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HomeMy WebLinkAboutR_5849_S. GENERAL NOTES: 1, THIS NOTE HEREIN INCORPORATES, BY REFERENCES, THOSE GENERAL NOTES NUMBERED 1 THROUGH 22 OF PF&RD STANDARD PLAN 1801, 1996 EDITION 2, THE DEVELOPER/CONTRACTOR SHALL HAVE A COPY OF THE CURRENT PF&RD STANDARD PLANS ON THE CONSTRUCT/ON SITE AT ALL TIMES, 3, THE DEVELOPER SHALL TELEPHONE PF&RD/CONSTRUCTION AT 567-7800 AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION WORK SUBJECT TO PF&RD INSPECTION, 4, PF&RD ENCROACHMENT PERMIT REQUIRED. COUNTY-APPROVED PLANS DO NOT RELIEVE CQNTRACTOR/DEYELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK IS BEING ACCOMPLISHED IN THE PUBLIC RIGHT-OF-WAY, 5, ALL CONCRETE CURB AND GUTTER FLOW LINES WITH LESS THAN 1 % GRADE SHALL BE WATER TESTED PRIOR TO FINAL FINISHING TO INSURE PROPER DRAINAGE WITHOUT UNACCEPTABLE HIGH OR LOW SPOTS, 6. ALL UTILITY TRENCH BACKFILL AND COMPACTION INSPECTION OUTSIDE THE LIMITS OF DEDICATED STREET RIGHT-OF-WAY SHALL BE PERFQ,qMED BY PLANNING AND DEVELOPMENT SERVICES. 7. ALL DAMAGED CONCRETE SIDEWALKS OR CURBS SHALL BE SAW CUT TO THE NEAREST TRANSVERSE SCORE MARK OR ADJUSTABLE CONTROL POINT OR WEAKENED PLANE JOINT AND REPLACED IN CONFORMANCE WITH THE APPLICABLE PROVISIONS OF PF&RD STANDARD PLANS, 8. DEVELOPER SHALL MAINTAIN ADJACENT STREETS IN NEAT, CLEAN, DUST-FREE AND SANITARY CONDITIONS AT ALL TIMES AND TO TH£ SATISFACTION OF COUNTY'S INSPECTOR, THE ADJACENT STREETS SHALL BE KEPT CLEAN OF DEBRIS, WITH DUST AND OTHER NUISANCE BEING CONTROLLED AT ALL Tl/JES. DEVELOPER SHALL BE RESPONSIBLE FOH ANY CLEAN-UP ON ADJACENT STREETS AFFECTED BY HIS/HER CONSTRUCTION, METHOD 0,' STREET CLEANING SHALL BE BY DRY SWEEPING OF ALL PAVED AREAS, NO STOCKPILING OF BUILDING MATERIALS VI/THIN COUNTY HIGHT-OF-WAY V/!THOUT PERMISSION OF COUNTY'S INSPECTOR, 9, PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STeEET PAVEMENT, STRIPING AND STENCILING WITHIN THE PERIMETER OF TH£ CONSTRUCT/ON PROJECT 01/ILL BE REST0,9ED TO A "LIKE NEW' CONDITION, IN A MANNER MEETING THE APPROVAL OF T,YE DIRECTOR OF PF&RD. ALL STRIPING AND STENCILING SHALL BE ACCORDING TO STANDARD PLAN NO. 7801. NOTE 18. 10. TRAFFiC SHALL BE MAINTAINED AT ALL T!i'v1£5 AND SHALL 8£ 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. 11, PF&RD STANDARD PLANS SHALL TAKE PRECEDENCE OVER ANY CONFLICTS EXCEPT FOR STANDARD PLANS AFFECTING UTILITY COMPANIES, IF THEIR STANDARDS ARE MORE STRINGENT, 12, ANY UTILITIES UNDER PAVED AREAS OF PRIVATE STREETS SHALL HAVE A MINIMUM OF 30" COVER AND DEVELOPER SHALL PROVIDE P,'!JVATE LABORATORY COMPACTION CERTIFICATION FOR ALL UNDERGROUND UTILITIES PRIOR TO ANY PAVING. DEVELOPER SHALL SU UP A MEETING WITH THE INSPECTOR AND TH[ PRIVATE LABORATORY PRIOR TO ANY TESTING. 