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HomeMy WebLinkAboutR_5913_S' ; I I ', I • ' ! I- i::, 0.. ::,;; <[ 0 -<;· (J, -c-< I' '° l 0 0 (\J ·, (') ' -sj' OJ "' c3 (') -0 l 0 I- (/) i 0:: 0.. / \.'.) -~ ,> INDiCA1ES AAFA \' S!IO\'IN ON " LCCATIOM MAP GENERAL NOTES S,,,N !JEllNARDiNO COUNTY I r1 VICINITY MAP -----· NOT TO SCALE SAN DIEGO COUNTY /. Tl/IS NOTE HEREIN INCORPOHl;TES, £Jr RffERENCES, THOSE GENERAL NOTtS NUMBERED 1 THROUGH 22 OF R.D.M.D. STANDARD P!AN 1801, 1996 OR LATEST EDmoN. 2. THE /JE.\IELOPER/CONTRACTOR SHAU. HA\/1: A COPY OF THE CURRENT R.D.M.D. STANDARD Pl.ANS ON 71-1£ CONS/RUCTION SITE AT ALL '//MES. 3. ll-/f DEVELOPER SHAU TELEPHONE R.O.M.D./CONSTRUCTION AT (714) 567-78041\T LtAST 24 HOURS PRIOR TO STAR/lNG CONSTRUC/lON WORK SUBJECT TO R.O.M.D. INSPECTION. 4; R.O.M.D. ENCROACHMENT PERMrr REQUIRED. COUNIY-APPROVED PLAf/S DO NOT Rl!lJEVE CONTRACTOR/DEV£!.0Pf:R FROM . RESPONSIBILITf TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVA/LAB[£ ON 1H£ JOB AT ALL TIMES WORK IS BEING ACCOMPU$HED IN Ji/£ PUBLJC RIGHJ-OF·-WAY. 5. ftlL CONCRETE CURB AND G!/Tff.R how U/IES Wffl-1 LESS THAN i% GRADE SHALL 8£ WATER Tf.STED PRIOR TO RNA/.. !iNISH/NG TO INSURE PROPff/ ORA!NAGE. WITHOUT UNACCEPTABLE /1/GH OR LOW SPOTS 6. AIL UTILJIY·:n?ENCH BACK AU. AND COMPACTION INSPECTION OUTSIDE THE UM/TS OF DEDICATED STREIT RIGHT-OF-WAY . SHALL BE PERroR/Jfl) BY PIAN/I/NG AND DEVtLOPMENT SERVICES. 7. AU DAMAGED CONCRETE S/D£w.4LKS OR CURBS SHAU BE SAW CUT TO THE .NOOESi rlW/SVfRSE SCORE /./ARK OR ADJUSTABIE CONTROL POINT OR WEAKENED PIAN JOINT Af,/D REPLACED IN CONFORMANCE WITH THE APPUCABI.£ PROVISIONS OF R.D.M.D. STANDARD PIANS. 8. OEVUOPER SHAU .. MAINTAIN AWACENf STRE1.1S IN NEAT, CLEAN, ·ouST-FREE ANO SANITARY CONflmONS AT /Ill TIMES AND TO THE SATISFAC110N OF COUNTY'S INSPECTOR. TH£ ADJACENT STREETS SHALL BE KEPT -CWJI OP DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROUEO AT ALL TIMES. OfVfl.OPER SH.41.L BE RESPONSIBLE FOR ANY ClfAN UP ON ADJACENT STREETS AFFECTED BY I/IS/HER CONSTRUCf/ON. MEmOD OF STREET Cl£AN/NG SHAU BE BY ORY _SWEEPING OF All PAI/ED AREAS. NO STOCKPIUNG OF BUILDING MATERIALS WITHIN COUNTY RIGHT-OF-WAY l'IITI/OUT PERMISSION OF • COUNTY'S INSPECTOR. 9. PRIOR TO FINAL ACCEPTANCE Of STREET IMPROVEMENTS, ALL STREIT PAVEMENT, STRIPING Al'/0 STENCILING WITHIN Trlf. PERIMEJfR OF Tl/[ CONSTRUCTION PROJECT WIU BE l?ES1Vl?FJ] TO A 'LIKE Nf.'11 CONDmON, IN A MANNER MEfl'ING THE APPROVAL OF TH£ DIRECTOR OF 1/,D.M.D. Ali S'IRIP/NG ANO STENCIUNG SHAU B[ ACCORDING TO STANDARD P/JIN NO. 1801, NOTE 18. 10. 7RAFF/C SHNJ. BE MAINTAJNED AT AU. nMfS AND SHALL BE PROTE:CTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS COUNTY OF ORANGE RESOURCES AND DEVELOPMENT MANAGEMENT DEPARTMENT STREET ~MPROVEMENT PLAN FOR PEL~CAN· H~LL ROAD (FR0M NEWPORT COAST DRIVE TO PEL~CAN H~LL CIRCLE) STORM DRAIN NOTES (CONTINUED) 12. PRIOR TO '/HE COMMENCEMENT OF CONSTRUCTION, TH£ DEYF:WPER'S CONTRACTOR SHALL OBTAIN A PERMIT FROM THE STATE DNIS/ON or INDUSTRIAL SAFETY. A COPY OF THE PERI.IIT SHALL BE KEPT ON TH[ JOB SITE AT ALL 71/.IES. IJ. W/!ENEVER APPLICABLE, TH£ Dffi.'LOPEI? SI/All OBTAIN A PERMIT FROM THE STATE D£PARTIAE/IT OF RSH AND G!WE IN ACCORDANCE wrrn SEC770N 1602 OF THE CALIFORNIA FISH AND GAME CODE PRIOR TO COMMENCEMENT OF CONSTRUCT/ON. 14. ALL STEEL THAT IS TO BE CONTINUOUS SHALL BE LAPPED A MINIMUM OF 45 BAR DIAMETERS. 15. ALL MATERIALS TESTING FOR Tri[ DRAJNAGE FAC/Lm£s SHALL. B£ ,f'f/OV/DED BY TH£ o.c. R.D.M.D. MATERIALS LAB IN ACCORDANCE WITH THE I/UMBER, LOCA110N, AND FREQUENCY REQUESTED BY Tl/£ R.IJ.M.D. INSPECTOR. 16. CH~MFER ALL EXPOSED EDGES Of. OONCRf.l'f 3/ 4• MIN. 17. A PERMIT FOR WORK IV/THIN fXIS71NG STREET RIGHT OF WAY IS REQUIRED FROM THE R.D.M.D. FOR ANY ENCROACHMENT NECESSARY FOR CONSTRUCTION IN THE PUBLIC RIGHT-Of-·WAY. I 8. LENGTH OF MANHOLE STRUCTURES AMY 8£ INCREASED TO ME[T PIPE ENDS AT OP/lON OF CONTRACTOR AS LONG AS R£/NFORC/NG , STE£L IS CONTINUED AS REQ/J/RED. AN'f CHANG£ IN SPUR LOCATION MUST BE APPROVED BY 7HE ENGINEER. 19. FLOOR OF MAl<IHOU: STRUCTURE SHALL BE SIEEL TFIOWHLED TO SPRING LINE. 20. BODY OF MANHOLE STRIJCTUR£, INCLUDING SPUR, MUST BE POURED Ill ONE COlfflNUOUS OPEP.A710N, EXCEPT THAT A CONSTRUCTION JOINT AT THE SPRING UN£ WITH A LONGmJD/NAl K.f.Y WAY IS PERMf/TfO. 21. ALL REINFORCING -BAflS MUST BE SECURELY HEW IN PLACE IN THE FORMS. TI\'0-WAY MATS OF STEEL MJJST BE WIRED TOGUHER BOTH WAY.S' AT ALTERNATE /Nr/:RSEC110NS. 22. STORM DRAJN BACK FILL FOR fill FAC!UTIES WITHIN STREIT RIGHT-OF-WAY IS TO 8£ PLACEO AND COMPACTED UNDER R.O.M.D. INSPECT/ON AND Ml:U OR EXCffD R.D.M.O: MINIMUM STANDARDS. 23. ALL PIPE TO BE BANDED AND GROUTEIJ. 24. RCP-SHALL COMPLY WITH AU AS. T.M. APPI.ICABI.E STANDARDS. 25. WORKING WITHIN ORANGE COU/lflY FLOOD COlffllOL FACIUTIES IS RESTRICTED TO THE PERIOD OF APRIL 15 TO OCTOBER 15 . 26. AU LOCAL DEPRES.~IONS SHAU 8£ CONSTRUCTED PER STREET IMPROVEMENT Pl.ANS IN ACCORDANCE WITH. 1/.D.M.D. sm. PLANS. HOW&R, AU CATC/1 f/ASINS WILL BE SHOWN ON STREET IMPROVEMENT PtANS. 27. THE CONTRAC10R SI/ALL CONDUCT CONSTRUCTION OPERATIONS IN SUCH A MANNER THAT STORM OR OJHER IYAlfRS MAY PROCEED UNINlfRRUPTED ALONG 111£/R EXISTING STREIT OR DRAINAGE COURSES. 28. IN l7!E COURSE OF WAlfR CONTROL, THE CONTRACTOR SHALL CONDUCT CONSTRUCTION OPERATIONS TO PROTECT WATERS FROM POLLUTION Will-/ FUELS, OILS, BffWJINOUS OR H4RMFUL /MlfRIALS. 29. LOCAL DEPRESSIONS AND DECKS OF CURB /NIES SHAU. NOT BE POURED UNTIL ADJACENT CURB AND Glf/JER HAS BEEN POURED. JO. IF A DRIVEWAY ENCROACHES W/'IH/N A LOCAL DEPRESSION TRIWS/TION, USE R.D.M.D. STANDARD Pl.AN #1308 ~ 7YP£ A. i 31. CATCH BASIN CURB SUPPORT SHAU BE CONSTRUCTED PER DETAIi. TO BE CONS/srENT WITH THE EX/Si. HARDWARE AS SHOWN ON R.D.M.D. STD. PLAN NO. 1.'506, SHITT I OF J. I.R.W.D. SEWER NOTES A 7HE SEll!:l? SYSTEM IS TO BE INSTAliED BY THE 0£1/tLOPER. ALL_SE.1'1£R WORK SHALL CONFORM TO THE ,_DISTRICT'S .PROCEDURAL GUIDELINES AND GENERAi. DESIGN R£0UIREUENTS" AND ·coNSTRUCTION MANUAL: AS LAST RE\!1SED. B. IHF. SEWER CONrRACTOR SHALL HAVE A COPY OF THE DIS1RICT'S STANDARD SPECIRCATIONS ON THE JOB. C. THE COi/TRACTOR SHAU OBTAIN A C/1Y OR COUNTY PERMrr FOR WORK DONE ON PUBLJC RIGHT-OF-WAY. D. THE DISTRICT'S ENGINEER/NG OFFICE SH/ill BE CAI..J.£0 FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (94!1), 453-5300 OR (949) 453-5615. E. A PRE-CONSTRUCTION CONFEfl[NC£ SHALL BE HEW 48 HOURS BEFORE START/NG CONSTRUCT/ON WORK. F. THE CONTRACTOR SHALL EXPOSE ALL JO/II POINTS TO THE EXISTING SEWER StSTEM FOR VERIF1CATION OF LOCATION AND ElEVATION BEFVRE CONSlR/JC110N. G. STA110NS SHOWN ASIO+ao.OQIARE SEVIER STATIONS AND ARE INDEPENDENT OF ALL OTHE/? STATIONS. I.R.W.D. SEWER NOTE$ (CONTINUED) R. CURBS SHAU BE INSCRIBED USING A 4• GRINDER, WITH TIES FOR All MANHOLE WCAllONS. S. THE CONTRACTOR WORKING ON /.R.W.D. SEIVER MAINS MUSr HAVE A C-34 UCENSf OR OR A Cl.ASS A CONTRACTORS LJCENSE. T. CONTRACTOR .SHALL OiJTAIN AND SHOW PROOF OF A DEWATER/NG PERMIT FROM STATE OF CALIFORNIA, REGIONAL WA1fR QUALITY CONTROL BOARD PRIOR TO Tr/£ START OF EXCAVATION. I.R.W.D. DOMESTIC WATER NOTES A THE WATER SYSTEM IS 10 8£ INSTALi.ED BY TH[ DEVELOPER. ALL WATER SYSTEM WORK SHALL CONFORM TO THE DISTRICT'S "PROCEDURAL GUIDELINE ANO GENERAL DESIGN REQU/R[MENTS" AND ·coNSTl?UC/lON MANUAL: AS LAST REVISED. B. Tl/£ DISTRICT'S ENGINEERING OFFICE SHALL BE CAU.£D FOR INSPECTION FOUR (4) WORKING DAYS BEFORE START OF WORK AT (949) 453-5300 OR (1149) 453-5615. C. A PRE~CONSTRUCTION CONFERENCE OF REPRES£1HATIVES FROM AFFECTED AGENCIES AND TH£ CONTRACTOR SHALL BE HELD ON TIIE JOB SrTE 48 HOURS PRIOR TO START OF WORK. o. PJ~Jf:'l~u~W.M 1s ro BE STAKED sr THE D£VELOPER's ENO/NEER AT A MINIMUM 5o-roor STAT10111NG 1r mERE Al?E No £: AM' WATER SERVICE. FOUND TO BE WITHIN A DRIVEWAY OR SIDEWALK SI-/AU. BE REMOVED COMPLETELY AND RE/1/STAUEO Al THE PROPER LOCATION AT NO COST TO THE DISTRICT. F. All MAIN LJNE V/ILVES SHALL BE MA!NTA/1/ED SO AS TO BE ACCESSIBLE DURING TRACT D£\IELOPMENT, AND ALL VALVE STEM . TOPS HA\1/NG Ol/£R 48 /NCI/ES or CO\IER WJLL REQUIRE AN EKrENSIOII AS PER STD. DRAWING W-23. G. Ill RESIDENTIAl. STREETS; l7!£ TOP OF TH£ PIPE, 10-INCl/£S AND SMALLER, SH.ALL 8£ A MINIMUM OF 42-INCI-IES BELOW THE RN/SHED STREET SURFACE AND 48-INCHES BELOW RN/SHED STREU SURFACE ON ALL PR/IMf{'( ANO SECONDARY $TREES. H. ALL ARE lftl)RAf\lTS SHALL BE SET WITH THE BDITOM FLANGE 4-/NCHES ABOVE THE CONCRE1r PAD OR SIDE.WALK • AND S/-/illL 8£ LOCATED A MINIMUM or 3 ;FEET FROM THE £CR OR BCR AT l}/£ 1/fflJlSECTION. I. AU WAID? MAINS 6-INCHES THROUGH 12-JNCHES SHALL 8£ Cl:ASS 200, Al\'WA C-900 PVC, UN/ESS OTHERWISE NOTED. J. NO TAPS OR OTHER COIINECTIONS SHALL BE MADE TO EXISTING DISTRICT WAJER MAINS PRIOR TO CONDUCTING AN .Af'PROVEO PRESSURE TEST ON THE NEW WATER DISTRIB!ff/ON SYsrfM. TAPPING SL££\!£S SHAU 8£ PRESSURE TESTED IN AN APPROVED MANNER IN IHE F/£1.J), Ill. _THE PRESENCE OF THE DISTRICT INSPECTION, PRIOR TO TAPPING OF TH[ AIAJN UN[. TAPPING OF THE hWN LINE SHALL NOT PROCE£1;1. UNLESS A DISTRICT INSPECTOR IS PRESOO. K. WHERE MEJERS AND METER BOXES ARE 1.0CATED WITHIN .SLOPES, THE ANGIE MW:/? STOPS SHALL BE SO LOCATED THAT Tl-/£ METERS AND BOXES WILL BE PARAU11 AND FLUSH, RESPECTIVELY, WITH THE FINISH SURFACE. L. NO MITER IS TO BE PLACED Wf/HIN AN'f SIOEWAJ..K OR DRNEWAY AREA M. CURBS SHALL 'BE INSCRIBED USING· A 4' GRINDER WITH A "W" INDICATING LOVATIONS OF ALL DOMESTIC WAJER SERVICES. N. INDIVIDUAL PRESSURE REGULATORS AR£ REQiJIRED BY THE UNIFORM PLUMBING CODE IF A\lfRAGE STATIC PRESSURE IN TH£ M.AIN IS 80 PSI OR MORE. • O. CURBS SHALL BE INSCl?IBEO USING A 4" GRINDER WITH 7/E /JOWNS FOR All VAll'F LOCATIONS. . P. THE COi/TRACTOR SHALL EXPOSE ALL JOIN POINTS TO TH£ EXISTING 00/JESTIC WA!ER SYSTEM FOR VERIFICATION OF HORIZONTAL AND VERTICAL LOCATION BEFORE CONSTRUCT/ON. Q. FINAL INSPECTION FOR WA'TfRUNES MUST iNCLUDE WATUI SAi.iPL£$ THAT WIU. BE TESTED FOR CONOUCi/V/7Y, TU/?8/DIIY, AND ODOR. TH£ TURBIDIT'f MUST BE LESS THAN 2.5 NTLJ AND THE ODOR MUST BE l£SS THAN 1.0 TON, NOT TO INCLUDE Cl/LORINE 0/JOR, TO 8[ ACCEPTABLE. R. THE CONTl?ACTOR WORK/NG ON I.R.W.D. IVATERUN[S MUST HAVE A C-34 UCENSE OR A CLASS A GENERAL CONTRACTORS UCENSE • , S. CONTRACTOR SHALL OBTAIN ANO SHOW PROOF .OF A DEWATER/NG PERMIT FROM STATE OF CAUFORN/A, REGIONAL WATER OUAUIY CONTROL BOARD PRIOR TO 7HE START OF EXCAVATION. . j.R.W.D. RECLAIMED WATER NOTES: 66+GO.OO PELICAN HILL ROAD ~ \ / PEI Ir.Mu HI' ~ 1, v1S)A __,,,-CIRCc.r ~ 1'q. .--\ RIDGE RD, ,- PROJECT LOCATION •• A~ 10+00.00 PELICAN HILL ROA!l = ~10/4- 28+48.69 NEWPORT COAST DRIVE ~°( tih~ /./ti))) fl MARRIOTT ~ CITY OF NEWPORT BEACH LOCATION MAP NOT TO SCALE UTILITY OWNER Cl1Y OF NEWPQIIT BEACH (TRANSPORTATION & DEVELOPMENT SERVICES MANAGER) (CIVIL ENGINEER) MAINTEM4NC£ MANAGER COUNTY OF OP,ANGE-11,Q,M./'J • (STREET IMPROVEMENTS INSPECTOR) CONTACT RICH EDMONSTON FONG TSE CRUZ VALENZUELA MOE /ORIS DAX IMGLAW/G II/Kt JACK -IRV/11£ RANCH WAIER DISTRICT ., (INSPECTOR) BRNJ.JACKSON (USA1 PACIFIQ OCLL (CONSTRUCTION) ' (ENGINEffilNG) SOIJ1HERN CAUFQBMIA EDISON (INSPECTOR) (TRANSMISSION) BRENT JONES MARIANNE LINDLER .... , " (949) 644-3J45 (949) 644~JJ24 ·. (714) 567-7875 cru (714) 9J6--9749- [. 