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HomeMy WebLinkAboutT_5889_S, , . GENERAL .NOTES . . ' . . .. , ,_: AC1t:woRK, :MATERIAL !',ND EQUIPMENT SH�LL CONFORM TO THE · REQUIREMENTS .OF THE STATE OF CAUFORNIA, .DEPT. OF TRANSPORTATION, C STANDARD PLANS AND .STANDARD SPEClFipATIONS DATED JULY, 1999, THE · SF';ECIAL PROVISIONS FOR THIS PROJECT. · . ··-,� .... ·2:--;(Jl!UT:IES.SHOWN ON-THtSE.PLAN.S ARE CORRECT-AND ACCURATE-TO THEEJ(TENJ · OF }\VA�I.ABLE RECORDS AND KNO)'ILEDGE. THE CONTRACTOR, HOWEVER IS .REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOIN'G WORK THAT MAY DAMAGE . . ·SUCH. FACIUTIES OR INTERFERE WITH THEIR SERVICE. . ,::, .. ' :· .: •. •· .. ·•· .··. . . . ·. I . . . . . ,,;;; ;·:" y; < , 3, '·THE:WNTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AN.D NOTlFY ''.'.•,··.\.·.,_· .. •·,.•.: ·' '· .. ALL.•UTIUTY COMPANIES A MINIMUM OF .48 HOURS PRIOR TO START OF. :toNSTR\JCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR . NAT ALL PHASES OF CONSTRUCTION WITH THE VARIOUS . UTILITY COMPANIES INVOLVED. . · THE CONTRACTOR SHALL NOTIFY TRAFTTCj OPERATIONS AT . .. .. THE .CITY OF .. NEWPORT. BEACH AT (949)644-332.A-48 HOURS PR.IOR T ·l>TART OF CONSTRUCTION, I • \ . 5.ALL TRAFFfC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY. .. THE .CONTRACTOR UNLESS OTHERWISE SPECIFIED; • . .···.. . I ... 6.: THE. EN�INEER SHALL APPROVE THE EXACj LOCA'fION OF AU. PULLBOXES,< ·. COfllOUITS, LOOP DETECTORS, CONTROLLER ANO POLES IN THE FIELD, ·. i 7.ALL CONDUIT SHAU. BE 2# UNLESS OTHERWISE SPECIFIED. 8.AU. PlJLLBOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. 9 .. EXIS'fING 8 PHASE MULTlSONICS 820 SYSTEM CONTROLLER . ASSEMBLY. WITH INTEGRAL I COORDINATION, TELEMETRY, •DETECTION AS SHOWN II; COUNT STAT!ON TO REMAIN. !N RELOCATED TYPE. •p� GAB[NET. ,E:XISTING.TYPEiUI SERVICE CABINET WITH THE FOLLQWING _CrRCUIT BREAKERS: 50A-,[P(METERED SIGNALS), 30A-1P(UNMCTERED ·. UGHTING); j8,-15A�IP(METERED ILLUMINATED SIGNS) TO. B.E REI-OCATEO.. -i : . -. '. i . . . . : : . . . ,. �-. . : . ' ·_ . ' . ·· 10.THE· CONT�CTOR MAY Pl.11,CE CONDUIT BY JACKING OR DRI.WNG. ' . i . ; . . 11.ALL VEHiCLE lNOICATIONSISHALL BE 12" WITH GLASS LENSES,ANO METAL[ HOUSINGS AND BACK PLATES. EXCEPT PROGRAMMEDVISIBlUTY ;HEADS.. . I 12.ALL. NEW LOOPS. SHALL BE 6' CIRCULAR, WITH 9' SPACING IN. THE .DIRECTION OF TRAVEL,· CEI\HERED [N LANES UNLESS OTHERWISE · ., . . . . . \ -..·-... . . . . .. 13.ALL TRAFFlC LOOPS, SIGNING, PAVEMENT .MARKERS AND STRIPING SHALL BE ¢OMPU:TED PRIOR TO TORN ON. ' . ·. . 14.· THE. coNoJcTOI� SCHEDU' d rs FURNISHED AS AN INSTALLATION·· GUIDELINE !ONLY. IT SHAl), BE THE RESPONSIBIUTY OF THECONTRACTOR TO PROVIDE ,THE CORRECT CONDUCTORS REQUIREDFOR THE I\IITENDED OPERATION. 1,5 •. ALL WIRING AND EQlJIPMENT .SHALL BE MARKED (TAGGE(j) WITHINTHE CONTROLLER CABINET ;FOR PHASE IDENTIFICATION. I 16.UNGROUNO SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPUCED. ! ' ' • ·CONSTRUCTION NOTES,. . .. .. ' . EXIST 2·c. · . I \ 1DLG··� t· ··,. .:;_ ,::-, .· - :- . : :,-.. DJ RELOCATE EXISTING TYPE P CABINET WITH 820 CONTROLLER. ASSEMBLY, EXISTING TYPE in SERVICE &.BINET, AND EXISTING . lf',IJE�CONNECT SPLICE CABINET TO NEW !LOCATION AS SHOWN. fJ;JRNISH AND INST AU. NEW CONDUIT AND PULL BOXES AS SHOWN.. . . CONDUCTORS THROUGHOUT. ill 11e, ..... ,,. <:o"l'Hctlr>� � .. , :'?1� I rn �" .. E ,;s1� 'Oo.,'I, .... '(,. \\aw C UD.) arid. llw/'tsc,:l PQ"c,,,,e"t l'l\crt.l".P'G)1:ns-t .. 