13, AC, PAVEMENT PLACED UNDER CARPORTS/ROOFS SHALL BE SLURRY SEALED IN ACCORDANCE WITH SECTION 302-4 "EMULSION -AGGREGATE SLURRY' oe THE STANDA,RD SPECIFICATION FOR PUBLIC V✓ORKS CONSTRUCTION, 1997 EDITION, BEFORE FINAL ACCEPTANCE, 14. ALL TRAFFIC MARKING AND STRIPING SHALL BE STENCILS WHICH CONFORM WITH CALIFORNIA D.O. T. NON-METRIC STANDARD, 75. NO CONCENTRATED FLOV/5 ACROSS ASPHALT PAVEMENT W!Tl----/OUT COUNTY INSPECTOR'S APPROVAL 16, SURVEY MONUMENTS SHALL BE PRESERVED AND REFERENCED BEFORE CONSTRUCTION AND REPLACED AFTER CONSTRUCT/QI✓ PU,RSUANT TO SECTION 8771 OF THE BUSINESS AND PROFESSIONAL CODE. 17, ALL STREET SECTIONS TO BE DETERMINED BY PF&RD MATERIALS LAB, AT 567-7677, REQUESTS FOR SAMPLING SHALL BE MADE THROUGH COUNTY INSPECTION AFTER GRADE RELEASE AND PRIOR TO UTILITY PLACEMENT. 18. WNENEVER THE EXISTING PAVEMENT JOINTS ANY PROPOSED PAVEMENT, CONTRACTOR SHALL SAWCUT, OVERLAY OR FEATHER THE PAVEMENT AS NECESSARY TO PROVIDE A UNIFORM 1.7% STREET CROSSFALL TO SATISFACTION OF PF&RD FIELD INSPECTOR, NOTICE TO CONTRACTOR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REOUIF/EMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND. INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS, THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOVIN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WOR!;. NOTE: TH[ CONTRACTOR SHALL REMOVE & REPLACE EXIST PAVING. CURB & GUTTER AND SIDEWALK TO NECESSITATE THE WORK AREA. THE CONTRACTOR SHALL PROTECT IN PLACE EXIST. DRY UTILITY AND ANY FACILITY ABOVE TN[ GROUND DURING THE CONSTRUCTION UNDERGROUND SERVICE ALERT ~. /cl;::~"~%% Call:Toll FREE (); 1 -800 ,v-r 422-4133 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will mform you of whom they will notify. REVISIONS STREET IMPROVEMENT PLANS FOR NEWPORT COAST DRIVE AT SAN JOAQUIN HILLS ROAD BLOCK NO. 5252 TRACT 14509 MODULES: SANJOAOUIN HILLS ROAD 70 I 80 & 81 COMMUNITY PARK ==-----------,-----------------------'------------------- R=i/2" 6" TYP. \ ~ w.: cj ' "' ,/ ' <o ------------ Rm;R(NCE· -------------_ '\-~---------========::::::~~~~~=============-=-=-~~~~=-=_=_=_:__:_=_=_~'~~"';-"="'=cc-=-:__=_=_=-_~~---_-_-_-_--- PER PELICAN NILL ROAD ~ ASSESSMENT DISTRICT NO, 88-1 Rl''FIJIENCE: ~ STREET IMPROVEMENT PLANS TRACT 15484 PREPARED BY TNE R,B,F PER PELICAN HILL ROAD (SHEET 21) DWG RECORD 19(15818)-A ASSESSMENT DISTRICT NO, 88-1 STREET IMPROVEMENT PLANS IND£)( MAP SCALE: 1"=80' PAVEMENT WIDTH TO THIS POINT PREPARED BY THE RB,F (SHEET 50 OF 149) DWG RECORD 18(15819)-8 1 • -o" 1.5" R= 1" R=/12" I/ PLAN INDEX TITLE SHEET IMPROVEMENT PLAN TRAFFIC SIGNAL PLANS TRAFFIC CONTROL PLAN SHEE[ NO. 1 2 3-4 5 EST/f!!ATE OF QUANTITIES if SAN Dl£Go 0, " ROAD PROJECT LOCATION RIDGE \'fo?,.¥. ROAD VICINITY fv1AP N.T.S. ---~~~:=::~=;::-::=~---\ ---.-1 LEVEL LINE-r ~I / SURFACING NO. DESCRIPTION QUANTITY UNIT 1'-8 1/2" • WHEN PAVEMENT CROSS SLOPE IS TOWARD CURB, GUTTER WILL BE IN A PLAN PARALLEL TO THE PAVEMENT AND 3/8" BELOW PAVEMENT, THE GUTTER PLANE TRANSITIONS THROUGH SUPERELEVATION AS DEPICTED ON THE PROFILE SHEETS, 0 t1£D/AN CUR& tr GUTTER 3---- N, T,S, 2'-0" C C ~ a ~--~ ' -5! A NOTES: @ PAINT MEDIAN NOSE WITH HIGHLY REFLECTIVE PREMIXED WHITE TRAFFIC PAINT WITH GLASS BEADS, @ INSTALL FLEXIBLE VERTICAL TYPE K MARKER, R7, R10 OR TYPE N-1 ON TELESPAR POST AS INDICATED ON PLAN. @ INSTALL YELLOW REFLECTIVE PAVEMENT MARKERS ON TOP SURFACE OF MEDIAN CURB NOSE AT 2' C,C, SPACING 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Li', 15 STREET CONSTRUCTION NOTES CONST. 