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Home My WebLink AboutR_5583_S" 113660 :r '-' <( w <D -~ z 0 I-(!) z I-" ~ z ~ ~ " :r " • 0 lJ... 0 • 0 Q '-' ' ,0 .., CITY OF COSTA MESA VICTORIA . "' ;i n . .L • 19TH (\ ~ ·1 ll:'-""'-i~.A"¾ ' C' / "" / Q_ INDICATES :REA SHOWN ON LOCATION MAP VICINITY MAP ¼O¼½¼l GRAPHIC SCALE lN MILES C > Q ST SYMBOL LEGEND --0-POWER POLE 0 MANHOLE 'Cf FIRE HYDRANT □. METER BOX -,-@-VALVE C • E-POWER POLE ANCHOR I:), MONUMENT --x-x-FENCE . c,,,_, C,:_,; BLOCK WALL TREE SHRUBBERY ASPHALT PAVEMENT :;, .:r;::,;::r,,;, ;:c; "i5!2?"..£!o BRICK WALK I·· • • • •· ·I L.:_':::~.:.:j CONCRETE r, ;;J i::L,,..,,c-<L/2:2! BU IL DI NG BA I( E R -----EXISTING CONSTRUCTION NEW CONSTRUCT! ON ---i-CENTERLINE ----s-SEWER LINE -----w-WATER LINE ----(i- --€-- -TEL- -TV- -SP- GAS LINE POWER LINE TELEPHONE LINE CABLEVISION LINE SPRINKLER SYSTEM STREET LIGHT fWP01tr ,;-=='=-- B-4y {-f J, CIT # ·' • N CITY OF IRVINE U C , PROJECT Ii l NEW ~CATION f;Jii BE '•,,,, ti =-o,, ,o .. , \ 'i • • PACIFI VIEW.. MEM RIAl PAR IC RD. CJITY NEWPORT PUBLJIC WORKS ~LANS ◊ OF BEACH IDEPARTMENT • BISON PROJECT SITE -N MAP GENERAL,.,NOTES ·coNSTRuct10N NOTES 1- 2. 3. 4. 5. 6- 7. 8- 9. 10. 11. 12. ELEVATIONS SHOWN ARE IN FEET ABOVE U-S.C. & G.S. MEAN SEA LEVEL; O.C.S. DATUM. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THE REQUIREMENTS OF THE NEWPORT BEACH CONSTRUCTION STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1988 _EDITION AND SUPPLEMENTS. 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. 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. TRAFFIC CONTROL DURING CONSTRUCTION ALONG JAMBOREE ROAD SHALL BE IN ACCORDANCE WITH STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION MANUAL OF WARNING SIGNS,·LIGHTS, AND DEVICES FOR HIGHWAY WORK 7-109 OF THE STANDARD SPECIFICATIONS. CURB DATA REFERS TO FACE OF CURB. ALL EXPOSED.CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND WALKS·. 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. CUT AND FILL SLOPES SHALL BE NO STEEPER THAN TWO HORIZONTAL TO ONE VERTICAL. 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. . / 13. 14. 15. 16. 17. 18. 19. . 20. 21. 22. 23. 24. 25. 26. AREAS TO RECEIVE FitL SHALL BE PROPERLY PREPARED AND APPROVED BY THE CITY'S GRADING ENGINEERS OR THEIR REPRESENTATIVES AND SOILS ENGINEER PRIOR TO PLACING OF FILL. FILLS SHALL BE BENCHED WITH APPROVED MATERIAL AS PER DETAIL ON PLAN. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE. CITY GRADING ENGINEER PRIOR TO EXCAVATION. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS AND APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT A[)JOINING PROPERTIES DURING THE GRADING PROJECT. IN ALL CASES, THE CONTRACTOR AND/OR DEVELOPER SHALL BE HELD LIABLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. EXPORT· SOILS MUST GO TO A LEGAL DUMP OR TO A PERMITTED SITE APPROVED BY THE CITY'S GRADING ENGINEERS. 