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HomeMy WebLinkAboutR_5565_S90409 8 AK E R : ~ C ~' .. ::. <Ii a:: _'<!-.... , v, _, ADAMS AVE ·) ..::.'.l~-::../-f....!.!~"----....::.=t,;--:o RAN GE c,,0 o ... "" (\ COAST ,o• (J,., 't 9,....._-........ " ~ • a r • • 0 ~ 0 • • • CITY OF COSTA MESA VICTORIA . !:l :il <I .. " ST • 0 • • • r COLLEGE 1-----,-,,•'V/ 'f'~ .,., ... ~(}•• ••, / 1-----0RANGE coo,. <'o~.,.-o"" t-,,<J./· ~. FAIRGROUND <'1~'\-1: (> ~;, ~ 1---,.,, C, 0 ,, st. : --~ 3 / • 0 / • I --="◊,'.,·· ~❖<>. ,, lJPpfR.~~ EWPOR.r :=~___)~7" 8,4,y #' Q r. C: U-NIVERSl,-.: J CITY <= ~ U C o J OF ~ ",. t NEW PO l; ',• =e BEACH <: ' CJ) ' ,--. __ "' --- II ~ ti a "on,_______,,. on ..-'\ \ • • \~ 'ACOHC VO:}\fi MEMORIAL ._ PAR IC 1 ~"---n=D~. -•\ . -----... _ _; --=::;;,-~ BAY I ~-- 0 C ,. i-o ,c -4 --....:::._~ PROJECT LOCATION flt C:::.:... ~ 0 • 4" \., VICINITY MAP "~ "I' ·,) ~ +,. ¼0¼½3/41 .,. ,. GRAPHIC SCALE IN MILES SYMBOL LEGEND CITY --------------------- N JE VvPO RT PUBLIC WORK§ OJF BEACJE1I IDE JP ARTMJENT PROJECT PLANS FOR u\f~AC ARTHUR .BOUlEVARD FROM SAN M~GUEL DR~VE TO E/0 SAN JOAQU~N Route 07 ORA. 73 PROJECT ENGINEER Po,i MIio: rota! ProJec, 0.5 / /,0 Shoot Total No, Sheets I /2 REGISTERED CIVIL ENGINEER No.· -------- DATE APPROVED----------------- NEWPO CENTER -0-POWER POLE GENERAL NOTES CONSTRUCTION NOTES 0 'O' D -0- E--- b. -x-x- c:o c; !;;', /,.'{;J :;-, .,&...,,cl:.,dz..,1Y ~~ ,~,:::_-~j I; :;I i:::L,., .L.✓-L/ .L. <l MANHOLE FIRE HYDRANT METER BOX VALVE POV/ER POLE ANCHOR MONUMENT FENCE BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT BRlCI< WALK CONCRETE BUILDING I. ELEVATIONS SHOWN ARE IN FEET ABOVE U.S.C. & G.S. MEAN SEA LEVEL = O.C.S DATUM. 2. ALL CONSTRUCTION DETAILED ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE CALIFORNIA STATE DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD SPECIFICATIONS (1984 EDITION) EXCEPT AS MODIFIED BY THE CITY'S STANDARD DRAWINGS AND SPECIAL PROVISIONS AND THIS CONTRACT'S SPECIAL PROVISIONS. . 3. ALL P.C.C. AND A.C. REMOVAL SHALL BE OUTLINED TO NECESSARY WORKING LIMITS AND SAWCUT TO A MINIMUM DEPTH OF 2 INCHES PRIOR TO REMOVAL. ALL MATERIAL REMOVED THAT IS NOT SUITABLE FOR USE ON THIS PROJECT AS DIRECTED BY THE ENGINEER, OR AS OTHERWISE SPECIFIED HEREIN, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AWAY FROM THE JOB SITE IN A MANNER AND AT A LOCATION ACCEPTABLE TO ALL COGNIZANT AGENCIES. 4. EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS OF PARENT UTILITY COMPANIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATIONS OF ALL UTILITIES IN THE FIELD OR COORDINATE SUCH INDEPENDENT VERIFICATION WITH THE PARENT UTILITY COMPANIES. HE SHALL PROTECT IN PLACE AND BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION. UTILITY COMPANIES LISTED ON THIS SHEET SHOULD BE INFORMED AT LEAST 48 HOURS PRIOR TO BEGINNING ANY WORK. 5. TRAFFIC CONTROL DURING CONSTRUCTION ALONG MACARTHUR BOULEVARD SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS, LIGHTS, AND DEVICES FDR HIGHWAY WORK 7-109 OF THE STANDARD SPEC IF !CATIONS. 6. CURB DATA REFERS TO FACE OF CURB. EXISTING CONSTRUCTIO~ 7. WORK WITHIN STATE RIGHT OF WAY SHALL BE PERFORMED ONLY BETWEEN THE HOURS OF .7:00 A.M. TO 3:30 P.M., MONDAY THROUGH FRIDAY, EXCEPT ON LEGAL HOLIDAYS WHEN NO WORK WILL BE ALLOWED. WEEKEND WORK SHALL BE PROHIBITED UNLESS. OTHERWISE PROVIDED FOR IN THE STATE ENCROACHMENT PERMIT. - NEW CONSTRUCTION -·-i-CENTERLINE ----5-SEWER LINE -----w-WATER LINE ----~-GAS LI NE --£--POWER LINE -TEL-TELEPHONE LINE -71'-CABLEVISION LINE -SP-SPRINKLER SYSTEM j::{ STREET LIGHT 8. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS. 9. WHEN IMPORT OR EXPORT OF MATERIALS IS REQUIRED, HAUL ROUTES TO AND FROM THE JOB SITE SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND HAULING PROCEDURES SHALL BE IN ACCORDANCE WITH THE TRANSPORTATION OF MATERIALS SECTION OF THE CITY GRADING CODE. ' 10. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. 11. FILLS SHALL BE COMPACTED THROUGHOUT TO 90% OF THE MAXIMUM DENSITY AS DETERMINED BY U.B.C. STANDARD NOS. 70-1 AND 70-2 AND CERTIFIED BY THE SOILS ENGINEER. 12. AREAS TO RECEIVE FILL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY'S GRADING ENGINEERS OR THEIR REPRESENTATIVES AND SOILS ENGINEER PRIOR TO PLACING OF FILL. EMERGENCY TELEPHONE NUMBERS AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITJES) GOU NTY SANITATION DISTRICTS GROUP W CABLE OF CALIFORNIA COMMUNITY CABLEVISION UNDERGROUND SERVICE ALERT NUMBER 634-3115 895-0261 966-6235 644-3011 540-.2910 642-3260 720-2040 1-800-422· 4133 N A~.1 E MR. JOE MORENO MR. WARD ERIKSON MR. BILL LOWING MR. RUSS WOLD MR. DICK WOODS 13. FILLS SHALL BE BENCHED WITH APPROVED MATERIAL AS PER DETAIL ON. PLAN-; I 14. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE CITY/ GRADING ENGINEER PRIOR TO EXCAVATION. • .. ·-.... 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURIIIG STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THE GRADIIIG PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. 16. EXPORT SOILS MUST GO TO A LEGAL DUMP OR TO A PERMITTED S!TE APPROVED BY THE CITY'S GRADING ENGINEERS AND/DR CALTRANS. 17. ANY DIRT, ROCK OR CONSTRUCTION MATERIAL THAT MAY BE TRACKED OR DROPPED WITHIN THE PUBLIC RIGHT-OF-WAY DURING THE TRANSPORTATION OF SAID MATERIAL OR EQUIPMENT ASSOCIATED WITH THE PROJECT SHALL BE CLEANED OR REMOVED DAILY AND AS DEEMED NECESSARY BY THE INSPECTOR. 18. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY O.S.H.A. PERMITS. 19. SUBGRADE AND TRUNCH BACKFILL IN STATE R/W SHALL HAVE 95% R.C. MINIMUM RELATIVE COMPACTION. 20. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. 21. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE, RECORD DRAVl1i NGS Thcso Record Drawlng3 (or Corrected SpeoUioatlons) have been prepared based on /nformDtlan cu/Jml/lC/1, In part, by others. While this Information Is believed to 1" rel/e1'1:J, too Arehllcer/Engii1car Is not responsible for tts accuracy, nor for errors er ami::rano which may havo been lncorpomtc:1 Into this aocument as a result. OfESSl ~/\RD _.:r "' ..., .... _., o:: ~ No. 31452 Exp. 12-31-88 Cnl\. F CA\.I SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. CONSTRUCT 6" A.C/18 1/2" A.B/N.G. @ 95% RELATIVE COMPACTION. G) CONSTRUCT 6" A.C. DJ KE (TYPE BJ PER CAL TRANS STANDARD A73. 0 REMOVE EXISTING A.C. BERM. ® REMOVE EXISTING CURB AND GUTTcR © RELOCATE PER TRAFFIC SIGNAL MODIFICATION PLAN ON SHEET 11. 0 ® ® @) @ @ @ @ @ @ ® @ RELOCATE EXISTiNG POWER POLE (TO SE DONE BY S-OUTHERN. CALIFORNIA EDISON UNDER A SEPARATE CONTRACT). SAWCUT AND REMOVE EXISTING MEDIAN ISLAND AND PERFORM EARTHWORK. CONSTRUCT TYPE A2-6 CURB AND GUTTER PER CALTRANS STD. NS-A. CONSTRUCT TYPE Al-6 CURB PER CALTRANS STANDARD NB-A. CONSTRUCT WHEELCHAIR RAMP (TYPE E) PER CALTRANS' STANDARD N8-B. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CALTRANS SPECIAL PROVISION "B". REMOVE EXISTING CHAIN LINK FENCE. CONSTRUCT MEDIAN NOSE FLARE PER CITY OF NEWPORT BEACH STD. 107~L. CONSTRUCT 6" CURB AND GUTTER (TYPE C) PER CITY OF NEWPORT BEACH STD. 183-L. CONSTRUCT-4" ·A.C./N.G; AT-90% RELATIVE COMPACTION.