11 lldn., I ;s al !Sb� ,,.. � ... .-,.,,,,.. c,ar;.i;,...·, >; ·" 1\wn,,p1as1,�m 1:ns,½.,. \! T'jk :Jlt(t..\ flr•o.w Jo, -n-..,.,.,.,.p,�h"<.I ·® Tns�\\ Tro�·c. Lo.f,s cv>d: Si,1il:� -i., E•1s+1":i '!>\..C. (:B. rr.oo;.<;y Etu-i.;.� ''."'�;c i:..bi,,,_+ f. r-E-..1.s;,r� <Pb fM. �.e.. . C NDUC OR SCHEDUL RUN NUMBER CIRCUIT-. 113 i" 115 3 3 3 3 -'---,..------,f-.�4---+--+--+--,i 116 3 3 6 6 . 118 #1 4 "'-!1_4P ____ --+---I----· �'--+--¼----I 116P 2 1-4 4 ¢BP 2 2 4 4 , 112PPB 1 1 11 2 2 !il4PPB 1 2 2GISPPB 1 2 2 IIBPPB·1 1 -1 1PPB COMMON 1 1 1 2 2 !SNS 2 2 2 2 2'SPARES 3 3 13 6 6 TOTAL 22 25 17 52 52 Sl.GNAL & S.IGN COM.. #1 Q .LIJMINAIRESTOTAL 1 1 1 2 2 2 2 2 2 2 3 3 3 4 4 1 1 1 3 _3 3 LOOP .. 1,-.111...:3------+--+---+--+---,--l--,i f4 5 5 DETf------��+--+---+--+---'--l--'--,i 165 2 2 2 CABLE 1------------1----+---+----1----1.1116 3 3 3 ; 2f/l6 h-'--,-'--�-'--....... +-'--+-..c...+-+-+----1 ,117 •· 118 . , 4 1 3 l 13"·4 --- EXIST 2"C. 12 PR f22 SIC TO CONTROLLER CABINET AT � . RIDGE PARK STA 135+51.72 (APPROX. 1114') f1C j ··.���.·� I I t--:---:---t-:----�---iiiill,.,,.:-..,.,,,__-f-+--1 ------► I 12· 11' Ill P.OJ.£ DAT/\ , SIGNAL' H:�. sob: VAP, . s1GNAL HEADS tN '!l�ouNTINGs PED. PUSH BUTTqN .• POLE LOCATION . ILLUMii-rATED STREETNAME. S_IGN .(dbl. face) o, >:·,:·r'(f'L ·· HEIGi-if · M'.A. ·· M.A. WATTS VEHICULAR M: .11 f PEDESTRIAN TYPE ·· PHASE .·QUAD. .. "B"<: . . . ·:.: . ' ·;; .•· ._. . - .B 8 .BP B250 SV-2-TB .• .: .· LUMINAIRE ROTATED go•;COUNTER-CLOCKWISE TO SIGNAL ARM.r····11 .. ··. .. - -SPECiAL MAST ARM ' .. . . I r , .. , . · .. _ . . -DETAIL •A• . . . -. 12• ·GRE'.EN EXIST ·2"C 3 OLC. . . . EXJ.Si: . 2"C l'DLC . . . ' .. •'I ·-..,_ ---···------ u...:.li'l/"?1 · I I I .......,_......,.,ECR -•B", 0---.I._;__ 01-CF LOCATION DETAIL 11 NO SCALE RIVE EXIST 2"C,. . 112 aARE 'il!RETO STk 169+94.47· ------- " h'. ll -------- E.. 16' E ·' s s ... , AS'SHoWN· --•,-.o-,;: e • ,5 6. B 9 10 1 3-llljSPARE 1 2 EVP1(F). . 1 EvP3(f) 1 .E'.VP4(F) .·. ·.. . SPARE··· • = .SENSOR UNITS Si-lALI{ i:lt•�t-.CK· ···•··, ..· MOUNTED, win+. 1NtE.GRAL TIMING · CAPACITY P� CHANNEL •· . · .··..CALL f:IQi;l), 0':.5 Sp'C. t.UN,; CALI; 01:l.AY: · Oc-'30' SEC ... MIN .... SPECIAL DETECTOR · OPERAJ'10f11 . SHALL BE AS NOTED. ' • = SYSTEM. SMIPLE .... NO OUTPU·T TO .PHASE ... = INTEGRAL. CAU: HOLD CAP�ILIT'l, • ' ... -(o..,.s·,sg:c;· MIN:)"-----·--·•·· · ·····-· · · · · ·-(N)"' NEW.. , . (F) ,. FUTURE: · •Un-derground Ser�ice Alert.·. Call: TOLL, FREE 1-:-80.Q 422-4133· ''·· SCALE: . 1 •. "' 20• RECORD DRAWINGS These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ' i (~:'·\_:~t .... {~; .... : ~ ,,,. . ·7}. ·,' _, . . -, • ··"',!.\ . -~ : ~-~·,, .:: ~: ·.~:-~.- fi ,_ :·. ';, .... _ ;:... ·:-..·.::.:,,\".--:.: .• • -· -· • 3 6 6 3 3 6 6 1/17 . ,- ,t-,---i,....,.---------+---il---+--+--+.---t 1/11 t t -1 ,, ,:· (;m. 'EVP CA8t£ . . .. . . . . .. -:, • ";/ . , :_t~J:1; .. }/::~\-:1 , ::· _,,-,..-.~.,. , flEYiSIONS - !Add Advanced Sigriai Head for Phase 6 •~-, . .. . . . . . . .. --. I I - 3 I I I ~'- : ----- RELCCA :-. : ------....:. ;.2 --- PHASE 1/12 !ll6 ' i 1/17 :' .. -,. I i 1 '' COAST ,-- PROTECT ALL EXiSTINQ AL EXlSl'· z•c &:: -Pl!LLROPE :r o STA: 194-+59.65 , .. I I l I . . ' .'."'"--=-'?-:=.~?.:-:-· lll4 -.. T + ~}~ e.il~ti"':j ~ - <s,_i1'n "'-"." lj -Su: ?