALL MAJ'OR PtECES OF EQUIPMENT, l?!..AT!:S SHALL BE 3 ?LY, BLACK !'ACE, WHITE CORE WITH 1/4 11 P.::GH. ::oNDENS:m GOTlltC LETTERING. SCREW-ON ATTACHMENT ONLY, ;10 CEMENT, :nwv:rDE THS OWNER WITH mrn (1) SET OF COMPLETE .EL'.E'.CTRICAt 11AS-EUILTS11 AT THE COMP.tE'l''::ON or THE JOB, 3HO~ING AC7'JAL DEPTHS AND LOCATIONS. WHETHER OR NOT ~.rHB CIV!L ENGINEER APPROVES A PROPOSED SUESTITU'!'ION, THE CON'.t'l'{.l\CTOR SHALL PltOMPT!..Y, UPON WRITTEN :RECEIPT OF THE ENGI'NEER~s BILLING, REIMBURSE H!M AT HIS PTJBt.ISHE:D HOURLY ?.A.TES fOR HIS TIME AND HIS CONStn'.'. .. TA..'oJ'l'S' TIME FOR ALL •rnra SEEN:' IN EVALUATION OF THE l?RO:?CSBO SUESTI'l'fJTION, WHERB A CONfL!CT OCCt'RS BE:'.t"'dEEN THIS SPEC!fICATIOtt I TE£ tm.1-.W!NGS :um A:-roTHER ELECTRLCA::.. SPEC!t'!CATtOti ISSUED J\S A PART OF THESE DOCm!ENTS r THE MOR£ ST.~rNCENT SHA!.!. l?REVA!L. DR. 19 (16528) Sheet89 Of 116 ORANGE COUNTY ENV l RONMENT AL ~IANAGEMENT AGENCY 1----...... -------------1· "AS~BUIL T" ELECTRICAL PLAN FOR IRRIGATION VISTA RIDGE ROAD STA.so~oo.oo-ss.oo.oo SHEET 89 OF !JS •P"' SHU:. PLN S.lLL.R,80+00.00~i37-t27.37 -1046W,231PFi 3092 1705 10-0ct-91 07157 Ml.( 3092-700 V.-91:M-:5 .,._., ______ ,, __ -·· ·•~·--··· ~-·- ,-----MPE-1, '=> $ 5 :!>/4•c-,, S#' !O i I ti'!o 9"~D, ' •PARTIAL ELECTRICAL SIT,E PLAN i ' \' .: / ' ' LC• h,,' SCALE! : 1 "-40'-o" _.-:;,: ,;;;;:~:,.-·' I "'"""·"'~'"'""'"'"""""'"" ._,. --··-· ,,, .. PLAN NOTES 0 0 © ® © (i) APPRCXi~.ATE LOCATION OF METER PEDESTAL~ PROVIDE (l)'2V2.n C~O. TO UTII.I"rY' POINT OF CONNl:CTION. VER!J:'y LOCAT!ON AND REQUIREMENTS WITH U'l'!L!TY CONSULTANT. COllN'ECT Wl? JUNCTION BOX TO IRRIGATION CONTROLLER VERIFY LOCATION AND REQUIREMENTS WITH IRRICAT!OH PLANS. 1111 X 1711 X: J..2° PULLBOX WITH PARK'r,'AY COVER i-'1'...AIUC2':D 1fELECT ~ n PRov:nre 611 MIN!MUM PE.A GRAVEL !N BOTTOM OF :PtTtLBO:C.STUB 3;'4 11 C.O. 5'-(P 1 FROM PULLBCX~ l?RCV!DE zn C~O. SCHEDULE 80' PVC S:!.EEVE MINIMUM 36 11 BELCW GRACE FCR ALL CONDUITS CROSSING S'l'REE'l: ~ 3/4u C*, 2 #10 A.ND 1 #10 GROUND. 3/4 11 C., J #HI .? .. HD l :/f10 GROUN:), 'b/4"c., S # 10 .A-ND I 'iho G;-ltoilNi?. I DR. 19 )16528) Sheet 90 Of· 116 ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUil T" ELECTRICAL PLAN FOR IRRIGATION STA.50+00.00-80~00.00 j ....>;, l..f> • ' ,-,,. i \ ;JOB #11-859. PARTIAL ELECT-RIC AL SITE PLAN. SCALE PLAN NOTES, G) 0 APPROX!VJATE LOC.?i,T!ON OF METER PEDESTAL~ PROVIDE {l)'.2Y2.1~ C~O. ':t'O UTILITY l?O!NT OF CONNECTION~ VERIFY LOCATION AND REQUIREMENTS WITH UTILITY CONSULTANT. CONNECT WP JUNCTION' BOX TO IRRIGATION CONTROLLER VERIFY LOCATION ANO REQUIREMENTS WITH IRRIGATION PLANS. 