94il) 453;;.5615 (949) 453-053()(1 (714) 962-2411 (714) 666-5718 (949) 458-4423 (949) 472-79JO ., /. f, ---·-. ,-. AND WA~N/1/G DE:VICES AS P£R TH£ CURRENT STAT£ OF CAL/FORNI!;, DEPAR7MENT OF WAIISPOR1i"110N, MANUAL OF. TRAFFIC COmROLS AND TO THE DIREC110NS OF THE COUNTY'S INSPECTOR. • 11 .. R.O.M.D. STANDARD PLANS SHAil. TAKE PREC£DENCE OVER AN)' CONHlCTS a:CEPT FOR STANDARD PLANS AFFECTING UTPJ/Y COMPAN/tS, IF THEIR STANDARDS ARE MOR£ STRINGEF./T. • H. ALL LATERALS AR£ TO Bf: STAKfO BY A SURVEYOR BEFOR[ TRENCHING ANO A COMPLETE SU OF CUT SHEETS SUPPLIED TO TH£ DISTRICT INSPECTOR. /, AU Sfli'ffi MANHOLE LJOS />RE ro HAVE "!RWIJ" CAST THEREON AS SHOWN IN ORAl'i/NG S-1. (I) ALL OFF-SIT£ REC/.AJM£1) WAfER SYSTE/.IS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE POTABLE WATER SYSTEMS. (2) RECLAIMED WA7ER PIPE. SHA1.1. BE PURPLE PVC C-900 PIPE, CLASS 200, MARKEi) AS REQUIRED BY THE DISTRICT STANDARDS TO IDENTIFY IT DAVE BALDWIN SOUTHER/I (;4UFQRNIA Gi\S CQ, (D!STRIBIJTION) 1-----"'------'.,;c;,;~.---·-·--li---'-----'"---I---.:.........;_ (714} 634-J267 \ J. THE DISTRICT WILL INSPECT AN!) TEST fflE SEWER . COLLECT/OIi .SYSTEM AND IATERAL SEWERS TO T/!E PROPERTY CLEAN-OUT. AS RECIJ.JMED WATER. COX CO/,IUU/1/CATIQIIS 12. WHERE UNDERGROUND BACK Fili IS TO BE PIAC£1) UNDER A PREVIOUSLY PLACED OR fXIS1JNG CON DU Ff, MINIMUM I -SACK SWRRY /JACK fllL WILL BE PROVIDED. PRNATEL l' OWNED SEWER LATERALS FROM llif PROP[RJY UN£ CLEAN-OUT 111LL BE INSPECTED NifD TESTED BY 7HE CITY OF IR\1NE OR OTHER APPROPRIATE AGENCIES IF ours/DE 7HE C/iY OF !/MN£ (3) ALL t-lNCN AND 2-INCI/ COPPER SE/MCES SHAU. BE WRAPPED CONTINUOUSLY WITH PURPLE MARKING TAPE FROM END TO £1/D. (CONSTRUCTION) COOPER CHARLET0/1 (949) 546-2812 IJ. AN'f tmLmES UNDER PAVW AREAS OF PRIVATE STREITS Sl-!4LL HAVE A MINIMUM OF J(f COVER AND DEVfLOPER SHALL PRO\liDE PRNA'/t IABO!rATOf{'( COMPAC1/0N CIJITIFICAJTON FDR ALL UN/JERGROLIN/J lll1LJ'/'lf$ PRIOR TO AM' PAVING. 0£:VaOPER SHAU. SET UP A MEETING WITH THE INSPECTOR AND THE PRIVATE 1.ABORATORY PRIOR TO ANY TESTING. 14. ALL TRAFFIC MARKING AND srRIPING SHALL BE STENCILS WHICH CONFORM TO CALIFORNIA D . .O.T. NOf,/-MITRIC STANDARD. .• 15, 1/0 CONCENTRATfD nows ACROSS ASPHAI.T PAVEMENr. I • • K. INRLTRA110N AND AIR T£$1NG OF 58'/f:R LJNES 51-iALL BE IN ACCORDANCE Willi THE 1)/STR!CI'S "PROC£DURAL GU!DELJNES·AND GENERAL DESIGN REQUIREMENTS" AND "CONSTRUCTION MANUAL,' AS LAST REVISED. L ALL SElYER UNES SHAU. 8£ 8AfJ;E() IN T/1£ PRESENC[ OF THE D/S1RICT INSPECTOR BEFORE COMPJBION OF ALL LEAKAGE TESTS. M. PIPELINE /£AKAi,£ TESTS SI/AfL BE MADE IN lHE PRESENCE OF THE D/SfR/CT INSPECTOR, ONLY mER /l4.0K FILL HAS BEEN 16. SUR\IEY MONUMENTS SHALL BE PRESERVED AND REFEREJICED BEFORE CONSTRUCTION AND R£P1AC[D liF1£R COMPl.fTE/J, COMPACTION TESTS ON BACK RU. HAVE BEEN MAD£, ANO THE BACK FJL/. HAS BEEN ACCEPTED BY THE DISTRICT CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONAL CODE. INSPECTOR. , IZ ALL_ STREET Sf_ CTIONS TO BE DUEi/Mii/ED BY l?.D.M.D. MA1fFIIAI.S I.AB. AT (714) 567-7677. REQUESTS FOR SA\/PIJNG SHAU:, N. ALL_ SEWER MAIN LJIIES 6-/NCH~ AND LARGER ARE TO BE INSPECTED BY THE DISTRICT /JS/NG A CLOSED CIRCUrf THEVISION • BE MADE THROUGH THE COUNTY R.D.M.O. INSPECTOR AFTER GRADE RE1£ASE AND PR/0,9 TO UliLITY P1AC£MENT. • SYSID,/. A VIDEO TAPE RECORDING WILL BE II.AD£ OP THE INSPECTION. 1/'J. WHENEVER THE EXISTING PAVEMENT .JOINTS ANY PROPOSED PAVIJAENT, CONTRACTOR SHALL SAW cur, 0\/fRI.AY THE 0. 711{ CONTRACTOR IS TO PROVIDE THE DISTRICT W/11-1 AN AS-BUILT Sf.T Of JOB PRl,\fTS WITH Tl[ DOWN MEASUREMENTS FOR PAVEMEJIT AS NECESSARY TO PRO\IIDE A till/FORM 1.7% STREET CROSSFALL TO SATISFACTION OF R.D.M.D. FIEl1> INSPECTOR. Atl.~_lERALS AND MANHOLES, • P. BEFOR/;'f//,/AL ACCEPTANCE, Tl-IE DEVELOPER'S ENGINEER SIGNING TT/£ Pl.ANS SHALL FURNISH THE DISTRICT WITH A SIT Of • AS-BUIL'f'l;f{J.ARS OF THE SEWER PLAN. • Q. CURBS S!Wcl:81;-INSCRIBED USING A 4• GRINDER WITH AN "s" INDICATING WCA710NS OF ALL SEWER LATERALS. STORM DRAIN NOTES 1. AU. CONCRETE IN REINFORCED CONCRUE STFIUCTURES MUST BE MINIMUM 3250 POUNDS PER SQUAflf INCH, IN 28 DAYS; OTHER REQUIREMENTS INCLUDING TYPE OF PORTLAND CEMENT CONCR£T£ TO BE DETERMINED BY R.D.M.11 MATfRIA!..S I.AB. 2. ALL PIPE LENGTHS ARE HORIZONTAL PROJECTIONS, UNLESS OTHERWISE SHOWN. S\'l/PPNOTES 1. NO SNifOBAGS WILL BE USED WITHIN STREET R/W USED AS PUBLJC TRAVEL WAY (MEDIAN ADJACENT WORK PHASE) 2. SWPP'S TO BE CONTROliED ON~SffE OUTSIDE OF STREET R/W. PLAN INDEX SH£IT TITLE SHEET INDEX MAP, CONSTRUCT/ON NOTES & QUANTITIES STREET IMPROVEMENT PLANS STORM DRAIN PLANS b, SANITARY SEWER, JJOMESf/C WATER & RECLAIMED WATER PLANS a..':l SIGNING & STRIPING PLANS TRAFFIC CONTROL PLANS ~FOR REFIERl!ENCI!:-ONLY •• TYPICAL DETAILS TRAFFIC SIGNAL PLANS ~ PER SEPARATE PLAN St:T. 3 tfiu:fiftie-CAVATIONS ill NATIVE SOIL, SHORING SHALL BE PROVIDED TO SATISFY SiA1f. OF CALIFORNIA ~ $!,;15: ~£1/:1:Sl'.Gtl!>'. en Jlt!r;e:r.s S 111!\0U(,,I\ (S~ :~~~" f-SEE Cl1'f IJF t!t:.F~I.RIJ.'iallE·"'' p~.fl-•. OTEetr.n;::i,,c •• MTI'O'JJ f,Ni7;?. f;U,A,: 'Ql!/.p"pt,R'IJ, n.o~.VlS:Al::P.L, /JJJi,!)(I'{(/# 4. PIPE CONsrRUCTION IF FILL AREA MUST BE COORDINATEJ) W/111 THE GRADING TO INSURE THAT WHEN THE nu. OPERATION ~ CtT)'ol' NtrWPcRT 8\'if\C.)-1 APPROV£0 ' ..,,..,,.,.,., f/AS BEEN COMPI..EJED AT GRADE THERE 15 A MINIMUM or 2 . FEIJ' OF RLL ABOYF THE TOP OF PIPE. DRY UT/UT/ES . • CITY OF NEWPORT BEACH ENCROACHMENT PEAw.rf No. NP 2005-2SS9 1J.Q., 1 2 . VNI/ERGRQUNQ S£RV/CE ALERT USA (800) 422-4133 (CONTRACTOR SHAU. 00 UTll111ES -24 HOURS BffORESTARTING 170Rk OPffiATIDII) .) PAIVA TE ENGINEER'S .NOTE TO CONTRACTOR THE EX/SfENCE AND LOCATION OF ANY UNDERGROUND Ulll/11£$ OR S7RUCTUR£S SHOWN ON THESE PLANS ARE OBTAINED 8Y SEARCH OF AVAJLABlE RECORDS. TO THE BEST OF OUR KNQYll.£/JG[, THERE ARE NO EXISTING /J/1/lTlf.S EXCEPT mos£ SHOWN ON THIS PLAN. 11!E CONTRACi0/1 IS REQUIRED TO TAKE ALL PRECAUTIONARY MF:ASURES TO . PROTECT THE !ff/ll'flES SHOWN AND ANY OTHER LINE OR STRUCTURES N(Jf SHOWN ON PtAN AND IS RESPONSIBLE FOR THE PROTECTION OF. AND ANY DAMAGE TO THESE LINES OR smuCTURES. CONTRACTOR SHALL VERIFY ALL CONDmONS AND DIMENSIONS AND SHAll, REPORT ALL DISCREPANCIES TO THE ENGINEER RR/OR TO THE CDMMEIICEMENT OF WORK. • 3-8 9-1 i 12-15 16-17A t-----------~---,-------,;,__-------------11 1a-2J NOTICE TO CONTRACTOR 2254 _26 PURSUANT TO ASS£Mfll.Y BILL 3019, NO EXCAVATION PERMIT /$ VALID UNLESS THE FOLLOwiNG JS PERFORMED: 27-31 L UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED:AND HAS PROVIDED.1/NQU(RY I.D. # 2. TN£_ UNDERSIGNED A~REES TO CfJIITACT., AND OBTAIN AN INQUIRY I.D. # 'FROAi UNOERGRO/JND SERVICE ALERT 5. ALL WORK MUST BE IN CONFORMANCE WIIH rHE ORANGf COUNTf R.D.M.D. STANDARD SPECIFICATIONS ANO MUST BE KEPT ffi · J/j;f'Ts,t~J,g1,.;0~~jJ;/!cF#fM/f!.i!>, y· , ~ (FIRE HYDFWI/T LOCATTONS ONLY) ON THE JOB AT AU. 7/MES. I\ Ri,\ Div: J, ~.Iii/. AIM•ID•"1'15N1', SC/!. S~TS:?;t,1:<,1},1,; •~ io/,,/o S.R. # !1630J, /134399, #122473, 10' 13, '05 6. n-tE CONTRACTOR MUST NOTIFY 11!£ R.D.IJ.D. INSPECTOR_ AT LEAST ll'IO (2) W/'/RKING OAYS PRIOR TO COMMENCEllEN, OF ANY 1 1/' CONSTRUCTION Bl' TEIEPHONING f'14) 567-7804, OR BY WRmNG TH[ ORANGE COUNTY R.f).M.D., ATTN.: CONSTRUCTION, A AfJ(IS() fJ!f'f /?A ' • ,d_ ORANG£ CDU/lflY FIRE DEPARTMENT ,._ DATE COUNTY APPROVED Pl.ANS DO NOT RELJEVE CONTRACTOR/DEYELOPER FROM IIESPONSIB/l/JY TO OBTAIN PUBLIC PROPf.RTY PERMfr WHICH SHAU BE AVAILABLE ON Tl!E JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN TH£ P/JBLJC-RIGlfT-OF-WAY. (1-B00-422-4133) :4T LEAST 7WO (2) WORKING DAYS PRIOR TO COMMENC[!'ENT OF EXCAVATION, SIGNED~----~:_ P.O. BOX 486' SANTA ANA, CA. 2702• .~ ff!J!f:,/0, 4 t:rr:tfr/t!:J,/JiNJ$UPJ!~-l!!Jb$'!' £/Y. ,'J/t,...J., IRVINE RA'_._. NCH WATER Dlt:M"DICT 7. tJJ. FILLS MUST BE coMPACiED ro go:i: REIATNE coMPAC'flON AS om:RM!NED BY THE CAUFORNJA JEST MEmoo NO. 216, "' ,.,,,,,,,,. .,... .,, ,,...,,. o I n COUNTY OF oo ANGE DEVIATIONS·. BENCHMARK ~ 1978 "FNE l.AYEfi METHOD" AU BACK F1LL MUST 8[ FREE OF 1/EGUABLE MATTER. ,..,c}, ,....,_ ,/f..,fl),,,... ,.,,.~ 1.)/.,,,:t • APPROVAL OF DOMESTIC WATER, flM • r,,; • RECLAI/.IED WA/ER AND SEWER FACIIJl1ES. . D"'" -rlO Q ,. THE BEARINGS SHOWN HEREON ARE BASED ON THE BEARING NORTH 49A2J'{}rf WEST ALONG• THE CENTERLINE OF (.') 8• A~0s~~r!/&f~9}f.!ftfw[fRsiiK1~51u1f r!f01~zJ~t}RD'}Jf/Jk11W!J,Mi(;f fi£J~Vlgf0J{J.iE,./j~ilgf0fR DMWPER CITY OF i\_!E_ VIJP_ ORT BEACH C'\. ..1 .~ c~~.,@2 w/o's 408J9, M.0 & .§Z5M 1.c;:_Tl~N ~oiE:.~~D.&s::i:;~v;~.1115 _ CURB RAMP. ~~~r;:~:~~~~o soum (FORMERLY LOWER LOOP ROAD) AS SHOWN ON RECORD or SURVEY NO. 89-1132, -~ - 9. ALL REINFORCED CONCRET£ PIPE MUST BE BEDDED IN ACCORDANCE wrm PIPE BEDDING DUAIL PER R.D,\I.D. STANDARD CM~OAl"'U"<n:::ll.n" ce='rr 1\1 ""'OC::-t'>C/'.nf'A Vl/4J\ ~ 1/1::{t>6 2. DEVIATION FROM R.D.M.D. STANDARD Pl.AN 133-1 -A.G. PAVEMOO REPLACEMENT & RESURFACING BASIS OF BEAR11:1.10 0 PLAN 1319. ' i;;;;n,...,,, vn,ll,i!;;;l~ 1 r n,1,, • i,O. c.v .,,-,;,~,:;;--/!/PPROVED BY: DATE • J. DEVIATION FROM /1.D.M.D. STANDARD PLAN 1J19 -PIPE BEDDING DETAIL 1'1 8 to. CO/ffl?ACTOR WILL NOTIFY R.O.M.D. MATf/1/ALS LAB (714) 567-7805 4B HOURS PRIOR TO D--LOAD TEST/NG OF R.C.P. FOR CITY APPROVED Pl.ANS DO NOT RELIEVE CONlRACTOR/DMLOPER FROM 4. OEVIAT/011 FROM R.D.M.O. STANDARD Pl.AN 1209 -DRMWAY ACCESS. 0.C.S. B.M. JT-1-92 NGVD 29 Elevation -235.26' • •· .• ~ r=1 / 0 - VERIFICA/lON OF RESULTS. RESP0//$18/L/'/Y TO OBTAIN PUBUC PROPERTY PERMIT WHICH SH41.L 8[ Jw ··--· l su~-BY: 5. DEV/AT/ON rnqlJ ~-STANDAR~ D'!. 1685 -MOW STRIP.. DESCl?IBED BY ocs 1992 AT TH£ SOUTH £4S1ERLY PART OF THE INTERSEC/lON OF NEWPORT COAST OR/VE AND d o 11. PRIORD~01D.THl~'fPiACf01.RlfJ[,0TF j,"EOIJ!:/OR~'~DNRAIMIN~SROJUEiBMENG[;ID, !,HIES D0EV£F ALDOJ:,.£U.~'t SSTROIL,.NENG~lNEE10R5SUHALLPPORTC£77RlliEFYSTRINU\I\G~lfRNES(i !£0 AVA!l:ABLE ON JHE .108 AT All /lMES WORK IS BEING ACCOAIPUSHED· ,, • ..,.~_ f!, .,.,._ .-. . . • ._,f_ OAJE,, / ~ AP --' ,.,, ., ~. _ • ,.£_ ~.,..,_ P£UCAN HILL ROAD SOUTH, SU i\T THE SOUTHWEST CORNER OF A 15 FT. BY 4 FT. CATCH BASIN, 60 fT. S'IY. ~ N THE Fl. ·•·. ,,.,, EC,, "''' m ~, m ,, '"' c ""' me c m · ,v "" IN THE PUBLJC-RIGHT-OF-WAY. _;" ,,,,,.,.;::)""""'BY.·•--~t!,,,o ·, .,.~ OF THE CENTERLINE OF NEWPORT COAST DRIV[, 85 FT. EASTERLY OF TH£ CE.NT[.RLJNE OF Pfl/CAN Hill RDS. ;;, 00 lr~AN't-·,-AN_n_c_lPA':".-:IE",'"D_L"'."OAD-;-;S.'.":""_--:-'.":'.""~-~-:--:--:-;--:""".""'.--:-'.--.::-:""'""'.""'."':'----:-,-r,~:;,v.-;-;r.'.':';:'f'==-""""'="""".::::~~:';"''=::,==::":~=;"""'-----r----~-·•"-"'-'"-'f}-·11~;JJ::-~~---;;:i· -~!ih:--1'!,l· 'reavy,,,--D._14_TE __ ..J.. _____ s;.,/GNA;..;.;.TU,;;.R.;;;;E....J:7~'71 -;:::::-;::::-:::==:---_;;;,;TE;,;;_ ___ ...,.. __ .J.. _____ ,-_______ ,_,, _____ .....,. ____ ,--_____ J.,.:~:_· J ~ --~ ;:;;~i:::::c4;:;;;;:~s.