•.r ~~k; 1· 8>.;_ 11 :,: ,-,.;, ~ . ·' ~- t,'oo \sl~i. __ •• " s;~{i:; :. . •·· , ' ·.>c-@ C2~f sc..70 f 30:\.~._;, ·1s· _2so ,/· sP-1,,.c_s __ ~P _--':"• ;,,1:f ;t~• > } : __ 1-:....,@ .. ·-"'_.4.·-'-___ '--,_-.,,J_2A~---'···1--+---·-+-,~,o-•:--4• _\_-':_·:,;,..-'.,+,.----+---+-·=r~v~,,.~2-~r~-+--+-lhlllHJf...f _s_P'---'--1~-c_s,-+----1----'-'---.:.__+---""'-!---','-12~··_"'_"'---'--·"'·-•4 ·:..c<·2-+_,-+5•'---'~'-'---'.....:..----'----'--"-'~~-" ;· \:~· ;@: :::-?g'c;s,7ri ' 30; 50''' .15' 250 ~v!,:\C 2_' A' I ! SP-:1:-CS BP A°l!(Sf:(O\'{N ::_'4\t ' ?Dfl .Joaquin Hills,_' ,,:.,; /( {6f <>2if-:-:5;-70 {30• 35•..:' •• 1s·• M1,S ti < -·,.,. • ~ l'l~~9r::!:0 So<ls\ ''·· • • - •··o.-,-t.&o~-•s rq,o,s t • • \ \ ;-:... ··\ '\ • ' r. ' ' ' ' •. · --. , . '. ® 12" © \ 12· ® 12• YEl.LOW_ @ @ . ,I, r ' I I I ix, , . , ct:: (.:) ID '. ' . • 1 ·, 7. • . . . .. ' , r .• ;.1 I· ' -•• I, . __ ,.. . . ,. ,-----,---'''"'-•',•;...• __,,__._.,...;.,..... ..... _....;;;--,:-.,...,_.,., •·- ., -· ' 00 ll'CRKDIG DA~ BEFQlEiYW DIG 1/2 0 r.J '),. 0 ' l \ . • . . General Notes 1 . 2 . 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. THIS NOTE HEREIN INCORPORATES, BY REFERENCE, THOSE GENERAL NOTES NUMBERED 1 THROUGH 22 OF PFRD STANDARD PLAN 1801, 1996 EDITION. THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF THE CURRENT PFRD STANDARD PL4NS ON THE CONSTRUCTION SITE AT ALL TIMES. THE DEVELOPER SHALL TELEPHONE PFRO/CONSTRUCTION AT (714) 567-7800 AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO PFRD INSPECTION. PFRO ENCROACHMENT PERMIT REQUIRED. COUNTY APPROVED PLANS 00 NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT, WHICH SHA.LL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT-OF-WAY. ALL CONCRETE CURB AND GUTTER FLOWLINES SHALL HAVE A MINIMUM OF 1 % GRADE. ALL UTILITY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHT-OF-WAY SHALL BE PERFORMED BY PLANNING AND DEVELOPMENT SERVICES. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW-CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL JOINT OR WEAKENED PLANE JOINT AND REPLA.CED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF THE PFRD STANDARD PLANS. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN A NEAT, CLEAN, DUST- FREE AND SANITARY CONDITION AT ALL TIMES AND TO THE SATISFACTION OF COUNTY'S INSPECTOR. THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL TIMES. DEVELOPER SHALL BE RESPONSIBLE FOR ANY CLEANUP ON ADJACENT STREETS AFFECTED BY HIS CONSTRUCTION. METHOD OF STREET CLEANING SHALL BE SY ORY SWEEPING OF ALL PAVED AREAS. NO STOCKPILING OF BUILDING MATERIALS WITHIN COUNTY RIGHT-OF-WAY WITHOUT PERMISSION OF COUNTY'S INSPECTOR. PRICR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET PAVEMENT, STRIPING ANO STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION PROJECT WILL BE RESTORED TO A "LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF THE DIRECTOR OF PFRD, ALL STRIPING ANO STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 1801, NOTE 18, TRAFFIC SHALL BE MAINTAINED AT ALL TIMES AND SHALL BE PROTECTED WITH ADEQUATE BARRICADES, LIGHTS, SIGNS AND WARNING DEVICES AS PER THE CURRENT STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, MANUAL OF TRAFFIC CONTROLS AND TO THE DIRECTIONS OF THE COUNTY'S INSPECTOR. PFRD STANDARD PLANS SHALL TAKE PRECEDENCE OYER ANY CONFLICTS EXCEPT FOR STANDARD PLANS AFFECTING UTILITY COMPANIES, IF THEIR STANDARDS ARE