1111 X 1711 X 12" PULLBOX WITH PARKWAY COVER Ml'iRKED uELECT. n PROVIDE 6 11 MINXMliM PEA GRAVEL IN BOTTOM OF PtTLLBOX STUB 3/4 11 C.O. 51 -0 11 FROM ?ULLBOX~ PROVI!llt 2" C.O. SCHEDULE 80 PVC St2EV'E MINI}!"J'M :j:'5n BELOW G.1~.i\DE ?OR A~L CONDU!TS C~OSS!NG ST11EZT. 3/4 11 C., 2 '#,10 A.ND 1 #10 GROUND. :3i4n C., 3 #10 AND 1 tlO GROUND . ORANGE COUNTY ENVIRONMENTAL MANAGEMENT AGENCY "AS-BUil T" ELECTRICAL PLAN FOR IRRIGATION Vl~TA ~JDGE ~OA(') SlA.40•00.00-60•00.00 I l 1· I I r I 11 'I I i:Jt(CLR' 8"" cl ,. x 10 ., BLOCK SOLID Gl?Oi.JT ALL CELLS CASE ~I N.T.S. 12 • tJ' f{p" ltt=J.,,,Ze1..'bc!? SOLID GROUT ALL CEi..1.$ CASE tJ2 N.T.S. PReCAST P. IVI.H. CONC Ii' Eiic: SLAB BY 07H£1?S 40 A. . ---EXPOSe,D ENDS SPLIT" FACI': MIN. LAP HOK!ZON7'AI... RE!J'IPO/?Ct:Mt:7'.!T CONCRETE BLOCI< WALL CORNER BAR DETAIL N.T:S. WALi. A I I l L ____ 1 SECTION B N,T.S. RETAINING WALL SCHEDULE VISTA ' . ["_(, I VISTA STATION ;,;,-,,[; RIDGE RIDGE ! l//10:0:'., G-4'1-QO 77+00 "-·· .. ,. ·-··"··· - SEE SECTION El B ~----. ' SLOPE J ,. ' 2 2 ---. ''" ,,,,. ---.~~-~ CUT /FILL '' CUT CUT '1,;···~·: '. ·.· $S,.2-3 1037.q,5. ELEV.A ,:: .. ,·:::: . ~ ... , ELEV.B i:'i; ",, ~i'3,S6 '10%.98 -·-~,~--~-~ ... ELEV.C !:'.', -'./._:: 032.113 ---• --~-----_-.. ~»-,.,_ ELEV.D !E;:,:,L Cl ·4;· ...,$(),' '2 10~.3/ ELEV.E ' " 928.~ 10!,.6.22 i ... ,_._,,.., ... • ----- ELEV.F (;i, ' .,, ,,: r.9~o/-'aw -,_..,------1·-•• /088.GS ,-------•«=-~-- STEP xi '' ' 2,61 2.61 .. ". . ' STEP x2 .. .{', 3.34 3,34 ~·-- STEP x3 ' .. ~1 3,34 3,34 . . ' WALL TYPE L . -. ' ,:·: i~" ,::, CASE 2 CASE 2 ,., L, . • ' WALL TYPE B [;.:·,." ' ,._ . CASE I CASE I 1',10li::TAR. COLOR· 8LOCK COLOR, ; BLOCK: BROWN TO 8£ APPROVE!? BY CJWNl:Z.I;? 0/<?CO :TA.IV (MATCI/ CIVITA /,'/Al.LS l ./ WALL. : (; ''.x 8"xJ,:;,'' 51"!..IT ON.!' S/0£ ,; ENOS CAP : B"x4"XIG" 50£10 PRt:-C/:JION 8L0CK c.F. i.,,,. ;;.J'J,f lSION ~§"§:§:] ~F =l~ <c,/'x8"xlt:;'' · 5PLITFACe TRANSITION /=ROM 8'" X cJ'°x. 10" r===t' SECTION l'-1. rs. * 6EE. TOP OF .-.~AL..L E:LSV 15 61--lONN OW "P.H.J..i. I~ CUT AP !SA " DE: TA 1 L. i-1 i::::REO ,-i . (FG2--6TA. 77+00, ONLY) f Fr& OF r.5. IN FRON7' OP WALL . . . . .. T.W i0B7.(i;;5* I T.W T/JE Qf SLOPE>-- N -- BAl:K IJF S!DEW/l.LK---,, / ~,-'lL ,• .·, . •' ;; , .. ., .. .. ,• .. . ; .. .. •, ' ' B' ·I .. :., "" N tn ,..;· ,,.; -,. . • . ., ... , . .. .. . ·.• •' - M N Slllf'E-- , '\· " ' \'1/ \ ll1.-.,.,, ' ... •' .. ... '. .. . ., ... . _. . .. , " : . . . -· . •'• ,.., . ... ·.• .• r . '.•• ' ' . .. '• . . ., . .. _/ ~ ' #-/iJO/CATE::S TCP OF NAL-L E:Lev'.S @ STA 77+00 OWLY !l" BLOt.K t,JALL PER ' 1040.E:>3 T.t-1' //RETAINING WALL SCHEDULE . . . : •, ., . • . ,., .. .. " . ·-;--;:- " -: ,• •' -. ·. ; ". ... ' T!lP OF PHEt.AS:T _j/VAULT ""' ' 11.33' ,,--"' 3' ~5 , •• <, .. B.lb' 117' ... \ . .,.. F. M. I-!. "j •. . . ·.