· • CONSTRUCT 4" P.C.C./N.G. AT 90% RELATIVE COMPACTION. COtJSTRUCT 12" DEEP LIFT A.C. PAVEMENT SECTION ON NATIVE GROUND@ 95% RELATIVE COMPACTION. LOCATION MAP N.T.S. INDEX TO SHEETS SHEET NO. 1 2 3-5 6 7-8 9-10 11 12 DESCRIPTION TITLE SHEET TYPICAL SECTIONS & DETAILS ROADWAY PLAN & PROFILE INTERSECTION PLAN TRAFFIC CONTROL PLAN SIGNING & STRIP1ING PLAN TRAFFIC SIGNAL.MODIFICATION STORM-DRAIN MODI Fl CATION PLAN AND PROFILE ' ------------------------------' - APPROVED: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. NOTICE C'ons1n.iction c-ontractor agrees that in accordance with l!t'nt·rnl]:. tic·l·t•!Ht'd ,·,Jt1 . .;tru1.:L1un PRIVATE ENGINEER'S NOTICE TO CONTRACTOR prartit'e!-, C'onstrurtion contractor will he re11uired to assurnl' soil' c1nd cnm1lltll' rt's1}1)n~1!11l1t\. for CONTRACTOR SHALL VERIFY The ex,·stence and loc 1 ·o f d ' "I a.' n o any un erground utilities or str:Jclures shown job si1e rnnditions during the rourse of construction of the projerl. indudi11t: .-:Hfet~· of HII person!-CcJifomio Council ALL CONDITIONS AND DIMEN--on these plans are obtained by a search of available record~. To the best 01 and propeny: that thi~ requirement shall be made to npply cuntintJouslv 1111d not he limited to SIONS AND SHALL REPORT our knowledge there are no existing utilities exCept those shown on this normal workini hours, and construction ronrrnrtor fui-ther ai:::n.•t-:-10 defe.nd. indt<mnify and hold • ofOvfl En9ln21Zu ALL DISCREPANCIES TO THE plan. The -~ontractor is required to lake all precautionary measures 10 pro-dt"sign pmfessional harmless fror?l any and ·alJ liahility, rettl or allt•~ed, in rnnm•rtion with thE> &LondSUNeyot/ tecl the utilities shown, and any other lines or struclures not shown on lhesP pE>rf_ormance of work on this project, exC'eptiiitc: liahili1 y arisinj? from I hr i,,o\t' neg-ligt•nce of desi~n ; ENGINEER PRIOR TO THE COM• f:>lans, a nd is responsible lor the protection o1, and any dampge 10 these profes!-ional. 1MENCEMENT OF WORK. Imes or slructurt~. ~-----------'---'------''-'----------'--------'---~----------..;..---...;_1..._ ... =-=··=··=··=·-T"--··=----·--.J..--·-=--~-=-=·=-=-=-=-=-=------~~--~----··=-=-=·=-=··=·-------------l r-0-. c-. s-. -BE-NC-H .-MA-RK--3S--2-l--70--.--BA-SI-S -OF-B-EA-Rl--NG ___ ----a -. ~~L ,~ogs~ lt~i_n_. ••. E. ng i nee rs· PASAOENA 1213)/!B\B) 792•3us, l--+-----l--c-------,---1-----l f~0v0.fl MAC A RTH u R BOULEVARD /4 /4 ~~-"" SANTAANA --, (7f,IJ)t'5()-5'iZf ~ ALUM cAP o.9 MILEs N'LY ALONG THE BEARINGS sHowN HEREON ARE • µ,J.f r, , •. -a.E. 31452 . • • • -• ciTY ENGINEER TITLF-SHF-ET MACARTHUR Bl. FROM SAN jQAQUIN BASED ON THE CENTERLINE OF WILLI\Md E~NNES,IT C7 __ = ,7825 P'Lf-1 SPRINGS '16191320•4220 lb:, ~ ,-I HILLS ROAD 52' E/CL AND 9' LOWER MACARTHUR BOULEVARD SHOWN AS ~ R.E.-=·~=---DATEJ'.},~""'-'aL.."='-<-IL'-"'b'--1 THAN THE BL VD. IN THE TOP OF A NS!' 56' 31 "E ON TRACT NO. 6015 1--------=Gc,;ARc.;O,::L"'D-"'B,-FA"'DA:,;M.::;S::_ _ __,-::C=-:,--'---.-:-~~-=='----.---,·----'------...r---if--+---------------+--t-::D;::ES""IG;::N""E"'D--,-;:D,:c"A:7Wc,N,---;---·------------.-------1 CONC. HEADWALL. FILED IN BOOK 239 PAGE 31 OF DESIGNED BY_c__cR.,_,.,.,K~. --CHECKED BY_·-=Gc:.B:c.Ac.:•;___;_ SCALE FllEN(Y. • DATE BY DESCRIPTION APP'D. R. K. J. o'c. cnv OF ['ll:\'JPORT BEACH ~~~~~~AL RECORDS OF ORANGE DRAwNev . J.O'c. •• DATE 9-86 -N.T.S. 768.4 REVISIONS ci~i'.A. DAT's-86 PUBLIC WORKS DEPARTMENT SHEET ----~! I, ' 1'' -I ~~ ' ----- N.T.S. . I Z' --- , ~ STA. 281 +50.00 TO STA. 282 +00.00 N.T. S. 1/AR/E-S ;5;?.14-' Tt1 78.00' 2' I~ II,; ,?5,tJtJ' TO f.!J.00' ".\Y# ------~ ~ ~ I~ I , &. STA. 282 +oo.oo TO STA. 292+60.95 N.T.S. /'ILL SLtJ?E L//,1/,S l ,P,e&P. F. 6. ,eowY. 7 4' EX. Rt>APW4Y ___LS .v.e;A C'cf ,._ __ ..:U::::~:.c:,P.:...1/...:'e-::_':5:::__:7-:.._'4::_,c,0::,0::_'_.:r,..:1?c___,,,;,:..:6'.:.: . .:::,;,:..:oc__' ----l----~/c'"---'----11-'J"-1' ________ _ J_ T ""' -d "'" .{MIN) I'\ Z' '\ ' I'\ /Z:I 31J41-40 TO 3t>S 1-&>0 Z' I~ ~ V,4R/c5 48.oo' ro 95. 5' -------- STA. 295+44.20 TO STA. 299 +00.00 N. T. S. ao.45' ro 2G.oo· --------- 'PWY. =7 -z· ~ /. T /2" - ~ ~ 1,. ,/ .I' .I' I/ I/ 15(MIN. ) FILL - --------;.PR.OP. ,h d ' . c. ""' 1-~ ~ (,'flAI) , '/ / / ~ / ✓ .I' ,.. ..... .,,.1- ,_ ' SL;.0 I'\ '\ , I( d MIIV) I IS'(MIIV') 1.5.' (MIN.) 12" ZONE NTS. ,o· 'v -D J ,,,. -, I, ,,,. Dr;, ' I ', ?,t?O?. A-C PIKE J ' P.~. R,:::,APWAY' J I I * THESE DEPTHS (D) ARE APPROXIMATE ONLY. THE EXCAVATION MUST BE APPROVED BY THE SOILS ENGINEER PRIOR TO BACKFILLING. - NOTE: F/LL. ,PLACEMGNT -MIJST BE-CeRTIF/EO 8Y A StJ/tS EN6/NEe,e. EARTHWORK LEGEND , (ll]Il]]-BACKFILL TO 90% RELATIVE COMPACTION ; s-EXCAVATE & STOCKPILE OR HAUL OFF-SITE : (TO BE DETERMINED BY ENGINEER) I• ~-SCARIFY EXPOSED SURFACE TO A DEPTH OF f 1 12" AND COMPACT TO 90% RELATIVE 1 COMPACTION I □-PROPOSED STRUCTURAL SECTION ,// // //////////////// -- CUT ZONE N.T.S. EARTHWORK DETAIL N.T.S. NOTES CD 1. ALL SOILS USED FOR BACKFILL SHALL BE APPROVED PRIOR TO PLACEMENT BY THE SOILS ENGINEER IN THE FIELD 2. DIMENSIONS IN CUT & FILL ZONES SHOWN ABOVE ARE A MINIMUM. OVEREXCAVATJON MAY BE REQUIRED TO REACH SUITABLE MATERIAL (AS DIRECTED BY THE SOILS ENGINEER) 3. ALL FILL PLACEMENT SHALL BE MADE IN 8" LIFTS (MAXIMUM) 4. THE CONTRACTORS ATTENTION IS DIRECTED TO THE SOILS REPORT IN THE PROJECT SPECIFICATIONSFOR FURTHER DETAILS AND INFORMATION. ;,>,Por'o"'6',? STR.:7<-'To'.,,P-4,: Scc.'T/o,,V Z-t::JA/E l"';f'O/",:JSA.t saeucrvRAL _5._c._'C7'_7.:>,::W:::....;;:,s~--------J, EARTHWORK I✓. 7.5. PRa-"«'5&? ;?.-/ F/£.t. S£ ,:_; Pc PAY LIMITS SPL,4511 WAlL 01,1. County Route Post Milas Sheet Total To!d,I ProJecl rlo. Sheets 07 t?JcA, 73 0,5/_l,O ;? /Z PROJECT ENGINEER REGISTERED CIVIL ENGINEER #0. 4 .!MR NO. _______ _ DATE APPROVED----------------- #P. 4 8//R @ I? "0. C. &, '';rt," W/4xW./4 W.W.M Gt/II/TE /?ITC/I PER tJETAIL@ .w PIPE ENTRANCE/SPLASHWALL DETAIL CD NOTES -- I. Concrete eho11 hove o minimum uttlmote compre=lvo ctrength at 28 dCyl of 2500 p.1 I. Concrete may be pneumatically placed and ehall conform to Section 2.621 of tM Uniform Building Code, 2. Reinforcing cha\1 be 6"111; 6"-w 1.4 x W 1.4 wolded ttlre mesh (W.W.M,} or approved equal. 3. Ground r.holl Ix! pre•"etted to the catl1foctt0n of the euild1ng Official or Enginoor prior to placement of Concrete. Moisture loss ntardant d\all be used when required by the Building or•iciol or Engineer. 4. Concrete or concrele bloek diverler (~la1h) •all to be can1tr11cted h't\en down drain terminatet at _ terrace drain. -~ pion for locolion and cletall1. STA. 299+00.00 TO STA. 305+60.00 N.T.S. 70? OF WAL,t. ---'-' E.C,=V. A':5 ::<Ht>WN dN ?RtJF/tE A,St!Vt: =-... ''<_ \} .•: -. . All •di;tt '°· M • I lr11T,it'l•d IITI001h 7" .4tLEaE'S7V rR/MMEP SM?A"'A' 7" -oi'~ 1 5\o Z:\C~ foo 0o) tZ~i~1? ---~ "" ~.::.-;_ ~ ..,. ---..,.. -~ ""..go X ___,._ '-" ...:to C""o 0 ..,. _, "" - I V.AR/c5 25.«'o' ,,-o 36'.00' VAR.._ ------ STA. 305+60.00 TO STA. 308+50.70 N.T.S. 611J.6"-vtl.41.Wl.4 Rlw GUNITE SWALE DETAIL NOTES ~ II) • I. cOOU~ltti-ah0ll-hOVt a mlnlm~ffl uttlmate compre=lve • atrenot11-at-2e-day11-of 2500 p.a I. ~ Concrete may be pneumatlcolly plaeed and shall c:onfonn to Section 2621 of tno Uniform "'\ Building Code. ~ ~ 2. Reinforcing shall be s"x 611-Wl.4x Wl.4 welded wire meah (W.W.M.l or approved equal. 