MORE STRINGENT. ANY UTILITIES UNDER PAVED AREAS SHALL HAYE A MINIMUM OF Jc/' COVER. PFRD SHALL TEST ALL SOILS AND A COMPACTION CERTIFICATION SHALL BE OBTAIN FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY PAYING. ALL TRAFFIC MARKING AND STRIPING SHALL BE STENCILS WHICH CONFORM WITH CALIFORNIA D.O.T. NON METRIC STANDARD. NO CONCENTRATED FLOWS ACROSS ASPHALT PAVEMENT WITHOUT COUNTY INSPECTOR'S APPROVAL ALL STREET STATIONING REFERS TO CENTERLINE OF STREET. ON ARTERIAL HIGHWAYS, THE HINGE POINT FOR ALL EXCAVATION OR EMBANKMENT SHALL BE A MINIMUM OF 1WO FEET OUTSIDE RIGHT-OF-WAY. ALL HIGHWAY SIGNS AND STREET NAME SIGNS SHOWN ON THE PLAN MUST BE SUPPLIED ANO INSTALLED BY THE DEVELOPER PER PFRD STANDARD NOS. 1407, 1408, 1409 AND 1417. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCTION PURSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONS CODE. A.C. PAVEMENT PLACED LI-IDER CARPORTS/ROOFS SHALL BE SLURRY- SEALED IN ACCORDANCE WrTH SECTION 302-4 "EMULSION AGGREGATE SLURRY" OF H£ STAi'llARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, "GREE~". AS LAST REVISED BEFORE FINAL ACCEPTANCE CAl.JTlc+I M ~-t• PW'.IIN Tl£S£ ~ R1. NOT IIE R£SrU E F'OR CR L.llla.E F'OR ~ ~lirlS TO ail US£S Cf Th1ESE PI.JiNS. ALL Cl t • 5 1'0 M l"\AIS IIIU5T IIIE I, imi, :.«. AND MUST IIIE lff'fllf:NEI) Irr' THE I !C :. L\ Cf ThCiE Pl»IS. oor,a: TO ~ 1 . 2. 3. 4. 5. 6. 7. 1 . 2. Paving Construction Notes A "PRIME COAT' SHALL EE APPLIED TO THE SURFACE OF THE UNTREATED AGGREGATE BASE, AT A RATE OF 0.25 GAL/SQ. YD. UNLESS DELETED BY EMA REGULATION. THE PRIME COAT SHALL BE AN MC-70, SC-70, OR MC-250 LIQUID ASPHALT. ASPHALT CONCRETE SHALL MEET THE REQUIREMENTS OF PFRD STANDARD PLAN 1805, "SPECIAL PROVISIONS -ASPHALT CONCRETE" . ASPHALT CONCRETE AGG.''<EGATE FOR PARKING LOTS SHALL BE 111-C3. THE FINAL OR SURFACE LAYER OF AS?HA.LT CONCRETE SHALL NOT BE PLACED UNTIL ALL ON-SITE IMPROVEMENTS HAVE BEEN COMPLETED, INCLUDING ALL EARTHWORK GRADING. PAVEMENT SECTIONS TO BE DETERMINED BY COUNTY MATERIALS LAB PRIOR TO ROUGH GRADE RELEASE FOR BUILDING PERMITS BY PFRD ,REGULATION, THE SOIL ENGINEER SHALL SUBMIT FOR APPROVAL PAVEMENT SECTION RECOMMENDATION BASED ON "R" VALUE ANALYSIS OF THE SITE SUBGRADE SOIL, AND EXPECTED TRAFFIC INDICES. A "TA,CK COA1' (PAINT BINDER) SHALL BE APPLIED BETWEEN PAVEMENT LAYERS, CONCRETE SURFACES AND ON EXISTING PAVEMENT TO BE RESURFACED AT A RATE OF 0.10 GAL/SQ. YD. THE TACK COAT SHALL BE TYPES SS1 AS?HALTIC EMULSION. A "SEAL COAT' SHALL BE APPLIED TO THE FINISHED SURFACE AT THE RATE OF 0.10 GAL/SQ. YD. THE "SEAL COAT' SHALL BE A TYPE SS1 ASPHALTIC EMULSION WITH A 60-70 GRADE LIQUID ASPHALT. Concrete Construction Notes CONCRETE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE DETERMINED BY COUNTY MATERIALS LAB AS SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. GUNITE FOR SURFACE DRAINAGE IMPROVEMENTS SHALL BE SPECIFIED IN THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. CONCRETE CURB AND INTEGRAL CONCRETE CURB AND GUTTER SHALL HAVE WEAKENED PLANE JOINTS AT 10 FOOT INTERVALS. PLAN INDEX SHEET NO. TITLE SHEET 1 INDEX MAP, QUANTITIES AND DETAILS 2 STREET PLAN 3 STREET PLAN 4 STREET PLAN 5 STRIPING PLAN 6 SIGNAL MODIFICATION PLAN 7 TRAFFIC CONTROL PLAN 8 ALL UNDERGROUND UTIUTIES OR STRUCTURES REPORlED 8Y THE OWNER OR OTHERS, ANO THOSE SHOWN ON THE RECORDS EXAMINED, ARE INDICAlED WITH THEIR APPROXll\ll>.][ LOCATION AND EXTENT. THE OWNER, BY AC~EPTING THESE PLANS ENCROAO-~NT PE'™IT t-UHR: 'M-7e>Z5/ l'fC OR PROCEEDING Wn-H l~ROl'EMENTS PURSUANT TH£RCTO, AGREES TO ASSUME LIABILITY ANO TO HOLD UNDESIGNED HARMLESS FOR ANY IJ,IM,IGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED_ NOT INDICAlED ON THE PUBLIC RECORDS EXAMINED, LOCAlED AT VARIANCE WITH THOSE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECf THE UTILITIES OR STRUCTURES SHOWN ANO ANY OTHER UTIUTIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBIUTY TO NOTIFY THE OWNERS OF THE IJTJUTIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF AVAllABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THE!<E ARE NO EXISTNG UTIUTIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE QUE PRECAUTONARY MEASURES TO PROlECT THE UTIUTIES SHOWN AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. All CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN 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 PROlEClED. ALL CONTRACTORS AND SUBCONTRACfORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, ANO WITH THE STA][ OF CALIFORNIA DEPARTMENT OF INDUSTRV.L RELATIONS' "CONSTRUCTION SAFETY ORDERS". COUNTY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPE.~ FROM RESPONSIBILITY TO OBTAIN COUNTY PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN PUBLIC RIGHT-OF-WAY. COUNTY OF ORANGE PLANNING & DEVELOPMENT SERVICES NOTICE TO CONTRACTOR: PERSUANT TO ASSEMBLY BILL 3019, NO EXCAVATION PERMIT IS VAL!D UNLESS THE FOLLOWING IS PERFORMED. 1. UNDERGROUND SERVICE ALERT HAS BEEN CONTACTED AND HAS PROVIDED INQUIRY 1.0. ND. ______ _ 2. Tl-!E UNDERSIGNEQ AGREES TO CONTACT AND OBTAIN AN INQUIRY 1.0. NO. FROM UNDERGROUND SERVICE ALERT (1-800-422-4133) AT LEAST 'TWO (2) WORKING DAYS PRIOR TO THE COMMENCEMENT OF EXCAVATION. SIGNED ________ DATE ___ _ Cons"'cruction Plans for NEVVPORT COAST DRIVE Street Improvement Sage Hill High School Newport Coast, Orange County, California Irvine Coast Planning Area 13A-2 Block No. 5352 Module Nos. 10, 11, 20, 21 MACARTHUR BLVD. SAN JWA Cccnty cf Orlln!!O DRIVE U.C.I. I ~PROJECT 1 ·SITE j YICNTY IMAP NTS PFllO/l'llOGRAl'III De\lEL~'4T DtVl3ION-TRAFFIC Ei'iGIR'£:Ei!W4G Approved By: I /0 'J./ YJ -I.G.OCHOA, County Traffic Engineer THIS PLAN IS SIGNED BY PFRD/T.E. FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFIC SIGNALS, SIGNING AND STRIPING STANDARDS AND REQUi,~EMENTS ONLY. PFRO/T.E. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS' ANO SUBCONTRACTORS' COMFUANCE WITH THE "OCCUPATIONAL SAFETY ANO HEALTH REGULATIONS" OF THE U.S. DEPl<Rl'MENT OF lABOR OR WITH THE STATE CF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS" "CONSTRUCfiON SAFE1Y ORDERS". BY _______ _ RCE DATE __ _ UTILITY COMPANIES: PHONE NO. PARCEL MAP NO. 97-200 ROUGH GRAD I NG PERM IT NO . GA 980037 I PRECISE GRADING PERMIT NO, GB 990069, CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SllE CONOmONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFITi OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORw.L WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL UABIUTY, REAL OR ALLEGED, IN CONNECTION wm; THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR UABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE THIS PLAN IS SIGNED BY PLANNING AND DEVELOPMENT SERVICES FOR CONCEPT AND ADHERENCE TO COUNTY STANDARDS ANO REQUIREMENTS. PL.ANNING ANO DEVELOPMENT SERVICES IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. SOUTHERN CALIFORNIA EDISON (ELECTRICAL) SOUTHERN CAUFORNI.