~s;:~ X: ~::ss:·::"::; 1-~:=-~~ (:;=1-1-.-"",s~.)~1>-· -,µ;;;¾'41 ;:,~~-~ PLANNiWQ ;~~~~~~: SERVICES ~sio@; -~-. ... o~~-1----P_e_l _le_, AN_-_H_rl_1_,· _R_O_AD __ -_s_r_R_E_E..;..·· ._l_l_~_:?_R-'. _Q_VB_. _~(ENT ___ P_LAN_. ----II ~ !fl r---.· lff (Y) ""' / 1/l +' u (jJ ·-, 0 '-0. / _.1!:.._. ,AD:S:tlS'T OFi:.IENr,trrtON OF :z" HErER ON .:Slle:E'T 12. t Tu t -~ ~ Di j, ~1.LEN 1/;c,~~ ~ STANIEC CONSULTING INC. "''')~if;)~· lTIXE[R!~E OO~tF'~ TAT·· LE s·_ll.Jl ___ •.·-16 ..... , .. ·,.-.ro:_-',,.·_-r.. • ~ &, R£V/5EE. f'F.V LJXATION5 ANO f0IT77NG9 ( 5HT:>. 2,p.,,12, 14,i 1!5) -+-11.';;~-~-fl-J· Cf:> ,...,,. ~ /7 .§ ;'§ ~ ~ ~~ 19 TECHNOLOGY DRIVE ~ H !Ill b ,., -~---· oUAJfnvtis 11\"P'!!f'ro<'.Vf IN TEES, 400EO Pi'\6F!L.ES) UPO.,,Ti?-D Not'ft.§A.Ni:>' <:, '1 gr,~~ ~.-------->11.1,,,/-.s;IQ'-= No 59808 = . ........... .. -. .. IRVlNE CA 92618 550 NEWPORT CENTER DRIVE <( I,\ W!f,P}ovCS'feEP X-GIJ/ )t!!.'k{, AOO ~~'?;;, 13.V./t!/NG cut;a A'AMP5 ~ t!NY. 7i!N IK. ~:r:. "ll~lo& R.C.E. L/ EXPIRATfON DATf. ,I< Exp, 12/31/.QL * 1-, ~-"';:ru!"1~ 49.923.6000 NEWPORT BEACH. CALIFORNIA f------··---------------~.-~--·---·---•---ll l- _b',d MOVEW, P£!.7'.All,c UPPA7'€:J?. Qt.tANr/7'1/ES AP-VISE;;D (SN,s. z,s.,9~,:;,(, {2.•'f) THIS Pl.NV IS SIGNED ff,,-Pl.AN/I/NG & DEVELOPMENT S£R'VICES FOR CONCEPT AND ¾ C!V!L ~ ' -.com • ...I T AOC?_(-CHANGE CONfiiT NOT'f~S. RE.V/5/z QU.a.N:!Tii':.$(51-Z/'!f. J Jv/A,iER {A/..5) ' \.!AJ 1 . Olu AnHERENCE TO COUNTY SfANDARDS AND REQUIREMENTS ONLY. Tl/[ COUNTY IS NOT i,l" or c~'.0' J I . ' I I 3 0 I (949)720-2200 COUNTY OF ORANG.E ... -'-----~--,..-----~~--11 UJ : • REVISIONS ~--·-OATl' -0011s1BLE FOR DESIGN ASSUMPTIONS AND ACCURAc:-r. DAJ..£ A rlATSON -·· R.C£. 591308 • ~P. 1;731 /~l ~11t11Hii:va..1:mal'l'W>.11A~!l:m'l:li!i?Am1!.a'I!' .-SHEET 1 OF 31 o > C 0 D :s /l. " 0 N ~=-=-===========~====="'"'"''"''"7'"-====,=========""'-======•.,,..-==--=:-·==---==-=-=-· ~=-.e ====·•====="==="=c"'::=-o-NS"::";T:'='=R::=:=U""""c""'=T="'10="'=N~N"'="'o==re===s=""""="A":"':N~D=o=""u:"':"'A':"":'N"!':::,T=':::IT~IE="!S~~=-==-=-=~ R/1-w-· ____ __:_40'--'-----8•0t•----·--4_0' ___ -:8-:' -jRr• W 81 32' 32' . 25' 7• 7' 25' I cci,:,(,}1'7"!:\w ,,j "-. EXIST. WALK EXIST. C. & G. PELICAN HILL RD. (CITY OF NEWPORT BEACH) GRAPHIC SCALE 100 200 t== I :t. inch = 200 ft. N.T.S. PELICAf\JtllLL ··GOL.FeotJRSE· I RAISED M~ ~~t(ING ·----c;;.;; (])-PAINT ME:DIA/1 NOSE wm ' LY REFLECTIVE PREMIXED WHIT£ ~A!NT WITH GLASS BEADS. (jf_)--INSTALL FL£"Jllil ERTIC.4L TYPE OM2-/V, 01.12-iH MARKER. R4-7, R6-'io~-I ON TELESPAR POS~R.D.li.D. STD. 1409. --- (;j}:f{!/frALL YELLOW REFLECTIVE PAVEMENT MARKERS ON li. OP SURFACE OF MEDIAN CURB )JOSE ~r-C. _....,.-SPACING (MIN. 5 MARKERS) PLACE REJl.ECTIVE SURFACE OF MARKERS PARMJ.El TO '< OF ROADWA7"'--";.,_., ___ ,-,_, ____ I•'--. __ ·•"'-'•. ___ .,·• , _:- UANTITY J,i50 2,191 1807 3,150 20,1387 9,623 1,196 777 339 .l I 2 ' 5 •.• """ --::::-7 CONSTRUCT 12" PVC SOR-.J5 SEWfR LINE PER IRWD STD. S-6. \;_; {~INSTALL 12° PLUG 82 I UNIT L.F. LF S.f. S.F. S.F. s.r. L.F. L.F . L.F. D\. -.-, ---·· DO:v:ESTIC WA TEA CONSTRUCTION l\'OTES /~--j CONS/RUCT 12" PVC C-90b_:_CL...c2..c00:..c...:WAc::7ccER::c. "'u11ccE:c-:cPF=cR-=1=R11/c:D-Sc:T::cD.-=wc-_-:lccl.--------------------·-,-----,7;:;1--.-,L.'F~. ~i! 82 , CONSTRUCT !Cf PVC C-900 CL200 WAT[R LINE PER IRWD SW. W'-17. 21 L.F l+-=_.s:;"-i-=:':::::::"':::--'cc-:::~c"-::~=~==.:::-::-;;-;;:,-;;;::;;-;;=-::;;c;;--;;~:;-------------------------r----c.,.---, --{CONSTRUCT 6" PVC C-900 C/200 WATER UN£ PER IRWD STD. W-17. _____________________ _,_ __ 29 __ --+ L.f'. /NSTfiJJ. BRONZE COMPANION Fl.ANGE wmi 2" THREADS AND 2" DOMESTIC WAiER SERVICE FOR WATER MITER PER IRWD STD. W-2. EA. /NSTAl.i. 12" BUTTERFLY VAi.VE PER IRWD STDS. W-22 &: W-23. SEE SEC. 15100-15 FOR TESTING INSTALL Ir!' GATE. VALVE PER IRWD STDS. W-22 & W-23. 2 4 J e' I ' EA. EA. EA. EA. EA EA. LF EA /J. EA. EA ,~: ---· -----~ .. _.:+...-._:. ---• N GRAPHIC SCALE 0 20 40 "' j I I I ( IN FEET ) 1 inch = 40 !L -, ---~-.--------- -..:=1 ..• -------------1----_----_:1 • ---c __, ...... ~---------· - ~ ----_ --::_ --+~--~1~-~{_-~i::~- ''° j -·----!-----' --· --"I ---- --+ -.: _:__;~ - -40' GOLF CLUB ENTRAl\!CE DETAIL "3" SCALE: CURVE DATA TABLE --PURVE DELTA I RADIUS LENGTH Cl 180'00'00" j 2.00 6.28 I ! I C2 14"42'33" 583.00 149.67 12'45'14" 275.00 61-21 C3 I C4 166'42'59" 4.00 1'1.64 I C5 Cf27'01' 96.00 0.76 C6 85'08'52" 25.00 37.15 C7 180'00'00" 5.94 18.66 CB 81'07'5o" 25.00 35.40 C9 09'50'06" I 145.00 24.89 C10 05"49'51' 245.00 24.94 I C11 03'50'19" 530.00 35.51 C12 05'49'51' 245.00 24.94 IL I 013 1(T00'0.3" 143.00 24.96 --. ~- --~~=~~=~-~ . . .. ----~~ . --. • --t-:1,::-S • . ~-. --.-~---occ-----·-. 1 .tr'. -.)<;..::-·-,. __ ',. ··~-:-~ < ·, ------,, , .. --·------ CURVE DATA TABLE -------··---TANGENT ;I CURVE DELTA RADIUS LENGTH TANGENT INFINITE f C14 1()'00'03" 440.00 76.80 38.50 ! 03°56'35" 75.25 I! C15 500.00 34.41 ! 7.21 30.7.3 ! = -,_ ;,·----:_1-~,, _....,_-, 4"' ~-p .J ..... ___ I I , -----~ ;,<t, • ' , .N' ', .,,;,r -• --34.35 C17 18"0.3'50" 540.00 170.25 85.84 - 0.38 ' C18. --- -~/'~ 1,1 . h • . -• 22.97 ill, CT9 -03'4T'14" S§ti:'50 -38.oo INFINITE C20 03°00'02" 477.00 24.98 12.49 21.40 ·: n G21 06'59'57" 204.00 24.92 12.48 ----· i I 12A8 I i C22 01'36'48" 575.00 16.19 8.10 12.48 Ii' C23 05~55'24" 440.00 45.49 22.76 , 11 ----· 17.76 LINE DATA TABLE ----- 12.48 II LINE i BEARING DISTANCE ! lj u I NJ0'06'57" W 4.7~ 12.51 I di L2 N3.t'1 ·1•5_t:.w ~~6.3 ,, & --- LJ . ~ N37'57'40"£ ·q "' Q 1.09 i '\ L4 N56'01'.30"E 13.03 i ) -'----' , ___ o~LrnoN No1ii7 "°'2 -------~_,,. C 0 u C C 0 .0 " -~ ).: ro ~ 0. ~ N "' 0 0 N ' 0 N ' "' 0 w I= 0 -' [L a, ~ " m V) 0 0 -~-n. / "' ~ .,, 6 ,o ,, ,,., n GRAPHIC SCALE '£ "' 0 20 "' 60 0 ~ ·o I C " <' I > ' G I ;z ~ I "' I 0 '· I j I l j I j I ( lN F'EET ) 1 inch = 40 ft.. -40' -4' I'------!---------·----------·-----·-··--------- (:2J6.J5) FS MATCH -r:~;~~----- \,s1°1N LIMITS UN°f'I'. R.D.1.1.D. ,.,.,., ____ _ SIDEWALK RAMP DETAILS "i" and "2" SCALE. 1 " -1 O' I I 1-1-) 1~ I 242.06 FS. 31.43' DEMOLmON NOTES (243.30) FS MATC/i -Ei!STING' - SAWCUT, JOIN EXISTING S!D[WA ' @ EXIST. JOINT ' 1 ' -----:---·-~.' . -; : ' -• --::::-:----:---...c;._,_,._._ -'. . .;, ' , - . 1 ~ ~J--; . ·•· . • • _•· ·•. (245.60)FS,/ ___ --8' . _ ~'° _ < J~ff!@ EXIST. JOINT'-~ (243.46) FS _:,..-;~= • ,~, ... ' rs C 0 0 C ~ 0 .D m ~ -3: >~ "' "' a 0 N cl " 0 0 N '-0 t'"·1 ' 0, a w ~ ,. 0 ~ 0.. "' 3 " " N 0 0 ~ ~ 0. / a, • " / 0 "' " if) "' ,- ...;;:; -0 ·"-0 ,. "-/ > (; z ~ ~ 0 f I I I ! I I l •• ,.-• E i-· ••• • •• ' -•• ' ··-· -· .. --• -~vcctC::"'•. -·.=--. =c_•,~cc..,.-cc.--r:·;,··r·.: f.:_.'t =• .. ·j ·~ .. ·L J:5· • .. , .. . .. .. ,_.:·1. ··c· •·······..c-•··+-'···• ...... . =~L:~.=j?.:_,_:; ___ ;;.~1-_-::;_:_ -! .. °T -,~----_{::::::~;~:~--i:··-__ --±-+----..!--4--_, ,------• , --.---_,_-->< ---j-~ 1-·-i --t '. __ -; __ ._-_:~---t·:_-_J---:-\ ·--· ___ ,.,_,:]·_ ·1··-'."t1·.··.·~-;-~.-~-_..:: __ : __ ·_::'.f_-:__:.~-.f: __ :.":::.J.'.:_:_~.·~---·-L::_ •. -:·:.::.:.f-:_ _ _,_:_.:: ·"·---,-----,--·c.· -------,,, •••••• ,. •. 1.-·-·t---4---~---=_.::--+:::_ ~:,j;.,;~~~~etl~l"''35ia;" ·:---.. :::~-.::-:_=:~=--+-_:"_;-t_=-~~-':::-_-_r:----f:--; ::-; J __ : · E r-·-r·--~-~-· -~ --. : __ , -, --t-·r:~ ~=::-_-_-£:,:_ --__ :--~---: :__-~ -~ • -~-=-·_-£--~ .i: =--...-____ .. _ -i----i-· =-~i: l:: . .t ~ i . I . ·.-~.•.·.~._ ... ·.·.•.·.:_!,:_=:·~J..1:= .~-.•.:.•._~--.... •·.)!.:-·:: :~.:. •.·.·.·---: __ · .·. .-:.~.,~_1> .. :-~_::· .. ----. _· •i·.~.•. -\ -i -j -=-~ --.:::· --_ :~ -=--:=J-~ .. -: ;;~~!~.:~~=;;~.~£~;--~-~~=~~-.. ~:~-;-·"_ ~~--~~~~--f~·~=t-~-r~_-; __ ;-~i::-~~~~ :@id!z!;·::',tt c'=t'S ----r·=t·-f:·.c,·-••••••••• _ .. _._. _; ,! . ··-.. ' t ... '"-· ·-· ➔-~~-•-: , J~-·--~---~--->---~---· ---·--t·-1-----/.--~--«---,~ i:""1~~ ·~=t-·h""~·•: ~t~~.t [i/~tf £:l~ftti ---. -·--- .. • Di_:1:1E:::1:cc1 -•· -\ I -_-:1_--_-r-: _, ....:.r , ----+--~~-,L.,,'J ,~-• • ... -,--j···- ---:=--~~=T __ ~--~--~ ---=,~-~-- ----- -~---+-:.--r~=-.-:.. :·-·_ ~=~=}·--··. ::.~-~ -:::....~--+,:·d--::::~.: ·-=--=--r ____ ... __ _ ----7--·--=-:.--:-= .-:::::-::-:::; __ --:-::---' ---· ---.. --;---+==l==F-=+c=i=;= ---t----;=:: -i:::-::: ' -::__,__ ' \ ·~~ ~ =-~~~~~. ,. =~~ ~{ill~r /> ' ---1 ---'---- -=----'"'.:..::_=---"''----_f_ --~~:~_-=:E~~]~~=~.:-~=~: ==t;~~-~~--~ ---------·-··----· - --------<-- :·----~-·-~ .::::::-.1:-...:.....:r.=--:::: -----~--------· ----·----,·---=--=-=-' -· i. ---~ c:::: : ·-= --r _: ·---'--··-·---,_ ,.__ • ----- ----,---i ---1- _J:._, :_ t_l=~ :c j --• __ +,, .. . .~1. --ce:=-,.1 --.. -c.--f ••• t :t ---------,--- -....... ~ ..... ·-··· ·····--·. ~"'-" ••• ··==i,= -·-., •• • .L ,,~--·-r· -.. --.. _;~::.----:::::..-r-::--=· W.C.U!k\Vi -;--' -=--=' ---+ ::... ---_::: ---; -=--= -....-. . - -=~~:_:::J_--.-::.:-:..:...· --=t---·-::::-:·::.-;•--·--=t ~-_-:.:__,;_::--:._ ;_~= • ->----1" --:--== --=::..: -l- -{------ i \ > I ( \ ) .,=--J( --:c-: r- ',. .=t==t: ~~~~El=§:::.:···-t'·~ .. ( =E~f •• 'lf. ·c:·,oc:t:"'c:''1-t"'•• ':!:: \ -.~ .•• ~- ·f:•=!:-= • __ ,._ '--·--/ .,. ,. / =:==cc -~t:.=--:-.::: ( ' ---·-~ ·~••C-.-~ ' ----·t --=---·_ -~-:::-~::=:t_-~_-_t:.:-' l--· ., -----:--··----, ~-+---1--- ;-·-.. ·l ---:::±:.-· •••• ·' • --c •• L • ..,..~····--•··-±· ,--····~ 'IJJifli. -.=:cf=.==p~-• -1- -+---< ••• •-· c... :c· .c:r::cc • •• • '_ . : .. __ -----···-- SCALE: HORIZ. 1" -40' VERT. -4' 36 CURVE C1J I C14 ' I I C15 C/8 li --~..,,,CJ-?..--,. fr,, C18 I,,:,,..,::. c 19 I C20 I I I C21 ' ! LINE 11 L4 !' :1 L5 ,, I 1, 11 LS ~ CURVE DATA TABLE .. DELTA RADlUS LENGTH TANGENT "1 i 12'05'52' 290.00 51.2J 30.lJ ' I 168'14'!1' 4.00 11.75 I 38.BJ 180'00'()0' 2.00 6.28 INRNITE 2'27'4Ef 573.00 24.64 12.32 .~'JJS'.. ~. ~l._7 ;J!Q ~ ·-· -2i.J_O -· ~ ' -. . ' i 9Cf28'54" ~5.00_ J9.48 25.21 ;I ' . -· . -24.96 89'53'59" 25.00 39.23 ,- (120'01' .3474.28 20.22 10.11 J'DJ'28" 5093.00 271.81 135.94 LINE DATA TABLE . . -BEARING DISTANCE 'I N6Cf56'00"W 19.51 N6Cf56'0o"W 19,51 I N6(!5S'Dl1'W 6.00 LEGEND REMOVE AND DISPOSE OF EXISTING AC PAVEMENT CONSTRUCT A.G. PAVEMENT PER NOTES INDICATED ' i ', ., DEMOLITION NOTES [I}--REMOVE AND DISPOSE OF [)(!STING MEDIAN CURB AND MOW STRIP [I}-SAWCUT, REMOVE AND DISPOSE OF 12" WIDE STRIP OF EXISTING A.G. PAVEMENT ' ' ' \ ~ <" \ \ ' ' I ; '·,\ Q}--SAWCUT, REMOVE AND DISPOSE OF EXISTING AC. PAVEMENT TO NEAREST CONTROL JOINT 11]-REMOVE AND DISPOSE OF EX/Sf/NG CONCRETE FLAlWORK TO NEAREST CONTROL JOINT ffi-REMOVE AND DISPOSE OF EXISTING CONCRETE CURB ONLY. [1}--REMOVE AND DISPOSE OF EXISTING MEDIAN PAVING IIf·-REMOVE AND DISPOSE OF EX/STING CURB AND GUTTER TO NEAREST CONTROL JOINT I]}-·-REMOVE AND DELIVER EXISTING META1. BEAM GUARD RAIL TO COUNTY MAINTENANCE: YARD. [fil-REMOVE AND DISPOSE OF EXISTING SIGN. ®-PROTECT IN PLACE EXISTING ITEM INDICATED CONSTRUCTION NOTES 0-CONSTRUCT 6" CURB ONLY PER R.D.M.D. STD. 120-1 (TYPE A/-6) (~ CONSTRUCT 18" WIDE CONCRETE MOW STRIP TO MATCH FXIST!NG MOW STRIP PER DITAtL@ 0-CONSTRUCT MEDIAN PAVING PER R.D.M.D. STD. 1807 0-::--CONSTRUCT 4" AC OVER 12" AB ©-CONSTRUCT 4" Tl-I/CK CONCRETE SIDEWAlK, 8' WIDE PER R.D.MD. STD. 1205 ~ CONSTRUCT FULL DEPTH AC PAVEMENT Cf)-CONSTRUCT CURB & GUTlER PER R.0.M.D. STD. 120-0-·0C (TYPE A2-6) ~ CONSTRUCT 60' MEDIAN TAPER PER R.D.M.D. STD. 141-0-0C. ®-CONSTRUCT AC PAVEMENT TO MATCH EXISTING PER Dt7A!L@ <iJJ1---CONSTRUCT 8' P.C.C. DRIVEWAY ACCESS @-· CONSTRUCT CURB RAMP PER DETAIL@(x" PER PUW) ~ CONSTRUCT CURB RAMP PER R.D.M.D. STD. 1115 (TYPE 4) ('X" PER Pl.AN} ®-CONSTRUCT /lMBER BARRICADE TYPE Ill PER R.D.M.D. STD. PLAN No. 1404. ro 0 0 N ll--------------------,-----------r---------------·------------T--T---r-------,1Pi'iS~-iEP-PARAf!'i1:1!