1.05' DEEP LIFT AC 852 S.F. CONST. 8" CURB & GUTTER PER DETAIL PF&RD SP 120-0-0C 187 LF, CONST. 8" MEDIAN CURB & GUTTER PER DETAIL HEREON 320 LF, CONST, 4" P,C.C. SIDEWALK PER PF&RD SP 1205 1,495 S,F, INSTALL RJO SIGN PER CALTRANS TRAFFIC MANUAL 1 EA, SAW CUT & REMOVE EXIST, AC PAVMENT 7.954 SI, SAW CUT & REMOVE EXISTING CURB & GUTTER 444 LF, FEATHER AND BUTT EXISTING PAVEMENT TO THE SATISFACTION OF PI,&R,D, INSPECTION 528 SI. CONST, 1,5' MEDIAN CONCRETE MOW STRIP PER DETAIL HEREON 480 S,F, REMOVE EXIST, MEDIAN CONCRETE MOW STRIP 468 SI. INSTALL R7 SIGN PER CALTRANS TRAFFIC MANUAL 1 EA, INSTALL RAISED MEDIAN CURB PER DETAIL HEREON 1 LS CONST. CURB RAMP (TYPE 5) PER P.F.&R.D, SP 1115 2 EA, INSTALL DEAD END & WIDENED SECTION SIGNING PER PF & RD SP 1401 120 LI CoNS7. P.AR.f:_W.A'( CULVERT Ty'tE B F€R Pi= Ji. R:D SP 13D<] I E:A -, ~-'-__,_'-,_, o__j~ MEDIAN CURB & GUTTER 3 (MINIMUM 5 MARKERS), PLACE REFLECTIVE SURFACE OF MARKERS PARALLEL TO CENTERLINE OF ROADWAY, CONG, MOW STRIP CONG, STRENGTH, JOINTS AND JOINT PATTERNS TO MATCH THAT OF MEDIAN CURB 0 h1£DIAN CONCRETE h10V'I STRIP N. T.S. BASIS OF BEARINGS: THE BEARING OF N 44 26"31" W ALONG THE CENTERLINE OF PACIFIC COAST HIGHWAY OF TRACT NO. 73703 AS PER MAP FILED IN BOOK 652, PAGES 7 THROUGH 22, .RECORDS OF ORANGE COUNTY, WAS USED AS THE BASIC OF BEARINGS FOR THE MAP, BENCHMARK: 3K-42-81 2.5 Ml, SOUTHEAST ALONG PACIFIC COAST HIGHWAY, FROM THE POST OFFICE IN CORONA DEL MAR, AT THE SUMMIT OF A GRAD£; ABOUT 128 FT. SOUTHEAST OF A 6 IN. DIA VENT PIPE, 6 FT HIGH, WHICH IS BY A WATER CO, VAULT AND MANHOLE ON NORTHEAST SIDE OF HIGHWAY; ON THE NORTHEAST OR UPSTREAM END OF A 18 IN DIA CULVERT; ON THE SOUTHEAST END OF THE CULVERT HEADWALL WHERE A COVERING OF ASPHALT HAS BEEN CHISELED OFF; ABOUT 2 FT, LOVIER THAN CENTERLINE OF HIGHWAY CULVERT #32521. ELEV. 11 7.975 , ADJ 1976 MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP I BY: O.N I DATE OF THIS PLOT 12/02/97 PREPARED BY: Hu:n,salce'r &: Associates Irvine, Inc. Planning· Engineering • Surveying Th,ee 2ugh,es, l'T'vine, CA 92718 (714) 583-1010 ~ /_ f)/~ 12./3/q7 MA VJNLEROY HARWOOD RC[ 17588 EXP, 6/30/01 COUNTY OF ORANGE ►F.&R.D. TRAFFIC ENGINEERING DIVISION APPRO THIS PLAN IS SIGNED BY PI.&RD,/T.E.D. FOR CONCEPT AND ADHERENCE TO COUNTY TRAFFIC SIGNAL, SIGNING AND STRIPING STANDARDS AND REQUIREMENTS ONLY. P.F.&R.D./T.E.D. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS OR ACCURACY. ENCROACHMENT PERMIT NO. C/7 -13~l>I @.C:. COUNTY APPROVED PLANS DO NOT RELIEVE CONTRACTOR/DEVELOPER FROM RESPONSIBILITY TO OBTAIN PUBLIC PROPERTY PERMIT WHICH SHALL BE AVAILABLE ON THE JOB AT ALL TIMES WORK JS BEING ACCOMPLISHED IN THE PUBLIC RIGHT OF WAY. DEVELOPER: lf?V/Nt; cot.1t1UN/7Y DlrV£i.OPt_1/rNJ t;Of:!PANY 550 NEWPORT CENTER DR. NEWPORT BEACH. CA 92660 (714) 720-5668 0, NGUYEN 08/25/97 0, NGUYEN 08/25/97 DESIGNED BY DATE DRAWN BY JOB ADDRESS NEWPORT COAST DRIVE !RV/NE COAST, CALIFORNIA COUNTY OF ORANGE PLANNING & DEVELOPMENT SERVICES APP~-I vi I BY.