~ GAS CO. (GAS) IRVINE RANCH WATER DISTRICT (WATER & SEWER) (800) 684-8123 (800) 427-2200 (949) 545-4050 ~/00,'ELOFER: SAGE HILL SCHOOL 4400 MACARTHUR BLVD., SUITE 310 NEWPORT BEACH, CA. 92660 SOILS ENGMER/GEOLOGIST LEIGHTON & ASSOCIATES, INC. 17781 COWAN IRVINE, CA 92714 ~Ol.OOIST/PAI.EONTOLOOIST LSA ONE PARK PLAZA IRVINE, CA 92614 (949) 553-0666 (800) 310-2355 (800) 483-4000 JOl3 ADDRESS: AERIAL TOPOGRAPHY: PACIFIC BELL (TEI_EPHONE) CON-1ACT·. TiiE ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND ROBERT BEIN, WILLIAM CONTACT: CONTACT: :" FROST I< ASSOCL-\TES DOES OT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTmES. THE CONTRACTOR SHALL PERFORM HIS 20402 NEWPORT COAST DRIVE, THE BASE TOPOGRAPHY SHOWN ON THIS PLAN SET IS DERIVED FROM AERIAL GENERAL TELEPHONE (TELEPHONE) MS. KARINA HAMILTON r (949) 240-1212 / OWN QU/cWITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. CHIEF OPERATING OFFICER ROZ MUNRO MR. STEVE CONKINS , ORANGE COUNTY, CALIFORNIA PHOTOGRAMMETRY DATED 9/28/93 BY ROBERT J. LUNG & ASSOC., INC. COX CABLE (CABLE TV) (949) 955_3366 (949) 250-1421 (949) 553-0666 !t-------------------------"""'1r-------------'----------------------➔=-=-"i""'-"""""""""--===--==-....,...,..,....,...,....,F===9"=====;:====-""l'llrm"""",-_....,....,_,......,, __ ""i'~"""~""""'""';'~~-======-==--=-=-==-"'1"-"""'=-----------===-=-==-==--======:;=-========J BENCH MARK: BASIS OF BEARINGS: PLAN PREPARED BY: ELEVATIONS AS SHOWN HEREON ARE RELATIVE TO THE NORTH BEARINGS AND COORDINATES AS SHOWN HEREON ARE RELATIVE TO THE CAUFORNIA AMERICAN VERTICAL DATUM OF 1988 BASED LOCALLY UPON THE COORDINATE SYSTEM OF 1983 (EPOCH 1991.35). ZONE 6, BASED LOCALLY UPON 11----+-----------------+----+---l----l :": < FOLLOWING COUNTY OF ORANGE BENCHMARKS: THE FOLLOWING COUNTY OF ORANGE EMA GPS CONTROL SPECIFICATIONS: \;I'! ~ Robert Bein, William Frost & Associates BENCHMARK 3DD-8-70 300-12-77 3M-28-91 3T-6-92 3T-8-92 NAVD88 ELEVATION (ft.) 103.278 239.262 247.971 604.794 553.735 STATION NORTHING (Y) EASTING /X) 0235 2,170,948.321 6,081,958.549 07 43 2,167,353.500 6,081,256.790 6168 2,183,782.880 6,082,514.101 NOTE: ALL COORDINATES AND DISTANCES ARE EXPRESSED IN TER,IAS OF THE U.S. SURVEY FOOT (1 METER = 39.37 /12 FOOT) r----4-----------------.,----r--,----i---------r-,:=rl . PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS P.O. BOX 57057 • 14725 ALTON PIRY:HAY, IRVINE, CALIFORN~ 92619-7057 DATE DRAWN BY: SHF/EWS 6-99 1---+-----------+--+--+---r-------t°--;'iAli:7 ( ( /) (~). - CR$~~ DATE DESIGNED BY: SHF 6-99 DATE NO. REVISIONS SHT. NOS. APPR. DATE CHECKED BY: CFJ 6-99 (949) 472-3505 EXP. 12/31/02 RCE NO. 45838 TITLE SHEET NEWPORT COAST DRiVE STREET IMPROVEMENT l'IEWPORT BEACH. CALIFORNIA COUNTY OF ORANGE PROJECT NO. JN 100037 SHEET 1 OF 8 I I ' EXIST 2"C, 12 PR #19 SIC 9' 63' 1 61' 9' TO SPLICE CABINET AT RIDGE PARX DR ----........__r,, --','--!~----....:..;;--------t-------------+-''-1 ~CONDUCTOR SCHEDULE AWG CIRCUIT Q1 3 6 3 3 3 6 l)J(FUT) -3 - 6 3 6 3 3 -3 3 3 - 6 3 3 3 6 n,n 0 10 :Ill ..._____ 1-~4 , j::3 :::1 ..E=3 ,-+-----~--r===.=::~---- Lu g~ ....J i.n f-o-... :::; ....J f ~4(FUT 7) !ila(FUT) 3 3 -3 ~2P(FUT) 2 2 2 4 SCALE 1 "= 20' DETAIL "A" .