&0':l'aav:y';,----------------r:==-==---------------,----------------------------! 00 DEVS..OFER: PELICAN HILL ROAD -STREET IMPROVEMENT PLAN N GRAPHIC SCALE ( lN Ji'EET ) 1 inch = 40 ft. 1 NO, RESORT DWY. SHIFT, P,90FILE ADJUSTEO,CURVE DATA, ST. STA. CHANGE ·----------------+----+-- REV1570NS APP. DATE (~ r'(O; ..J WflPs_~.·~ STANTEC coNsu1.nwG 1ruc. ~~ lliX:E DlxlV!l~:E OOM!I-1'~ r---&71 _S_T_R_E_E_T-iM_P_R_O_V_E_M_E_N_T_P_LA-N----l!; V,/fft 19 TECHNOLOGY DRIVE ~,S-v ST T IRVINE, CA 92618 ...._ 550 NEWPORT CENTER DRIVE • 8 A. 29f 5Q -36fQQ M 949. 923.6000 -..cw, NEWPORT BEACH, CALIFORNIA 9-19-IJ( (949)720-2200 .,, i----C-O_U_NTY __ O_F_O_RA_N_G_E--,----------li ~ R.C.E. 59808 __ J;:_;(P. 12 31 07 SHEET 5 OF 31 LU Cl tS "' 8 I= 0 _, u. -· • * • ; • __ :_ ____ z__ , •• 1-:---•--1--,.,---1--,_ ~"--=-J-=::~1-➔---~-·....::_: __ --,=-£--=-4·--:---~-=--,-=-~--,::-3l--::1--=--~-~1=-~=--"'-=~-. -:_--,--_:: _::J--}----:::-T __ ~l~·--:i.--r-:~~~~:c.-~·1:~~---"1-=_::.~,-~~-f-~ u--=ccc--=-~--:::::-------sc::"~=t-'"'.:""'~r--~~-,-, ·r·l-i-••,-·'-£·-:;.::;_,---. ·:_,_f-C-•---···-·.:;-.-:c.:.c·'-£·-r-·L·-±=-=-·--1 , •• ,--,-.. x • '' ... •.•.:...:·:.:·,. ;. --i ·+-.... , .:.· ,_._t,_;j l-·'--··--·-T :=--t·-+--l----·----•_·:·t'· . 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T_ -:-:-J_ : -• ---.: -_ ---+--::_. -:L:::;;:::: ~. ~ .::::==2==: __ ==1= =-1 =:: . ..: f. =-= ~~ : :-=·. r _ '= c.'.: • ---=-5 _:._ +..:: .L_ ::4:_~1 ~ -i --~:t ::; .::']:-·~ 1~:~ ~:::C-.:"#-=r='==1 .• 1:·,.;,~:::_ I. :: .. : ~=--~ .-. ~ ' .. ~:'...'::r·: ·= -: =~~-==; ~-=~--~~~=,..; ----~---i---------- ' i ! I ' i ' SCALE: HORIZ. -40' VERT. -4' 36 43 ... I.() ' / ' / I / '\ ' ' <? • ' • ' ,~-. ' / / / / =::if~') r::,~].:~, -~;~ < fJ' "',\\·'r ·'·' ...... • . \ • 't'./ •., LINE L7 . LB BEARING DISTANCE N6fl59'54'W 17.50' N70"43'3:t'W 7.04 LEGEND REMOVE AND DISPOSE: OF £X/S71NG AC PAVEMENT CONSTRUCT A.G. PAVEMENT PER NOTES INDICATED 0 C2J 11"05'JO" C24 03'06'02" 5/07,55 276.40 138.42 --C25 05'56'05' 5131.75 BJ.67 41.84 C26 179'59'5:t' C27 1'40'03" C2R I J' 2.&2.6').3: , _[ C29 90'15'19' ' 25.00 ( 39.38 25.11 ) I 1'-,~-----+-------j--------,M;---c----;:--t--.--,~=·--11 1 '-cJo 89'42'43" ,1 2s.oo • ,~~~ ./-:tf.a7 , I '--cfr·--,-=---16'"',JiJ=a,,.•3-:;t-:"--t--gJ-.o=-o--t--2=-1.=-.o=-1--t-----1J::-.s::o-----i1 '1----+---+---t----+----;, CJ2 16'38'32" 93 .. 00 27.01 13.60 I 1 __ c_J __ J ___ 1_5 __ .r_12_·J_4_• -+--4_.oo __ +--_1_0._10_-+ __ 1 __ 6._ao_-11 ! C34 8'16'36" 616.82 89,02 44.6.J DEMOLmON NOTES [1}-REMOVE AND DISPOSE OF EXISTING MEDIAN CURB AND MOW SrR/P [1)-S!\WCUI; REMOVE AND DISPOSE OF 12" WIDE STRIP OF EXIS1JNG A.C. PAVEMENT [~}-SAWCUT, R[MOVE AND DISPOSE OF EXISTING AC. PAVEMENT [l}-REMOVE AND DISPOSE OF EXISTING CONCRETE FIATl'IORK TO NEAREST CONTROL dO!NT []}-REMOVE AND DISPOSE OF EXISTING MEDIAN PAVING l1J-REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER TO NEAREST CONTROL JOINT @-REMOVE AND DISPOSE OF EXISTING CONCRETE SIDEWALK TO NEAREST SCORE JOINT FOH CATCH BASIN CONSTRUCTION PER SHT. I 0 & PROTECT IN PLACE EX/S//NG ITEM INDICATED CONSTRUCTION NOTES 0--CONSTRUCT 6" CURB ONLY PER R.D.M.D. STD. 120-1 (7YPE A1-6) (]~ CONSTRUCT 115 WIDE CONCRETE MOW STRIP TO MATC!I EXISTING MOW STRIP DETAIL@ 0-CONSTRUCT MEDIAN PA11NG MATCH T.f/lCKNESS OF EXIST. PAVING W/N0/1 COLORED P.C.C. PER R.D.M.D. STD. 1807 0-::--CONSTRUCT 4'AC OVER 1TAB ©-CONSffiUCT 4" THICK CONCROE 5/DEWA/.K, 8' WIDE PER R.D.M.D. STD. 1205 ~ CONSTRUCT FULL DEPTH AC PAVEMENT 0-CONSTRUCT CURB & GUT/ER PER R.D.M.D. STD. 120-0-0C (TYPE A2-6) ©-=--CONSTRUCT DRIVEWAY APPROACH PER R.D.M.D. STD, 1209 @-CONSTRUCT AC PAVEMENT TO MATCH EXISTING PER DITAIL @ @-=-CONSTRUCT 8" P.C.C. DRIVEWAY ACCESS Q~ CONSTRUCT CURB RAMP PER R.D.M.D. STD. 1115 (TYPE 2) AND DETAIL @("X" PER PLAN) ~ CONSTRUCT CURB RAM/' PER DUNL@fX" PER PLAN) ®-CONSTRUCT TIMBER BARRICADE TYPE Ill PER R,O.M.D. sm. Pl.AN No. 1404. ~ CONSTRUCT 90' MEDIAN TAPER PER R.D.M.D. STD. 140-1-0C. 00 0 0 N ~ ----------,---,---,-------,~~~5eir------------,-;::;;;::;;::::;;;;;:---------·----T--;;;:;;;-;;::-;;:7--;::;;-;---;;::::;;::;:-:-;;;;;;;;;:-;~~;;;~;::;;-;;;--;;:;--1!~ -PP.EPAFi3:> ey, oEVa.oFm, PELICAN HILL ROAD -STREET IMPROVEMEI\IT PLAN J STANV!:C CON~ULTING INC. 1 9 TECHNOLOGY DRIVE IRVIHE. CA 92618 9 4 9. 9 2 3. 6000 st:,,t:,c.com 9-rr~o R.C.E. 59808 EXP. 12 31 07 tCfJ:JA. ---------c-1i~ ~Jj 17XE ~~VC~E ~UM~~f & STREET IMPROVEMEI\IT PLAN <e 1:.o 550 NEWPORT CENTER DRIVE ST. ST A. 36+00 -45+50 NEWPORT BEACH, CALIFORNIA (949)720-2200 M ~ COUNTY OF ORANGE 1------==-----:::--::::-::--il _J l'lEllO\/RCS8 MD OEVB.OF!.Sff MANAOEll.ENT DB'ARThS'IT SHEET 6 OF 31 ~ 1-- t=l [L z- [L '<I' ~ z l0 (') '° 0 C) ru " (JJ -,, "SI' 0) ,< u --0 C) f-- (.1) Cl:'. Q. ' / l'.:J -,. _., re:, / C) -lf) l'- l() (') I - I r . . . . •••">-';~, '"r\•"'" ••: --•·"'" -••>• • , ------, . --~ GRAPHIC SCALE ( IN FEET ) 1 inch ~ 40 ft. = = - ' ::_:_ • ~\-_·:-=i~d:;_::_~-:;i: :,1;-~~.······-·· -• .. ··~"".·.··. ·.··.•' .. , " ,. -· ... )!;;:!. ••••• 49 50 51 1----l----------------------···---------------+------1----, NO. --.--- c..J SCALE: HORIZ. VERT. 1~ = 40' f' "" 4' 52 BCR PELICAN HILL PRIVATE DRIVE DETAIL w5• SCALE: 1"-1:J' LINE DATA TABLE CURVE DATA TABLE I -----·· ----- TANGENT] CURVE DELTA RADIUS LENGTH I CJS 11'39'49" 300.00 61.07 30.64 I C36 171'21'20' 4.00· 52.92 I 11.96 I I' i ' C37 TJ4'0r 150.DO 19./11 9.92 I ' I i CJB 145'59" i f00.00 13.55 fi.79 ii C39 18(J'OO'OO" 2.00 6.28 INRN/TE ii C40 12'57'48" 667.00 150.91 75.78 I I I C41 18fYOO'O(f 6.IJO 18.85 INflNffE I I ' I ' C42 95'08'52" 25.00 41.52 27.35 i ' C43 95°08'52" 25.00 41.52 27.35 :1 . --' . di DEMOLmON NOTES [Ij-REMOVE AND DISPOSE OF EXISTING MEO/AN CW?B AND MOW STRIP @--SAWCUT, REMOVE .'ND DISPOSE OF 12" WIDE STRIP OF EXISTING A.G. PAVE:MfNT [,D-SAWCUT. REMOVE AND DISPOSE OF EXISTING AG. PAVEMENT. 8)-REMOVE ANO DISPOSE OF EXISTING CONCRUE FLATWORK TO NEAREST CONTROL JOINT [Kl-REMO\IE ANO DISPOSE OF EXISTING MW/AN PAVING [z}-REMOVE AND DISPOSE OF [)(/STING CURB AND GUTTER TO NEAREST CONTROL JO/NT ®-PROTECT IN PLACE EXISTING ITEM INDICATED lf) 0 u' !D M 1 ..... ·. I : ·• •,,:415, • ·• i : .. ! I C 55 56 . :: : .. :?' 'S.....,_ ' --·----.::·· ., .. ---' ' .. _.,:;_ ·-:--.....:.;..__ 59 60 SCALE: HORIZ. VERT. 1" -20' i" -4' ,JOIN 410.74 TC (410,26 TC PAIVA TE DRIVE DETAIL "7" SCALE, :" -10' LINE DATA TABLE I -_,a, ... LINE BEARING DISTANCE L10 N50'31 '5(fW 59]1 Ul N49"2J'OrfW 121.92 cfil:12 N4!YJ7'0rfE 18.08 J N40"Jl'OO"E 18.08 .. ' ... . '' LEGEND CURVE DATA TABLE ·cURVE . DEL.TA RADIUS LENGTH ! C44 12'04'48" 100.00 21.08 ! --- i C45 S46'5J" 150.00 9.90 I I I C46 ?38'0.5' 617.00 28.37 i ! C47 18(f00'0ff 2.00 6.28 !1 C48 1?45'554 275.00 61.27 ' C49 167'54'05" 4.00 11.72 C50 18(f00'0rt 6.00 1/i85 I C51 90'00'0(/' .35.00 54.98 I C52 9flOO'OO" .35.00 54.f!B ~ 180'00'0o" 2.00 6.28 TANGENT 10.58 4.95 i4.19 INFINITE .30.76 37.75 !NFJNITE 35.00 35.00 INFINITE ' i I ' I I I I I I I I co 0 0 N ,o 0 1'l 0 N ·, ~ "' ~ § n. "" ~ '< ~ ~ n ✓;, 3 . ·o b I?"'[=========-=--=-===·============·,=====-"'=====·--=-=•======--.,.............--==---==-----=·="'==-===,=--"'-""===-=-=--=-=========== = = = = ~ I I I rr=-======~==-==-===========, =, .. =, ~================;i I ll -ON-SITE GRADING SHOWN~I FOR REFERENCE ONLY -TO ' BE CONSTRUC)ED PER UPPER I VILLA PRECISE GRADING PIAN jl. (G8060077~ -~ GRAPIHC SCALE 10 0 S 10 20 40 E:t-'--'I l--J..I__._I--_-J,_~ _ _,__) ___ __.JI ( JN F'EET ) 1 inch = 10 ft. HOTEL CORE ~"l L-\ '"' _) UPPER VILLAS Ei\lTRY !----+-----------------------·-------------+----+----! LINE DATA TABLE BEARING I N7rY/2'5;E J ' DISTANCE 8.15 CONST. LIMITS , 368.JOTC 367.BOFS 7 ~· L.-....... ..rk...;, :·==-~~-~---"'·"'-"""---'" ----,:1 V66 -'~·;':':·:::::..;:--.:''.".·:'":~".';:_:; ----" '-.._J . ; ""''·"';,.','-·• ,.~ ; )i 1 \ ,.,, ~ HOTEL CORE -EASTERLY ENTRY CURVE DATA TABLE j] , ~-=c=u"'.R"°v"'E'=""''r-""D""E="'LT=A,_.....,..=R=A--=D""1u~s==--~i_"'E~N.;..G,.T=H--l: .. A=N=G'-"E--N=T=si _ 11 I l~~-c-1 --+-ta_rr_oo_·o_o_· -+--z_.o_o_-+-_2_1_ •• 9_9 -+--1-NF.-IN-ITE---1 1 1 h C2 90'00'01" 25.00 39.27 25.0G ! CJ 90'00'01' 25.00 39.27 25.00 ! !11------+------+-----+------1------1, I C4 89'52'41' 25.00 39,22 24.95 J-----+-----+------l------+-----1) C5 89'39'31" 25.00 39.12 24.85 C6 90'28'54' 25.DO 39.48 25.21 ) lf---+----1-----1--------1-------J' _ C7 _ 8s;:i.J'59" _ _25.00_ _ J9.2J. _ 24S.6 ! r ------·-----------** J DUECTABLE WA,'j/-1/NG .SURFACE: SffC/ffl'.ATIQN 11 W;USAU DETECTABLE WARNING PAVE:RS FSU 3008. I~::.~~-I!! DOME.!!!_~NG. IN LINE PATTERN. [i}--SAWCUT, REMOVE: AND DISPOSE OF 1 t' WIDE STRIP OF EK/STING A.C. PAVEMENT l1!-SAWCUT, REMOVE AND DISPOSE OF EXISTING CONG,q£T£ FLMWORK TO NEAREST CONTROL JOINT [z}--REMOVE AND DISPOSE OF EXISTING CURB AND GU/T[R lV NEAREST CONTROL JOINT STREET CONSTRUCTION NOTES ©-· CONSTRUCT 4" AC OVER 12"AB. • @)---CONSTRUCT 4" THICK CONCRETE SIDEWALK, 8' WIDE PER R,D.M.D. STD. 1205 (E)-CONSTRUCT FULL DEPTH AC PAV[MENT (j)---·-CONSTRUCT CURB & GUTTER PER R.D.M.D. STD. 120-0-0C (iYPE A2-6) @-CONSTRUCT 8" P,C.C. DRIVEWAY ACCESS @----CONSTRUCT cu,qe RAMP PER R.D.M.D. STD. 1 J 15 ()YPE 2} AND DETAIL @ ('X" PER PIAN) @--CONSTRUCT CURB RAMP P[R DETAIL@('x" PER PIAN) ([tr--CONSTRUCT TIMBER BARRICADE TYPE Ill PER R.IJ.M.D. STD. PlAN No. 1404. @)---CONSTRUCT 6" CURB AND GUTTER AJ-(6) PER R.D.M.D. STD. PLAN 120-1 * STRUCTURAL SECTION SHOWN FOR BID PURPOSES ONLY. FINAL SECTION WILL BE DITERMINED BY THE SOILS ENGINEER AND APPROVED BY THE COUNTY PRIOR TO PAVING. 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'f ;,,~--~: 1-· , / ~-' ·1· ' // !1>01 '. • . • . !?"~•~· ,",· 1 . l •. • •/ .kt. • I .. -------~:~~~--__ .. -:·o~--~ ~-'.:"'.~-~~: -•~t.-~ ~_tc:; __ . __ c:r ___ -.0.N-~'----·-1,-·, --q "·!:{O'U.-".<:1-"3(·;,:.~ .:·.:_~,:-· --_--o ~---C\\--~->--4,-:i'::oer"tt-:"tj-_, __ ,, _-- • ' ~ l:i:o:Y~:.:.,.,;:!:?J~;.;.,_-;:. - --"+: (\J:·tN--~-a-~:.cj~~,..-: . ~-~~~-o:,~:;.~_ ~-~r-~ __ , ---. - ·_ • •• • ·. tdoR~rRJdf:l3ti1iLi+ . ,,':: •.. • AZ: • RBP, t5'00"'il \'IITH' 1 • EXIFl'ZCO\/Eft'': ,. ··• L-:;.::: -; ---. . --· to+ao I l \ \ ..... - ---· .. 11+00, NOTE \ ALL STOl?M DRAIN LINES SHOWN HEREON TO BE PR/VA TELY MA!N[A!NED. \ \ CURVE DATA TABLE , I CURVE DELTA RADIUS LENGTH TANGENT I, @ 03°59'31" 573.00 39.92 19.17 i I·· \ \ L @ 49•03•12" 4-5.00 313.53 20.53 I I -J ---!