3 Ground shall be pre-wetted to the catlsfoctlon of the Quilding Official or Engineer i,rior to placement of concfete, Moisture loss retardant &hall be used when required by the Building oricial or EnglMer. RECORD DRAWi NGs·. i'hese Record Drawings (or Corrected Specifications) have been prepared based on information 'submitted, in part, by others. WhHe this information is beifoved to be reliable, the ArchitecttEngjneer is not responsible for its accuracy, nor for errors or omissions which may have been incorporateti into this document as a result. -~~l Consulti9g Engineers Construc1i1m conlractor aizrees that in accordam·e wnh l!t-1wrnH,\ dl·n·plt-d l"n-.1rui.:t1,,n µrnctu·t•s, ccm . .,trUC't ion contractor will he rt'quired to as·~umt" :-.olt• <ind complt-t l· ft-,..p11n:--1 hd11 \ lur joh .... ite l'1md1t ions during the course or rnnstrnct 1011 uf tht-pro,it.'l'l, llll \I 1dini.: -.a[t-1 ,. ol' all pt'r',{J!l-. CcJ1forn1a Council and propert_v, th,at thi.., requirement -.hall he made to i]pply ('[Jnt1n111111:--!:-, mid not ht-limited tu nurmt1l working hour:-.. an<l <:om,t rnetion rontr:irwr f urt hN agrl't-'_-. 1 c, dt-ft'nd. indt-mnit'y .ind huld Of Ovi! Engln~(I de:.ign µrofe,.,~iondl harmle:-.::-from ,my_ and .ii! liuhility. rt-11I 1,r alll•gt"d, in l·oi11\l•l·t1on with the &lond5orv~you pnf11nn.t1Kt' of wurk on thi . .., prujel·t. exct-pl in~ liubi\i1:..-ari.,i11~ f ri,m l In• -.,dt-' llt'gllgen~·t" ,,[ J~•::-tgn /1/,,1 { &,.~<--P.F 31452 6-b WllLIAM E. BENNE8 ~=~==::;::~l~J~~"=:!'.-;~· ~C,.~•!:::: -=:::">:::c'::__R.~F-~3~7~8=2~5-__ p rl 1f e ... :-, ll l ll,.d. GAROLD 8. ADAMS DESIGNED a, _ _.R_.. . ._,K_,_.~_ DRAWN BY ·J.O'C.·., CHECKED BY G. 8. A. DATE 9-86 SCALE AS SHOWN 7" e:,",x6" -/.4 X WI .4 W.w.'M. GUNITE SWALE DETAIL ED NOTES • I. Concrete shall hove a minimum. uttlmate cc:nprc=lve =tre=i;th at 28 day• of 2.500 p.a I. Concrete may be pneumatically placed and ahal\ conform to Section 2621 of tno Uniform Building Code. 2. Reinforcing aholl be s"x s"-Wl.4 x W 1.4 welded 1:11\re me11h (W.W.M.) or apprond oqual. 3. Ground tholl be pre-wetted to the cotlsfoctlon of the Quild1ng Official or Enginnr prior to p!ocernent of concrete. Uolsture loss ntordont Uloll be uud when required by the Building oricial or Engineer_ PASADENA (213)/(818) 792-3096 SANTA ANA (1/4) tGO· 5525 PALM SPRINGS {61?) 320-4220 FILE NO. ~68.4 2/?S/87 & DATE BY APP PcTAl/.5 1 { DESCRIPTION APP'D. REVISIONS LJ_ PZ,4Ce CO..VCRc7c hi/ roe A,$Al;</67 ,:/,V/?f5TURSctJ M47cR/AL t!"Y,1e'P7 A-S PcRM/rT&ey-r,qE--- EA/-S/N cER TAINING WALL PLAN STD. PLAN 83-7 APPROVED: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED <;Ji))2wu • CITY ENGINEER MACARTHUR BOULEVARD TYPICAL SECTIONS DAT G AND DETAILS DESIGNED R.K. DRAWN 1 J.OC. CITY OF NEVJPORT BEACH CHECKED DATE G.8.A. 9-86 PUBLIC WORKS DEPARTMENT SHEET 2 OF 12 I I - I ' ' / ~ ?i:I - m I ~ / "I l..! ~ i I I I\) 6'\ / . I ~ C ~ s.. . I ~ ,, i ~ i",4 . , -'· I' .. I .. ~ ~ 309 308 E 1,507,200 fu11->1ructinn c-ontractor agrt'ts that in accordant·€--...·uh ~t'llt'ntll.\ 1:1~Tt•ptt'd n,n,.;trui.:tu,n prnriiees, nJnstrunion contractor will he required to assumt' suit' and n1mplt'1t· ft'.,pun!->ilnh1_,; Im joh site l'onditions during the course of construction of thf' proj£:'c·1. induding !>,aft>ty of J:tlJ pf"r~ulb end propeny; that this requirE>ment shall he made-to apply t·ontinuously mid nut he limited tu , norms! working hours, and construct10n c·ontraf'tnr furlhE'r ag-ree1-< 10 dE<fend. indt'mnify Hnd hold desi;:n professional harm le!.:. from any and ·a!J liability. Tf'!:11 or t!l!eF!"l"d, in c:unm•c1ion with tht' performance of work on this project. excepting liability arii,ing from I ht' sole nt>gliJ.;ent·e uf design prufohsional. 307 California Council ofOvllEnglnCNu &LandSurveyou ~ It' ffi I ~ ~ ~ ~ I 12 N fee i=Dl ' 0A'JC8 Af>F'ROVE0 . l SCALE f H0RIZ. 1 VERT. l I"= 40' I I"= 4' I 0 • -,,, __ ffi 306 305 304 303 302 301 300 ----------Z<?o-CONSTRUCTION NOTES , , MAC ARTHUR BOULEVARD N529,600 E 1,507,400 N 529,800 CURVE DATA ¢" .• 0 R , 6 L T ,. -· ,!' SEE STAKE/JUT OATA Tfll.5 .5'1/EET FOR. !1///4 !?cNOTCS LIMITS OF €)'/STI/\IG A.C. RcMOVAL l SCALE , I"• 40' /?AO/AL ,:;p,t:.5,ETS TO £. A cOOO.oo' ec; •31 '45" 926.04 1 47/.47 I c::J !?£/1/OTcS LIMITS OF !VcW A.C. PAVcMctvr B 2048.00 1 c6°3!'45" 948.eB' 483.79 1 PRIVATE ENGINEER'S NoT1cE To coNTRAcToR ~-@n~ • • It' E · 'The existence and location of any underground' utilities or Slructures shown ~~. lb' • "'l.o,fnf""--"l<QnZ ~-Q. -. o~_E1_n.· 3814582 rs • on these plans are obtained by a search of available records. To the best of _ ,,.-. ---====- , our knowledge there are no existing utHities except those •shown on this plan. The Contractor i_s required to take all precautionary measures to pro-, : WILLIAM. E. BENNETT-,.__ J 1 tect the utilities shown, and any other lines or structures not shown on these I ~-ld ?-~ 1ft ~-I 37825 . PASADENA (213)/(818) 792-3096 SANTA ANA (714) ·v;o-?i:J5 PALM SPRINGS (619) 320-4220 'plans, and is responsible for the protection of, and any damage to these GAROLD 8. ADAMS lines or structurec. 1----------,,--------,-----.----==----,.----------1 G '8 A SCALE FILE NO DESIGNED BY_R=. K~·~--- J.o'c OA"WN BY ·------- CRECKEOBY __ ._._._._ I" --401 768 4 DATE .9~86 "' • 10//1~ G.8. 4. 2/?5/87 IA DATE BY . ~ REC{JR£) PRANl//16 At>IJ SWALE PER OE'J')1/L @ £%TE/IP 24" C#P TCl .l{J/,V PCC SNALE; CONSTRUCT 5,PL,,/5/1/1/AlL DESCRIPTION REVISIONS I CD ® SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. CONSTRUCT 6" A.C./ 18½" A.8./ N.G. @ 95% RELATIVE COMPACTION. --~ ---~· --- - • -~ ® CONSTRUCT 6" A.C. DIKE (TYPE B) PER CAL TRANS STANDARD . A73. REMOVE EXISTING A.C. BERM. ti!' RIKI I N.7.'6. A-A ~ECORD DRAWINGS These Roccrd Dtawlnga (or Co"ected Specliicailons) ~•v• been prepared based on 1r,tormction tubmlttcd, In part, by others. Whfl• this lnlarmatlon Is believed to bo r,dle!Jfo, me Archftcct/Eng/noar Is not responsible for its aceurscy, nor far errors or ornl'JS/t,ns which may have b~~n fncorpor~teet Into this document as a res&1lt. APPROVED: FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE ,/ FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED <;;;&!Jjjf_ CITY ENGINEER . APP'D. DESIGNED DRAWN 1 R.K. J.OC. CHECKED DATE ·G.B.A. 9-86 MAC ARTHUR BOULEVARD ROADWAY PLAN AND PROFILE . SAN MIGUEL RD. TO STA.300+00.00 CITY Of t~E\~JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 12 ------~. --··--·----~--~ I I I -··----·- i • I ::L___ I I • 300 • SCALE • I"= 40' Con..,tructinn rontrnc-tor agrt>ei:i thal in i:iCCOrdiiTIT-~--wi1h l,:t'OL•Jttll:---tin-t·plt·d 1-,,n-,trucu,,n µrart ices, rnnstrunmn contractor wi1i be-requirecno a-:-.sUml" !-.oh•-ttnJ n1mplflt• ft">,p, 1n,-dnli1~ 11 ,r job ,.jt{• ninditions during the rourse-of l'onstrurtinn uf the proj£.-l·t. ind11di11g ,.aft'I_I,' of t11l µnson,- Qnd prnpen~·; 1ha1 this requirement shall he m<>df> to apply l'OTTlinunu:-.ly imd not ht> '\imitl'd to normal working hours, and c<ms1ruct1011 rontrarrnr further agn•t':-. 10 deff'nd, indemnify und hold d~sign pnilessinnal harmle~::. from any and ·all liahility. reHI 1,r allt-gt:d. in 1.·onm·t·tion ..,._.ilh tht- pt'rformance of work on thi!i projec:t, ex('E-ptin~ liahilily ari.