· , /g,A/'UvJ? ( >1'ch1 -;---m,,,,__ R.C.E, I EXPIRATION i DAT(i ., THIS PIAN JS SIGNED BY PLANNING & DEVELOPMENT SERVICES CONCEPT AND ADHERENCE TO COUNTY STANDARDS AND REQUIREMENTS ONLY. /;L1lf'/NING & DEVELOPMENT SERVICES JS NOT RESPONSIBLE FOR DESIGN, ~LSUMPT!ONS, OR ACCURACY. DR.l9(162l4) Sheet l Of 5 IMPROVEMENT PLANS NEWPORT COAST DRIVE AT SAN JOAQUIN HILLS ROAD STREET IMPROVEMENT PLANS \ DATE CONTACT: NORM WITT _ SHEET NO. J or 5 SHEETS ' uc=u ((_ J/ (0 ?1 0 C9J I L:\NEWPORT COASl\ 15372\IMP\STREE1\NEWPOR1\SHT01,DWG ·..:::. E ~ ~ -s c...,. ~ ~ -+ ~ -c::. -:t:-c:. 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HOR1z:: VERT;:, 3' 1"=;40' 1';=8';_ VARIES 17' MINIMUM 147 R/W 8' N.T.S. L'.]I 2 SAN JOAQUIN HILLS ROAD 60.4' 63' 15484 148 149 146+66.88 NEWPORT COAST DR. 205+76.67 SAN JOAQUIN HILLS ROAD COMMUNITY PARK (/) ---... ., 0 si (/) 0 "' ., ": "' (/) 0 n ()) (/) 0 150 10· ro "' D (/) 0 TYP. N "' (/) 0 lO n N 0) n N + (/) ~ ---... 0 60' MEDIAN FLARE N.T.S " RFFFRFNCE· ""r====-------4 -v PER PELICAN HILL ROAD ASS[SSM[NT DISTRICT NO. 88-1 STREET IMPROVEMENT PLAN$ PREPARED BY TH£ R.B.F (SH[U 50 OF 149} DWG. RECORD 18(15819)-8 CURB DATA TABLE 0 0 BEARING/DELTA 4°30'53" 147'14'58" RADIUS 2991.50 5.00 LENGTH TANGENT 235.72 117.92 12.85 17.02 620 R=2.0% R=;-0.50% (R=-0.48%) TOP OF E'LY MEDIAN CURB PRORLE 620 =-0.08 _ R=-0.72 R=-0.52%) -(R=-0:-52%) EX. PAVEMENT AT 20' 0 S E'LY PROFl 147 148 149 STREET CONSTRUCTION NOTES Ci>-=--CONST. 1.05' DEEP LIFT A.C 0--CONST. 8" ~ CONST. 8" 120-0-0C CURB & GUTTER 'NPE A2-8 PER PF & RD SP MEDIAN CURB & GUTTER PER DETAIL ON SHEET #1 ©----CONST. 4" P.C.C SIDEWALK PER PF & RD SP 1205 0r--©-INSTALL R10 SIGN PER CALTRANS TRAFFIC SAW CUT & REMOVE EXIST. AC PAVEMENT MANUAL <i>--=---SAW CUT & REMOVE EXISTING CURB & GUTTER ©-FEATHER AND BUTT EXISTING PAVEMENT TO THE SATISFACTION OF PF&RD INSPECTION ®-=---CONST. 1.5' MEDIAN CONCRETE MOW STRIP PER DETAIL ON SHT. #1 DETAIL @-----REMOVE EXIST. MEDIAN CONCRETE MOW STRIP @--INSTALL R7 SIGN PER CALTRANS TRAFFIC MANUAL @--INSTALL RAISED MEDAIN CURB PER DETAIL ON SHT #1 ©-=--@---- CONST. CURB RAMP ('NPE 5) PER PF&RD SP 1115 & DETAIL HEREON INSTALL DEAD END & WIDENING SECTION SIGNING PER PF & RD SP 1401 ~ CON",[ PAR\<.WA'/ C.uLVE:RT T'/PE: e, PE"-Pl' x RO SP 13oq q;_ ~ PHR ,---~-- VARIES VAR IE S ?'MIN., 8.5'MAX 7'MIN., 8.5'MAX 3' = SECTION A-A N.T.S. ,, .. ,,,_.,_ --,~~·~-. ,-·-- DR. 19 (16214) Sheet 2 Of 5 =e'=' _ .. --~"'' REVISIONS ADP PA~K.WAy CAAL\.ER'T ,J;r STA. )4C)+3S o. VARIES 7'MIN,, 8.5'MAX 3' (£ PHR VARIES ?'MIN., 8. 5 'MAX 2' PROP. FINISH GRADE SECTION 8-8 N.T.S. APPROVED MAP DATE IDENTIFIER DATE OF LATEST CHANGE TO THIS MAP BY: O.N. I SHEET 2 OF 5 " . j! 1, \ \ II l!.IEGIErJli> o DELINEATOR "ll" SIGN ~ FLASHING ARROW SIGN ➔ DIRECTION OF TRAVEL +.,+ TEMP. TYPE III BARRICADE -AND SIGN <'4 HIGH LEVEL WARNING DEVICE ------- --AF'A F'Ile: 446.018 NCODET1.DWG 9:43 AM 12/02/97 C30 -------- , ~~c/7 ··--......... _ ' ~ ' ;J'~@~v" ·-··-·-...... ' .....