· . -- ·-· SLOPEIJF RllADWAY PJVl.H. IN CUT AREAS M.T,S. SLOPE OF R!ii\DWAY f .M.H. IN PAD AREAS N,T.S. - \ ' I " , /~ .. A (:. •, . ·~·, . - 1 1 /2 0 , . . ,• , . .· \\• ~~ \_Pl\ PL .... -D ELEVATION PER AN SECTIO N "A-A" t',r'\. R/W -- Tar OF PREl'.AST rvAIJLT t_ -r-. \ ' Lpf1!) ELEVATION PE!l PLAN SECTiON "A-A" 2 ing H I I . ' .;}~,, j" M. N I I 0 ' , /JI it. Ii. VI' /1! JU :5 :,",, 1 r:, t!t!J.tillt.J;1' AA.llJ Lr J!.'f'd JUIJ · ... ·'I~ ·r ,.1 ... . . f,--18'.:..j I ~I M>I .92.f I.. ,rJO JS i!AJ..$ ·[:l L ___ L ,.:.,. ;. ---I ·~ I 1 T I l I . .l. AJJIJ . . T.YII!if ~~· I ~ l • • ·o ff ,· ' ~ i ~. ' .. . 'I • . I 'E (r i '.: ~ .. ' (~ F I , • " ~ I ', ' ~ I --<I G f !j (f' A C D- .. • G H l .J M o· i8''RCP • · c,t,, . <,' • ·11 ($1,._ " Alll .92!Jt. ~ $&;,,A'ti! • hJ 11 ~ ----:;-·~ ~"-. ~--·--,'\ L; . / ,,r,:· ,.,, .A',& ~ . ~-57 / 1/_,,/ <#' ., -· d;';-• ✓ / ,.-;/ . f / ,/'~/ 1//, 1/ ·/· .• ~ • • "" \ ·"""' ~ , -✓ ,,...,,~ / -:cc," ~ . lS"RCP S'S-0 it\ \ ' I DR-19 (16528) Sheet 99 Of 116 A B D E F G H J K L I \M 99 OF 1!6 0 .'f'S :~ J:> ~ ' • --------~-~ 3 4 S "'fllW,_,;,,.w "'""""'':f ==""'#1'""'' --•l'J: ="'""• __ _,,,,--~- A 0 ci a:: w t9 0 oc ~ U) 5 - . . ":, j, . .,,,, r ::, ' ,1 i <ij,\,• :"':4,.·.i.' ··~ ,' \ ,.~ ! @oli@\?>'.il0 ytJJ'fi/~.! 'f.P~ ,r/o &{f~QJ\ ~ .• ~'!ll\'l ~":";:t;l µJ_(,!, 6"~ • o.c. • ~,.-, ~e,\'fii ~JW/> 1/i.J,9/.,Jb . 7 . · . " .. . . . . -' ..... .;I.;,;,,,\, .. -t~c::~J~,1,~" ~ " r ·,· . .. :R· ~ , .. ' . . 1;,.;:ic~ '"'. · .• j"...!P; .· • .. •;.,,71.· "•';£"·, ~~~"-'',JAit . / . ~;···· //#' • .;: -,.c·. --:-. _-• • "°; A B C c.s. D I:. l C.B. , ,. I ~ 1 • 10 H l I . I . I ..\ I I I • I I l r Ll r fj A1U) .. "" !' IJ/A:# .,, I r,. e.oo ii- [~-·~ N """11 ,>J.' ." -~ ,;;, '. ! ' .. ••1 ' I • _,;:, • ~'SC.nt. ;f 1,'.l I ' ... ·-I '' <\I -l. -..l'©!Jd 0 f -,002.-'{ ~ •• l ~ 1 fi 7 10 --, --! iJ M ecv. d a:: w (.'.) 0 a: j:! U1 5 I d ' • I ' "AS-8 U IL T" -/iJcrrtr: ··-----.:SWl'J. A,V/J c:,,;, L1:>.: i.!! a !' A 1:0.e l"nr,,;'1£ k.e mJCK.. Plt:il! ,<t,.J, i I I ' D. ! j! j ' e l L ' • ~ t,1 (' , bl u:, n ij "40 IOI Or 116 N ·i ' V' r·· ... ,"'i'i:c, I fl l :;: s f·i\.":; ~--~1 t~tflf/·. 1:1~~11 f'.; : ,,J .!, . ~-r r ''!)f):(,/', ' '~~\~/'' ,,-,s~ ':.' 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D'.l'll<Om {>-nt7Hi~ !l'A'l.'A --~rf.$~-3 -r1-A'l! !PJ fl!_ a:ry ! ....,l. ~-JRIJM,;.~ 11! ,r,,rl I' rw-"71 t--i;_ -"""""' ·;;;; ·1,,;i~,., -~ o\ftfj?DV! ---~J tr,,a)C"_~ t~P.! .. m:'.J CAB!.E UN£T;Pf$ 0,-T.tAt,. ~t'. Odrnl-Otif&OH NJ::11. 0 POW!:f! lNSIJl F<R ·-0-· ~ ti ·1J:~_:.:.~ ' _.rr; ·-d!-"' AMPUf1£R DATA l ----➔.!