• ••. (!,l4+0l) 12' 11' 20' 13• I §y !,1 (3-W(ABAND) 2 4 EXIST 2"C, 12 PR #19 SIC TO SPLICE CABINET AT RIDGE PARX DR EXIST. 3"C, EXIST 20' OF FUT I i:, ~3 CONDUCTORS 6 - 2 - 4 #14 2 2 r,)2 PP8(FUT) 1 1 1 2 1-6 PR #19 SIC 8 i)4. PPB(ABAND) - 1 2 EXIST. 2" C. & 2 #6 (SIGNAL ~ PPB ~ PPB \ PPB COMMON IISNS SPARES - 1 1 1 1 3 1 1 1 3 - 2 - 1 1 1 3 2 6 ' t---------1---+--l-+--1--i TOTAL #10 Det. Loop Cable 2 #16 SIGNAL COMMON LUMINAIRE TOTAL !i&3(FUT) {il4 917(FUT) ~(FUT) TOTAL CONDUIT SIZE 26 32 23 73 1 1 1 2 2 2 2 - 3 3 3 2 - 1 - 1 3 3 2 2 - 2 3 2 2 3 3 4 -4 6 10 5 19 1111 REUS£ EXISTING CONDUCTORS ANO CONDUITS. CCNNECT f1 Ca.DUCTCRS le \'11 LOCI" OLC IN CABlNET. 7 . I... I - 7 . 0 - ---- E 3. UNLESS SHO'AIN OTHERWISE, NEW INDUCTIVE LOCf'S SHALL BE 6' DIA. (TYPE E) WITH 9' SPACING IN THE DIRECTION OR TRAVEL SLOT SEALANT SHALL EE HOT-MELT RUBBERIZED ASPHALT PER CALTRANS SPEC. a6-5.01A. NECESSARY STRlP»dG SHALL EE LOCATED PRIOR TO POSITIONING DETECTORS. a N I") "' 4. 5. [I] CONTRACTOR SHALL EXERCISE EXTREME CARE TO AVOID DA!.:IAGING EXISTING UTILITIES. NEW VEHICLE INCNCATIONS SHALL BE 12" METAL WITH GLASS LENSES at REFLECTORS, METAL VISORS AND BACKPLATES. EXISTING 8 PHASE MUL TISCNICS 820 SYSTEM CONTROLLER ASSEMBLY 'llllTH INTEGRAL COORDINATION TELE~TRY, DETECTION AS SHOWN AND COUNT STATION EOOIPMENT IN A TYPE •p• CABINET. MOOIFY, AS REQUIRED, FOR NEW 1111 PHASING AND DETECTION AS SHO\!IN. ,., W EXISTING T'rr'E Ill-Bf SER\IICE EQUIPMENT ENCLOSURE COMPLETE WITH THE FOLLOWING CIRCUIT BREAKERS: ~ ONE 240V-100A (~AIN) -< ONE 120V-50A (1.1€TERED SIGNALS) -... iil ONE 120V-30A (UNMETERED LIGHTING) ~ ONE 120V-15A (IIETERED IISNS) f (II EXISTING INTERCONNECT SPLICE CABINET. ~ ~ REMOVE AND SALVAGE EXISTING MASTARM AND R34-2 SIGN. RELOCATE EXISTING VEHICLE INDICATIONS AND IISNS TO NEW MASTARM. '3 FURNISH NEW IISNS MAST ARM MOUNTING HARDWARE. ... ~ II§) INSTALL SIGN AND POST (IF REQ'D) AS NOTED. ~ ID] INSTALL TYPE I PEDESTRIAN BARRICADE WITH R49 SIGN PER CALTRANS STD.ES-SF. ~ j12j REMOVE EXISTING PEDESTRIAN ACCESS RAMP. CONSTRUCT PPC CURB, GUTTER AND SIDEWALK TO MATCH EXISTING. ~ !131 INSTALL PAVEMENT MARKING, ARROW OR STRIPE, INCLUDING RAISED PAVEMENT MARKERS PER CALTRANS DETAIL NOTED. 13 DETAIL 29 Ill DETAIL ,, A" - - 5-SECTlON SIGNAL HEAD Ill EXISTING 14' 13' z ...... :) 0 <( 0 J z <t: Cl) 17' 0 <( 0 cc en ...J ....J ..... I \ PULLROPE(FUT SIC) DETAIL 36" U-TURN ON....Y "B" 36" BLACK LETTERS ANO LEGEND ON WHITE BACKGROUND SIGN "SPU" I SC LOOPS FUNCTION SEQUENCE DIAGRAM \ VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION FUNCTION TYPE COORDINATED FUNCTION iJ SEE NOTE [I] (_ 5+ClA 1 2 s s CP ---- 6 DP NOT USED 7 s NOT USc:D 3 s 4 DP ep DP t I I l ACTUATE ACTUATE! S'lMC FH FHAS: ACTUATE[ ACTUATE. ACTUAIU ACTUATE (---,, 1+6 ,--- 1+5 2+6 :i------------: 4+13 J I,.___~, 2+s :--~1 SEQUENClc '#!'TH CALLS ON All PHASC:S EXIST 2" C, PULLROPE (FUT SIC) TO STA. 169+94.47 mSENSOR SCHEDULE SC:NSCR UNIT CHANNEL DETECTOR -------1 1 1 1-f5 DRIVE EXIST 40' OF COILED CONDUCTORS FOR FUTURE CONDITION ,..._ ,...; .... - N - 0) 11 POLE SCHEDULE 2 2-\05 2 2 2-12 0) i------t----,-----------i 1 3-112 --"' 3 2 1-lt1 4 1 1-!ll6(SD-6) .t. 4P 5 1 3-116 2 1-f7(FUT) 6 1 1-!14(SD-4) .t. e 2 2-114 1 3-f4(FUT) 7 2 1-ie3{FUT) 8 1 2-!13(FUT) 2 FUT1-118(SD-8) 9 1 2-118(FUT) 2 3-t18(FUT) 10 1 4-f8(FUT) 2 SPARE 1111 EXISTING (CONNECT 1-91 SC:NSCR IN CABINET) 9 SYSTEM SAli!PUNG-NO OU'JPUT TO PHASE . .t. CALL HOLD t--.