-,inf! from I ht" .-,ult> nt-i.:lif!t'll(.'t' 11( de~ign pruft-:-..sion11I. ' ~ ___ -_ _ --·-·· PRIVATE-ENGINEER"S NOTICE TO CONTRACTOR-_ :.C-__ California Council The existence and loca~ion of any underground util_ities or structures shown on these plans are obtained by a search of available records. To the best of of Civil Engln~tJ our knowledge there are no existing utilities except those shown on this &londSUC'V¢YOf/ plan. The Contractor i.s required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on these plans, and is responsible for the protection of, and any damage to tPe:se lines or structures. ==J ,, GA~OLD B. ADAMS DESIGNED BY_'-R-". K~----CAECKEDBY_..=G-".B"'.'-A"-.--SCALE DR<\WN BY J.O"C. .DATE . 9-'86 1" = 40' . T 471.47' 482.79' 46.?5' 7./0 I ;a.48' /1.6/' ,, PRol"oSEO ~, WILJ.i S. C. £. t,AS£ME.Vr oerlore.s uMtTs oF ex1sr1NG A.c. R£MOVAL Oe/VOTe"S LIMITS OF NcW A.C. PA-VeMetV'r I0/14/(!7 G.8.A. 15' RECORP PRAWI.IIG PASADENA (213)/(818) 792-3096 SANTA ANA {7/4) Z'f0-1'3Z'7 . PALM SPRINGS -(619) 320-4220 • FILE NO. . . 768.4 DATE BY DESCRIPTION REVISIONS 290 CD ® ® 0 • GITT f' ~ ~ 289 RECORD DRAWi NGS These Record Drawings (or Corrected Specifications) have been prepared based on information submitted, in part, by others. While this information is believed to e.e be reliabls, the ArchlrectlEnglnoor Is not responsible for its accuracy. nor for errors or om/solons which may have boon //100,TX)r,,!Cd Into this document as a reeult. CONSTRUCTION NOTES SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. CONSTRUCT 6" A.C./ 18½" f..B./ tJ. G. @ 95% RELATIVE COMPACTION. CONSTRUCT 6" A.C. DIKE (TYPE B) PER CALTRANS STANDARD A73 •. REMOVE EXISTING A.C. BERM. REMOVE EXISTING CURB AND GUTTER RELOCATE PER TRAFFIC SIGNAL MODIFICATION PLAN ON SHEET 11. RELOCATE EXISTING POWER POLE (TO BE DONE BY SOUTHERN CALIFORNIA EDISON UNDER A SEPARATE CONTRACT). SAWCUT AND REMOVE EXISTING MEDIAN ISLAND AND PERFORM EARTHWORK. CONSTRUCT TYPE A2-5 CURB AND GUTTER PER CALTRANS STD. N8-A. CONSTRUCT TYPE Al-6 CURB PER CALTRANS STANDARD NB-A. CONSTRUCT WHEELCHAIR RAMP (TYPE E) PER CAL TRANS STANDARD N8-B, . CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CALTRANS SPECIAL PROVISION "B". CONSTRUCT MEDIAN NOSE FLARE PER CITY OF NEWPORT BEACH STD. 107-L. CONSTRUCT 6" CURB AND GUTTER (TYPE C) PER CITY OF NEWPORT BEACH STD. 183-L. CONSTRUCT· 4" A.C./N.G. AT 90% RELATIVE COMPACTION. CONSTRUCT 4" P.C.C./N.G. AT 90% RELATIVE COMPACTION. @) CONSTRUCT 12" DEEP LIFT A.C PAVEMENT SECTION ON NATIVE GROUND@ 95% RELATIVE COMPACTION. APPROVED: .> FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONL.Y. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ,, E MAC ARTHUR BOULEVARD ROADWAY. PLAN AND. ,PROFILE STA. 3OO+OO.OQ TO STA. 289+5O.OO APP"D. DESIGNED R.K. DRAWN J.O'C. CITY OF NE\J'JPORT BEACH 7 CHECKED DATE G.B.A. 9-86 PUBLIC WORKS DEPARTMENT SHEET 4 OF 12 I I • ' '_• 11 -<_ <. !"I c::,-• - ~~~s ~ ::7 ~ . ~· . I:_ S- r [: c:.; 2 1 ,. L • ' ~ .• --_______l_ ___ --- ~ ' _-Con,;truCtinn C'Ontrartor agreti; that.in ec-~ordanl'e wi1h !!t:-n1:-rnll_\_1:1<·~·t•p1t,,l ,·,,n,-rrucll"n j..)rart~n•s, corn:trunion contractor will be require·d lo a:-.i;uml" ;;.olt' ~nd· l'omplt-1 e rt>:-.p,1n,-1li1iit~-!11r job 1->iH· t.·ondi'tion~ during the course of C'onstn1ctmn of tht' prujt-l·I. induding !-.afe1y uf .1:111 pt'r!->Ull., and pwpeny; that this requirement shall he madt' to BJlply l'tmtinuuu~I\' 1111d no! ht' limitt'd tu noI""ml:ll working hour~. and comtrnct1on rontrartnr fur1htr ag-ret>:-to t.leff;nd. indt:-ninify and hold dt-~ign prnfe!>sion1:1l h1::1rmles.~ from any and 'all liahility. n•1::1l ur allt•~t'd. in l'onm•c-1ion with tht' pnformanc-e of work on thi~ projel't, exn·pting liability uri~ing frum thr ~lJlt' nt'glit!t'nl't" of d~sign pn..,ft-:-i;iont:11. .. j. CcJifornia Council ofOvll En9lnirau & Lond Surveyor, , _, 0 ENGtNEC: _, EGI tE'RE 1\/H:; E Gil EE • 0 SCALE HOR IZ I "=40 VERT. l",.4' . ~ . 3 ' ' =l . E. ~~ ~ T D ~ a CONSTRUCTION NOTES SAWCUT AND REMOVE EXISTING A.C. PAVEMENT . . CONSTRUCT 6" A.C./ 181" A.B./ N. G. @ 95% RELATIVE COMPACTION. ----------- / SCALE , I"= 40' .• APPROVED: FOR CONCEPT AND ADHERENCt TO CITY STANDARDS ':f,?,9,,:?7. :?>84-. 2!2!, AND REQUIREMENTS ONLY. CITY-IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. / . APPROVED PRIVATE ENGINEER'S NOTICE TO CONTRACTOR -··· ~(Q>l c· ons~t'1ng1 i=ng'1neers 'PASA0WA 12131/(818)7923096 /),, -11/)1;;,1 ,,()(} MAC ARTHUR BOULEVARD. The existence and location of any underground utilities or struclures ~hewn ~ --~ • SANTA ANA (?l4)_'t'JO-;Jftt; ltJ/14/97 /;.8.A. ~ 1/?ECCJRP t?RAJt//.lJ/6 ~ ~ on these plans are obtained by a sea.rch of available records. To 1he bes1 of . I d:,,f-,1 &/. <A,1'>-:!{7/L....__' ,R.EJ • 31452 I lt/,!3,186 ,J-. lf/J/S/JA/.rtJtE ,e,FtlJC,{7/0A/ CITY ENGINEER ROADWAY PLAN AND PROF! LE our knowledge there are no existing utilities except those shown on this WILLIAM e. BEN~b PALM SPRINGS (6t9J 320.4220 v~ ~ pl lalnl.hThel.cl.01· n1rachtor i.s required to take all precautionary measures to pro-L::::~;:;~1~.Jw~~;,-J;:!.~-~:::-=·~:__: R.E.1 __;3::.,7.=,B2::::5'-'.._L 1''2° 1~8~ /;t/1\~l:~JJ~~,r~v.;1/~S~t:~~;w~~~:Y.~-jc'.~-;F-~-~;~~======J===~~DA~T=="O==c.:hib==;e;'====?' '=· ·= ,·o.:::; a~1:: L-:J__:S~T.'...::A~.:.2~8:::9~+.:_:5~0:::::.0::.:::0. =-Ti~O:::_~S~T.~A::,· :2~7_:9~+~4.::..:1.::,9::_.::2:__J ec e u 1 11es s own, and any other lines or structures not shown on these· -/et1/8/, At.lGNMENT-( p,,ea,.c-JL.~ J:lans, and is responsible for the proleclion of, and any damage to 1hese 1------:::--,-:-GA_R.:...O.:..LD-,_B,;_ • .:..A.:..DA.:..M.:..s __ =:--:--+----==----,-----_:,_------l DESIGNED DRAWN Imes or structures. R K G. 8 A SCALE FILE NO. DATE BY DESCRIPTION APP'D. R K J o'c (ITV Of ME'"'PORJ BEACH '.. DESIGNED BY_.:..,.c..:· cc·:__·_ CHECKED BY_~·=·~·--• • • • I~ W Da,wNev J.o'c. .oArE . 9-'86 1" -40' 768.4 REVISIONS . , CHECKED DATE 9 86 G.B.A. - . PUBLIC WORKS DEPARTMENT . . SHEET 5 OF 12 ' i .. C ) '-.', I, I 0 ,.f',4,(;)/6'6 A /?t?. t)O' B 8,!,:Jo' C 4t)O. 00' .0 /?. o,:,' c 3. oo· F" 3.00' G 50.00' TYPe 8.8 Cl/R8 Pe/Z sro. Pt.AN N8-A LlATA .OE~7A £EA/47# ?.:tA./6£,<!T Cs" /3 '63"' 4',!I. ,bt,,' ,?,;t; ,:;7• &,t:)O 4~'1:f,6" 88.I;?' 4£73' 07° -53, .?t:J" -5:5.t:J?' ?7. -5,5" ~3°-1'7 '46" /3;? 0 6'2>' -177" /33"05' 17" 86 "'0 '71 '06" c'A.C. Pf/MT. /~. tblf' /,?. $,1,' (1,. ~,:,• G . .FP' a..~7' G.':ll' 75./,8' 46,76' TYPe b3 CURB PeR STD. Pt.AN NB-A I Z¾ .•~.~.i ::NO t?'¼ l'IL.l~ji,,., EX. A .C. PVMT. SUteFACc II II SECTION A-A SCALE• I"= 21-0" STt:Rlt.lZe Flt.L PE,e STATE SPEC/F/CATION SCALE 1"= 2 o' ,?9;.~:: ,?0 c,74. c,o ~T.I) 1 ,PR cJ PcJ:S <ff .D R / W CD ® CONSTRUCTION NOTES SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. CONSTRUCT 0.4' A.C./0.75' A.B./1.10' AGGREGATE SUBBASE WITH SC250 PRIME COAT. ® CONSTRUCT 6" A.C. DIKE (TYPE B) PER CALTRANS STANDARD A73. REMOVE EXISTING A.C. BERM. REMOVE EXISTING CURB AND GUTTER _...--, ---:::.