--,f> I ~ 5 g l--•·-t' w ~f~:'.l 0 -~ i llt . :i i§ --~-------·-··-. iQi,'flCAL. ~Cft* ,vicCJ,. m.,v,~m.Jt ~?A I ~J~~--i ;c . ~---·· --Or .. ···1l~~ij-w " .... F":I ~_J.[.~J_1.':_.i . ~ ~. ~ --" ·-·· """"-(;"Y-t§j'-l}i l5 ------••--•H~ POWER fro, W<'W, ~ --·-' --~·-,-•ii:'"" ~ SPum'.R -lltOO>'UI ., ;!; ~~~~ ·-~~ SUPPLY ;;; -.. -" . -·-t..a •• J®t>~-, . ACJh: J.._ "!l'OOC , ... -----Wt{fh. A7#-j =· " -··------ ?LANT Si A TJSTICS Pf!OJECT NO. 50-37 ! ,.".,";, "" ..., " ~ "" ··-----, .. ----~:-ti,S P.S, J ~. u~. I ~:~.~;;~1-·rn~~ ofstGNFTf(~oDE-rJr~ ~---l 0193 ---· r~~ El'G .::;t-1,,~ -··---·-----·-·· ---r---... ---. . , . i.,&W, 0 ol .,j O '10JJ··;:,·!ll~t• -·-•-···---2/97 IH l 000 ----.. ----~--~-~---1----·-~'t-. -.~-~ ...... ~----~ ·-~...,--~-----_;;. ·-{ • ": . . IJNV(Ji~NO ,) I l : (i ----... ~----·°':"-· .,~.,.~-• . 61.'} --··-;;;;;;:,-.. ------·,--,;.t-··-.......Jl+--~t--.. , ...... ·;;--------" ...... llOO =--'~--V--t=-•-•-•~-=-,;;--b•~"":;J-; tH;~~-Rr--;;•~~•-t--=-~-~ .--..,~. ___ m _____ .. --'::!',f) ·-;.;;;;;:;-,.,;;;;-··-. -· I =· ;+--·---;;-r·-·;1---,~-"t· -·--···----+4· ,em ""' -------·--"'·-+·-·· ---·--··-r: ·--~--.'lOO . '·~:::twva --·-\ ·~·-·----~t--~--~1 -----: _., ____ ~---------.412 _,__.._.,_1 :-.... ' .~!--- ' REGION: \VESTERN ------~--·- c•ysr~M .:) ' Li NO.: Si 033 -- ' DR, 19 Shebt (16528) l090filr /.'f €5@~ i~OIJMUN!CA 11o:,;s -M-•=--•---•-----_..._.,.,,,_.,.. --•u~••-•~---____ __,__~---·~-· 1.~.I!mi:.. c;:;,"'"'ALr• 1n==1QQ' NEWPORT BEACH ',..P ' >I._• . ' . j·· • -~---•. ~f~ NA;~ ·- ----------- REViSION: 3/6/97 ~ n •' · ;-~<t.~;. , ....,), }'i~1t. ' _;, 1,• i:(~): • • '>l\"i.~il? -~~,:.; ;i1J~~f " ·• ,,.,.\" • •·'-"'·''-''\,'-11" 'i0lli , .,. ,,-1,,.,,11\{-~ ;~,,~1,,: • ,.,, ',•/i'}"~i i'J :.))\~ifir . ,.,.,,.:,;1-;~i; i~trt "" :'.:ft1\!l,~~ / ,,,,,, ,fi~l:~. ; ,:-a',,;:>,rf;;.jf-.-·• ';',/,;.'j;rf?_S . ,·t¥J/Ji'¾ l . ·.i .. -' -:, ":~':\J;,,z.?i~i : '; .::}'!{?~{~-~ ·,,·< ,.: r:-·-:J,1.;.o. :3- • ·: i :•.Ci•.:>,{. :'._;::-:..:;:~\¥?ij}:fi~> '., ,: !},~)~-- ' ,._:,t~~r·'.~- • •, ,...,1 •._;,;1Y:-'' ~ -'!t "' t ·,~:';~J ;),_ -' ., ~-.-~'-;;; ~~ . , ·.-·, ,,. .. ,:;:,;.u: '"1:, ._ .. : _;, ,''. !-.; ~41';. \: .. ,·-.,~-.';;,,...~ 'I; bS 1:;f ·1.;',. -:\);:Hii' r'.il~lll 1 • i ~ • I 0~ b'i= l l lo •• • ·:~,::·-l;4~ ',•'c':;lf"·~••.S-• .'' ·_,: ·-i_~~·~·-5l-J8\ ;!r~{}g 51 ·-36 51-37 ' '.0:Y.tl t--4..~::f~ • ,l' .;. \~;;} ,o-Jsn 50--38 50-37 _'. ?.P~ I , .. ,.Jil '•.·1·• : }l/ 1·• . 49-36 1149".",37 49-38 ' J~1·~ , ··: ~s~-i) .. . . .:. J,J·,., "' '4' ,, ' ./' ' '6.?{}{~ " '• ' -,yv- STI;ANiJ Sl..ACi< 51',\J; ORQP ONLY 71 tr STRA!lll 0:-ll Y EXTCNS!O.'l ARM AtlCH~ TV/T/P /fP 1V Pl.AC<" /tl.<;hO.< l'l!S£R □ ~'fl.!. M«x'l/f\-"f~ m m.,:,:s1,. 