=, , GRAPHIC SCALE "' ,o ,SQ I I ! ( IN Fb'ET ) 1 inch -40 It. NO. , 42" RCP, .. ~----,p--~,,. t!NE SD=l • 1D+OO 11f()() 1D+QO HYDRAULIC DA TA ' , --'- Sta. to Sta. 010 Dia So n De Ve Dn Vn ill~~ ** 159.2 42" 0.0760 0.013 3.41 .10.0 1.89 16.5 ** 64.8 42" 0.0250 0.013 2.52 15.7 1.56 6.74 ·-t--·18" --··---1r1+02.74 TO 10+46.00 J,6 0.0680 0.01S 0.72 10.7 0.37 2.04 ,, 10+46.00 TO 10+77.51 3.6 18" 0.0120 0.013 0.72 5.76 0.58 2.04 LINE SD-3 12.4 18µ 0.0/00 0.013 /,JJ 7J 1,,5 5.9 • UNE SD-4 ~ .. ~--·-----18.6 24" 0.0280 0.013 1.55 12.0 0.99 5.9 **PROVIDE MiN 1.5" CONG. COVER OVER STEEL REINFORCEMENT IN PIPE n+oo ID (A) Sf 0.0250 0.0041 G.0012 0.0012 0.0100 0.0068 ¢ PHR l I l l,. -~. 10+00 11+00 PIPELINE CROSSING SEPARATION CHART FS/FG ELEV. STORM DRAIN WATER SEWER DRY UTILITY 241.22 235.52 241.40 236.08 242.33 2.36.57 264.93 25'1,52 263.91 252.16 263.66 249.61 262,66 252.67 262.22 251.68 261,88 251.66 291.85 282.25 242.80 235.60 243.00 235.70 24.3,05 235.92 236.22 236,63 2.38.34 256.89 256.62 248.18 . 251.47 254.06 258.06 287.65 230.12 233.46 238.10 DEMOLITION NOTES lgQj-REMOVE AND DISPOSE OF EXISTING STORM DRAIN Im-R[MOVE ANO DISPOSE OF EXISTING JUI/CJlON STRUCTURE 0--PROT[CT IN PLACE -_,_ •. . -··•-···. ~70,'-.·_ SEPARATION !; 0.7' I ! 0.55' ! I 1.77' I· I 5.37' i I 4.46' I , 1.43' I 1.20' I 2.:1s· i 6.40' 1i ,I 5.40' I , 4.48' i! 0.57' I 0.50' • I EXISTING FINISHED SURFACE QVER ¢ SD~,, -/. ,.,.,, .. ,J - -.. ·-.. •. LINE''.E>ti--<t'':' • SCALE: HORIZ. 1" -40' VERT. 1" -4' 1D+OO / / co 0 0 N co N ..J -a,:: !l. <( ',I) er 0 0.J ' ro . .,,-, I_ ' '" i .. . •r.>,:,.n . \-J~V-,, ;.l:IJ'>.S. •.'"' ·, VQV---·--•--- ---· ... .\ • -.. c. .• LINE ''S0--7" •• tlf/JO 10+00 13+00 32.+CD ·-1 ----' ,. k• . ',. ·. -·. ~. ·,-,. .. ) •. -_;__.::. .,?:_\'-..-- \ -~- • /~ -_-. --;:~~-: ... :.~. . '""'" ;,,.;; _":f-'. ---.. :. -:-,...~·-~: .. •• HGL 12+00 11+00 10+00 PIPELINE CROSSING SEP AAA TION CHART C -.. ---ID FSLFG ELEV. STORM DRAIN I/YATER SEWER DRY UTILITY' -:1 @ 349.00 339.38 340.5 I I ® 349.00 345.75 338.58 ! @ ! 349.18 340.86 338.59 I I @ I 349.00 345.95 338.48 ® 349,00 I 344.25 338 .. 30 0 349.00 344.60 338.47 SEPARATION ] I 0.68' I ' 7.17' I 1! I 2.27' 7.47' 5.95' ' 6.13' I -~1 • EXISTING FINISHED . 850-· c·· lJf'lFA/;;E ·OVER· ¢Cso . ' . -., . . ·--. -' . -, ,_ " ·:.:..---· ,_:_ __ :_ ·-.-: -_ -------~-r--___ ----:··-·:: .:_~-____ : PROP; · ,; ?EX, MANH01£ E(EC. ':.>' • .. • • •·•· .• •• • I • KEx. GAS • I s:> ; &~ -, • l 'b.i . . ?.1:x.,:io· RcPC : _, -... --· , r-'iX~cC.c.f5L~-HG~ .',~- :~ ] l , ... '"-' •• SCALE: -Station to Station Q 25 10+03.08 TO 10+ 73.70 1.7 Station to Station Q 25 9+85.23 TO 10+12.75 ** 144.5 to+ 12.75 TO 11+54.41** 103.9 11+54.41 TO 12+02.11** 102.3 Station to Station Q ?5 10+03.92 TO 10+30.13** 41.2 10+00 LINE SD-7 HYDRAUI IC DATA Dia So n Del 24" 0.0280 0.013 OA5 I ---- UNE SD-5 HYDRAULIC DATA Dia So n De 12" 0.0440 0.013 3.37 36" 0.0360 0.013 2.90 36" 0.0800 0.013 2.90 LINE SD-6 HYDRAULIC DATA Dia So n De 30" 0.1718 0.013 2.2 HORIZ. VERT. Vcl Dn Vn o.54 I 0.3 6.1 Ve Dn Vn 15.0 2 1 2J.6 14.7 2.07 20.0 11/.5 1.57 27.2 Ve On Vn 8.4 0.8 28.8 ** PROVIDE MIN. 1.5" CONG. COVER OVER STEEL REINFORCEMENT IN PIPE CURVE DATA TABLE ' CURVE DELTA RADIUS LENGTH TANGENT I 8 89"05'36" 45.0!) . 69.97 ! 44,29 ! C 60'08'31" 45.00 47.24 26.06 11 ! D 76'43'23" 22.51) 30.13 17_81 '\ I E 21'03'29" 45.00 16.54 8.36 i :=!:=-==· - DEMOLITION NOTES 40' Sf 0.0001 - Sf 0.0206 0.0243 0.0235 Sf 0.0101 00 0 0 N t "' 0 20 I L I -L ! J ' -' .. _ -_·• rro~r. .focioo EF 10+00 L -- l ,.. , __ -. -. ---«:. -;--;_-------.:·:!J.~.'--_---;_, . . ...... -~ ~lfj:ti_·,. - -.• ----'+ '4-~::i. --_ ~~: Cl~?ta:--:t:~~::-:(: - -·:: :,::·-;· - • • ·--· f_ - 11+00 LINE ·so-s· GRAPHIC SCALE "" 00 160 I :::t j ( IN FEET ) l inch = 40 ft. . .:., __ .. -----~----~----- ID FS FG ELEV. 0 407.22 ® 406.73 © 406.96 ® 407.17 (I\ I 406.54 ® 407.31 @ 392.08 ® 391.56 (]) 591.86 {]) 392.29 I -® 392.02 -~-=-- -410 10+00 11+00 ~ --___ ,,, ______ ---- ---~l'- OOtlS DRY IJT/L/JJES PER . / _ SEP/!J/ATt PLAN " -,;.: -- 00t:9G LINE 'SD-9' PiPELlNE CROSSING SEPARATION CHART ---------------1 STORM DRAIN EX.SD. WATER SEWER ORY UTILITY SEPARATION , 383.75 402.50 7.08 393.81 401.10 5.60 393.84 403.40 7.87 393.80 399.30 .3.71 394 .. 36 399.40 3.35 399.55 397.26 0.96 ,I 379.34 387.90 6.35 I 379.46 389.30 7.63 379.51 384.70 2.98 379.59 (383.70) 1.90 ------··· ----- 385.00 2.79 I-380.00 " --JI ·------~~----·---=~--=---==~-== FF.aPAF':7Et:J B'f, LINE SD-8 HYDRAULIC DATA i Station to StationiO ?"' Dia So n De 9+80.00 TO 10+80.00 5.7 18" 0.0100 0.013 0.93 LINE SD-9 HYDRAULIC DATA Station to Station 02_5 Dia So n De 10+00.00 TO 10+80.00* * 44.8 30" 0.0050 O.OIJ 1.84 LINE SD-10 HYDRAUUC D.A.TA Station to Station 025 -Dia So n De I 10+00.00 TO 10+80.00** 17.7 24'' 0.0100 0.013 1.5 Ve Dn Vn Sf 3.2 0.8 6.1 0.003 Ve On Vn Sf 9. 1 2,5 5.9 0.012 Ve Dnl Vn Sf 5.6 1.3 i 8.0 0.006 R/W R/W I I -890 - 10+00 11+00 10+00.00 @ ,/ ST. STA. 60+78. 18 ~-/ 4Q' LT. LINE "SD-10' STORM DRAIN CONSTRUCTION NOTES . ' SCALE: HORIZ . VERT . ®-=--CONSTRUCT 30" RCP 2000-0 WITH BEDDING PER R.0.M.D. !:,TIJ. Pl.AN No. 1319 AND DETAIL E/24 ®-CONSTRUCT 24" RCP 2000-0 WITH BEDDING PER R.O.M.D. STD. Pl.AN No. 1319 AND DEIAIL E/24 ~ CONSTRUCT 18" RCP 2000-D WITH BEDDING PER R.D.M.D. STD. PLAN No. 1319 AND OUA/L E/24 ®--CONSTRUCT SI.URRY BACKFILL (1 SACK MIN. 2500 PSI) PER SECTION 203-5 OF Tl-IE ST.4NDARD SPECIFICATIONS. ®-=-CONSTRUCT CONCRUE COLI.All PER R.D.M.D. STD. PLAN No. 1317 @-CONSTRUCT TEMPORARY PLUG P£R DETAIL A/24 DEMOLmON NOTES ~ REMOVE AND DISPOSE OF [XIST!NG STORM DRAIN PIP£. ®-PROTECT IN PLACE • • RIW ; . -, . --. t - • ---1~-; -_-_cf 26£5: ._ -_ -• - .. "' --.. '" --------· 1•·--·--- . I . , - --!----.-_-_ ·--~,. -·-~ ,--r ·_ -- . . - -f:· . --, ,., -. .. -. --. -• . ., ~. ·--- ' ·-. -: :...: .. { .• _ - -' • --" ---: : . --- ' . - • • -_; --s . --' cc'_-;.cr2~5-'.·.· •. _ . . -'-:' : .. , -l< SCALE: ; -'· . -: :;~:·· -~-\ -~ (NO, TO SCALE), HORIZ. VERT. 1'' - 1" -4' 40' 10+00 14+00 "-· ·•· • ''"'' ·-·-+·.: t:100~ , • . ·----. ,._._ .... _, . . 11 > 0 (!'. ~' l ro N 0 - 40 I 0 • r r: t I GRAPHIC SCALE 20 ~, B<l I j. :: l ( IN FEET ) 1 inch = 40 ft. __ ;::;;:;:.;::::;~~~':":"~.--i .. -~~,-; ---~_:_·~r.~---:~-.. :-~~-~9-~-~ • . -~r- ;· _,_ -, _j; -·--· !1 I I I I I I I ' ID FS/FG E:L.E:V. STORM DRAIN WATER @ 325.31 315.07 313.15 1.92' ... -· ~) 325.41 317.66 313.36 4.3' © 325.46 ® 325.48 313.32 321.47 --:==.---+-----+-----+------+------i-·-------i--------ii 313.57 319.70 6.13' 8.15' ® 326.42 ® 313.75 8.55' --"=----+-------+------+-----+-----·-· ·--------+--------1: @ ~---~-------~ ~--(jj) (]) G 367.82 358.83 ... © 367,44 358.83/356.12 ----(j) 367.64 358.83 ® 357.40 359.66/358.83 ® 367.52 358.83 .. ·.· if REUCAN HflfFR[I . • •• ·""· • '· "" • i. \ SCALE: HORIZ. VERT. SEWER CONSTRUCTION NOTES @--CONSTRUCT B" PVC SEWER -LINE PER IRWD sm. S-6. ~ INSTALL 8" PLUG. @-CONSTRUCT 60" DIA. SEWER MANHOLE PER /RIVD STD. S-1. 40' 4' ' DOMESTIC WATER CONSTRUCTION NOTES ®--CONSTRUCT 12" PVC C-900 CL200 WATER LINE PER IRWD STD. Yl-17. ®:::---INSTALL 12" BUTTERFLY VALVE PER IRWD STDS. W-22 & W-23. @--INSTALi. FJRE HYDRANT ASSEMBLY PER IRWD STD. W-9. (~ CONSTRUCT 8" P\IC C-900 C/200 WATER LINE PER /RWD STD. W-17. @--INSi'AU. TEMPORARY BLOW-OFF PER /RWD STD. W-12. ~ INSTALL THRUST BLOCK PER IRWD STD. W-·16. ~ INSTALL 8" -90' B£ND AND THRUST BLOCK PER IRWO SID. W-16 ~ INSTALL 20" BUTTERFLY VALVE PER 1/?WD STDS. W-22 & W-23. @-CONSTRUCT 2o·x2o"x/2" CUT-IN TEE PER IRWD STD. W-19. AND NOTE@ /\.. -~J:Ol;ISTliUCT..1tx1 t,xf{ ]ff &;.JHflJJSJB/jlC/f.. Pl;R. (BWD,.ST[/,. lj';d 6. IS:::,.; ~ REMOVE VALVE CAN AND VALVE, INSTALL BUND FLANGE, ABANDON ', ... REMAINING 11 WATER LINE IN PLACE PER /il'WD SPEC!FICAllONS. ,. ® 367,10 (j) @ 0) Ii @ ® It 404-.90 • :1 @ :t I ® I ® i (J) • I .. GRAPHIC SCALE ,o 0 20 "' HO 8::[f I I £-) I ( IN FEET ) I inch -• 40 ft. .359.90 398.51 /399.00 H~Q _I •·• .~;'MANIFQLD1 SYSTEJ\11···· 364.16 • :roFflRalGAT+Gt,t. --(ST A:·3e'+06.-00 • • (NM tO. SCALE) c . ;-. 4.26' .49' 4.04' 2.6?' ID 0 ® (§) ® ® I ! ! ® ! © i ' I PIPELINE CROSSING SEPARATION CHART .. -FS/FG ELEV. STORM DRAIN WATER SEWER DRY UTILITY SEPARATION 360.14 .,55.t,s3/354.43 1.00' 359.99 355.28 356.78 i .50' 360.09 355.84 ---" 351.99 342.46 343.80 1.34' 351.70 344.86/346.30 1.44' -. -- 351.51 345,30 348.30 3.00' 351.40 I 347.80 3.60' .. " ! ! ,i ! I I I : ' . ' RE.~LArueo w ATER"'CONSTRUCTION NOTES @-1NSTAU. BRONZE COMPANION FLANGE WITH ,t THREADS ANO i' IRRIGATION SERVICE FOR WA Tf:R METER PER IRWD STD. W-2. ~NSTALL !RR!GAT!ON CONTROLLER AND PEDESTAL PER LANDSCAPE PLANS.(PR/VAJE) @-1NSTALL 4" IRRIGAT!ON SERVICE ANO ~'ATER METER PER IRWD STD. W-5 ~CONSTRUCT 4" DIP Ci.200 WATER UN[ P[R IRWD STD. W-17 @-1NSTAIL 4" PVC SCH. 40 IRRIGATION SLEEVE PER DET?!L C/24 ~ INSTALL 6" PVC SCH. 40 IRRIGATION SLEEVE PER DEIAIL C/24 ~RELOCATE BLOW-OFF ASSEMBLY PER IRWD SPECS. AND STD. W-14. ~INSTALL CUT IN TEE, SIZE PER PLAN, PER CONSTRUCT/ON NOTE{J:;:iON SHT 24. 61}-·INSTALL MANIFOW SYSTEM WITH (4) 2" COPPER SERVICE PER PE«lRWD STD. DWG. W-2. W-4 (MOD!FitD) AND PER DETAIL THJS SHEET @--REMOVE VALVE CAN AND VALVE, INSTALL BLIND FLANGE, ABANDON REMAINING C WATER • LINE IN PU.Cf Pff/ JFiWD SPECIFICATIONS. HOR!Z. 1'' = 40' . . OOMESllC WATER CONSTRUCTION N(X[§_ij , · @-INSTALL FIFI£ HYDRANT PER !RWD STD. W09 . •. • • . ~ CONSTRUCT ff PVC C-900 CL200 WATER LINE PER l,~WD ST/!: ,Hf-'-17. t;;;;\Sg!) _ INSTAU. 8" GATE VALVE PER IRWD STDS. W·-22 &-W-25. • ~ INSTALL TEMPORARY BLOW-OFF PER IRWD STD W-12 ., @-· INSTALL THRUST BLOCK IRWD STD. W-16 ~-INSTALL 2(lx2ri'xff'xff' CROSS PER IRWD SPECIFICATIONS AND IRWD STD. W-16. @-ii/STALL ff' 90' BEND & THRUST BLOCK IRWD STD. W-16 ~ INSTALL 20" BUTTERFLY VALVE PER IRWD STDS. W-22 & W--23. -@-CONSTRUCT 16"x16''x8" CUT-IN TEE PER IRWD STD. W--19 AND NOTE@ ~ CONSTRUCT 20'x20"x8' CUT-IN Tff PER IRWD STD. W-19 AND NOTE@ @--CONSTRUCT 8" Tff & THRUST BLOCK PER IRWD STD. W-16. ~-REMOVE \IALVF CAN AND VALVE, INSTALL BLIND HANG£, ABANDON REMAINING ff WATER L/NF IN PLACE PER IRWD SPECIFICATIONS. SANITARY SEWER, DOMESTIC WATER and RECLAIMED WATER c:o 0 0 ON . 00 N ...I 0.:: C. < M ;:: ,_I w C N ---'-' -; .. -· r - + •·· .• I • • ' . r ---l•-- r---•• --·l/--.:: .. , ; +'•· _., --. --:- -" ' .. -. ·'--"" --! ·----• ----~--j ·-··1---------:·_ r-_-_ -•-u•-· L:i_::.~ .,-••••• ··~······• ··••···•· ;;;; •• ;: •• !;~;~ ::1",":0··,cc:=IQ;~,~~ -----··:.f.---· :._ .. ----~ . ' i ' . __ , --. -- --~ --~· -. SCALE: HORIZ. VERT . 40' 1" -4' SEWER. CONSTRUCTION NOl ..... E ..... S~------'i @-coNSTRUCT I, PVC SEWER LIN£ P[R IRWD STD. S··6. ®-=····CONSTRUCT 43• DIAMET[R SEWER MANHOLE P[R IRWD sm. S-1. @)-INSTALL a• PLUG @=-··CONSTRUCT T-LOCK PVC LINER OR RMN COAl7NG PER IRWD ~ SPECIFICATIONS . • ··•··---.. WA TEA CONSTRUCTION NOTES • & ~•INST;~~ ~~:::;; ;~:;;-:::~-;· ~~;:··•·; < •••••• ··~(61N8ffi~CT_:;:fv~':t~4.i5~fµJioi/~rti{ LIN{}rtf? IRWD STD. ..,,~h,,/"' >,; ~ ~ 1/' ,,_,..,,. "',,_~,..,-~.,, -~r~~:::-:£:~;~B::~;;.:~J:;:2 ;~;w:;:;; .: • .,...., ✓-~.,..,..