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. , THE CONTRACTOR SHALL OBTAIN ALL NECESSARY O.S.H.A. PERMITS. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE. ALL CONCRETE SHALL BE 560-C-3250. ALL UNDERGROUND WORK SHALL BE COMPLETE PRIOR TO PAVING OF STREETS AND DRIVEWAYS. A.C.P. WITH AD-LOAD ONE AND ONE HALF GREATER THAN REQUIRED FOR R.C.P. MAY BE USED FOR STORM DRAINS. THE CONTRACTORS SHALL REQUEST INSPECTION FROM PUBLIC WORKS 48 HOURS IN ADVANCE OF PERFORMING ANY WORK (644-3311). STORM DRAIN PIPE SHALL BE BEDDED PER CITY NEWPORT BEACH STANDARD DRAWING NO. 106-L. APPROVED ~~_,,t/ -"""~ '1s'88 /3.1, & lf,Y/Lk,,IE£) 48't:Cf' l'ee /J,ETl?IL ,:,,l.5/IT5 ~ l"R"r/Lc ,!J,</ s/l;rt,, ~.,,., CITY ENGINEER 0 0 0 '@ 0 G 0 0 @ @ SAWCUT, REMOVE AND DISPOSE ALL EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, A.C. PAVEMENT, A.C. BERM, A.C. BIKE TRAIL AND EARTHEN MATERIALS. PERFO!<M ALL EARTHWORK NECESSARY TO MAKE ROADWAY, CURB AND GUTTER AND SIDEWALK SUBGRADE. CONSTRUCT TYPE A-8"P.C.C. CURB AND GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. l82-L. CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER 6 INCHES OF CLEAN SAND. CONSTRUCT 4 INCH THICK A.C. SIBER\LK (l" A.C. OVER NATIVE GROUNa @ 9§°6 REL?tTIVE GOHPl£TIOH) . APPLY HEED KILLER ON SUBGR.'lBE. CONSTRUCT 6" A.C. OVER 22,,.'C.A.B. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. CONSTRUCT l4" A.C. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. RELOCATE EXISTING POWER POLE (TO BE DONE BY OTHERS). RELOCATE BY OTHERS. PROTECT EXISTING FENCE IN PLACE. CONSTRUCT CURB INLET TYPE OL-A WITH LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 305-L. CONSTRUCT l8" R.C.P. STORM DRAIN PER PROFILE HEREON AND CONSTRUCT CONCRETE PIPE SLOPE ANCHORS PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 314-L. CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3A. CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER DETAIL ON SHEET 3A. CONSTRUCT 18" R.C.P. PER PROFILE HEREON AND PER BEDDING DETAIL ON SHEET 3. i Oc.Tt/1/. ON SIIT 5 48" R.C.P. PER PROFILE HEREONVAND PER BEDDING SHEET 3. CONSTRUCT DETAIL ON CONSTRUCT MANHOLE NO. 2 PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 307-L. CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 3l3-L.•· NOTICE @ @ @ @ (§ @ @ CONSTRUCT CURB ACCESS RAMP, CASE C, PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 181-L-A. WALL CONSTRUCT RETAINING WALL PER PROFILE ON SHEET 5 AND'DETAILS ON SHEET 3x E ,f'ELOCATIOAI lJ£TAIL iW S!IT 7. I CONSTRUCT 6 FOOT HIGH CHAIN LINK FENCE PER DETAIL ON SHEET ~A. I ADJUST MANHOLE TO GRADE (TO BE DONE BY OTHERS). CONSTRUCT CURB INLET PER DETAIL ON SHEET 3A. CONSTRUCT P.C.C. SWALE PER DETAIL ON SHEET 3. NOT USED. RELOCATE STREET BARRICADE AND INSTALL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 900-L. GRIND EXISTING A.C. AND REPLACE WITH 2" MIN. A.C. OVERLAY PER DETAIL ON SHEET 3. INDEX SHEETS • SHEET DESCRIPTION 1 Title Sheet ,. I 2 Typical ~actions 3 -3A Details 4 -7 Roadway Plan and Profile 8 -9 Signing and striping lO Traffic Signal Modification . 