-P_OLE __ DA_T,A __ -+s_GN_AL-+H_.P_ • ...,s.rv_. _LUlol-,r-_S_lG_N_A..,L;:-.M.:...OU~NTTI_N_G __ !-FE-=-O-P...,u_s;_s_;_u_n_ON;.....+---,FOU;;.;;_NO-=..A_;_11CtJ.:.;..:__--l TYPE "A" SIGN T'l'PE HEIGHT MA MA WATTS \/EH MA PED FHA& PClE QUAD T'l'PE SIZE (DOUBLE FACE) No 1 29-5-70 30' -15' 250 - -SP-1-CS 2 E C 3' X 8' 2 1A 10' - --TV-2-T -SP-1-CS 8 S S 2' X 3' 3 29-5-70 30' 50' 15' 250 ,,,,·~,J.":{::1c 2-MA~ SP-1-CS 8 S C 3' X 8' 4 29-5-70 30' 35' 15' 250 SV-3-rs' -- - - Son Joaquin Hills C 3' X 8' Newport Coast Dr 5 29-5-70 30' 55'• 15' 250 SV-1-T !:l'l'i'.!, SP-1-CS - -C 3 X 8' 6 1A 1 O' - - -TV-1-T - - 2 E Son Joaquin Hillsl'.i: ~ s 2' X 3' 1111 ALL EQUAIENT EXISTING UNLESS NOTED: (•)= NEW, (.t.)• RELOCATE FURNISH NEW MOUNTING HARDWARE TO FlT NEW MAST ~-m,i.._, -EXlSllNG \£HICt.E IHCICATICNS AAE 12". -EXISTING PEOESTil!tAN IHC!CAilCNS Al'IE TYPE "G". -RELOCATED EQlllf>MENT SHALL BE REP AJNTEO FER CAL TRANS SPEC. !115-2.16 -BAND STRAP TCP Cf" NEW S\/-3-Ta FRAl.tEWCfl!< TO SQlAL POU:. (i..lN .. o~• "SANO-Ii' STRAP) PFRDIPROO~~C!!ounty~!!":.!2~~:~IO:?!tt:·TRAFFI~:!:!!C~ENG~~INEERIN~~~G--1 NOTE: ALL SALVAGED EQUIPMENT SHALL BE App,m,d&J: J{ t--:-::-:=-::---:--r;,,,,,, ft(aJI J;' DELIVERED TO COUNTY OF ORANGE AT • 1 I 1/ 1152 E. FRUIT STREET. CALL {714)567-7866 nnsn..:..'lrssf°· YA. i~~~~;:-AND.;:;;:;.AD;,;;HERENCE=:=.-ro====---ll 48 HOURS PRIOR TO DELIVERY. TlUFFICSlGNAI.S, SlGNlNG AND STllll'INGSTANDAJIDSANDR.EQU)?lEMENTS ONI.Y. !'---------------------' l'nDtr.E. Ill NOT ltl!S2'0NS1l!IU FOR Di!S10N ASSUM1'00NS OilACCIJUCY. ,9--!141 PLUG All HOLES AND GALVANIZE PER CALTRANS SPEC. 86-2.04. ~ PLAN PR£PARED BY: ~ IMPORTANT NOTICE UNDERGROUND STRUCTURES ; TRAFFIC SIGNAL MODIFICATION PLAN t3 :J "'-,...,_,..,...,,., "' ™"""".....,.. "'"" ..,.. e1 °"""",.,,, 11tC1E"""" "' ,., ~ Robert Bein, 11':illiam Frost & Associates c§ < SC:CTION ,4216--4217 OF THE GOVERNMENT AD:a'aSDMlllllDMl[IGCAl91Sffl'!tGIR Fl'l'. iW\'%1.0CA-AIClt:(';INT,Helllllllll"r~ t---t----------------i---i---t---i--------,--::-:,::--l J =-" 1-COO£ FtECUIRES A OIG AL.£1'T IDEN'TIFJCATICN 1t£1E PLANS ta PR(! .... ff1H 111110 aac,ns PUl1IIL.WfT 1'K9llE70 MIIIIIIES 10 ASIUIIE" UMIU1Y .IIID JD rn.v.-~ ENGINEERS, PLANf£RS & SUMYORS :3 ~ ~i'~M~TE~o 19 c~c~~~¥:- 0 Wl~tE~~~~LI~ HllD I ED 1.-..m Felt Nit( IMtWi£S JEii.-.; FRCII ff~ «F'i.iiiiiioiioaioii ll1IJ1El GT DATE P.O. BOX 57057 • 14725 ALTON PAA.'6:NAY, IR\'lNE, CALlf'ORNIA 92519-7057 a. F'Cf< YOU,. DIG "lL"T 10 NUMIIE,. C-"LL. ""~ ""' -10 1ME ~~ -,_.,.. .. -....., ....... ,._ ,., DRAWN BY: 7-99 (949) 472-J505 _,,. UNOEFfGROUNO s=Rv1c~ ·L.ERT c:wNC'l'III JS~ lO TM£ N ~ .,,m 'rO P91CE'f 11€ 1.111.n1;5 CR~ ----+----------------+----+----+---4-------i--,:;.;,;,1 ~ TOI.I.. l"io.Ez: 1-1100-422-4133 -.. ,70,.,,.,,.---~•--C11----,,._ NEWPORT COAST DRIVE SAN JOAOUIN HLLS ROAD NEWPORT BEACH. CALIFORNIA PROJECT NO. JN 100037 SHEET 7 ·, -.... ---:!HODf -Nff """"' l/IJlEI Clf ""'"°"""' ....., AT l1£ 31[. 1T -.,_ IE K ~ .-DA.,.,, ~ ~ § TWO WO,.l<ING O•YS l!JEFORE YOU OIG. ~•• ~~~ ,~u~~ ,._,_,CCNC'"""'--ST-""'1<. 11---+----------------+---+---+----lDESIGNED BY: GT I ~: Wif ~ , DATE: 7/22/99 COUNTY OF ORANGE ~~--------------------------------------------------~~~~-~------~R~ru~S~IO~N~S------~S~ffi~-~N~O~S~-~~~P;R·~~D;m~~c~~~C~K~ED~~~=-H~W~D-~7~9~9~~H~l~~EITT~W:IL~L~~~rn:c~K~SO~N~---------~1~94~1~7~------------------------~~0~F-~8~....1 7-58813-5