______ -.. _ . ---........... ···-·--•• -••.... _______ ·•.. ' ' ---., ·---··---------..... ---.... -~-··•. ..::·· ~--1,39 ~- --- -------- ------- -- ---- GIEL\llEAA8. rJOTIES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE O.C.E.M.A. STANDARD PLANS, 1992 EDITION. 2. CONSTRUCTION SHALL BE DURING THE HOURS OF 8: 30 A.M. -3: 30 P.M. ONLY. ALL LANES OF TRAFFIC SHALL BE OPEN TO NORMAL OPERATION BEFORE AND AFTER THESE HOURS. 3. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND SHALL NOT ATTEMPT TO SWITCH TO A SUBSEQUENT PHASE DURING WORK HOURS. 4. THE CONTRACTOR SHALL MAINTAIN DURING WORK HOURS ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC. 5. AC PAVEMENT DAMAGED/REMOVED DURING CONSTRUCTION WILL BE REPAIRED/REPLACED PRIOR TQ THE END OF EACH WORK DAY. 6. ONLY PROTABLE DELINEATORS (TUBULAR) SHALL BE USED ON THIS PROJECT. DELINEATORS SHALL BE KEPT IN THEIR PROPER POSITION At ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 7. TYPE II BARRICADES MAY BE USED IN LIEU OF, OR IN ADDITION TO, PROT ABLE DELINEATORS AT THE DISCRETION OF THE CONTRACTOR, TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 8. ALL SIGNS SHALL BE STANDARD SIZES AND PORT ABLE. 9. ALL ADVANCE WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS. 10. WHEN THE WORK HAS BEEN COMPLETED, THE ENGINEER AND/OR COUNTY INSPECTOR SHALL MAKE THE FINAL INSPECTION. 11. BEFORE THE FINAL INSPECTION OF WORK, THE CONTRACTOR SHALL CLEAR THE WORK AREA AND ALL GROUNDS OCCUPIED BY HIM IN CONNECTION WITH THIS WORK, OF ALL RUBBISH, EXCESS MATERIALS, EQUIPMENT, SIGNS, DELINEATORS, ETC. ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENT ABLE CONDITION. 12. MEDIAN BARRICADES AND TRAFFIC CONTROL TO REMAIN 24 HOURS FOR DURATION OF CONSTRUCTION PROCESS AND IS TO BE MAINTAINED IN GOOD WORKING CONDITION AT ALL TIMES. ------ __ ::·-._::::--------::::--------::::-----------------~ - --------- - ---------- ------ -------------------------------------------------------------------- ----------------------------------------------------------· DR. 19 (16214) Sheet 3 Of 5 1 SCALE: 1" = 40' 1/2 0 1 2 3 Inches on original dra\·.:ing ORANGE COUNTY ENVIRONr.~ENTAL r.1ANAGEMi:NT AGENCY u IRl bl IF IF D © © © L'Ju !Rl © IL IP IL ls\[;\'] $ii"£~~ il ~~t"J~©~u t©£$u @~ o:;c1G:~D DY P:\ ~J IQ) 6ft!1~usr1t.J°FOl!IBT A990CI.IJT!ff9, If.JC. D3A\~~IRD~ $/4\~J Jl©£@[W~~J ~~ll$ ~IQ) TRAFFIC £NCINEERINC ANO TRANSPORTATION P£ANNINC...,_=~RS _____ +--i--------o------------------t TUSTIN A VENUE SANT A ANA, CALIFORNIA 92705-7827 CICaCltED DY ljAll:t DATE iraccr.:;,no:1 P,.:SPAr.:SD U::D:m 1--'----''--------!I cunmv;::o:J or --------~---~~~ 1 7 ) 667-0496 FAX (714) 667-7952 REVISIOt~S DATE: 12/Z/97 l ~-~-97 ~J~o.~,~-0,---+---=.;.;.;;~=----+-S-CA_L_E-·,......,1•~•---4-0',------=-:..:..:.=....;.;c=.~ _-===.;£,;:~1f4-,L ___________ QATE: "-,__ , J • • o:;c:n:3> 446.018 D3Af.~ W.O. No. DWG. # xx-xxxxx-xx ( SH[E[El 3 OF 5 ) ~-se~-s f -0 ~ 00 "'r ~ [ 1 ~ -c:.. t (5 ~ ~ ~ - ---· f3 i, ---·- 0::: ...__==---l>f.,_-=::c,--1'1-----;:-;;:-;;-;-----l>jwo.. r 500' 500' 500' I() < NI-+. no .,., 0 ~ ro GIEt\'.IIEll'U:\.ll. L'-.'.IO'YIES < (!) I-w rn m 1 ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE O.C.E.M.A. ST AND ARD PLANS, 1992 EDITION. 