11 -l2 Traffic Control Plans 13 street Lighting Pl!n crrv OIF NIEW~OR"ii ISIEACM THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED--,,,:~;:::;.::~'/-'='..---2.,,..,C..,,~--'-u_·~t,,.,~/-· __ _ CITY ENGINEER 9/z1/B8 DATE PRIVATE ENGINEER'S NOTICE TO CONTRACTOR EMERGENCY TELEPHONE NU~ABERS ~ \_~S'l~ ·oATE BY DESCRIPTION APP'D. B.T. J.J.T. Cunslructmn C"Ontrartor agrees that in aC"rordam·t-\I.1th J!t-nt·rnll:-lHTt·ptt-tl ,,m-.1ruc.:11<,n prnc-lires. ronstrurtion contrarlur will hP required lo assumt' !',Olt-~nd ,·omplt'I t-ft':-.pun:-.1lnht:-for joh silt> t·nnd11ions during the C'ourst-of consm.H"tmn of d1r prujn1. 1111 ludmi: saft>ly of all pt'r!',un-. and proprn:-·. 1ha1 1hi!-requirement shall he m1:1dt-lo 1:11,ply ("ontim1ou~b 1111d nut bt> hmitt>d lu normal \\·or kin~ hours, and tonstrm:tion rontrartor further ai::n•t>:-. to clt·frnd. mdt-mnif :-· and hold df'!'>i.=n professional harmif',~ ~:-or!'! any and ·a1J liahili1y. rt'1:11 or Elllt•gt-d. iu 1.·imnt•rlmn wilh tht' pt>rformance of work or, thi!-. project, excepting liability ari},in~ from tht> !-,1,lt nt>i:lit:l'Ot't' of dei.ign proft'h~mnul Coliforrna COU'1C1 o/Ovll En9ln¢eu & I.Qnd Surwyor, CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMEN- SIONS ANO SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COM- MENCEMENT OF WORK. The exislence and localron al any underground u1ilities o, structures shown on these plans are obtained by a search of available record::.. To the besl of :ou, knowledge lhere are no existing utilities except those shown on this :plan The Contraclor is required lo take all prtcaut1omuy measure~ to pru•· lect the ut1J1l1es shown, and any other lines or structures not shown on lhe&f> plans, D".d is respons1ldf; lor the proteclion of, and any damage• to these AGENCY SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFIC TELEPHONE COMPANY CITY OF NEWPORT BEACH (PUBLIC UTILITIES) COUNTY SANITATION DISTRICTS COMCAST CABLEVISION COMMUNITY CABLE,VISI0N u·NDERGR0UND SERVICE ALERT NUMBER 634-0251 895-0221 611 644-3011 962-2411 ~ Elrp, 12-31 ~ Cnll Ul1Cf.'l'1,,\\~ -• 542-6222 after 6:00 542-3975 720-4040 1-800-422-4133 REVISIONS CHECKED DATE R.K. 4/88 BASIS. OF BEARINGS BENCHMARK o.c.s. BENCHMARK 3N-38-7.0 ABOUT 0.45 OF A MILE ALONG JAMBOREE ROAD, 'FROM THE •INTERSECTION OF THE PACIFIC COAST HIGHWAY, TO THE BEGINNING OF A CURVE GOING NORTHEAST; 18.5 FEET NORTHEAST OF THE CENTERLINE MONUMENT, WHICH IS A BRASS CAP, SET IN A CAPPED WELL, IN THE CENTER OF THE MEDIAN, 7 FEET NORTHERWEST OF THE. THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF JAMBOREE ROAD SHOWN AS N34"42'02"E ON A MAP FILED IN BOOK 152, PAGE 18 OF PARCEL MAPS, OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA. CENTER OF THE MEDIAN, SET IN THE TOP OF THE NORTHEAST CORNER , ,9F A 4 .BY 4.5 FOOT CONCRETE CATCH BASIN, 0.4 OF A FOOT .HIGHER THAN THE GUTTER. ELEV.: 48.897 ADJ.: 1976 .. . ~~l Consulting Engineers 31452 • ~I " d .