--:: 1<11J' 1o> 0 <( 0 a:: en _J _J -::r: z -::> CJ <( 0 ~ " "" .. ~ ~ " SAWCUT AND REMOVE EXISTING MEDIAN ISLAND AND PERFORM EARTHWORK. CONSTRUCT TYPE A2-6 CURB AND GUTTER PER CALTRANS STD. NS-A. ·~ ...._ "' ~~ ~ 3~ l<,.,_'r}~- +/411 ~-111 l't,~ /io~. L1-" CONSTRUCT TYPE Al-6 CURB PER CALTRANS STANDARD NS-A. CONSTRUCT WHEELCHAIR RAMP (TYPE E) PER CALTRANS STANDARD NS-B. CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CALTRANS SPECIAL PROVISION "B". CONSTRUCT MEDIAN NOSE FLARE PER CITY OF NEWPORT BEACH STD. 107-L. CONSTRUCT 6" CURB AND GUTTER (TYPE C) PER CITY OF NEWPORT BEACH STD, 183-L. CONSTRUCT 4" A.C./N. G. AT 90% RELATIVE COMPACTION. - CONSTRUCT 4" P.C.C./N.G. AT 90% RELATIVE COMPACTION. ' CONSTRUCT 12" DEEP LIFT A C PAVEMENT SECTION ON NATIVE GROUND@ 95% RELATIVE COMPACTION. LEGEND [ZZ]-oEVOTE-5 <f./.M/T:S OF cX/-ST. A.C'. PAVi:MEA/r TO 86 A'cMOVEP D-17,:;vorcs L./M/T oF NeW A.C. PAl/6.M5NT ,xxx. xx)-e"X/67. .e,::cv4r..-0N XXX.XX -PROP06cl7 .:t::c//AT/0/V e,P-c/7,!",E OF PAf'EMEA/T FL. -Ft.OW VAie F6-F"/N/6fl :SdRFAt:c 48-t$R_,,tJ,ff BRcAK IIP-l,M$// PO/A/T rc-roP OF C!dRB 7P-rop OF L7/Ke ~ ~ '>~ C ~ ~~ ~ ~ i-~ I' " ~" ~ ') '--lj i\'. --\ --_,.I ~ ll: Ii) l),i 'ii PfcP. M64'C ea. :,<1/1/ E«IEAI( Pelc l)ET'All A H/!RECW MACARTHUR C011s1ruc1inn contractor agrt-t-~ that in ec-cordam•f-with l,!t-nt·1ttll_\ 1:1cn•p1t·d ,·oti,;trUL"llon !1rnc-1_~n~r-;. c·un~trunion contractor will be-required to 8!.!-;Umt' solt" ttnd nm1plt-lt' rt'sp11n:-.duht\· f11r y,h, '.flt-t·1,nd11wn,l! during the-c-uurst' of construr-tion of tht' projf""("l. indudini.: !-Hf Ply uf 1:111 J.lt'f!'IUII,.. '"'':', prnpe-ny; 1ha1 thi!. requirement !.hall he m11dr to apply c·on1inu11u"IY mid not hp limite-d tu 11;, mtil wDrkin~ hour!>, and comarnc:twn c·ontrartor furl her i:1/:;ft't'!--10 t.it'fe-nd, indt-mnifr and hold d£.-.si~n proft-~sionbl h1::1rmle!.!'I from any .and ·alJ lialiility. rt-~! m allt'gt'd. in l"onrn•c·tio~1 wi1h tht' JH>rf<1:-mance· of wurk on this proje-C'l, e-xnpl ing Jishili1y erii-,in~ f n,m I ht' r,,ule-nt·i:li~t'nct-1,f design pruf t-:-:-ion1:1I. \\ \ \ I I I I California Council ofOv!I Engln~u &Land Surveyor, ' ' ' I I I ~ ~ " (--:-) I \ \ I I \ I I I I I I ~ I I I . I ~ \ I I -:11 I I \ I I \J A~l Corisulti~~ Engineers • /ti:t ef tf,.,,......;nif R.E 31452 WILLIAM E. BENNET/? -~~;::;·~•~c!~~~~--=1-N~~=~~ 37s2s ,E---""-=-GAROLD 8. ADAMS DESIGNED BV _ _cR.o.c·~K'-. __ DRAWN BY J. o'c. CH ECK ED BY _G:::c·c:cB:.c. '-A"-. -- DATE: 9-S 6 SCALE I= 20' I I Dist. County Route 75 Po5t MIies Total ProJec.l Sheet Total No. Sheets 0,5 / /,D ---------------------------t==================-========='=====:il-- PROJECT ENGINEER REGISTERED CIVIL ENGINEER NO. ______ _ DATE APPROVED ---------------- ,.. B' 4' + 5rArtOlt Pr. A 5 [?f;TJIIL A I" = 4 ' + ---------------"' ------------------------------ f6'X--1 .. Tlf/CK l"CC .SW'_;r' /:?EMPVG ANJ) .eEP.i:ACG -1 •• Pee. .5W TO NEA.eG.:sT ,/tJJN7 AS .eeou1.eEo TO CONSTRUCT C<'G AS Sh't>WI✓. BOULEVARD RECORD DRAWi NGS Jff £,1'/~T/N<f ,o/,="LJ/AA/ /6,t;,4,A/LJ ,f' .Me.t'/AA/ .-<?OdNT?O 5/4,Al4t:: POt::6'5 6#,4,!t:: RE-'?A/A/ /A/ P.::A?',1; &'N7'N. NEW :5/4A/At:: /6 /A/ P,!A&: ANL7 tPPE/4"AT7tJN'4L.. Ar T#/5 r,,Me, 7'/2'E C!ON7'RA<!Tt?/<' t:AN RcMtJ//6" T,#E ,<?eL7/,4,V /6.!A#L7S 4/./&> REP,::AC!c W/T# T/1'6 Rc<f)Uaft':L7 RCIA&>W4Y :STRdC!TdRA<f. 5eC!T/ON. PASADENA (213)/(818) 792-3096 SANTA ANA (114) 2..~0-~?27 PALM SPRINGS (619) 320-4220 ReVI.SE= MelJ/AN ISLAND 11/'I.Y E'. P._ PROFILE APPROVED: APPROVED 711•~• Record Drawings (or Conec/Cd SpccM!oalinn~) have blll!n ~m/Jatl:d bas,;d on mformat/on submitted, m part, by others, W~II• tn/fJ IRlflFffl~F.@il i§ /J@lliW~a rt, be reliable, the ~rchitectlEngineer Is not rcsponGfbl• ,or n§ nefiun,@y1 RBF If;/ @Ffflft or omissions, which may have been lncorporarori /ntQ tnis d@eYffleiil §§ ~ rf!§U/f: FOR CONCEPT'AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY JS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ()Qj!,(Ji MAC ARTHUR BOULEVARD INTERSECTION DETAIL SAN JOAQUIN HILLS ROAD CITY ENGINEER DAT Q,fo0Clf" 2.1 I FILE NO. 768. 4 DATE BY DESCRIPTION APP"D. DESIGNED R.K DRAWN 1 J.OC. CITY OF NEIJ'JPORT BEACH REVISIONS CHECKED G.B.A. DATE 9-86 PUBLIC WORKS DEPARTMENT SHEET 6 OF 12 t ' i l 1· .. 0 -· ,-~------- i~ "'I~ 6\ 6' ~~ ' &I l\l ' \ ' ' I . ~Qs\1 \ I I e j A 1. . IQ; \ ' E \ \(\ \;'.) 09.J \\, \) I ~" I . "' 19.s I '--..+--7 /\ ,45 I ' ' ' I I \ I ' ' ' ' ' ' ' ' ' ' ' I ' ' \ \ ' ., \ \ . \ ,1 ___ , __ _._ \ \ ' ' _, ' ' ,507,200 ~-~---~ .• ----- 009 SAN ' \ \ ' ' ' ' ' ' \ MIGUEL 45.8 ------- r----2 55 ~ 's_ 54.7 E I 507,800 ., 45,7 48.5~ ~c::J c::I c:11 c::i c::J C'I C'I c::a c:::::i c::, ~ Cl ~ -~-----::= _-:.:=---=-=- 41.3 N 529,600 6tJtlrk .8~&' /41 .CJ ,#,,ft:! ,4,,PT##R 0/KE TRA/,t. c'.!'~6&£7 E 1,507,400 ' - ;;---" I t I. ' I > I I • l · I I i I ' I I ' N 5"29~ o· t .-•. I 11 i&>tr f i ' ' ' ' I I I ' ' I ' ' I I . ' ' I ' ' ' ' ' ' I ' ' I I I ' ' ' I ' i ' I ' I ' ' --245/ G3;. 47.5 I I I / i ' I I I ' I I 8e,,;/, , M '/Te I I 46.5 2 RA/'5e/? ,,<,?E.O. 06, .G?,t.44£.. ,?INT/t: ~ ,4 ;>:;'4,V / T/2 11 I , f\1 ~7:.n4nn F1.~nRnno I I I ~I ' ' I I I I I I I I I : , AB16, I ' "' "' I ' ' ' : ' ' ' ., r "7 I r 1 'i.., ,1, I ¼" r ,., __ ---_ .. -L _~.:_r_ ' I 5Q.'5 I ,, I ,, /1 I / ' ' ' ' ' ' : ' ' ' 60 !\ I I ~ : "'" :~ 'I- "- I I I ..._ 245 250 5/,9 ' ~ ----- ---- --=-"":::..:::....-~.:::--:::.. -------;,..--;:_ r -- ---- """" • ""'.,,.,. --~~ ~: -:;;:/::·:::"-~:--:_-:,_":,.. ---~-----------~;;:: -::.-=..-:::.:-:;.,;::; ~.:;-_ ------- 250 I Ji-I (1:,/,,L c;;,o • ,1 Tl:--. --~=:,:...,~:_--©z X-61_3 I I I I I \ '( .. \ ~ '( " ... " " ~ ;,i C/3 eND 4" WNIT,!£ ,f • D~/JNt£ATORS ~- 4!3.5 N 530,000 E 1,507,600 \ / CtJA/TRACT.:JR 6h'AC.t RE.MtJ//E t?Nt:Y TR,'IT A:JRT/tJ;V .:JF cX/-57: /5.tANO RctJU/ReO rtJ c!.:JN~TRUt!r Th'e ,NEW /St:ANO. 7"#c MEO/A# MtJUAl'T£/J :5/t$#At ?tJ.tES ( i. AJZPP"R c/V.4,VC6'6 :5f/At:L ReMA//1/ /N Pt:Aec tf O~RA '4? 6"#. Th'E S/,$A/At: MtJO/P'/CA77PN '/.:5 t:t?.~ Zl ,4T T#, 77Mc 71'c t!Cw'T,e.4t:T'CR 6M ,PRO :,,,-:5UFF/t1/-. T/i?, ;:"F/t: (!,t)/\lrRO? OJ-c, ~ /7/, t: '6; y T#E c#,1 ;?) -FAC/t:/TAr,S:., :.; W4 T#E RiY~/A/0. ,!" EA'/:5i: /SP/. ;,:, ""R.~~~~~7',/T W/T/,/ TA'c R, U/Re.O RtJAOM I¼ ;>; '77t?N A-5 6/IOW'N ON T#e ?.:ANS. 4.4.5 •p , 50.7 -----------___ .£/8.f5 ____ ------ oo 56.6 __ 1/ -~~ 56.1 / ~ ("~ _;,.2so .. -,, • ...___ r'°' 56./ A.::.:< ~--;-._ '--- E I ,508,200 N 530,GOO ',49.3 255 ~ \J .} ~ ~ Olsr. County-Route 07 ORA. 73 PROJECT ENGINEER Post Miles Total Project o,.s I /,o Sheet Total No. Sheets 7 /2 REGISTERED CIVIL ENGINEER No.· ______ _ DATE APPROVED ----------------- . ' TRAFFIC CONTROL PLAN NOTES [Ij CD EXISTING STRIPING TO REMAIN IN PLACE SANDBLAST EXISTING TRAFFIC STRIPE AND REMOVE EXISTING RAISED PAVEMENT l'iARKERS. PAINT NEW STRIPING PER NOTE ON PLAN OR PER CALTRANS STANDARD PLAN DETAIL AS REFERENCED ON PLAN. PROVIDE, PLACE AND MAINTAIN REFLECTORIZED DELINEATORS AT 20' O.C. • PROVIDE, PLACE AND MAINTAIN SIGNING PER CALTRANS STANDARD PLANS AND SPECIFICATIONS, TYPE OF SIGN AS SHOWN ON PLAN. . I TRAFF'/C e;'t:JNTR~~ 5r.R/P/N<:? ICAYOUT 7"AS~c <//4/'TS tt'FF-Sc'r F/f'C:1/'4 <!' ,k?,4(?,4,RT#UR ro i!'"t?i$E ~/A£ 6A/,/ "'1/t$dec. /7R. TO ?7. LJ,t)' -$'TA. B07+50.00 57:4, 3(J7,'6tJ. cJO TO V4Rle$ -ST.4. 9,:j-5.,, GtJ. L'O .!?7. tJ(J, n:, ?2 tJtJ' 5T"A. s 05.,, Go. LJ o ro ,?2.00' -6771. :J'OO-r 70. 00 '' ,s:rA. ·aoo+7o. oa l/,4R/c5 TO. <SAN dtJ.4,Pt//# /,'/,tt:5 RQ ;?;;?.CJtJ' ro 45./Jo' $AJI ,/tJ,4,Pt//,1/ /1/~,t,S -'?D. 4"J.