~.,_, •"''¾...r·"'"'o,,~,•-'-'"-,.;,•''" '%;,,.,..,,,, "'·-· ,.~,-.,t""""s-v=",,.,,.,""•'"'•-v ,=-"'-._/"=--.,._,,.•~,~"'"", _.,,....,..__ /& ~1/STA!l 8"xlf'x/{ TEE AND THRUST BLOCK PER IRWD sm, W--16" ·1 £ ~--INSTALL 1' TE£ A/ID THRUST BLOCK PER IRWD STD. W-16 W-17 . ·= ST.ST A: 10+00.00 -23+25.00 ST.STA: 23+25.00 -32+25.00 I NOTES: !. f?OADWAY RESURFACED WITH 0.17' f?UBBERIZF. AC CAP. 1- (/) (L :;: 0.. 00 C') \0 0 (0 ,.._ a 0 (\J " 0 ~I en! i1 '"I If) I NOTES: 1. ROADWAY RESURFAC[D WITH 0.17' RUBBERIZE AC CAP. 2. SAND BIAST #JD FOG SfAi TEMPORARY TRAFFIC CON1ROL PAVEMENT MAR/(INGS. J. ALL TIIAFFIC CONTi?OL SIGNS AND STRIPING IDE.NT!F/[D ON TRAFFIC CONTROL PLANS FOR PELICAN HILL ROAD (FROM NEWPORT COAST DRIVE TO PELICAN HILL CIRCLE) SHALL BE .REMOVED AT COMPU,710N OF PROJECT. 4. 59.X DIRECTIONAL SIGNS ARE SHOWN FOR REFERENCE AND WCAJJON. 0 0 1-(/) °' 5. ON-SITE STRIPING AND SIGNS PER PLANS. EXCEPT AT SIGNALIZED SS2 saj SSJ R7-I (Lr) ----[···· R=2067' 71+0Q__ ---+----· 70-tOO , __,__ --r ----7' '------,- AO AD SIGNING AND STRIPING CONSTRUCTION NOTES (@s-PAINT 8" WIDE SOLID WNl!E THERMOPLASTIC STRIPE. • @-PAINT WHITE TH[RMOPLASTIC DIRECTIONAL ARROW PER DETAIL D/24. ~ INSTALL SIGN INDICATED (SEE SHEET 17A) :@) ,'<CWCAFE EJi/Srl,'/G SIGN AS St:OY,W (ALI. EXISTING SIGNS TO BE REMOVED) ~~Q. PAINT 1:t' WIDE WHIT[ THERMOPLASTIC CROSSWALK PER CALTRANS STD. 72+00_ _--,-- -1~r PAINT 4" WIDE DOUBLE YtlLOW STRIP (2 COATS) §@)-:~;; ~~r;,r;OU~\~:,;-:H:~~P~~~i~:if;'i;~I ;~: 06:r~~r:~~2:~ND CALTR'NS STDS. @9-~</STAJ:.L "SFOP'' SIGN R1 1 ,D[R M.U.T:C.D. SIDS. AW) SPECi'AL DCTAIL. ~-PAINT "SIGNAL", "AHEAD" PAVEMENT LEGENDS PER CALTFIANS STD. FIGURE 6-J6. 'e,:Y-DIRECTIONAL SIGN (FOR REFERENCE ONLY} ST.ST A: 45+00.00 -56+00.00 ST.ST A• 56-1-00.00 -64+50.00 --- 72+J1 .31 ------' ---------\-- SIGN LEGEND QUANTITY Fl2-1 4 £A (SPEED TBD) '* R6-1 18 fA TYPE N 14 £A W3-3* 4 £A R4-7 ~ '" & ,gf:,.,;>"-' ""-' _,,7;,/':9:'.''~""'°'"'""•-_1,f:~F' -'"'--. ,,_/;,ff#~-~ ... , ,,•"R'!i ;;,;,,; ;,?' ,F "'Op~. ,,.✓ "' '·~i A7-1 Ml'/ ! 11 £A ,t, TIME 1 ,r ! _,q-I .,,, ...,.,,.,,te•'" A.. • ~-_,_;,.·.. d coLoR No. '2""""'""'Pfl1CAN·111u~eROffzt;r:ust8i:i MATrHfJ/S DARK BRONZE PAINT. * ADDrf/ONA/. SIGN REQUIRED ON Fl.ASHER **SPEED LIMIT NOTED IS' BASED ON IJ(/S7/NG S1REIT GEOME.TRY R/W <t 1'·-6" (TYP) SIGN LOCATION NOT TO SCALE' 1 SiGN I/ rMfDIAN NOSE , I CUR,9 FACE ~ _, --J~\ I 7 _,.,II f--t-J,~ SIGN LOCATION AT MEDIAN NOSE NOT TO SCALE A B !l(,) 0 0 N o.. INTERSECTIONS ST. ST A: 64+50.00 -72+91.31 / . sTAl'fi'i!lc c0Nsu1.T1NG 1Ne. ti~ liX'.E mPiV~u\!KE coNiJP~ SIGNING AND STRIPII\JG PLAI\J 19 TECHNOLOGY DRIVE ~~ ST STA 45+00 72+9131 (/) 1 No. 59808 I IRVINE, CA 92618 .JJ., 550 NEWPORT CENTER DRIVE • • -• M tJ 1~ ,.c.1eD•Jo, *; re:t"" 94· 9 923 6000 NEWPORT· BEACH. CALIFORNIA <C "'s ADDED TRAFFIC SIGNS \\¾,, CML ~o/,/ """" • • ~.CC'TI • COUNTY OF ORANGE , I- D --'-r-+TRAFFIC SIGN MODIRCATIONS 06/01/0l ~...J;~// (g 4g)72o-22oo ..J ~ I 1-->'-"-"---1-.:.C:..::..:..:.:....:::cc-e-=c:c:.c.=--...cc...c..-------·-·----------f------t-'-"-D.-14,'-rr--j --RESOURCES AM') DE\18..0l'M:NT MJINAOSIENT DB'AFl'l'MENT SHEET 17 OF _31 I.LI s; 6=========================J,~~=1==-=============~R,~E~vl~St;£0~WS~==========L~AP,~'P,::l·=4~~~c d========,J,=1,~;,4J.14--~b""· -======11,.R.4;;c.~E.,,,5~9~80~8bdE~XP~.,,11~2,Jg1t.J0~9==.J,,===-===="""'=========="""'""""""'"""'=b=================,J,.~;:,;.,;;;;;;;;;,,;,,,,,;;;;:;;;;;;;,,,,,;:;;,,,,,;;;;;;;;;;;;;,,,Jl C I-Vi (l :,: 0... 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FQSTS. .$5E 3A5E :Tc:T/•L G 7HiS SHF-E7 BASE DETAIL ,"G\ -"'=""" t::_,1, ! ~.t _,,I ::1 I '"'"" / BASE DETAIL 1-'S AL SlJPr"QR; -,-,_;5c: WITH 0:;IGCT lc,..-,F.0::::·1--<E:-.J, ,,,,,-l~OCC>'·./C:'<E;T6 ;cc~~"<G _,/ PSI<: C:NS!r--.12:c'"'.c--/0 r_:;,'½,.;:;5_ .;:;:;NC~ f"--GO< IN::S FSR CC."✓GNECci,J<S Cfav::·.:~>';lC'.,JS 0:,f,'CP...;:'::"'"I,: C0.,1...,""'f'.ANcJ c'.S.:.S!-t YO !'"',".T~-;.; "RC,JSCT 5T,->.,>;Cc.-'--RC5. :--':Jl..ES• !'"Oi<s S~P.l)J.A.Y ;c"OL'c .Al.c.. S'9HS CO H,>,vC C...,"N(".a',-'U';O 5=,:,.):'. .A.'!1.',l> . ..,.-faL'_;.,., Sc!W.C~ ;;c;srs SEE e,.,.,_~ ~.-,,;:.. 0 ;v;s $'-i:::E"" I / \ 1 1 -----·---~;/p;.;;~~1.:~-;~~ :::;-o~Cl's?NO_ :'2 -··----:· TI-!:CK .AL.Ur'\, F-ABK!G,·~-;)·2 .. :; s;G~ CORE P.ANE~ \).;lTl-, P/'JNT FNISl-l '0 M.t>.TCH COL..O<NC. 2 F"OR BASE DETAIL SEE R6-· 1 ,----P?< !EL FACE. /.<EcTL'R"! / ;>M:;: e_.,.cv, Y·:) 2-Si Ph~-TTEO ; / / R2-1 (SPEED LIMIT) (SPEED TBD),-:* SS3 TYPE N (MARKER) SS3 R4-7 AND TYPE N SS3 ..----;•1CC5P.L 9JP?ORT TI.BE'. \\·i'l'l-, 1, //,,.-D.!<.E-",7~M6[;.~•IENT:"/T~") NOT TO SCALE NOT TO SCALE .. SPEED uurr NOTED IS BASED ON EXISTING STREIT GEOMETRY ,,.--G?N"CSA;..fu": "'iITA... St. ;'''Cl"T ,./ ✓ ;V,:'.EW;TH 0:'~:'71' ·g.-3f_:;:t-i';,~'T ~ ,-" t-1ro-=>-.:a:::~="'c,an.'--'i /,_.,..,,.,-= E~i,:s:'.,'c'C:"~NS ,_,,..,__cs i -4---···--------•' ---------· ~~-o Q)C,iC.~Tl'c r-0:::-,n"G q:;R ENGf,,f'GJG!G CPLCS. \, ,l • -1.( .r¥ I:• .1~.-1 .: • : --~--~-~ ,:.-ti is•.:, '[. '/ ---'4Oc.E':0.fO'7.E?,,~\\,'.,>,YPQLE,<.c:, i • ':' • ' ,, • ( ALL. S,Sf'.JS> TO H"'-.YC:: C-?~!("l'".A!£0,, , " 6-ZCAS: AWAY s..,;...1°oi.:r ::,e,e,3 \. BASE DETAIL 3Sic e ...... ss Pf:-:'~\lL. G TH~ SHEeT f i NOT TO SCALE ;~·· ~''1-"l-tKATTACl-'.0-:EN'f / 6-~<:ETW--"'"°P.::,AT30';;,{ / SC$ Of' FC,i,7 AS Rf".Ql;';?s, 6" O.:>.,AL.UM POST' WIT'r' .:Me· :--'c '-I WAU.. >HG"°'~ (E) Bracket Detail ~,, N.T.S ~---9V4-"_._,._ i ~ ---7 1.-'Z i ' '' 1Q Post Detail '---·' Scale: l'"' l'~O" AHACI--$) TOG Cl-\h.'-11>.'Et. FW'.f"E wm. '...o;:;r;s ,>...'"'s-5Sfv"E A$ l<EOJ,P.ii,'P BASE DETAILS NOT TO SCALE PELICAN HILL C D •, / .~Ut•;CR&'"E fOOTI"-.'~~ q;_.,: ;i /,.,/ !;;rl0J'1E;':.:iN(S•".Al-C.:l..t."-TV.::NS, ' ... ---'- ,o tt-:0>',i:·.S,Rt,./G LAU::.UP-TK:'N(., CONCR2Yf" CC!L(8.A~.'D FJ:S.1SH r,_::;-,~,ATCH i"f'l::UCCr sc,:,NC-."90 1 l } DIRECTIONAL SIGN S4 X1 NOT TO SCALE • .> ,F 4.S°Cets:TN'JCUS I S...""\.'i:'c.W:C=2 1/Z :7'AH0i..E (!·1·,-..: . .<t_) ROAD -STREET IMPROVEMENT PLAN 00 0 0 N " co N ...! ---------·--------------·---------~10::: SIGNING AND STRIPING PLAN DETAILS a. <i: l l I. I 1 I i [ INS/l,IJ. SIGN W20-1 / 'ROAD WORK AHEAD' ··, . ··-------~-.--· • ······•··--······ --------············ DRIVE BEACH ' ~-·-~---------· ·----------,,,-"'"'" -.-, .,.~,v-.--,-•••-•-•-""-•"•-•~ •~~•--••-•--n•-·--,·~~-V--"-~• • •~ ' ' -• 1000' -·----"""• ---.. -------------• -------·--·· ------ 1000' ' r:::::J I INSTALL SIGN W20-1 / 'ROAD WORK AHEAD' '--·i(,_ INSTALLSIGN W20-1 I 'ROAD WORKAH~'-/ I • .. (,············ ,, INSTALL SIGN W16~1l4 -Jl1'x3(f 'PELICAN Hill. RD.' _ __. I I NQTE: TRAFFIC SIGNAL OPERATION PER CITY OF NEWPORT BEACH ::,: a.. en 0 ij. "' "" I ' I . I ' I ! \ \ ) \ \ INSTALL TYPE II BARRICADE . ?~ .. ·:.~ .. ': . ')1_ /NSIAil TYPE 11. BARRICADE • WiTH SIGIJ W21-5,4 fit "-cv "\ Wm! SIGN .W21-5A @ ' 250' INTERVAL .• f~ ~: ''J, ___c-_ _ -,-------E/'/L _ 250' INTERVAL \ INSfALL SIGN IJ2P::2 .• ,.·· ~~ .. ·•··-·•· •\c•·,7:'•~ ---•---\ ·oo "'" """): ::.:. :;'.;c~"''"'f 1~ ~~\~;• : · ·-,. +". ~ • • · ~ ~t ----~ .~ ,,-• ··• .:·.. • • •. • ~ .. ••• .... ·.' .• • Jff,t'i'.f:t90 -.·-. -. -.. I... -i ··---• • • ~// • ~.-":':;.::::yJT"f--__ .,, ... -"''"p el .. c A N • H -=--_15/ji:___ \ / ~: _./ \ O ,/ .• ' ' •· • /\ .,,c REMOVE/COVER \" vf INSTAU. TYPE ii BARRICADE \ -;a.A~ 0 INSTk SIGN W21..-5A ~;,,;., :,;,> ~ .·. 50 MPH SIGN_ ~\ ,.,-~BRIDGE PIER (TYP.} WITH SIGN W21-5A @ \\ ~. ~0'sHouwERcfr5snY·~ .•. \.,}:.,·>:; ,·"" • ·.\.ltJS.I.AL .. LPIPE.11a.11.R R.JCADE 11 1 \ 250'/NTERVAJ.. O'<()~ ~ -y ON HAGffiff ,-·: .·.•• ' WITH SIGN W21~5A ti . \ \ \ \ v· a'--" d) './ • ''--250' INTERVAL · \ \ ~"<.P. .A . j .,"-...._!NSTAI): SIGN R9-11J \ \ \ %\·· A ' 'SIDEWAlK CLOSED • .• \ .\· i , <. v • / USEOTHERSIDE'· \" \ \ \ 1) I \ \ \ \\ \ ~. \, '\_\_i \ \ ";~'."' -.·""-~· .• -;. .. . ' - "• '.. • --··----·--·----- - INSTALL rfPf II BARR/CAD[ WITH SIGN W21-5A @ 250' INTERVAL. ST.STA:· 10+00.00 -· 23+25.00 ST.ST A• 23+25.00 -32+25.00 250' <J==i -I PELICAN HILL ROAD INSTALL SIGN W20-1 ,(/ 'ROAD WDRK AHEAD' 71 tOO _ -~ --·-+--------------i--------- ST.ST A: 45+00.00 -56+00.00 ST.ST A: 56+00;00 -64+50.00 ST.ST A: 64+50.00 -' 72+00.00 llO 0 0 N ::s: (L ID. 6.) 0 th I I I I ! i INSTAll. TYPE I!· BARRICADE Wl7li SIGN . W1 -6 RT. ON Fl.AG TREE @ 250' INTERVAL • \ \ WORK AREA I -·-,,, • ···< :-- • • ¢::;J • INSTlJ,J;.JYff II BARR/l;Al)E .. "' 'f{?..\ /WII'rl SIGN w1~6(RT.) ON FI.AGmEE... ,;i:c--/ • _/: 250' IN~RVAL • 't. t • i ,,•~ ... -•·::CC' ·.cc•. • ·; ...... ,..,,, ·,---21f 1Yt· .. • • •• ~ . ' • .. !!' ''-.., .. ..... •········~·· .. '· . . . , .38+00 "-.,J_NSTALL TYPF II BARRIGAD_E~== WITH SIGN W1-6(RT.) ON FI.AGTREE @ 250' JNTERV.AL • ' • • • ,~·•.: ... "···· ~ _ . ...-'~~ // /< INSTAil. POST TUBE DEUNEATOI? 25' INTl'RVAL, IYP. ST.ST A= 10+00.00 -23+25.00 ST.STA: 23+25,00 -32+25.00 00 0 0 N i I i ' INSTALL TYPE II BARRICADE c:::::::>-PAJH OF VEH/CUI.AR TRAFFIC DURING CONSTRUCIJON STREET IMPROVEMENT & WORK AREAS SIDEWALK/DRIVEWAY IMPROVEMENT WORK AREAS c::;:> NO. REVISIONS APP, DATE --WITH SIGN .W1~6 RT. ON FI..AGTRE[ @ 250' INTERVAL. PELICAN HILL ROAD ~ S"l"ANTEC CONSUi.TiNG INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 l~f!',..,, .. '-~6000 DALE A. WA "ON R.C.E. 59808 250' .,,, INSTALL JYPE Ji BARRICADE WITH SIGN W1-6 RT. ON. F/.AGTREE @ 250' INTERVAL INSTALL SIGN W20-1 ( / 'ROAD WORK AHEAD' DEVEI..OPERc @liX:e ~:e ro~ 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA (949)720-2200 ST.ST A: 45+00.00 -56+00.00 ST.ST A: 56+00:00 -64+50.00 -----+- ST.ST A, 64+50.00 -72+00.00 PELICAN HILL ROAD -STREET IMPROVEMENT PL.Ai\l TRAFFIC CONTROL PLAN -PELICAN HILL RD MEDIAN ADJACE~IT WORK AREA -ST STA 45t00 -72±00 COUN1Y OF ORANGE FiE80Ui'iCE8 MD DEVaort.~ MAI\IAGEI/BIT OO>Almf.elT SHEET 22 OF 31 =i!,"""'"""'"="""'==============e======="""'""==""""=======!~~ ! #) -'.._ . IA ~lt1!) ff, ,, I I g_; 0 'N • 00 N ..J ii: a. <( C"') i5 ..J w Cl ,_ 0 0.. {f) O' 0 N ...... 00 \ \ \ ' \. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ . I \ \ . \· \ \ \ \. I \ ' l \ \ I I I ' • . I \ \ \ I 8.00 WB-40 Tractor Width T roi!er Width Tractor Track Troi!er Trac::, g feet : 8.50 : 8.50 : 8.50 : 8.-50 36.30 25.00 ltick to lock Tlmti Steering A;;gle ArUculot!ng Angle © 0 • B.00 : 21.30 : 70.0C EAST BOUND DETOUR PLAN 8.00 WB-40 Tmdor Width T roi!e-r Width Tractor Tra,:,"X Trailer Trnc!.: feet : 8.50 : 8.50 : 8.50 : 8.50 36.30 25.0CI lock to Lock Tlrn(;' Steering Anglg Articu!atlng Ang'.e • 6.00 2.UC . 