// ~4---~#,.Uil.--'C{.:_~b=J...~~~~~~~-:_ ___ RE \~ME. NNETT ~ • ·----- DESIGNED BY B. T. DRAWN BY J.J. T. CHECKED BY __ _,R"".Ke,. __ DATE ll/88 SCALE N.T. S. SANTA ANA (71< I 250-552$ FILE NO. 768.009 .lmes __ or suucturt~ , • JAMBOREE ROAD TITLE SHEET CITY OF NE\'JP0RT BEACH R-5S83-S PUBLIC WORKS DEPARTMENT SHT. I OF 13 ---- ~ ~ -g ~ 0 ~ Q ~ C,J - " , ?. ·-g ~ C ~ [ 0 ' , 5 C > s w 0 2 .n n > !;; D ~ > ~ c; z :r:-0 r 0 " 0 m 0 0 a ~ 0 ~ n 0 ~ ~ 0 ~ < _;;; 0 " z ~ 0 0 ~ s co > < " z '" n " C ~ 0 " z ' (, ··~ ~ ,; z I 0 5 " 0 m 0 0 0 ~ 0 ~ rn 0 " '" 0 9 < z D C Z• s fi z 0 ' s " ~ $ OJ m JJ ~jj ':Po ~~ ~ 1\-i i¥i ¼z 'C lt) ~ OJ m JJ CJ :JJ ~ z Gl z C < OJ m :0 ' 0 :0 ~ z (j) z C ~ ~ ' <;) 2 /2' 2% qi ~~ 1,· .. •• ... MIR/Es !If £%/ST/NG ARCIIEtJL()G/CAL SIT6 \'v'v y , ---- t' ~ ~ ~ i(l ~ ~ 12' 1.2' :i:, \\i I STA. 37+07 TO STA. 38 +25 N.T.S. YARIES 11' 67.2J. 387'.?6 TtJ 6.?'A. 5'6'7'50 '57A 3.5'.,L5"C) Tc> 5;,;,q_ 4.5'rc>() STA 4~+Z5 TO STA. 43+00 STA. 38+25 TO STA. 43+00 N.T.S. !>w' IZ' 14' @ STA. 43ttJCJ TO STA. 43,75 STA. 43+00 TO STA. 45+07.03 N.T.S. Con,;1ruction contractor agrt-t~ that in accordant·£-.•.-1th t,'.Nlt-tl!II_\ ~·(·n•plt·d ,-.,n-.truu 1.,1; ,-- ~r'a~a·t-s. nm~truction_ contractor •.vill he rt-quired (o a ... sumt" ~olt" l'rnd \·omplt"h· ft".-.pim,-,d1ihn f.,r Joh :-Jlt-nind1tions during the rouri,t of romaructwn of tht' .. prnjf-t•t. in1 !udi11g .... i-if Pty of ttll µn!sun~ and propen~·; that this rt-quirement !>.hall hr mtidt to liJlply <·ontirnw11,-I_\ und nnt ht" limi11:d tu California (OU()(i! norrru!l working hour!!, and cuma111c11un rnntrnrtor fun lwr agrp..-,. 10 <l.-h-nrl. indt-mnifv and hold ofOvll Englnttu dt-!il~ prof es.sicmal harmle~,:,, from any and ·al] lialiili1.,.._ n-11I ur 'all1:gt-d; iu ,:onnn1 io~1 with 1 h1: & land SuN-eyou flt-rf orm;rnct' of ""·urk on this pruje cl, ex,·e Jll in~ foi bili1 ~· Hri:.inl! from t ht' i-n It-nq.: lij:!t:nc..-1 ,f design pn,fh,:,,l<lnttl ---• • - DIETERICH POST REORDER NO. 113013 ' e JAMBtJREE RI? E/1.l'T//----< SWALE "' ~E.e DET/l/L { 51/EET 3A- £ E,/7ST//IIG ARCIIE(JLtJG/CAL SITE ' e JAMBOREE RP. 8' E J.4M80REE RP. 2' ~ "' I /tl' 3 : •• • •• _ • •• _ : If_. •• ;. • /.2' /.2' /{J' --- ----- 14' .--- ' (Jl,4R!E5) ---:::I ----I ------I _.J ------ STA. 48•/«J TO STA. 49tOCJ STA. 41,,t/?5 Tt:J STA. 4t,,, 75 STA. 4B •75 1l> STA. 4!J•Oo Sr/I. 48 ,1,,5 llJ Slll. 4!! too ' ~ STA. 45+07.03 TO STA. 49+00 J//Mt!tJREE RC! N.T.S. 1e' 14' 0 6,,-;,t. -;'9 rc7tJ 7t:J S;,;:4. 5.?rc7CJ @ S?71. ~,"CJ() 7,:7 STA. :53-rOO @ STA. 4::J t-C)O 7,:7 ST.4. 50t75 "' 5TA. 4iJ -I-on TO 6T,4. 