2 CONSTRUCTION SHALL BE DURING THE HOURS OF 8:30 A.M. -3:30 P.M. ONLY. ALL LANES OF TRAFFIC SHALL BE OPEN TO NORMAL OPERATION BEFORE AND AFTER THESE HOURS. 3. THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCING CONSTRUCTION AND SHALL NOT ATTEMPT TO SWITCH TO A SUBSEQUENT PHASE DURING WORK HOURS. 4. THE CONTRACTOR SHALL MAINTAIN DURING WORK HOURS ALL SIGNS, DELINEATORS, BARRICADES, ETC,, TO INSURE PROPER FLOW AND SAFETY OF TRAFFIC. 5. AC PAVEMENT DAMAGED/REMOVED DURING CONSTRUCTION WILL BE REPAIRED/REPLACED PRIOR TO THE END OF EACH WORK DAY. 6. ONLY PROT ABLE DELINEATORS (TUBULAR) SHALL BE USED ON THIS PROJECT. DELINEATORS SHALL BE KEPT IN THEIR PROPER POSITION At ALL TIMES, AND SHALL BE REPAIRED, REPLACED OR CLEANED AS NECESSARY TO PRESERVE THEIR APPEARANCE AND CONTINUITY. 7. TYPE II BARRICADES MAY BE USED IN LIEU OF, OR IN ADDITION TO, PROT ABLE DELINEATORS AT THE DISCRETION OF THE CONTRACTOR, TO PROVIDE ADDITIONAL EMPHASIS IN AREAS WHERE WORKERS ARE PRESENT. 8. ALL SIGNS SHALL BE ST AND ARD SIZES AND PORT ABLE. 9. ALL ADVANCE WARNING SIGNS SHALL BE EQUIPPED WITH FLAGS. 10. WHEN THE WORK HAS BEEN COMPLETED, THE ENGINEER AND/OR COUNTY INSPECTOR SHALL MAKE THE FINAL INSPECTION. 11. BEFORE THE FINAL INSPECTION OF WORK, THE CONTRACTOR SHALL CLEAR THE WORK AREA AND ALL GROUNDS OCCUPIED BY HIM IN CONNECTION WITH THIS WORK, OF ALL RUBBISH, EXCESS MATERIALS, EQUIPMENT, SIGNS, DELINEATORS, ETC. ALL PARTS OF THE WORK AREA SHALL BE LEFT IN A NEAT AND PRESENT ABLE CONDITION. 12. MEDIAN BARRICADES AND TRAFFIC CONTROL TO REMAIN 24 HOURS FOR DURATION OF CONSTRUCTION PROCESS AND IS TO BE MAINTAINED IN GOOD WORKING CONDITION AT ALL TIMES. I S(O I-0 "' <o [§ ----- ----0 0 ------------- LIEGIEL'-.'.IID o DELINEATOR "il" SIGN ~ FLASHING ARROW SIGN ~ DIRECTION OF TRAVEL +=+ l~~p sI!ifE 111 BARRICADE ;/,<J HIGH LEVEL WARNING DEVICE 0 0 0 \ \ ,.5 o ___ _ "' ---------- 0 0 0 '", _________ _,_'"u_ ------------+--- ~;s ::::::=:::::,.::>-..:*_-<-<::::::::::=- SCALE: 1" = 40' --AFA Fne: 446.018 NCDDET2.DWG 9:46 AM 12/02/97 0 0 UTLI RE CURB J -------------;------------------ ---- ,.. ,--. 0 . ---- ------- --------- ___, 0 C'-.1----0 ---- ----- - ---- ------1 \ 1/2 0 1 2 3 Inches on original dra\•,ing ORANGE COUNTY ENVIRONr.1ENT AL rjANAGEr.~ENT AGENCY if' IRl £ ~ ~ U © © © L\'l 'U' IRl © IL IP IL£ L\'I ----------DR. 19 (16214) Sheet 4 Of 5 $"IT'£@~ ~ ~J~tr:JWJ©WJu t©£$ir [Q)WJ D~c1e::so DY £ ~J [Q) Oft!1~usr1tJ°FOIUST IJSSOCIIJTE4 /tJC.1--0:tA-\'J:IRD_~ -$6:i~J J©G:i@l\Jl~~J IMJ~ll$ [%IQ) TRAFFIC ENGINEERING ANO TRANSPORTATION PlANNINGI-__ R_S_---l--,--l----------l------------------1 2020 NORTH TUSTIN A VENUE SANT A ANA, CALIFORNIA 92705-7827 cicac= DY l:!All!t DATE ~cc::nio:1 P"""l'Ar.:m U:Jl:m t--------===------a cUraiv-.::o:J or ____________ _ TELEP . \, 667-0496 FAX (714) 667-7952 REVISIOtJS DATE: 12/2/97 ~ 12 •2 9-7 1-J-0:1-ro---+--------------i!-S-C_A_L_E_: -,.