70.00 -• ---• -~ ' -·----··----~-.... -..._,,_ -·-·-----T7+-oo • ......., ___ • ·- X ---------------·----- 34+00 ------------ 600' !NS TALL •• SIGN • W20-1 'ROAD WORK AHEAD' \ ST. STA. 35+00.00 \ _ -·-+-____ 3_,s+oo ____ , ~~,. _' -":::'o -·---- ' -'&~ r l ! I LJ -------------- INSTALL SIGN '1120-· 1 'ROAD WORK AHEAD' \\ ST. STA 35+00.00 ----~-------~+,---------------- 34+00 -----' \. _ ------/ ---<!? -~ 36~00 ~ --~ ----·- 35,00 ~, ,,. ~ ' l'>. Cl I I I , .. J 00 0 0 N =====================================r====-·=~-·=-·==--============================:;;:===============1=2=" ====i=c=uR"'a"'r,"":.1"'cE=PE,=R=P=LA=N=============-4 ;===============,=========================,=-, NOTES FOR MOW STRIP i--->-----J-:-pv11.7: WIDTH TO THIS POINT I SIDEWALK *5' --FACE OF CURB STOP BAR AND LEGEND M LOCATION DETAIL NOT TO SCALE CONTRAGTO/'I SHAU. FURNISH AND INSTALL FACTOF?Y FABRICATED FLANGED TEE (NOZZLE SIZE AS SHOWN ON PLANS) INTO EXISTING PIPELINE. SHOP DRAWINGS WILL BE REQUIRED FOR FABRICATED TEE. CONTRACTOR SHALL REMOVE PORTION OF EXISTING PIPELINE FOR NEW FLANGED TEE REMOVE EXTERIOR CEMENT MORTAR COATING AS REQUIRED AND PROVIDE SUP-ON WELD FLANGES. INSERT FACTORY FABRICATED TEE INTO OPENING AND TACK WELD SLIP-ON FLANGES IN PLACE REMOVE TEE, COMPLETE WELDING OF FLANGES, AND REPAIR INTERIOR CEMENT MORTAR LINING TO THE SATISFACTION OF THE DISTRICT INSPECTOR. REINSERT TEE AND BOLT TOGETHER USING SS BOLTS AND NUTS, REPAIR CEMENT MORTAR COATING PER /RWD SPECIFICATIONS AND TO THE SATISFACTION OF THE D!SmlCTINSPECTOR. IF PORTION OF PIPELINE WHERE NEW TEE IS INSERTED IS NOT RESTRAINED, CONSTRUCT THRUST BLOCK PER IRWD STANDARDS, CUT -IN TEE ASSEMBLY INSTRUCTIONS L CONNECTION TO IRWD FACILITY NOT TO SCALE CURB RAMP R.D.M.D. STD. 1115 (TYPE 2) NOT TO SCALE K NOTE: 24 RAMP MUST MEET ALL lJTLE 24 AND ADA REQUIREMENTS K 24 r. "SQUARE orr MOW STRIP @ MEDIAN NOSE R.P, ·-=r"F'.'",,:--C. """'1'. -----..,,-----.--I ' 2. PROVIDE 5' TRANSITION FOR MOW STRIP TO MEET TOP OF C.B., ; , j" 1'/2" 'R ' "' 1 .G TOE DRAIN, MEDIAN PAVING, ETC. • • "' 1·· •• • " !ls t3 ~w.1 . .¢ ."'. u~ J. V"1£N CLEAR DIMENSION B£TVif£N MOW STRIP AND ADJACENT CONCRETE • • • r . . .. -~ \, Sll?UCTURE (C.8., TOE DRAIN, ETC.) BECOMES LESS TlfAN 2'--0~ !."IC.REASE ½ • · '•• . ,-'.~.,_-0_1 /S'LOPE PER PLAN MOW STRIP VJDTH AS HEQUIRED TO MEET SAID S'fRUCIVR£ • •. • - o.os· R=f/2" ' (TYP) _\\ \\ 2% • 'lc®,o 'lif5:o• • 'lt,<, CONCRETE -~ MOW STRIP ,'ENGTH JOINTS CONCRETE STR AND JOINT PA TTERNS TO M MATCH !./[DIAN CUKBS / ' // ~ ,;:,, ,I -- ' -6" PA 1/EMENT WIDTH TO THIS POINT ' ' ' .;..J "'5~;>1 . to1 ' ·r . ~ ~I I \\ SURFACING 1'-6?' CONCRETE MOW STRIP DETAIL NOT TO SCALE 1 i) ;- ! I I - ' ~--·-----, ___ ,_ A TRANSITION FROM ___,.-; 6" C.F. TO O" CF ,,:i t:..)! ' ~ DETECTABLE WARNING SURFACE L RAMP .. MUST MEET ALL TITLE 2 4 AND ADA REQUIREMENTS '<c; RAMP GTH , b ' PER ' SURFACE SHALL BE WAUSAU DETECTABLE WARNING PAVERS FSU 3008, GRAY WITH L6i DOM[ SPACING,) ~~~ , ., CURB RAMP /" ~ -- NOT TO SCALE 24 6" CURB and GUTTER BANDING NOT TO SCALE CURB FACE PER Pl.Ml ~ WIDTH TO THIS POINT i:::: §,5 24• 24" 12" _____ ,, - 1/,8" R -1/1" R INTEr;.<?AL COLOR CONCRETE -I • (REFFRENCE LANDSCAPE PLANS 1 3/16" _ I * 1 ·1• 14R , o N 'lei J • , 1 \ SLOP£ , ER PIA ---· • --- r:b,.: •c ;. 1~·--.. '" . <I ;, " : ,! ~ • ., , .. ~ <t " .; ""' • ' :, ~ -.... · . '. '.l _. •. ·•:.i .. · .• .•• , • . .. ~ ' ., -"--~ ~ :t:,, • =· ·:...~~-"'""-a,~-~=--... .. = • ~ -~ E ~ -~ Q> A~ ,t ' . '• . 7':-j4 fftiAR '@ !'iio.rie,1¼' .• ..... r -~·-'' r ••., " ,h 1 , -~ :,,,.· ,$&· -:r;:-\~ / ~>---.- . ' . . '. ' (Y \\ ' -,. '{ _.(_/( y { >( \i' A _X 'JX> '( _,~ i( "t /{ I v· .K Jr' \ I; j! ' AC PAVEMENT""'\ 6" CIURB w / SPILL GUTTER BANDING NOT TO SCALE 6" CURB ONLY (NO BANDING) G NOT TO SCALE SE£ !.ANDSCAPE ARCHITf:CT'S P!ANS FOR CONSTRUCT/ON JOINTS, SCORING, FINISH, COLOR A.ND OTHER SPECIFICA"/10NS ' PVMT. WIDTH 1 CURB FACE PER PLAN -PVMT. WIDTH TO THIS POINT 6" !-(FACE OF CURB) 6" ut CONCRE:TE F!ATWORK ,, PER SOIL ENGINEER'S 1/4 R, .~ECOMMfN/JATIONS ' 1.5' 1-1/2" 1/2" R 3:12 BAITER J/8" U,0 1/4" R / INTEGRAL RED CUR/31 PEI? NOT£ B[LOW I 26.5" i "---1 CONSTRUCT PER R.D.M.D. ST{). PLAN No. 120-1 (TYPE A/-6) * CONSTRUCT PER 11,D.M,D. STD, PLAN No. 120-0-0C (TYPE A2-6 CURB DETAIL NOT TO SCALE VARIABLE NOTES F 24 ---REP/ACE WITH MIN, 6" THICK 95% COMPACTED AGGREGATE BASE MIN. 95% RE/AT/VE COMPAC710N PER CITY OF NEWPORT BE'ACH STDS. AND SPECIFICATIONS 1. COLD PLANING AND PAVING SHALL BE MINIMUM O.t2' ACTUAL UM/TS TO BE MARKED BY THE O.C. R.D.M.D INSPECTOR 2. RESTRIPE mAmc LANES/ MARKINGS W/7HIN REMOVAL AREA ANO ANY OTHER TRAFFIC STRIPING DAMAGED DURING CONSTRUCTION ROADWAY TRENCH RE-SURFACli\!G E NOT TO SCALE 24 (2) 4" SCH, 40 NOS CLEANOUT PLUG 41 PB AND AO APTER HUB 4P 11 PVC SIZE PER Pf.AN-~ DlIDfB"J AV S~Ol * 5' I * N.T,S. SIDEWALK -'-----J PVC SLEEVE INSTALL Sl.EE\IES IS PAST EOGE OF SDEWAU< ~ ~ __ ~ ~T. STA. OF I[ IRR/G. 30' BELOW SUB·-ORADE. =------7s1_[[\I[ PER PLAN PLAN N.T.S. IRRIGA TIO!\J SLEEVE DETAIL N.T.5. BROOKS 4 TT-CLEANOUT BOX WITH TRAFRC COVER STAMPED " SD CLEANOUT " . NDS CLE'ANOUT PLUG 41 PB AND ADAPTER HUB 4P11 C 24 4" PVC RISER GROUND AREA N.T.S. _SECTION A-A N,TS STORM DRAIN CLEANOUT NOT TO SCALE ----~--fl PIPE DIA. ' BRICK lAY£D ~ ., LE,·N.· --GTH·. WIS .. [ .. AND MORTARtD U ·. J .i I 1•r·-c I 1 ,, 1 • , •~ "I >I .j t i , ,....,,.,.;.;._....,·• . B 24 l . . . ) ~ .. . ~ , / ., I .p ., ' a, ' 0 L 0. / . > I . ' ' .. 1, I I - I , l 00 -~ . -· --- " -·"---- --- -·--~· NO . REV!510NS -~r• 1/'~~illii~ . . ,,,_ ' ~/~LEN ~ ~ ii;" 1' If;_,,; <!it&,,, ... ... 'Y .fl~ ~ 0 %\ /,':;:;a ::z.,-,-, =~, o. 59808 °0 / \~Exp, 1-2/31/07 ~ ·---·---- J); ::IVIl~~-"1' o7 ' i( 1\~ --··---. ~ ~~ APP. DATE -~~ FrEPAFJED av, ~ STANil'EC CONSUi.TiNG INC. ·-:_/H i 9 TECHNOLOGY ~RIVE IRVINE, CA 92618 ~~~23.6000 W-#6 -..com DALE A. WATSON R.C.£. 59808 EXP. 12/31107 . SHEET REMOVED FROM COUNTY PLAN SET -TRAFFIC SIGNAL PLANS TO BE SEPARATE SUBMITTAL TO THE CITY OF NEWPORT BEACH DEVELOPER• PELICAN -HILL ROAD STREET IMPROVEMENT PLAN. -~~ 11.H:E ~RV~u\~E m~~fJP~IIY TRAFFIC SIGNAL PLAN FOR REFERENCE ONLY .:_,, 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CAUF0RNIA - (949)720-2200 COUNTY OF ORANGE - ~ AND DEVB..OPIJ.ENT I.WIAGal.ENT DEi'~ SHEET 25 OF 31 . -W '. ~I{!. 1C171G"7'i:~~ ~ -~ •, 6 co 0 0 N M ~ ...I w 0 1- <=l fL ::;: Q_ <.f) (l l lf) . 0 ,n Cl [f • 0) :;::: . ) .. }!'. .. ~ l n ' r tf) "' -/ C, +.,, u OJ ·, 0 '-Q. / > X ' . -----·" . . -=· -= - - NO. ---:!:'!---~---· .. _____ ,,_ ~~-s-~ "' ~ri :~~:~ --·---- --1/,!!J' {<r :.tf? ;:{f,~ ---~---·---·--~-- ½'-' t.P~ z;-cf ~ -;:-,,.c,~ ·-\~I No. 59808 / c;J -----------·---.. ~ -l<~xp • ..!UdJ~iLQL -;;* ~ CfV.(~ ~~ ----·------· ~'>; -----· -i?EV/SIONS APP. DATE .:::;::, - PREPAR!i:D gy, ~ STANTi:C CONSUi..Tll\!G INC. 19 TECHNOLOGY DRIVE IRVINE, CA 92618 tm; w;9 923.6000 ½ ·~/'6sh:l'il2!:s:crn ... -:::-~ ,:/ "\__. t "' DALE A. WATSON R.C.E. 59808 _ DJ:.__ 12/3!}:.07 - . -- ' ' SHEET REMOVED FROM COUNTY PLAN SET -TRAFFfC SIGNAL PLANS TO BE SEPARATE SUBMITTAL TO THE CITY OF NEWPORT BEACH DfifllELOPER> .. PELICAN . HILL ROAD -STREET IMPROVB\l!ENT PLAN i~~ liXE ~~V~~E OO~!P~ TRAFFIC SIGNAL PLAN FOR REFEREi\lCE ONLY 550 NEWPORT CENTER DRIVE NEWPORT BEACH, CALIFORNIA ··-~· COUNTY OF ORANGE -(949)720-2200 ~ AND DEV!:LOl'MB,lf MANACll:M311T DB"AITTIJ.EM' SHEET 216 OF 31 -• • J lA~-" nu-~~·-~ u~ ';;;-fl_~ ·~~7 l ··- 00 0 0 N . co N ..J -" IJ.. < I fl} ~ ..J UJ C i I i I I ,/~t{:;t, ' ' ' \ \ \ ' \ \ ' \ --~-" .. -~ .. ~-~-·- .· l '> ' / .~ . I ·' f -------- 0 100 CONTRACTOR NOTI~S L CALL "UNDERGROUND SERVICE ALERT" i-800-422-4iJ3 A M!N!M"UMOF 48 HOURS PR[OR TO ANY EXCAVATION. C01'."TRACTOR IS TO REFER TOCIVILDRAW1..:NGS FOREXISTING AhTI PROPOSED FACILITIES, {BOLH .ABOVE GROUND AND BELOW GROUND). 2, nns PLAN IS FOR BIDDJNG AND PER.,"hJ!TTING PURPOSES ONLY. ACTUAL CONSTRUCTION DOCUMENTS WILL BE PROVIDED BY EACH DRY CT!LffY AGENCY, CO!--'TRACTOR SHALL BE RESPONSIBLE FOR lNSTALLATlON OF EACH DRY UTILITY SYSTEM fN ACCORD.AJ-;CE WTIH EACH DRY UTILITY AGENCY'S CURRTh'T SPEClFJCATJONS, POLICIES A.>m PRACTICES OF \VH!CH THE CONTRACTOR IS TO BE THOROUGHLY FA\ill.lAR, 3. \VHEN GAS JS TO BE INST ALL ED WITH OTHER DRY L 'TlLlTlE$, CONTRACTOR W'ILL BE RESPONSIBLE FOR S_4.ND SHADING AND PROV-ER SEPARATION FROM THE OTI-IER UTILIT1ES. CONTRACTOR SHOULD NOTE THAT THE GAS PIPELINE CHANGES DIRECTION Al S!IARP ANGLES, NOT ON A RADIUS UKE TH£ OTHER DRY UTILITIES, CO1''TRACTOR WILL BE RESPONSIBLE FOR TH£ EXCAVATION NECESSARY FOR GAS TO ACCOMPLTSH ITS INSTALLATION. 4. TRENCHES SHALL ALLOW ROOM FOR CATV FACILITIES, NORlviAl.LY 2~3" CONDUITS \V1TH LATER.A.LS. TRENCIDNG COt•fIRACTOR Sl-I..41.LL NOTIFY COX COMJ-.,fl.JNICATJONS CO1-L"v1ERCLAL CONSTRUCTION COORDINATOR, JOHN HOWARD AT 949-546-2349 A MJNJM'JM Of 72 HOURS l'RIOR TO OPENING T.RENCI-:lES. 5, LOCATIONS OF CATV VAULTS MAY OR MAY NCH BE SHOWN FOR CLA!U1Y EXACT LOCATIONS OF CATV VAULTS ARE TO HE ESTABLISHED THROUGH A COOROlNATED EFFORT BY CONTRACTOR ANDl}TIUTY CONSUL TANT. 6. CONSTRUCTION ALONG AN EXISTING STREET SHALL FOLLOW W.A.T.C.R .:M:At .. 'UAL GUIDELJNES, 7. PRE-TRENCH MEETING NOTIFICATION SHALL BE GJVEN T\VO (1) WEEKS PRIOR TO TRENCHING TO ALLOW THE SCHEDULING OF EACH UTILITY INSPECTOR. CONSTIUICTION NOTES l. CALL "l!NDERGROUND SER\1CEALERT" AJ l-800-422-4133 2, Mi\INT A!N A MINIMUM COVER OF 42' BELOW FINAL SURFACE FOR ARTERJAL STREETS M'D 36" BELOW FlNAL SURFACE FOR LOCAL OR COLLECTOR STREETS. MANDREL ALL COl\'DUITS. a, WHERE CONDUJTS ARE PICKED UP OR INTERCEPTED, CONTRACTOR TO MANDREi. AND INSTALL l'!Jl.L ROPE FROM STRUCTURE TO EXISTING STRUCTIJ'JIB, 3, "RECORD DRAWINGS" SHALL llE PROVIDED BY THE CONfRACTOR a, SHALL REFLECf fINAL DUCT CONFIGURATION AND IDENTIFY EACH AS '!O ITS DESTINATION. b, SHALL REFLECT DUCT FOOTAGE, TRENCH AND VAULT TIES, c. CONTRACTOR SHALL SUBMIT TWO (2) SETS OF MICROFICHE OF THE "RECORD DRAWINGS11 TO THE CITY INSPECTOR PRIOR TO THE INSPECTOR FlNALIZ!NG THE PERMJT. 4, MINIMUM RADil (UNLESS NOTED OTHERWlSEJ: SCE-12 '/2': PBT-25': CATV~!2 '/2'; CO:tvfPETfITVE ACCESS=12 ~'),' 5, BACKFILL ROAOWAY SHALL BE TWO-SACK SLURRY. ·rnE CONTRACTOR SHALL RETIJRN TI!E ASPHALT STREET SECTION TO CITY SPECIFICATIONS. TlllS Ml\ Y REQUIRE GRTh'DlNG AND OR OVERL>\Y OPERATIOKS, AS REQUIRED BY THE CJTY ENGINEER. AFTER FINAL PAVJNG, 11fE CONTRACTOR SHALL SLURRY SEAL (TYPE lf,ANY ASPHALT PAVEMEl\'T DAMAGED DURJNG CONSTRUCTION OPERA TIO NS TO A FULL LANE WIDTH FOR THE Th'TlRE LENGTH OF THE PROJECT, 6, CONSTRUCrION PERMITTED 7AM TO 7PM MONDAY THROUGH FRJOAY, NO CONSTRUCTION PER.'l!ITTED OUTSIDE THESE HOURS OR ON SUNDAY FEDERAL HOLIDAYS AND ALTERNATE FRIDAYS \\'HERE THE CITY IS CLOSED L'NLESS A TEMPORA'l.Y WAIVER !S GRANTED RY THE CHIEF BUILDING INSPECTOR OR ms OR HER A l.ITHORIZED REPfillSENTATIVE, 7. NO WO!UZ IS PERMlTTED ON ARTERIAL STREETS BEFORE 9A.M OR WILL CONTINUE AFTER 3PM UNLESS A TEMPORARY WAIVER IS GRANTED BY THE CHIEF ll\JJLOING INSPECTOR ORHJS OR HERAUTifOR!ZED REPRES8'7"ATIVE, 8, MINIMUM WIDTH OF ASPHALT CONCRETE CllT SHALL BE 24 INCHES PER Cf1'Y STANDARD PLAN 9. CONTRACTOR TO COORDJNATE WITH SOUTHERN CALIFORNIA EDISON WllEN REMOVING AND SETTING STREETLIGHT POLES AND FOL1''DATJONS, EDISON CREWS WITH DE-ENERGIZE STREETLIGHTS AND REMOVE POLES, BOLTS AND BASE, CONTRACTOR TO INSTALL THE NECESSARY CONDUITS, HANUHOLES A.NO PU'LL ROPES, EDISON CREWS TO POUR BASES, SET PROPOSED STREETLIGHTS AND RE-INSTALL WIRJNG, 10. THE TRENCHING PLAN TO BE WORKED AS A PART OF THE STR.EhJ.' IMPROVEf\1£1'7' PROJECT, THE TRENCHING CONTRACTOR IS TO COORDINATE CLOSELY WITH THE PROJECT CONTRACTOR TO KEEP TRENCH FROM CONFLICTS WITH PROPOSED STREET AND STORI,! DRAIN JMPROVEMENTS AND WITH TRAFFIC SIGNAL INSTALLATIONS AN'D MODJFICA11ONS, IL THE CONTRACTOR SHAJ.L BAVE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ENGINEER PRlOR TO STARTINO ANY' \VORK. 12-CONTACT RESPECTIVE UTILITY INSPECTORS BEFORE INTERCEPTING OR ENTERlNG EXISTING UTILITY STRUCTURES OR CONDUITS OR TO SCHEDULE !NSPECI'IONS, • SOUTHER!