'Mo:i/M04 0 !'mST,t 'MJ>fN:/>tr,,atJP!f> 01<\t~rul- D. Q D. ✓]-' . 2-POOT TAP POI\'£!! INSERTER All~Wfl~"R !l/\ fA fi7iil :.., ro awl ~~ ril' OWi m:' _,, POW'EF< r,$f;1~~J~ SUPPLY ~ • / I -~ ~'Tr:OJT!(X-,i ~. ~-~ CPT!CM. ~¢re;;; o;:i-nc-~ ~~mm -IT}-~ 0P1iCAl SPU11~ 1'.:Fflt-Al.. R!.:~ ~ ·-~ .. .J®e:+-!;j~ \ \\ ·-·------'--··-· ~------------ ,, ~ 'I; Q :r. ~ "' "' ;i 2 i.:l u < "' ,= ~ i}; ~ ~ i ~ DR. 19 Cl6"'B) ,;,• . .) ,t, ~necc 110 Of 116 REGION: WESTEf:;:N · '2@~1,;;, 52"-Cs 0:/t 52~36 52.,..37 ",t; ,:oMMl.lN!Cl'I no:.s i.:-: ----· .. ----~ l..Ct~DON· 51-36 51-. .37 51- !RVINE -----~---~JW:!E:. 50-36 50:-37 51-37 ~ r' ) n /'."\. /) " /) ,_...,,,---:,K .(,.TI; I .. '' ·(,s-ti'i;,,;'~ W·'> -· ,-•' :-~--~ -"~•.li~ "'"' ,; ! ·~•":;.,.,." ~f~+:~\~ ~f.r..:0-'f;;:,,,,' ' o· lh'.':I ,ru~~ OO~cru:ITIE IENCI..OSIJRIE G' X 11YG~ X 1' \":~ Ct=a,e:, rt r.::.'71. F~ CC....~ ~ 3' r.".!n. l"m.'I ~ Cf ~ of En~..A!f'O ot ~~""t"'~ e...J.:b di ~~"Cl ~~:':itJ!;;> . . ,!,,"1,-,, • ' ' (J" Ct::.~!'~ ,;;:: .·.~~ r.:::i. -1½" ~ w,.~,: ,, ,,,·,f.t',;r.' ,,' ,,,:c,,-~-• "., lf.:i:1'.>..,. .:J~~;)h .. : ·: , - .i;;~:,,,,,,,:,, ,)"l1~ft> .Alf SS!','\(&t:/)Y .• i;"i ,, -·_·,1,-;,fcc'.'t:±-::"1 -- .-; '-);~~-·-t·-~•:··_" . c.•, {./ti<';0:<;!,"~',t.;,,c.{, •·• ~~f2¥{(: 1. Tep emf ~.bmn:::i:::::n::1 pm,m:;;i:;i \':fo~.!J!"CUl'lti:'l',lJ'" irnmr!!l. :2. •Cdt:l rtxJ ~"t!l dc!l ll::i 00;~,Ct! ,:t.lltail ~~cl cover m ill:i tif!l:l of ctrlJdUro ¢:=11::nt 3. ·itc:::p ll::lrri::1 ~~ b::111:b:l D'ld In ootlom ol !r..c.::i ~-~ Coot:ro-b ~'Cilo Emo!t:! Produel:$ Utility \/cu!! Compnny Foman:i, Cdifornitl ,Sc!l'lo'.MO, Cll!lforoe:i ~G. Cruirol'r>b 'Cl::t.':ig No. 700 M..':li CGttl!og No. 650 PMH'84-E01 C:attliog No. ED-5t~H \fJA~NU!;"-.\G T1~0 ~~er must who all ctc-pn i'IW"',;CODfV to ovoid ~ntc~~ un(brerc:unt:il fcci!~io,; i;:ihi~ moy rooutl in imiul'lftO ~mono or do~o to f~liti'¥.J in tho oroo. Too iiooieo~ !0t:ationo ci/ !Edioon urnbrground vocilitbs, ·oo jllm~:::rl. oro tx.!iovc1J to be ~roto, htl~or, the '¥incl d:::i~orrninotioo al crn:m locations c:nd tho .. cor;t of "'~er to domoeod fet:ili!~ is the ~~ncibillty of th0 ~CCJDtor. S"o"dt'llom ·colifornia 1:dioon Compli\ny E11;isting structures shown on .this dra1r.1ing contain energized cable . and equipment. Entering structure or bree!ting through 1r.1cll to be done _ONL V_ under supervision of Edison Co. personnel. SHOWING Si:Ml.fl\'CASl:MEITT SIMIU\R C0$TRUCTION FOR A?NER co:::~.J'T All)plico~to onproocly ro!l)rooont ond ~orrnnt t~na oll t1orrt. poriormcd onlll oil mnf!oriol wood in moo~lng A,3tl!conllo' cl'!ll!leoliloru:i horoln oro froo \'rom lliollceqo in t'JCVt,monoh!i.w l'.ll,H!ll nro In coll"lforrnlty t7ll:~ ~~Qllil£'1orn Ccil9orriin ~~ace!'