5.3-ron E STA. 49+00 TO STA. 53+00 N.T.S. .JAMBOREE RP. //AR/.iS 8' ,--- 1 (YAKIES) ---:::l ~---, ----------I ~-----,::: ::::--- STA. 53+00 TO STA. 54+50 N.T.S. e JAMBOREE RP £/"/ST. r.5. E.Y/5T. F..5. .2' 2' SIST, r5. ASL Consulting Engineers SCALE /(J, y,4R/E5 ~ Uc--------- //AR/ES ,- (f/,4RIE7) __ , ~::::--1 ---------I -::::::::---_J ------------- ' 'I: STA. 54+50 TO STA. 56+65 N.T.S. J,IMBt?REE RO. 78' MEP/.,/,\1 //AR/ES r-- (y,4£/!f5) :::II ~-----I ------2% z ----I -------.·-.·.,-..... , .... ·---_ _j 5 /CJ' ► --------- STA. 56+65 TO STA. 63+45.62 N.T.S. MR/ES VARIES //AR/£5 I i J,4M80REE RP M£PIAN //ARIES ,--- (f/ARli'::-d ~-- - I ------------- - I ---'.•.A·.·. • :4.·: .'.'.4,"; ,h --,.J -. ---------- 6 ' ~ STA. 63+45 TO SAN JOAQUIN HILLS RD. JAM8(JREE"RP N.T.S. PASADEN.ti. ;-818) 792-3096 SANTA ANA (714)250-5525 PALM SPRINGS (619) 320-4220 DATE BY DESCRIPTION ~~~RD -'}'~ ~ i ll!J, S1~2 I ~-12-31-00 c,~ APP'D. DESIGNEDBY_~B-~T~---CHECKEDBY __ ~R~.K~-~- DRAWN BY J.J.T. DATE 5/88 AS SHOWN FILE NO 768. 009 REVISIONS CONSTRUCTION NOTES ,, CONSTRUCT TYPE A-8 P.C.C. CURB AND GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO, 182-L. CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER 6 INCHES OF CLEAN SAND. CONSTR.YGT 4 INGII 1±'HICK A,C, SIDEWAf.K (4 11 A.G. OVER NA'l?IVE GROU!ID @ 9Si RELl,'l?IVE COUPAC'PIOlf) . APPLY HEED KILLER OH SUDGR-..:DE. CONSTRUCT 6" A.C. OVER 22" C.A.B. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. CONSTRUCT 14" A.C. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. PROTECT EXISTING FENCE IN PLACE. GRIND EXISTING A.C. AND REPLACE WITH 2 11 MIN. A.C. OVERLAY PER DETAIL ON SHEET 3. 12· nn f7 n • ' I I L.,.-..____ .. ~ L..) i_s CITY (Q)f INJIEWIP'O~u IBIEACC,.U THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDAflDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. , APPROVED (:c,/z·l,c;{/}2__-· CITY ENGINEER JAMS-OREE ROAD TYPICAL SECTIONS CITY OF NE\AJPORT BEACH PUBLIC WORKS DEPARTMENT R-S.5"-5'3-S SHEET 2 OF J3 C C ~ [D ITT JJ " ,-------, > z ~ < " ,. 0 0 R 0 ~ z C ~ ~ 0 " " 2 ~ n > ~ g 7 "'~-----' 0 JJ ~ z G) z C ~ [D ITT JJ \ __ ___} c i:; z I □ 0 r □ JJ n □ ~ ~ " □ ~ ~ z 0 G) z z C 'jj ~ ,; ~ ' c,- NOTES 10' l--+-6" All edgH lo be tri'"med srnooth e "' 611w.611 -W 1.4 x W 1.4 W.W.M. ', 1. Concrete shall hfn'o a minimum ultimate comprc=fvo stren~ ot 28 days af 4!500 p.s i. Concrete may be pneumatfcolly placed and shall conform to Sectton 2621 of tno Unif0ffll . Building Code, 2. ReinforclnQ !hall be s"x 611•Wl.4x Wl.4 welded wlro me1h (W.WM.l or opprov,d oquol. 3. Ground shall be pre-wetted to tho catlsfactlon of the 81.1ild1ng Official Cir Engineer pt"ior ·to placement of concrete. Molature Ion r'etardont choll be uud when required by the Building or•·icial er Engineer. 4, ~f'ele er concrete bled!. di'ltl'ter {splash I wall ta be CO'nlff'Ucted os shown en plans .. . , . 