--CALIFORNIA EDISON· DAVE SEELEY, 949-458-4666 • SBC PACIFIC BELL -DOUG GAL VERY, 714-2.17-61.56 • SOlJTl!E~"f CAUFORNIA GAS· KA THY DOUGLAS, 949-448-8511 • COX COMMUNICATIONS· JOHN HOWARD, 949-546-2349 • CACI SYSTEM-DAVID LEES 951-279-7900 13. AT COMPLETION OF \VORK, CONTRACTOR SHALL REMOVE ALL U.S.A. MA.RKL.'\JGS. 14, THE CITY OF NEWPOKr BEAOH MAJOR U11LTIY PERMIT STANDARD CONDJT!ONS APPLY TO THIS PROJECT. 15, Al.L 1Jl:!Ll11ES INSTALLED BENEATH PUBLJC STREETS, STREET CROSSINGS Al'm IJ\'TERSECTIONS (LOCAL STREETS EXCEPTED) SHALL BE BORED UNLESS OTI-IERWISE APPROVED BY THE INSPECTION SUPERil"17't'1'l'DE"NT. If OPEN Cl.ITTIN"G OF A STREET IS ALLOWED, REPAJR OF THE STREET WILL BE IN ACCORDA.¾CE WITH CITY Of NEWPORT BEACH STANDARD PLAN. TRAFFIC SIGNAL NOTES I. ALL TRENCHING SHALL AVOID TRAFFIC SlGNAJ" JNSTALlXl1ONS MD MOmFICATlONS, PROPOSED ANO flff~'RE, CONTRACTOR TO COORDL'IATE vmu TRAFF[C SIGNAL CON7"RACTOR TO AVOID CONFLICTS WITH BASES OR CONDUlT SYSTEM. 2, THE CON'.IRACTOR SHALL NOTIFY CITY OF NEWPORT BEACH TRAFFlC OPERATION 200 , 24 HOURS PRIOR. IO ANY WORK WITHIN 250 FEET Of ANY SIGNALIZED INTIRSECTION. 400 CAUTIO;,,i: Existing Edison structun:!s shown on this drawing conto.in energized coble and equipment. Entering structure or breaking through waH to be done ONLY under supervision of Edison Hot Stand by Crew or Edison Approved Contractor. BEFORE Yf)U DIG"' CALL I\ UNDERGROUND SERVICE ALERT of Soulli~rn California 1-800-422-4133 SCALE IN FEET DRY UTILITY COMPOSITE PLAN 00 0 0 N -----------------------------...t,----------------------1100 DEVELOPER: THE IRVINE 550 Ne,,v_port Center Dr. Ne,1rport Beach, CA 92658 COMPANY (949) 720-2000 fax (949) 720-2161 PLANS PREPAAE'.D SY: JR U11L!TY CONSULTANTS 218 N. Lincoln Avenu.e Suite #!04 Corona.. CA 92882-1850 (951} 279-7900 Fax (951) 279-4116 PELICAI\I HILL ROAD N ..J -0:: Cl. <( M ~DW=N-BY--.=M•,,,-1--------------------~ ~ " PR0,JECT MANAGER: DATE: 03-•27-2006 r- I ELECTRIC TELEPHONE C) · CAW~ Number of E!ectr(c Conduits , .1. conduits t S,ze 01 -·stn.Jdure o Ouct bank footage to cop. "'tn.tcture, or stn;cture ''- • • t CondU!tS Numwer "' ,. "f Street L19h · d its Size of con u -"mcture to Foot-age:-;,,-~ Ol.ct bonk . structure to cop "'tructura, or · " 8 conduits Ni;mber of Te!ephon • f conduits. \ Size o . structure o t bank Foo'i:age ~ Due .. ~~ucture to cap. structi.1:-ie, or ., ... _ , CATV Conduits Nuf!'ll)er o, Size. of con:::~:ge-struclure to EX CAN VU. s A. s+o6 M.H, 653 TO PED. ~ COMPETiTl'/E ACCESS ~ Duct bonk t cture to cop. structure, or s ru . • ff e Access Cond1nts Number of Compe J iv ~- GAS tE- dui~s Size ot conFoolr.iqe-stw,;:ture to Duct bon'k tructure to cap. structure, or s • f Gos Pipeline . Size <:i • eHn(';-connection io Footage of Pip ction to ,.:op. ti or ccnne cormf:lc on, f ,:,,EC Cond:,iits Number o ~ -~-r-EC Condui...s Size of S • strudure to ,. _ k F ootoge--' SECURITY ~I 7 ~~~~'~:. or slrncture lo cop. M.H. 653 TO CAP M.H. 7118 TO CAP EX AGV AT STA. 59+96 TO CAP \Ill.LAS 1 5 CAP FOR flJTURE UPPER- r;-;:-.-1--'of A:· 56+66 455 1.,..5" SCE 2-4 .. SSC ,}-J"CAN 4--•l°CACI 2" GN5 I 2'3 333 '4 260 ! _SJA 64+70 EK c~rv 17X30 \t'ROPQSED !RRIGAJ!ON STA. 64+50 Mrn'.R PEDESTAL DEVELOPER, THE IRVINE COMPANY 5.i;;o Newport Cent...'"r Dr. Newpon Beach, CA 92658 (949) 720-2000 Fax (949) 720-2161 0 20 40 80 SCALE IN FEET PLANS PREPARED BY, JR G JI U11LHY CONSULTANTS 1!' N Lincoln Ave:nue -, . Suire #104 Corona, ' -CA 02882-1850 (05 l) 279-7900 Fax (951) 279-411◊ r t 1 3 193 M/L TO CAP 497' W~CAP (VERIFY) M.H. 71 i8 TO CAP l 49+90.78 STA PEUCAN Hlb,k-_ 25+16.49 DRIVEWAY E~'TRAN•.c INTERSECTION SlGNAlJZED ---48--HOURS BEFORE YOU DIG f""":;:~-;;:::: CALL UNDERGROUND SERVICE ALERT ._ of Southern Califom.1a 1-800-4~2-4133 co lr'"""""D_R_Y_u=r:-1L=1r:::v-:::c;;o~M~Po~s~1rnE~PPLL~ANNl ! PELICAN HILL ROAD M l=:-::::'."';:;;;----I~;:;~:;;;~~;::1~0A~r~2~;;~0~3;_2~1~-i2o~oia1W ~ PROJECT MA~GER: DWN 8Y, MW SHEET, 28 -808 GREGORY OF 31 SHEETS C CKD 8Yc RGI INTERCEPT EXIS71NG CAW COMDUITS AND INSTALL NEW AGV 44 I 127 CAP FOR flJTURE LOWER-VILLAS+ 1 I~ STA. 40+11 ,23 J SCE 1-5' GAS 2" 2 4 CATV 2-3" 345 CACI 10·-4-"" SBC 2-4~ 213 18, CAC! M.H. AT STA. 47+70 TO M/L M/L TO CAP M.H. 7119 TO CAP AGV TO CAP CACI M.H. AT STA. 47+70 TO CAP CACI M.H. AT STA. 39+70 TO CACI M.H. AT STA. 47+70 PR BURO STA. 44+07 10 TO PED. r·~~r··- ½'P'!,R¥oJ::Plfs'!'E"oD6"B11.URruD"--'TRAN.rs,,,sarF:;,O,,R,..,r.Elo.<_+-::'.;.' :'74 EX. VLT, f/652 STA. 44+09 595 TO SURD CAP 1-4" SCE \ ' \ \ \__ 8' SIDEWALK \__ ____ CURB FACE EX. VLT. #652 TO CAP 2 5 EX. SBC M,H. 7120 SIA 4 +58 EX. CAP SBC 2-4" (PROTECT !N PLACE) CAP 3-3" CATV 3-4" sec (NEW) 12-4" CACI EXISTING DRIVEWAY '----------'CA!'S'~L.MJ.:b_ STA 39+70 0 20 40 SCALE IN FEET 80 M/L TO CAP TV AG.'V TO CAP CACl M.H. AT STA 39+70 TO CAP ELECTRIC STREET LIGHT TELEPHONE CA1V COMPETT!lVE ACCESS SECURITY ffi EX. VLT. 652 TO M/L CACI M.H. TO M/L CAIJ..OUT l@t' Numb-er of Etecfric Conduits Size of conduits Duct bank Footoge-structure to structure, or structure to cap. Number of Street Ught Conduits Size of conduits Duct bank Footage-structure to structure, or structure to cap. Number of Telephone Conduits Slz:e of conduits Duct bank Footage--struchire tc structure, or structure to cap. Number of CATV Conduits Size of conduits Duct bank foota-ge-structure to structure, or structure to cap. Number of Compe1itiv~ Access Conduits Size of condtJits Dui:::t bank footage-structure to structure, or structure to cap. S!:ze of Gas Pipeline Footage of Pipe!ine-connection to -co,nnectlon, or cormecfion to cop Number of SEC Conduits Size of SEC Cond1,.1tts Duct bank Footage-structure to structure, or strudurn to cop. 48 HOURS BEFORE YOU DIG CNL UNDERGROUND SERVICE ALERT of Southern California ~~~=~1=-~8~0~0~~J2=2=-4-=13=3=='» DRY U1"!L!TY COMPOSITE PLAN 00 0 0 N I A l 0 M/L ., ,, TO CACl 1,1,n. STA. 31+70, 'X6' CACI MH; 4 X5 RACKING; E/W LADDER _&_ TRAFFIC RATED 30" H-20 F&C, ,.-3 ' 1 M/l "TA 31+80 I 5?0 ~ ,~~.:::--lc__::_~, CAP 1-3,_ I FF<OJFR TRAcF6~TROllER SlGNAl ., TO CAP I I I I r ,, ' ----''-!-·-' ' ,-' ' I I ELECTRIC STREET LIGHT TELEPHONE CAN ~·riv, ACCESS COMPL1i - GAS 31 +08.66 PEUCAl\1 HILL 1 0+00 ¥c >Ill,_ y ENT~RAAiN~'C;,\E: " ' , DERcrvn16'~ SIGNALIZED INTERS · 73 M/L TO CAP EX. M.H. 712:i TO CAP CACI M.H. TO CAP ~ Im' • Condmts -of Electric , Number . Size of conduits e-strndure to Duct bard-< Foolag ture to cap. -trncture. or struc . .d 'ts ,, , ht Cor> u1 ,i; Street Lig · Number o, S ,ize of conduf:s "'"'ruchJre to ~ F o~ags-,.,, Dud bank o structure to cop. structure, or -·t• Condw s f Telephone Number o . Size o, co sfructur.e , nduits to ,_ F ootog-e-Duct ban"' _,. re to cap. stn,.1c,u structure, or . f CATV Conduits Number o . f co•,duits , to Size o • Footag~-strucwre Duct OOnk tructure to cop. structure. or s Conduits titive Access Nurnber of Co.'71~ Size of con<lw.s e·-structure lo Duct bank Fo:;idure to ,cop. stru.;::ture, or Size of Gos Pipeline clion to P• ... ,,,line~-conne "o"tOO$ of •r-•t'on to cop. , " -• r connec 1 connection, o ., SEC Conduits SECURHY Numbar o, Conduits / ___ Size of SEC_ ~-structure to / ;:: ··-'-t bonk Footage , . op. ( 7) j I .... ~; Due . ,-structure to {; • -, -strvci:ure, or CACf M.H. TO M/l 44 645 ! ;( DUAL METER 1 PROPOSED 'RRIGATlON ONLY PEDESTAL • STA. 26+80 - CAP 1-3" SCE c-,; , JTIUT!1,_;'. 2S:L_{,_C) ?i:F~4" <a"-~ 2-,;" ' , M/L TO PED, , ' , I / 3' 177 ! , 0 '7121 EX. SBC, M.H. 12'X6"X7 2C CURS ·_- 40 SCALE IN FEET 80 DEVELOPER: PLANS PREPARED BY: THE ANY IRVINE COMP rt Center Dr. 550 Newpo b CA 92658 Ne,\vport Beac , · '049) 720-201)0 I'ax \949) 720°2161 ~ (G Ir UTIL!T'/ CONSULTANTS 218 N. Lincoln Avenue Suire #l04CA 92882-1850 Corona, ~ (95 l) 279-7900 Fa¼ (95 I) 279'4ll6 DRY UTILITY COMPOSITE PLAN PELICAN HILL ROAD OWN BY; CKD BY: SCALE: 1) PROJECT MANAGER: DATE: 03-27-200(; BO!l GREGORY SHEET; 30 OF 31 SHEETS 00 0 0 N ~ co N ...I -c:: C. <( EX. PUH 5365431 6'3''X11 '6" PROTECT !N PLACE If PRQP9'1FQ StDE\VAU< :: PROPOSED /--DRIVEWAY I r~ ~JI~· >it!OM .:10 GN3 1-DRAJN STA. PEUCAN :HILL 10+00 NEWPORT CO,fST 10+00 J ,-----8' SIDEW.A.LK I I r INTERCEPT POINT "A" TO CAP POSii!ON EX. SBC M.H. 1/7122 12°X6'X7' STA. 17+25 15 I 15 1 5 15 ' '. __ . -., . ·\ I ;.cf ~ i':. di ct! CAP POSITION TO lNTERCEPT POlNT "8~ SBC M.H. 7122 10 CA~ ~ DETAIL ~--'fj:;-......,> I ; • 1y·=20' / / -~ // ~-.. ·~✓/ • ' I I I I • k'\...r -I ,,.J _,, --=::::::.....: -----· " •-.J ' / • ·/!;" I --.. -....z,, ______ I.~_,';---:.._' -- • - : . I j ( ) ' · / • ' ' ,f-J,.'t 1 ' ----/ j '. __ . CAP FOR FUTURE 2-1~ ,----,G"O"LF~c1M_u"'s;f\Hci;OH;US;;;E;-t 175 I STA. 15+20 SCE 1-5"' SBC 3-4" CA1V 2-3" CACI 6•-4" GAS 3" CAP TO CAP EX. CAW VLT. TO CAP CACI M.H. AT STA, 15+25 TO CAf" ELECTRIC STREET UGHT TELEPHONE CA1V NOTE, ENTERING OR!NTERCEPTING EDISON STRUCTURES OR DUCT TO BE COMPLETED BY EDISON N>PROVED CONTRACTOR OR 'Hor STAND !3y" GREW Number of Electric C<!nduits, Slze of conduits Duc-1: bank footoge-si:.ructur.e to structure, or structure to cop. Number of Street light Conduits Size of conduits Duct bank. Footage-structure ~o structure, or structure to-cap-. Number of Telephone Conduits Size ot conduits Duct bqnl<. Foofoge-·strudure to structure, or structure to <:op. Number of CATV Conduits Size of cond1iits Dt;d honk footage-structure to structure, or structure to cop. / 1 • ;/ , , • / : • 1 • • •• '. ~ re c;::i _ ·/ \• ""· • _ l (C / -;_-(/;/½:I / --z lW~--T __ .. /(.. ( ·;' ~T~ COM.PETfT!VE ACCESS @= ~ ~--Number of Competitive Access Conduits Size of conduits Duct ban1< Footoge-structure to structure, or structure to cop. 1 1 ---1., _; r , , ,, ;· . r/ I _}; [ ::/ .. r • ·1-·· / /' " ,J I .• ! • /<) •fb,.i . -I N p w l \ 1 I,, I! i • 11 i / . : } - • I ' • ' ·"~·---=-..;_;_--- 0 20 40 80 .SCALE IN FEET DEVELOPER, THE IRViNE COMPANY 550 Newport C~nte-r Dr. Newport Beac!1, CA 92658 (949) 720-2000 Fax {949) 721) .. 2161 UTILITY CONSULTANTS 218N. Lincoln Avenue Suite#104 Corona, CA 92882~ 1850 (95!)179-7900 Fax {95!) 279-4ll6 GAS~ SECURITY Size o1 Gas Pipeline Footage of Pipeline--connection fo connection, or connection to cop. Number of SEC Conduits SlzB of SEC Conduits Duct bank Footage-structure to structure, or structure to cop. UNDERGROUND SERVICE AL!i:RT of South.em iJalifoll'ni:ti . 1-800-422-4133 DRY UTILITY COMPOSITE PLAN PELICAN HILL ROAD 00 0 0 N " co N _J -a::: Cl.. <