-=-4_0_' --------~~'--I ~,7,•li'f;:~=;:-;====;:-;;-:;~:;:;--DATE: • y • • • ~c:~::so U T, RCE 20258 EXPIRE 9-30-01 446.018 D:tAf:: l.'J.O. No. D\'JG. # xx-xxxxx-xx ( SH[EET 4 Of s ) \ GllEL\'.IIEIRlAI!. L\'IO"il'IES 1. ALL WORK, MATERIAL AND EQUIPMENT SHALL CONFORM TO THE REQUIREMENTS OF THE STATE OF CALIFORNIA, DEPT. OF TRANSPORTATION, STANDARD PLANS AND STANDARD SPECIFICATIONS DATED JULY, 1995, THE SPECIAL PROVISIONS FOR THIS PROJECT. 2. UTILITIES SHOWN ON THSE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER JS REQUIRED TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ALL UTILITY COMPANIES A MINIMUM OF 48 HOURS PRIOR TO START OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL PHASES OF CONSTRUCTION WITH THE VARIOUS UTILITY COMPANIES INVOLVED. 4. THE CONTRACTOR SHALL NOTIFY TRAFFIC OPERATIONS AT (714)567-7862 48 HOURS PRIOR TO ST ART OF CONSTRUCTION. 5. ALL TRAFFIC SIGNAL EQUIPMENT SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS OTHERWISE SPECIFIED. 6. THE ENGINEER SHALL APPROVE THE EXACT LOCATION OF ALL PULLBOXES, CONDUITS, LOOP DETECTORS, CONTROLLER AND POLES IN THE FIELD. 7. ALL CONDUIT SHALL BE 2" UNLESS OTHERWISE SPECIFIED. 8. ALL PULLBOXES SHALL BE NO. 5 UNLESS OTHERWISE SPECIFIED. COL\'.IS"il' J.9111.BC"il'IOL\'l L\'.IO"il'IES 1. FURNISH AND INST ALL NEW EB DETECTOR LOOPS AS SHOWN. SEE GENERAL NOTE #12. 2. ABANDON EXISTING SB LEFT TURN AND EB THRU DETECTOR LOOPS AS SHOWN. (.? :s: <( COl.'Jll)UJC'ii"O~ $Cc,{JIE!l)UJl!.IE RUN NUMBER CIRCUIT 1111 (FUTURE) - - 3 6 n 3 3 3 6 11!3(FUTURE) - 3 - 6 M - - 3 6 e 3 3 -3 ¢6 3 3 - 6 ¢4(FUTURE ¢7) 3 3 3 6 ¢8(FUTURE) 3 3 - 3 11!2P(FUTURE) 2 2 2 4 #14~¢_4P ____ -+-----+----+--2--+--4--t ¢6P - 2 - 4 ¢BP 2 2 - 4 11!2PPB(FUTURE) 1 1 1 2 11!4PPB - - 1 2 11!6PPB - 1 - 2 ll!BPPB 1 1 - 1 PPB COMMON 1 1 1 2 !SNS 1 1 1 9. EXISTING 8 PHASE MULTI SONICS 820 SYSTEM CONTROLLER ASSEMBLY WITH INTEGRAL COORDINATION, TELEMETRY, DETECTION AS SHOWN & COUNT STATION TO REMAIN IN EXISTING TYPE "p" CABINET. EXISTING TYPE III SERVICE WITH THE FOLLOWING CIRCUIT BREAKERS: 50A-IP(METERED SIGNALS), 30A-IP(UNMETERED LIGHTING), & 15A-IP(METERED ILLUMINATED SIGNS) TO REMAIN. 10. THE CONTRACTOR MAY PLACE CONDUIT BY JACKING OR DRILLING. 11. ALL VEHICLE INDICATIONS SHALL BE 12" WITH GLASS LENSES, AND METAL HOUSINGS AND BACK PLATES. EXCEPT PROGRAMMED VISIBILITY HEADS. 12. ALL NEW LOOPS SHALL BE 6' CIRCULAR, WITH 9' SPACING IN THE DIRECTION OF TRAVEL, CENTERED IN LANES UNLESS OTHERWISE SPECIFIED. INST ALL LOOPS WITH HOT MELT SEALANT. 13. ALL TRAFFIC LOOPS, SIGNING, PAVEMENT MARKERS AND STRIPING SHALL BE COMPLETED PRIOR TO TURN ON. 14. THE CONDUCTOR SCHEDULE JS FURNISHED AS AN INSTALLATION GUIDELINE ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE CORRECT CONDUCTORS REQUIRED FOR THE INTENDED OPERATION. 15. ALL WIRING AND EQUIPMENT SHALL BE MARKED (TAGGED) WITHIN THE CONTROLLER CABINET FOR PHASE IDENTIFICATION. 