! Com(!')o11y'o ro()J!.!irornoo\1ac. Thin t"Jor~ . rnnilf ohctl ccmmol'lcs upoo rocoi~t (n)v A~~C!CDli"il~C of Ccm!ii1C&'ill1'0 ~llDi occcpt.enco ond ollall OZ.f;'!;!:ro ono voc1 from ®'loi c,jjo@o. Appllco111i~ Of;JfOO to l>)i'"Cffl(!))tll; COlfVOC! to ®'lo C@Wit(l>Oflllf'O t\1:2:Ush::;r:tiolll ;ili"id t¥1ot @1 011"111 .9ovornmo11tni Cll'.'JOi'IClf hovir.g j:.1rlcdlcg'.lcn .:ind oa A[l»pll,, conU'o on.~o®oo onv brooch of thio i;;,.::rironty t:1~!ch mov bccomo op(IJ!oront through lno3)0ctlon or O\\llOl'ol't!on of un\1/loll"!':Ji"CMo\1d oloctric 011otom b~ Comp;sny; tlluil"nna tl1!n t'i 01"1'1'.lli"iltl,1 1,':!0rl@«ll. \.. -' ' Precast con1:frete item·· complete with nech. cover. and · ,, in sorts may be "cibtained from .any, cllhtf'fal!ov?ing listed ·• ond i:ipproved manufacturers.· ASSOCIA TEO CO~JCRETIE PRODUCTS, INC. 430 t W. MacArthur Blvd., Santa Ana,.-Ca!if. 92704 Phone: (213) 6:26-4653 (714)557·7470 !El~OOttS P[qODUCTS, INC. 4505 Little John St .. Baldwin Park. Ce!if. 91706 Phone: (7 14) 551 <15(',0 (213) 443-3019 UTILITY VAUl T CO. 10850 Hemlock Ave., Fontana. Calif. 92335 Phone· (714) 350·2675 NCi'fl:S: i. Foot~ {!Ulllltitics nrci a~roiiinritc. 2; 't"Sitoro refurcru:c· is to an ~.tllffl nut d::itoilr.:'!, ~::i ~i:wrntc 1:fot1:ription list. ·:· • • • 3. -This--iist-provilJ!:::,:; a sumo:Hirv of. ·1~~mei; . m~ol!~noo;,~ item~ aru:f item$ indullldi t.;ith, ,. ,; major itcrm;.orc not llstcl .in !"i'loofiostorn:es. 4;" Reference dfDt"Ji!l!J$'''ilJ•t imiiCl.'ltcl"' on ··this·- worldna dr!li:'!i!'!lJ ffl!lY h::l @ta1noo on rc-qi,cst from the Unt;;ir[lrournl Sm::tion. SPECIFICATIOI\IS ANO SUBDIVIDER -BUllOER RESPONSIBILITIES FOR THE lNSTAllATH)N OF UNDERGROlJND RESIDENTIAL DISTRIBUTION SYSTEMS. Un!oe-:, o\hurw,w ~if,:,d 0.11 th., drtlWi"I, which lorma" port of thio cpccifia,tion, !ho subdivioor-bui!dor nhllll fumi~h l!v.l lol!owint,t it®'"·" 111 oo tOOHo !ho E<'i,,,:m Ccmpo"I'( @n<l ii\ =nrdtmao with mo pr(IQ:)4Urot>?.ru! e::noduloowhieh 11holi b<l mutui:illy "l,l<eorl upon t>-: Ii,>\<! repr<lc:,r,;;,,tivGts s,! li'IQ e.ibdhti<:br-ooi!dt>r, tt,Q l'diOOfl Comp,:,ny, or,d tl"V olhcf U!ilitioo !hot mCj/ bo invol~ in ttv.1 project. 1. RIGITTS-Of-WAY: • Righ!n--of-'#"'f along tho lin:, o"d e<lNi<:@ <>l<'lon~ion routoi, ~"°"'" on t!v.! drewi.ng cllo!I h<M> tho followioi; withtm: "· Along roiir pro~ !in:ia -oiii fcot. b, Along ~•d::! pro;,,:,rty iioo~ -lour feot. , c. fo," c:irvire on private 9rocrty oth<Jr truin tho propenv thtll it ~rvoc -lhro<il foot. (No right-of-,,;i,y i:i roqu,roo for o t<>rvie,e !ino on tho l)f"opcrty tl'lct it ecrvoe..l 2. SUffilEY: Su,voyiog o, atrc:it impmwmonto, proporty come,~. 