&O' Tt) ,( ,:X/5r/,<f,$ '5TR/Pc) '5r4, ,?<:JtJ,<5tJ.L'O '57"?1, ?<:JtJY' 5CJ. CJtJ //AR/E'5 7tJ. ,STA, :?.56 .,</ 0. "10 4~ tJO' 7cJ ,?i?. CJO' . -sm. :?85.,. / 0, oo 7ZJ e z. ,:10, '57;1, ?7"J,'tJCJ. tJCJ 6TA. ?~,'OtJ. 00 VAR/t!r-S TO ?Zoo' ro ?"'?. ·oo' -SrA. '278,'00,00 ' JOAQUIN HILLS ROAD C/,8 z .. • ~·un ... 1nictinn c?ntractor agrees that i"n accordant·e-with gt-m·rnlb-!ffl't•plt-tl n,nslruL·tiun ~rar~ires. <·on~tr"uct1on contractor will be rt'quired to assumt> suit' and nimplett• n•spon~ilnhl y fnr • JOh site n>nditions during th€' c-ourse of construction of the projel·I. indudi11g ~~ft>ty of 1:tll µt'rson ... and propeny; that this requirement shall be made-to apply ('Onlinuou~ly and not ht' limilf.'d to Colifornfa Council normal working hours. and construction contractor furl hei a~rt•e~ 10 dt't°t'•nd. indt-nmif y and hold • of Ovll Engln~r, design prnfes.;;ional harm lei.:-from any and ·all liahility, rt-al (,r alll•gt-d, in ninm·l·tio;1 wi1h tht-&land SU~/ pt'rfor~ance of work on this project. excepting liability ari~ing from t ht' ~oil' nt>gligl•nct-,,f design pruf l'~s1onal. DESIGNED BY_...,R-"'"K.,,.~--CHECKEDBY_~G=·~B~.A-'.~- DAAWN BY J. o'c. DATE 9-86 SCALE 111 = 40 1 PASADENA (213)/(818) 792-3096 SANTA ANA (7(4-) l.hQ-%Zr; PALM SPRINGS (619) 320-4220 FILE NO. 768.4 DATE BY ., if :SEE 6.-1/EET 8 rt?R TRAFFIC C'tJA'T,f"tJ? 4,eNcRAC:. ,</tJT6'S ,APPROVED: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS DESCRIPTION APP'O. REVISIONS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED . ' MACARTHUR BOULEVARD TRAFFIC CONTROL PLAN SAN MIGUEL DR. TO STA. 289+5O.OO DESIGNED DRAWN R.K. J.O'C. CHECKED DATE G.B.A. 9-86 CIT\' OF ~E\'JPORT BEACH PUBLIC W'(RKS DEPARTMENT SHEET 7 OF 12 . I I \ I -. . 0 " C, ( - C C . ' < ~ ' D - ' -' - r-,' . \ ) • ~ ~ .. ' I i - ~ ·-. '\J 1K ti ~ 'tr CII ' I\) V TRAFFIC CONTROL GENERAL NOTES 1 2 3 4 5. 6 NO WORK REQUIRING TEMPORARY LANE CLOSURES SHALL BE PERFORMED PRIOR TO THE APPROVAL OF A TRAFFIC CONTROL PLAN APPROVED BY BOTH THE CITY-OF NEWPORT BEACH AND CAL TRANS. THE TRAFFIC CONTROL PLAN SHALL COMPLY WITH THE CALTRANS "MANUAL OF TRAFFIC CONTROLS" 1985 EDITION NO LANE CLOSURE FOR SOUTHBOUND MAC ARTHUR WILL BE ALLOWED AFTER 3:00 P.M. THE CONTRACTOR SHALL SUBMIT HIS TRAFFIC CONTROL PLAN SUFFICIENTLY IN ADVANCE TO ALLOW ADEQUATE TIME FOR REVIEW BUT IN NO CASE LESS THAN TWO WEEKS PRIOR TO THE PLANNED CLOSURE. CONSTRUCTION CONES AND/OR DELINEATORS SHALL BE EXPOXIED TO THE PAVEMENT IF THEY ARE TO REMAIN FOR MORE 24 HOURS. ALL STRIPING DETAILS REFERENCED ON THE PLANS ARE CALTRANS STANDARD PLANS A20-A AND A20-B UNLESS OTHERWISE NOTED. Th'E P/$7"4Nc!c FROM ef MAeART/,'Cf/;? ra T#c ,OROPc?ScD 4',, Jv/2"/TE c£>(5E c/NE /,S ::SHOWN /N T#c ??f,BL:CCJNGh'T. 7 ._____,. = TRAFFIC CONTROL PLAN NOTES !II CD 0 EXISTING STRIPING TO REVAIN IN PLACE SANDBLAST EXISTING TRAFFIC STRIPE AND REMOVE EXISTING RAISED PAVEMENT VARKERS. PAINT NEW STRIPING PER NOTE ON PLAN OR PER CALTRANS STANDARD PLAN DETAIL AS REFERENCED ON PLAN. PROVIDE, PLACE AND MAINTAIN REFLECTORJZED DELINEATORS AT 20' O.C. PROVIDE, PLACE AND MAINTAIN SIGNING PER CALTRANS STANDARD PLANS AND SPECIFICATIONS, TYPE OF SIGN AS SHOWN ON PLAN. ~\mslruction contract_or agree·s thal in accordann· w11h gt'1H:rnll~ 1:1n·t•p1t-d ,·,,n,..truet 1 .. n ~raC't_1n•s. c·o~~lruction_ contractor will be required lo as!\ume s11lt> find l'omplt'tt· rt-.-.puh!'>d1tb1 \ j,,r Joh :,,11(> l'nnd1t1ons du:mg th~ c-ourse of construction of lhE" proj£-<'I. indttding ~aft"ty of al! pn,-,011.., and propen~·; that this requirement shall he r;nadf.-lo apply eun1inun11:dy and nol he limi1ed tu California Cound nor~rrnl workm~ hours, and construc.:t1on c-onrrnctnr furl ht-r H~rt't""' 10 dt'fE>nrl. indemnify ani:J hold of Ovll EnglnHrJ design professional harmles:-from any and ·aJl liahility. n•al or alh•ged. in rnnnnlion with tflt' &londSUNq-yo!/ . perforn:ance of work on this project, excepting: liahility .1::1ri!<>ing: r n,m I he !'>o!e negh1=:t'net' 11f design pwfes:-.1onc1.I. • •. --.. -~ u • ~,®0 ' I I I o' ..;: I of D:: I I I I I I I I I I Dist. County Roule 73 Po5t MIies Total ProJecl 0, 5./ /, 0 Sheet Total No. Sheets 8 /Z PROJECT ENGINEER REGISTERED CIVIL: ENGINEER NO. ______ _ DATE APPROVED ----------------'-- I I I \ I I I 2 Pel6T SIR.: PET,:JL/R :S"/,S/V//4",$ PcR ,Od:TA/C: A, Th'/:S S#r. .:NP 8/Kc 7"/f'Alt. StJtl7"#.8tJUA/P 8/Ke 7'A';4F",/:"/~ &'6& V ;4 M ,e,::, I? cc RtJ,4 0 -----------~--+ -------------- P/fOP06€P :S"Awevr L/NC E)(15,; E.P. cXl57' F.$:---,,_ ) ---,,~7A.Wfflli31Jli----'i"l.fJ.~ --- SECTION N.T.S. /0' MACARTHUR A-A c.---, ' I \ I \ I \1 y DETAIL N.TS. A / I I I \ \ I \ /----- \ I BLVD. APPROVED: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED ~~l Consulti_ng Engineers ({& "? ,&~~ R.E. 31452 PASADENA (213)/(818) 792-3096 SANTA ANA (114), .1.'3tJ-'7?l-o/ • PALM SPRINGS (619) 320-4220 1----1-----+---------1------1 ~ . Id~ MAC ARTHUR BOULEVARD r.e,4,P,,,-1/l E#C-/NPPR TRAF Fl C CONTROL PLAN R.E. NO 27 0,'5 R.E.~5~7=82~5~-1-,0-L,-7 ,,+--.lj\---+---..,-,c-v---,,..-~-,,-,_.,----=-=--,..,--<,.,.-,Y---l-----l DAT ,Ci W ;!.'), f "-----1 STA .. 289+5O.OO TO. STA. 278+OO.OO GAROLD B. ADAMS 77.,,-, o e -AL/4'AI.M1i:.N t-0-ES-IG_N_E_O_BY-:_-:_-:_~R~~.°:-Kf,_.-=_=-_-,'-....:CH::.::E"°CK:::E,:.O_B_Y_-_-:_-:_~G,-,_,,.B.::-,,_,--:A;.:~,----:::SC::--:A--,LE:------,,-----FI-LE_N_O __ ----1 DATE BY DESCRIPTION Jo'c 1"=40' 6 ORAWNBY · •• OATE 9-86 7 8.4 ILLIAM E. BENNETT 0 • <C" lcl ~.-h, _ APP'D. DESIGNED R. K. DRAWN 1 J.OC. REVISIONS CHECKED OATE G.B.A 9-86 CITV OF tJE\'JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 8 OF 12 -·•--------. -_, ----- . I / ~~ ' ~I IX)~ . -,, ~ ~ :i) "It V\ , ' I N 111 ·I • j SIGNING AND STRIPING PLAN NOTES EXISTING STRIPING TO REMAIN IN PLACE. SANDBLAST EXISTING TRAFFIC STRIPE AND REMOVE EXISTING RAISED PAVEMENT MARKERS. PAINT NEW STRIPING PER NOTE ON PLAN OR PER CALTRANS STD. PLAN DETAIL AS REFERENCED ON PLAN. Con-.tructinn contractor agrees that in accordann· with l,!t'llt'll'tli_\ itl"t'l•pkd ,·.,11-.tructi"n µrnnH·t·:;, <·onstruction contractor will ht? rt'quired to as.-,umt' :-.olt• Hnd n1mplr:-1t· l"t'"l'11n.~dnlil\ !cir joh :-.ite rnndi1 ions during the rourse of rnnstructwn of 1he projt'r·1. inl'lt1di11g saf Pl;>' of ell! µer-.,011:--(cJifornia Council , and prnpeny; 1hat this requirement shall he madt' to apply ,·ontinunu:-.1.v ,,nd not he hmit-ed tu n'ormtd working: hours, and c:onst ruction {'(Jntr.1rtor further llhTl't"-:--to dt-fend. indt-innif y and hold of CJvll Engln(Z'(l(/ design µrofessional harmle-~:-. from Any and ·alJ liuhilit_,·, rt-it! 1,r alli:~1:d. i11 l"Olllll·(·11on with tht' &landSUN0j0(/ pt'rforrn:inte of work on thi!'; prujel't. exnpl ing lio.hility <tri:-.ing: from I ht• :-.o!t' nt'glq.:t·nt:1: 1,f dt•~ign profe:-.:--innol. ,,---------- ~~l Consulting /Engineers $..;t ff' & •llf R.E. 31452 wftLJAM E. BENNET~a -- I.,\ ~ • !::::!_ 37825 GAROLD 8. ADAMS DESIGNED BY_-'-'R~-~K~. -- DRAWN BY J. o'c. CHECKED BY DATE G. B. A. 9-86 R.E ____ _ SCAtE I" = 40' Dist. County Route ()7 .O.RA. 73 I PROJECT ENGINEER Post MIies Tota I Pr-0Ject Sheet No. T-010 I Sheets REGISTERED GIVIL ENGINEER NO. • BOULEVARD DATE APPROVED---------------- PASADENA (213)/(818) 792-3096 SANTA Al~A (714) VJtJ-9ft7 PALM SPRINGS (619) 320-4220 FILE r~o. 768. 