16. UNGROUNDED SIGNAL LIGHT CONDUCTORS SHALL NOT BE SPLICED. - SPARES 3 3 3 6 li'J)(EjJ' l).01!. V l). V TOTAL 26 32 23 73 SIGNAL & SIGN COM. 1 1 1 2 #1Qt-L_U_M_IN_A_IR_E_S ___ l--2---,l--2---,l--2---,1-----1 TOTAL 3 3 3 ¢1 (FUTURE) - 1 ¢2 ¢3(FUTURE) LOOP ¢4 DET 2 2 3 2 1 3 2 3 ¢5 , - -2 2 CABLE 1----------+---t--+---+----1 e -3 -3 2#16 ¢7(FUTURE) -"" -1 ¢8(FUTURE) 4 4 - 4 TOTAL O 3 5 14 PULLROPE (EXISTING) 1 1 1 2 CONDUIT SIZE 3" 3" 3• 2-3" (N) -NEW --~A File: 446.018 NCDSJH.DWG 11:40 AM 12/16/97 12" 12" > ¢4 12" 12" YELLOW 12" GREEN 0- 1.J • 1-+~1 -I-ECR • w ' CF/ ~Ol!.IE l!.OCA 'ii"BOl.'J [O)fE'ii" ADl!. NO SCALE EXIST 2"C & PULU,OPE TO S~A. \ Underground Service Alert Call: TOLL FREE 1-800 422-4133 TV,'O V,'ORKING DAYS BEFORE YOU DIG \ -- \ \ ~Oil.IE SCc-:JIEDUJllE POLE DATA SIGNAL H.P. SOD. VAP. SIGNAL HEADS AND MOUNTINGS PED. PUSH BUTTON POLE LOCATION ILLUMINATED STREET NAME SIGN (dbl. face) ,__ ________ __, NO. TYPE HEIGHT M.A. M.A. WATTS VEHICULAR M.A. PEDESTRIAN TYPE CD 29-5-70 30' 35'• 1-A 10· 29-5-70 30' 1-A 1 o' 29-5-70 30' 50' 29-5-70 30' 35'• 15' 250 15' 250 15' 250 15'0 250 SV-1-T TV-1-T TV-2-T SV-2-TC SV-1-T SV-2-TB MAS 2 MAS MAS 0 -LUMJNAIRE ROTATED 90" COUNTER-CLOCKWISE TO SIGNAL ARM. • -SPECIAL MAST ARM ~c,{Jl).$1E a lr'UJJl.'-'.IC"il'DOl.'J VEHICLE & PEDESTRIAN MOVEMENTS PER FUNCTION NEMA PHASE DESIGNATION FUNCTION TYPE COORDINATED FUNCTION 5 s • 2 6 DP DP • * SP-1-CS SP-1-CS SP-1-CS SP-1-CS SP-1-CS SP-1-CS • Determined by Master Computer During Coordination Operation I 2+5 t-I --•I 2+6 lf----l1I44++8f8P>ll SEQUENCE WITH CALLS ON ALL PHASES DR. 19 (16214) Sheet 5 Of 5 --- ~s:a:~D o:v c:f /2@1 ~!/$'j"J'fJaF(}lfJ$'j" ./J$$(}{;M} 'ff'g4 J'fJ{;. D:IA\T.lRD~ 8 8 B B B B 4 DP • PHASE 4P 6P 6P BP BP 4P 8 DP • • I I I t QUAD. "8" "E" ·c· N E E s s s 1 10' 2.5' San Joaquin Hills 16' 2.5' - 12· 3' 12' 2.5' - AS SHOWN 4' San Joaquin Hills AS SHOWN Newport Coast Dl.'Jl!llUJJC1iB'71E l!.OOUll ll)IE"iJ'IEC"il'O~ SCc-:JIE[O)UJl!.IE SENSOR CHANNEL DETECTOR 1 1-1115 2 2-1115 2 1 1-¢2(SD-2) 2 2-1112 1 3 2 1-1111 4 1-11!6(SD-6) 2 2-1116 1 3-1116 5 2 SPARE 6 1 1-11!4(SD-4) 2 2-1114 1 3-1114 7 2 4-11!4(N) 8 1 5-¢4(N) 2 EVP1(F) 1 EVP2(F) 9 2 EVP3(F) 10 1 EVP4(F) 2 SPARE □ = SENSOR UNITS SHALL BE RACK MOUNTED WITH INTEGRAL TIMING CAPACITY PER CHANNEL CALL HOLD: 0-5 SEC. MIN., CALL DELAY: 0-30 SEC. MIN., SPECIAL DETECTOR OPERATION SHALL BE AS NOTED. 0 = SYSTEM SAMPLE -NO OUTPUT TO PHASE A = INTEGRAL CALL HOLD CAPABILITY (0-5 SEC. MIN.) (N) = NEW (F) = FUTURE 1/2 0 SCALE: 1" = 20' 1 ~~~1,:tVEiO' DEC r S REC'D 2 3 Inches on orlg!ncl drc\·,1ng ORANGE COUNTY ENVIROrJr.1ENTAL r.1ANAGEl\.~ENT AGENCY ulffif.\~~D© -$D@L\'1£ll,, r.,~@[Q)D!FD©f.\ uO@L'J 1,§)fi,,f.\li\'.I ~~~Jw>@~u t@£$u ©~ &~J[Q) $£~J Jl@&@QB~~J ~~[L[L~ ~[Q) TRAFFIC ENGINEERING A NO TRA NSPOR TAT ION Pl ANNING RS 1------11-----+-------11--------------------1 2020 NORT USTIN A VENUE SANT A ANA, CALIFORNIA 92705-7827 C!CaC::ED DY tlA!l~ DATE iracc:::,r10,1 Fr~PAr3 u::i,:m TELl''P>'~ (E (7l ) 667-0496 FAX (714) 667-7952 -~~-R--E __ VI __ S_I __ O_N __ S ____ ~ .... --,nr.::o:io, -------=-0A"'1=e=-,--:-:1z"'/,-7"°'/1,-7 _ _:o.~T~~-Mf;,§:'i', ,~,=-==-===-===--:,-,=-=--DATE: I 2-/,{-1/ 1-J-o~--r:0.---11-D-~-c:-a:-::;o-----'-----rr-S-C_A_L_E_: -1 ·-=-2_0_' ______ ..;.;.;_;__;......;-'-I JOE EYFOl1ST, RCE 20258 EXPIRE 9-30-01 446.018 I r r o:iA1·.~1 / I W.O. No. D\"JG. # xx-xxxxx-xx (SHEET ) -ill o\