101 !in:i!l. IT!Clcr lowtionc, !init1hod grooo, otc .. ~=rv !or tho iru:rtello!ion of 1m;;l::,rgro1.md fc,:ilitico mutt bo com;,lcici:l ond mod,oro or ,m,~oo p!ctX:d prior to tM otort oltho iootoll!ltion. Grod:i am! properly lino ctc~oo mu;:it !:how ony offi"A:lt m:icourc:monto. !n clldition, oil mi:f~orn muat ho mointoinctl d11rir19 tho inc:tcllotion. 3. PERMITS: Al! pormitc n=rv for 01tcova!ion ::ha!! ~ prov,dod by th::! ~ubdividor-bui!do,. l'\:irmitn net ovoiloblo to tho ~ubdiv,,:1e,.1;,.,,1,:1~, will II,:, lllrtoinod lrf Edicon al tho oobdivider•buildor'c o,:ponco • 4. 1:>tCAVATION ANO BAC!tflll: I). b. c. d. o. f. g, it i. I. . " . - Woril i;rea 6hl:>II bo cloorod i;nd IO'-'{lh 9ro<:1¢d to within !our incho:i of final 91000 prior to inmollntion ol Ed,ron t1ructu<11$ All oltcavtitionG tlho!I oo in =ordon,:o with 1ho Coli!omitl St:ito C<:m:1t<uetion So\bl\f Ornorn end Edioon q:,eeifocction!l Th4:l minimum tronch 1;>;idth in irn:hot ·• • . Ecch trorn:h ct,cll Ito 10 o 1.mlfom, d<:pth boiow lin,~h1>d gm~ cu ~ifiod on !ho worl<i"!l drcwing. finich grc!!:l to indudo ell cuta !or droineao end lcnd=pinJ3. Sufficient holp moll b:i providoo durina c:i!rlo inc;t.o!lolion I<> mointoin o cloon tro!'lci'I. lroo of roe!<$ ond other dobric. Th::, ICCl:!licno of oncllVotion11 clloll 1:1:J 011 shown on tM warning <1r,:,wi119. No trom:h ci>oil oo duti on tho il''"IXlltV lino o>«:0;;;1 for otroot cro~ifl!l!l. lllo doviotion from !ho plormod looo!iono 1r1ill b!l r,ermitt.."11 unloc t;l)provod by lh-o Editt)n rcproe:,rrtotivo. Contrei:to• ctmn coordincio CIC treneh 01<<:nvotion with Oictrict Sorvico Contor boforo diQgl"lj. S!rc:it ci:oc::ii!'lg1l muct be inotcll::d ct righ"I ,:mgloo to tho front prop:my Ii"®, ~II !lhoil ho pn:ivid!:>d by th:, 11u~ividor•buildor for ell ow::avotionn, ond otu::l! inclu<:t::, c"mllod roct, coneroto, ond im1IDrtC1:! motori!ll. wl'>oro required. ~II. per Edic:in C?::,::ifi::ctinnn. ~hell immodiotolv follow col:l!o. CIC. or cub1;1rui:turo 1rnit:,!IC1110f! At no time :i1,,,1; cti!l!o lo !ofi Ott~"<! OV<lr 24 hooro. No ~ cro o!fowcd 1:Jhllin 12 irn::hon of di.rel:l•buricd coll!oo or onv duct without oom:rmo oneoc:,monl. Native boekfill ccµclllo of i,=irtiJ mrouo1! o ~If inch mo-.:h reroon cncll 11:i con~idcrcd to ho "rod! l'roo ... If onicting b::-.c!:fil! doo11 oot P= through o 1/2" arcvn plcoo im1Wftct1i t'COO ::r· l!oww end G'" C!wV<> EdiCOl"I ceblotl. • All ~II chdl !lo compc::!ed to moot or ,::,m;c:;d law; ordincn.:oo or other r"l!uiromor.w. II choll b,:, plci:od in ll monnor the! will oot d::lme,;io th,:! c.,b!eo, oondun. or eulr.:tructuroo or ell= fu111ro culr..:donoo of tho tron,ch or ctrocturo!!. Whon roquirod, <ctcining "'c!h; ehcil b<;, !l'"wido<il by I~ eubdivid:ir•bui!.:!::,r to pr= tmncform::m. pc:facw!n, o!'ld ct~ Cl!Uil)mont. V\lbllt1 cro rc:suircd ~11::mv<::r grod:l ri= moro 1he11 24 irn:he:.l olrovo tho ctn.u:tyro or pe!l culic::o ot o l!ic".oneo of 5 bt from th::l =no; or in crcnc cu::i)::1:1 to crl'.Y.licm. D.r~11 ond in~llction mud comply ,...,;ti, !