4 544-.51,,' 2oi!:t,,.oo' :JB8.08'. Z0/4. 00' :>.3Z. SZ' 2.0/;!!. 00' 4,80. :JO' 4-77.(t,0' f74. 78' 474.30' 4-7/. 47' APPROVED: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY JS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED 1----.J----1------------+----1 ~fl?-.u-,.1.,.,. MAC ARTHUR BOULEVARD 1----+--+-~----'---------i-----; T/4'ArF/c 6"/11'&/--Vc'iP...e • SIGNING AND STRIPING PLAN !&/14/87 G./3.A. / z\ REC(lRP DRAWING RE. NO ?2'0'1'5 1-,~:_½:_¾,,-+-/}\~,--+==R=E'-_vi-sE ___ w_z"'_r_if---1-~-t-~G-tJ_(l'f __ E._N_r---t--t DAT• O,,hi,,w .2:1 1~1</_ SAN MIGUEL RD. TO STA. 289+OO.OO D/>.TE BY . ·DESCRIPTION APP"D. DESIGNED DRAWN 1 R.K. J.OC. CITY OF NE\"JPORT BEACH REVISIONS CHECKED DATE G.B.A. 9-86 PUBLIC WORKS DEPARTMENT SHEET 9 OF 12 . I SIGNING AND .STRIPING GENERAL NOTES 1 ALL WORK SHALL CONFORM TO LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS DATED JULY 1984 AND THE SPECIAL PROVISIONS. -_ 2 ALL STRIPING DETAILS SHALL INCLUDE RAISED PAVEMENT MARKERS AND SHALL CONFORM TO CALTRANS STANDARDS A20-A AND A20-B. PAINT SHALL BE APPLIED IN TWO APPLICATIONS, ONE WEEK APART. 3 REMOVAL OF EXISTING SIGNS AND/OR POSTS SHALL BECOME THE PROPERTY OF THE CONTRACTOR, NEW POSTS SHALL BE 4" X 4" REDWOOD TREATED POSTS PER CALTRANS STANDARD SPECIFICATIONS. Construction contractor agrees that in accordanl't-w11h g-t-nt·ntll_\ a<'n•ptt:d ,·.,11,.,1rut:tu,n µrartiePs. construction contractor will be re-quired lo a:-:suml:' s<,11:-otnd <'omplt<lt• rt':--pun,-d,1ht\ fm joh ,.,ite eonditions during the course of construction of the-pruj~<·t. induclin~ s;-ifl:'1:-· of ~u pt>r~un,-California Counc'il and propeny; that this requirement shall he madt-to apply continuously mid not he limited tu normttl working hours, and cunstruction rnntrnctor furl her a~n•p,-to (_h•fe-nd. indemnif v and hold of CivU Eng)O(l'C?t/ design professional harmless from any and 'all liability. real or alll•g°t'tl. in connt<·lio~1 with tht' &landSunxzyou pt-rformance of work on this. project, excepting liability ari;,ing, frum t ht' ;-.olt-nt-J.dig("nct-of design pruf t' ;.;,ion al. SIGNING AND STRIPING PLAN NOTES [I] [fil CD EXISTING STRIPING TO REMAIN IN PLACE. SANDBLAST EXISTING TRAFFIC STRIPE AND REMOVE EXISTING RAISED PAVEMENT MARKERS. PAINT NEIi STRIPING PER NOTE DN PLAN OR PER CALTRANS STD. PLAN DETAIL AS REFERENCED ON PLAN. PROVIDE AND PLACE SIGN PER CALTRANS STANDARD PLANS AND SPECIFICATIONS. TYPE OF SIGN AS SHOWN ON PLAN. RECORD DRAWINGS These Record Drawings (or Corr•cted Specfflcatlons) have been prepared based on information submitted, In part, by others. Wh//e this information /s believed to be reliable, the Arch#ect/Engineer is not responsible for its accuracy, nor tor errors or omissions which may have been incorporated into this document as a resr.:lt. ~~l ConsLJlting Engineers /1,f,4 ( 4-~ RE 31452 WILLIAM E. BENNET'-._ /? . ~ \d ~. ~ RE 37825 PASADENA (818) 792·3096 SANTA ANA {714 )MO~,;cfZ'i? PALM SPRINGS (619) :J20-4220 GAROLD B. ADAMS DESIGNED BY _ __,_R"-. _cK,c. --CHECKE'D BY_S,. B A -SCALE I" ;40' FILE NO. DRAWK BY J. o'c. DATE 9-86 768.4 0 R4.0/U6 .06ZTA ,4 :J-SOc::::!a::>" 4-• 4-q,• / 3" B ,4,:?,:?,:?.,:,,?' 00 ~,, l:;i~ ,, C / 6 /,f-. d,P , z~· //·3e" p / 6 ;i? 4. ,:?,:,' 2/~ ,so" 41" c / e / ,:?. t?t?, Zf?>o /t:J,, // ,, ;::-/ B z,:, -at>' .;?Z~24-' -:;B" & z "'5'-1--:Z4-, 2/'' 44--'.t:,7 " H I 4 7 /. ,:?,:,' 3• Zz' ~,, L I ,a Ge._ a>' ?" --· -,,,,, J / ,:;,,:?J;, (J;,, :::1· =·=✓-" K //4. .... e:>.t::Jt:>" ,z::,• //' ,::a.,o'' / NO 7e": L t!F,,-V ~ T# 294-41:, '32,-Z.3' 6'5:gJ,~7• t:,,/9-17' 7;!,/. ,,.,,_., "7/1-87' 7""'-96' //6./6' //;f,.99' //7-'38 - ,....,, ,: .,."' , Dist. County Route tJ7 t:IRA. 7:J PROJECT-ENGINEER Post Miles Toto I Project 0.5 / /.0 Sheet Total No. Sheets REGISTERED-CIVIL ENGINEER NO. _· ______ _ DATE APPROVED ----------------- 7.AN<!feA/T /4-7-:!J/' z.6.//,, ~/-22' ?,I~ :,,,a' =7/. ,:,4-, ~,:,,,J..' A-P2-3Z' ;:::;~/0' '78,t;;,/' '3~817 ""-ZS.-!713' !/[ EX/5T/A/,$ :STR/P/..-V,$ A:5 ,S#,:JNA/ 0,,11 T,#/~ p,1,4,v Re'PRE.SFA/T:S :STR/P/A/,$ 7'#.4T NA6 IMP.tcMC:.A/7EP FOR T/?.4rr/c! C,:?,,1/,T/?,:?L'. C':Sh'cET-S 7 ,,.-.6) APPROVED APPROVED: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. IP/N/137 G.8.4. & RECtJR/7 l7R.4W/#a :PEK R.E. NO ?2'045 MAC ARTHUR BOULEVARD SIGNING AND STRIPING PLAN STA. 289+OO.OO TO STA. 278+OO.OO DATE BY DESCRIPTION REVISIONS DAT Oc.-/a J.2 1?0 APP'D. DESIGNED R.K. DRAWN 1 J.OC. CHECKED DATE G.B.A. 9-86 CITY OF tJE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET IO OF 12 I l__ j - I C/.RC'V/T 3 a 3 3 3 3 / (tl? 3 3 3 3 4' 3 3 3 3 3 3 3 ¢ /-,<¢8 Y,Z. ,4RR&W / / Z / 3 3 3 #;4 ~¢,::__::e.c:_P _____ ---J_.z-_+-=z---l---=z-+--=z---l---=z-+--'z'------+--+--+-+-,----1 ¢7P z e z e 4 z z e 2 ¢ZPPB / / / / t;17PP8/¢713PB / / / / / ¢,;,pp,B ¢8PPB/¢8.BPB / .3 / / 3 3 / / / / 3 / / / / z / 3 TOTAL. # /4 /3 /"?J /"?J ?7 3:$ ,t;,4 Z"?J / / / / / / 3 .3 3 2'6 Z-5 13 z "TOTAL # /c ? 4 Z Z 2' #B Z.UM/NA/Rc Z Z Z 2 ,? 4 2 2 i? Z TOTAL #' B 2' ? 2' 2' Z 4 2' 2' Z Z --- ' z ~ ~~r¢--,-,7p=--o-~-~~e.-e-~-o-R-=----t---t---t---t---t---t-~3,--t-=3:---t-3-,---t-~l-t--~ \~~¢,!J~P~a=~~T<-~_~_r._~~R-~--+--+--+-~-+-~l-t-_l_-l~~l-t-_l--l ~~1-c-~~=,-....,....,,,--t--t---t--,-t---t---,-,--t---+--+---+-i '~~¢_8_P_~_6_T6=e_m=w~--+---+--+-l-+-3--<-3-+_3_+-->---<--+-~ \i ~ l-'<P~e_e_o._~_r6_e_rcJ._~ __ -+--3-+_3~+-3-+-3~~3-+_3~+--f--~--t---1 'J;:;: ~~r¢~~-c-a~~=e.~c=m~~~~f--_-+-_-+--_-+-~-+--_-t---+--~_-+-_--1 "T"OT.4,t. OL.c! /AITcR.<'t7#..Vc.1"r -/;? PA/R "'/~ TN/:STcP, 6H/ECP.1"ZJ tM.84£ ' . 0 ;?0 3 4 . • 40 d,O 4 z I I I I I I . /{?0 [jJ [I] 5 CONSTRUCTION NOTES RELOCATE EXISTING TYPE 170 CONTROLLER ASSEMBLY. REMOVE AND DISPOSE OF EXISTING FOUNDATION. REMOVE AND RELOCATE EXISTING SIGNAL AND/OR LIGHTING POLE AND APPURTENANCES. REMOVE AND DISPOSE OF EXISTING FOUNDATION. REMOVE AND SALVAGE TYPE 17-2-70 SIGNAL STANDARD AND APPURTENANCES. CONTRACTOR MAY REUSE I.I.S.N.S. IF.NEW MOUNTING HARDWARE IS PROVIDED. RELOCATE EXISTING 120/240 V SIGNAL AND LIGHTING SERVICE CABINET (TYPE III-B). INSTALL NEW CONDUIT AND CONDUCTORS THROUGHOUT EXCEPT WHERE NOTED OTHERWISE. MOUNT AT 17' /tYz,11 C I TO EX. P8 AT .SAN Ml6UEL., 12 PAIR #IS CA8/...E TO $AN M!GI.Je/... CONTROLLER FOR -/ INTER.CONNECT/ON. RESTORE ADVANCEO OE:TECT!ON FOR SAN M/6(.JEL SIGNAL AS ~ REQUIRED . RECORD DRAWINGS These Record Drawings (or Corrected Specifica:ions) have been prepared based ·on Information submitted, in pan, by others. While this information is believed to be reliable, the Architect/Engineer is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into this document as a result. Cuns1ruction contractor agrees that ·in ~~cordann· wnh ~t-nt-r.ill.\ ~cn•pti:-d ,·.,,1~1rut.:tu,n µrartite:., ron~truction ccintractor will be required 10 a:,;;;umt' :-;11lt-<ind n1mplt-1 i• rt".-.p1,n.-,1l ,11Lr_-. 1, ,r 0 <( 0 0::: jrih ;-,ii E-eonditions during the C'UUf.SE:' of construction of thP pro_iN'I. int ludtng :-.Hf t'ty ol all J-lt'f:-.Ulh CcJiforn10 Council and propeny; that this requirement shall he made to apply ('Onli!11Jolll°'b· und nut ht> limited tu norm~] working hour~. and cun»truction t·onrrartor further a~n·t'~ 10 de-fend. indemnify and hold ofOvU Engln~'1 dt:':sign µrofe.ssional harmle~:s from any and'all liahilily. real or alll·gt"tl. in ~-onnn·tion with tht" -,1&landSUN-1Z1JOU [H:•rfm·mance of work on this project. excepring-liahi!ity arbing fr11m I ht" i-.olt> nt>:,.:ligt·m·t' t ,f desi!{ll Df!lft'i-~iondl. ffe\~l Consulting Engineers a //. ·" # ,/ -./' .ek "e a,-..,. •«( RE. 31452 WILLL•AM. E. BENNE?:? «= _ l.!. ~ . .J;::,,..'--.L > ~ 37a2e 10-rz-i!>~ n.E, ____ _ GAROLD B, ADAMS DESIGNED BY_G_.~B_. ~A~. --• CHECKED 8Y_~W~-~E~. ~B~. _ DRAWN BY J. o'c. DATE • • 9-86 SCALE I"= 20' I I PASADENA (818) 792-3096 SAf•TAANA (114)Z'7t'-ff27 PALM SPRih, 3S (619) 320-42?0 FILE NO. 768.4 Dist, County Route 07 CJ.RA. 7!3 PROJECT ENGINEER Post MIios Total Project 0.:5 / /.0 Sheet No. // Total Sheets /? REGISTERED C,IVIL ENGINEER ND. ______ _ DATE APPROVED ---------------- I - TV-1-Tt'E) /i?' t'E) ZOt>W I-IP5 (",!") ¢8 e ( tJJ/cR.!AP e j.4RR&W- 4' N.T. s. SCALE: I"= 20' etlff) 7{eJ TV-1-Tt'E) ,;, (8) /Z' Cc) ~V-1-T{E) l1A6t'E) IZ'cE) IZ'(c) /Z'CE) ?OOW ll~('e) IZ' t'E) tle3/6, G:8.A. CONDUIT.RUN .!3_ /NTf:.RCO>INf?_CT ~· IM, !':! / I' RES-r()Rl= ,SANMIGUEi-DETECTION ~~ ~~ 1---+--!-"'=c.:...,:=c.....:c=c:..:.:==~=-==='-j--J T,Y'fie~.-V&/..VEE/4' 2/10/~7 G./3.4. POLE SCIIE/71/LE FfJfJTAlfJTES R.E. NO 2?2''74'!> DATC /), 1 1 ""Z, l9K/. ll/ll/J6 0.8.,f. FI/Tl/,R/1 .51</, EPISOI/ l"Ott: /.Oc.lT/fJ,V . APPROVED MACARTHUR BOULEVARD TRAFFIC SIGNAL SAN JOAQUIN HILLS MODIFICATION ROAD . DATE BY DESCRIPTION APP'D. DESIGNED DRAWN 1 G.B.A. J.0C. CITY OF NE\'\f PORT BEACH REVISIONS CHECKED DATE W.E.B. 9-86 PUBLIC WORKS DEPARTMENT SHEET I I OF 12 ' -----i~' ,, -\llf = Dist. County Route 07 73 PROJECT ENGINEER .. Post MIIH Total ProJec.t· CJ. 5 / 1.0 12 • REGISTERED CIVIL ENGINFER NO .• ---· __ ·-----·---·~-~-~-~ ---------------------------- 1•i=:~~~•=-i~-~=-~=~=---~--= .. ·~-=-=--~=-==_=;;-;=·=-'-'_=;;:; __ =--·-~==-=:==--_=_-~==-==-_==---=====-~===-==--==---==_=--_-·~=·_~-=--=-~=:==_=_=_=-=-_=--__ ---:==-·=:=--_--·-___ -=-=:-=-=--==-f=-=·_==~==-~•~=•= =======\='\~.~J~~~~-~:~:_,/-----~"",=,-,y,~.~=-,":~--•··;•--~.1=~=-;_~;-·~~~=~~•~;~;~:~:~:~=~-~-~-;-~-,---=--:==-========--=--=====-= __ =_-=-=-==~~=~-==:-==-===-====:==--~==_-=--~=-=--==--.==;==-=-~-=-=-===-===-=·=-=--·=---==--;===~~=-===~=--~===~=.:::====;·=~==:~=====~:=~~--===~_===:~~==~~.====-=~===--===_-___ ==-=--=-_-·:-==·=_·-:==.==--~-~c_=:-=--_--~---~---==:-:=~===--·~:=_=_==-=-===----==-_==_==-==-_=~===--====~---_.= ______ ---___ =·_-=·~~---_= __ =·~~--~-:~=-~=-=-;=~-t==-_;.::::=;=·~~=-;:=~:·=~:=·g=-=~::--i;~~;:;;~~!==g:=~\~;•=== __ :=·'=--=~==~=----=::...=;;:;==-::-=-:=~=-:-:_:-====-~=----=-=-~:-_-~-=--··=_·_--==.---. .::==.::==----=~~,==--==•======= DATE APPROVED ---------------- ~~-~~.~t[~t~~c~c~~~=c.=== ~-===ic= ===-==-==-====~~~ -!;~~~~•~~=-=-\-._- ________ =_ =---=--==-·=--==--==--======'========= -- 210 ..;_ ---------------------------------------------•-----------·· ------------------- SCALE• I" = 201 \ I\', Ill> \I) 10+00 Cun-;tn1c1inn contraclOr agrPes that in accnrdant·t-y.·ith gt-nt-r.-Jlh <H"n•pt .. d ,·,m,trULlt1>n µracun•s, construction contractor will be required to a:-.sumt' sollc' and n;mplt-11:• r.,. .... p:10.-.i\11111_, l11r joh .~it e cC1ndi1 ions during the course of construction of tht> projHt. inl hiding ,.,;if t-t~· o! a II µ,:r--.un-. and propeny; rhat this requirement .'>hall he made to apply {·oritirnrnu,.,ly :rnd nut lw limitt•d tu normtil working hours, and construction contractor rurther ag-n•I-' ... 1n th•fe-nrl. indt>mnify and hold df:":,ign professional harmlla"5:, from any and ·a1J lialiili1y, rt>al c,r allt•gt-d. in nin1wc1ion with tht:' pt'rformance of work on this project. ex1.:eµting liahility ari~in)! f rum I hP ~olP nt>g\igt·rn·t' 11f de:-ign pruft',.,:-iondl. --=====-== == ---- - ----= -==-== =------· ----------" ====--------====-----==------~------=====~=======---=====·=====---~----·===--=====·==---==-.----=========~~---=-=~===-=-=---=-==--=----=-=--=-·· =----==~=~.~~~=~=~-==----=~-_--------=~=---_-_-----~---=··-~=-=--~--~g~g§g~~~--=-.-===~== __ ==-==--===-- -~ ~I_IJl.llilln!~[~!-=--=_ -=_ -=-___ ==---==_ -=_-__ ==-= ==__= ===_= _=_=_=_=_=_ = __ ---~~ =-_-_ ==-·=----== ==_ -=--=-:~= == ___ =•--=--· =-====_-----=----== -=----==·==--====_ == __ =_"'_-._-=_-__ . ~~ ==---~=~--=--=-==========§§§§~~~-=--=·-==·===-===-----===--=-· ===~-----=====_-=--==- •\\.-<-c-===-='ec ==-•===~-== ~~~~~~~~•~~~~:~ -~ -__ =--_-·--:--_-= =_= _--·---·. -_·-.:: =·-=-=-··_··· == = =====~== _-_ =-_-_ =--======-===--==-=-_--==-=--------_---=-----=--=·· ==-~:-_ -__ -_ = ____ =_ =-=·=-=-"'----=----=-=-~--===' =--===--==--=--_-_-_ -_-_ f=: -~~-~-= ~ 10t50 CcJiforn10 Council of Clvll Englncqu &landSuN~J . _·_- -_' -- __ -_-_ -_---------····-----------------------------------------------------·--------------------------- - - -----------------·----. -------------------·----------·------------------------------------------··--------------------------------------------------· -·-----------------__ ,_ ------------------------------------- - ------------------------------,--------------- ' 11+00 llt50 12+00 ---.a,A!<SY'Rtt«:'7' CJVe',(?-6/Pl: P.e'AIN 7YP5 e ptfi',e CAt-T'RAN~ ~77?-H"-P8'7-A e'(n'PJ-, I -c--,'--rPRNl~#/.PI.A~C /4'/I~ RAP. Pe'te (J.tJ.E.MA, ,:s+rP. ,11,,. 80"? -------------------- - -·--------------------------------------- RECORD DRAWINGS These Record Drawings (or Corrected Specfflcarions) have bean prepared based on lnformaYon submittsd, In part, by others. Whi!G this ir.formation Is believed to be reliable, tho Aroh/WcllEnglnesr Is not responsible for its accuracy, nor for errors or omissions which may have ~n incorporated Into this document as a result. APPROVED: FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. CITY JS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ----------------· ' . ·-... APPROVED Theexisten:::n:Tl~c~~:~:~~~:su~d~~~~=u:d0 u~~.:~:~:~~c~ures shown ~~~/~onsulti!}Q Engineers. ::::::NNAA ~:1;)':~~;Z? <ilv£u2Jlit MAC ARTHUR BOULEVARD on !hese plans are obtained by a search of available 1eco1ds. To the best of J'.r./2~ e/( //,~ A E. 31452 0 I:. RECORP PRAWi/Va STORM DRAIN MODIFICATION our knowledge there are no existing utilities except those shown on this w~ ,BJ'N!;,.,_,ETT• i...\C ~ PALM SPRINGS (679)320-42'0 l&'/4),$? ti.BA. ~ PLAN AND PROFILE plan. The Contractor is required to take all precautionary measures to pro-_ "',I ,-., +-,>;-~ -1--lh )\1 ,R,::V/d.s' PtA!V,. P,eot<="l~o; DAT'" ee-1 2/ 14.W_ tee! the utilities shown, and any other lines or structures not shown on lhesc ~~:";=;=~;;;;_:~~~==::::w::..R. E. 37825 t"~"""~•u~~~LJL~,p,~~~'l!~li2,'.ie.~~~i1:,~z,~,;~;,~o.iw,i_~A~-A~~--l--~~====::~~====l------.:_----------------~ plans, and is responsible for the proteclion al, and any damage to these 1----G_A_Ro_L_D __ e_. _A_D_A_M_s..-____________ .;... _______ ~------------1 DESIGNED DRAWN lines or structurE:5. DESIGNED 6'( __ ,R.,,._,_K,_,.__ CHECKED BY_--=G..c.·=B-". A_.,_._ SCALE FILE NO. DATE BY DESCRIPTION APP'D. R. K. J_ o'c. J O'c _9 _ 86 1" = 20' 768. 4 REVISIONS cHEcKrn DATE JDRAWNBY • • DATE_ G.8.A. 9-86 CITY OF NE\~JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 12 OF 12 C C -I I i