=I bu_ildill!J omincm;otz. Rofar to US 175 for typil:ol C?= rotiuirono!!'!o . C. CON!:IIJ!T: 0. b . C. d. !), f. l'J, ·•\/llO of conduit fur thi;; job. {So<, UGS 110,ll "EC" {TVll"J II t'f "03" fT¥!XI m t:i" !'.'l,n!mum ~• in ~tor pcit.wi::v b --sc,tr ,, ~lo-e.t (lYl'!cr 9rclb. Minimum covor on p,lvcto prc;icny i::, 30 ~!= fin~ grc!t:J" Only Edioon cnirovod m=rie!~ .chc!I b:> UC'.:C. They cho!I m maolbd per Edietln q:ict:i~or, UGS-100.1 end UGS-120. Tcrmi~one fl! cu!n:m,ctu~ tho!! ho in cecolllonro with Ediam qieeii'ieGtioo:i. Ali ~uit muet lllo monc;:o!~ l:llilt> th<> q:,µn;,,,ed mim<.lrot, IUGS--1971 All c:;~ 11:Jn p;:1!\IPfc;;vl= or p,JJiye'lhvlcno l)tlll rope:! I~ IJGS-411) c-hc!I t,o in.:wll:xl in all corm-.iit nm:i. All ix,villl:l, ~ ~tiire,1 tlh!:11 oo p,ovid...~ uv tho 011ilt:ivid::l'•lwil¢:;f 000 lm:tdb! to Ulo rctiueromerrto of tl>o lc,::tl! G(l""'Mi"!J Cl!O""'f. . . 4 ' ®· SU0STAUi:Tl.lruE$; ... .. , ''iAll0c:::~~=. ~di ·.1:o ,e~~~ or•,;~~ tli'i:::!ic:;n cyo::ir.-c..~. · ' -,. • ,.,·-"-·,,-·~-' • ~" ' ·---~, " 0« ti. 'tttEf'i'❖O~ ANO omit UTILih''r::EmJl:'IEr,t,::f'f!'S:-. ---• ·r ;\ ¼ t~ 'l \.,' :,-' Th<l> drC\".lina l)f'C,)bed for thi:i jcb mcv oCo oovcr tho fet:illt>:::::. ro ~ i~bd fortro t.J!.::µhoro 01lffl;IO!'r\f ontl/or C!lil!cr mi!.'W. Arnt quociiooo • oomomin-o <!::'lcib o1 m:::lr iw.:"..cibtion 11houkl lie romcd to ~ c:om'PC!t\' c:oru:omcli 10. Coo:mlr~TIO~~ Al"i!D SUF<;RVIS!ON; TI,:;) G11t,jivid':ir-twi~r chcll pm,,id<J c,.,.~ ovor, and ~int:'.!Mm 0"'°"8 tho vcoou:. coll'll'CC'lorn ~in:, .-,it!>in tho cubdi,,ifl.ion 1n ~":I" to pfO\IOnt dclmcvo to Edi~n fccititi= Ho choil ;.,,...,,"" tm:t ell foci!ltb!! cm i~lo<i in th-:) I~~ ~n en tl't:> co~rtion drrtwi~. Ho io roq:mnoill!oforthoeoot of rq,cin;, roµlo:cmor,t rok>;;.ction, Mo~CO~!! to Elliam fccm~ m_")i;Co =,v ~ llbfci11.1ra to prov;ds!, th:> <CQUi!Cd 0141~cn or to othc:wco.oomp!v ,,,;,11 thoc:i t?f:cctillffll. 11. INS!>ECTIONANDINl'O~!\!IATION: (714) 973-5(.,,(,,/ !~.;tion io ic"Quirod clurina 11>!:! rorotruetior, p<:,)OOd. Natify tM Edi::On Com pony f'-1 / KiE. BOW LE. S <if i}I<[, /:!'.e,t of tl!e:, job, Stcltliklrdti of!Ediron ~t:twn· r-cquircmcn'll! cro cvcilolllo ~ rc,:iuo:::i. J4,, C.ONTRACfDR 7D FlJRNfSH 4: INSTALL DLJC.7 PUJ65 PER UG:S -I BO. J $ I BO; 2 . 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