5. A minimum caver of I ~2" is required aver all reinforcing bars. P. C.C. SWALE DETAIL 18" O.C.---...__ 2 N.T.S. 10' .. . . . . . . _. . L.• • I • • • . . . -- All edges to ba trimma,;t smooth 1 ' e c<) /Jore: A MIM/AAUIJI CDI/Ef. OF I Jz. • IS K'E&t/lRED OVE£ ALL Pt:1AIFORCIU6 BARS. 6°x6" -W 1.4 x '# 1.4 W.W.M. DIVERTER (SPLASH) WALL DETAIL N.T.S. /2' Pli'.oP. ~--i.,~ L-1(___----7 51DE.W ALii'. (5££ £Ow-/ PUii.JS) I I PROP. cu l?B .!\,:,,urre.e.. l5E£. RDW~ PLA>.l5) ?.f'o?. l?MENIA'I S.ECT/0,/ {SEE .<'DA'OWA'I f'L/IJ/5) 56' 12' 14' B' VA.e1ABLE GR1UD rr-- ~YIST. /; S. 11 -1' --I ----I il EXIST. f5. AT BOTTDM OF C::i2.lll0. CDllT£ACTDe. 51-t-ALL TAC.~ C.DAi . WITH 55-111 EMULSI· flED ASPHALT. Pli'.ID 1D PLACEMEUT DI= A .C. OVE TZ.LAY. EXIST. , ME.D1AJ/ 8. GRIND Si 2 11 OVERLAY N.T.S. I===------------------------- Construction contractor agrt'tS that in aCC'ordan,·r ,,,:uh l!t-nt'tHll_\, li~Ti.•111rd <'11n-.1ru1.·i1un 'µranin·~. nmi-lruction contractor will he rt-quired 10 a~~umf;' suit-ttnd 1·omplt"1t· ft'i-p11n~il11h1\-f11r joh ,.;i1t-t'(1nd11ions during-the c-Our:.t-of construction uf t ht-prujt-1·1, inl"ludi111,; :-.af t'ty uf li.ll per~u11~ and prupeny: !hat this requirement shall he m.idt-to apply c-ominunu:,:1_,. und not ht' limited to norrru1l workin~ hour~. and cunsu uctwn cont rar1nr f ur1 hn ili::rN·:-10 dt-ll"nrl. indt-mnif\' and hold de~~ professional harm]e-$.:-from any and·alJ liahility. rt-1::11 ur 'a.llt·i.:t-d; in nmm•ctio~1 with tht- pt-rfurmanct of work on thi~ projnt, ext·t-pl in~ liahili1 y t1ri:-.ini:: frum I ht' ,..ult-nt-i.:lit:"t'nt't' 11f desip1 ·pruft'!'i:.ion11I. DIETERICH POST REORDER NO. 113013 California Covnd ofOvllEngln~u &landSurvcyou l. 2. 3. ., 11 : i I 4. GENERAL NOTES ALL SOILS USED FOR BACKFILL SHALL BE APPROVED PRIOR TO PLACEMENT BY THE SOILS ENGINEER IN THE FIELD. DIMENSIONS IN CUT & FILL ZONES SHOWN ABOVE ARE A MINIMUM. OVEREXCAVATION MAY BE REQUIRED TO REACH SUITABLE MATERIAL (AS DIRECTED BY THE SOILS ENGINEER). ALL FILL PLACEMENT SHALL BE MADE IN 8" LIFTS (MAXIMUM). THE CONTRACTORS ATTENTION IS DIRECTED TO THE SOILS REPORT IN THE PROJECT SPECIFICATIONS FOR FURTHER DETAILS AND INFORMATION. PR-"'P0~.0 S7Rotc'7".YRAC. Sc~ 77?',;V ---- ,""'A?'cJPOSAC. ?-'/ F/.tC. $.t?'r'E - i FILL PAY LIMITS Oown drain NOTES: I. Concn,te sholl have a min Concrete may ~ pneumatica 2. Roinforcin,; shall bo 6"• 6" 3. Ground shall be ;in-wetted t conaeto. Moi1ture 1011 rotordo r•s ~,,.,. / 11 I i-=-'-j /':;/;../,-/.,, ,~,___,__ c,1'/ST. TcZEPh'O..VE I 1 4 1 MIN. (TYP.) ,,_ TO 8E PROTECTEO =· l,V PLACE ~ THIS OE.PT# IS A'/2>9P-"A"IMA7c 15' ~Ly ANO IS S.YQ✓eer ,,....,,, MIN. ,f C48LE T// OL/CT i .1~~1""··~-i~I C'n"'AIVt?E llf/ rh'c r/eeo AS / I '. I I . 1 i;--.OE7"c.R,<?/A/eo clY T#c S0/~S c.A/9/rVcFR • 1 /./ 1 ?' NIAi. A'EY PEP.771 61116 11 -. Wl.4:t'lll.4 W,W.M. 3" SECTION ultimate.compressive ·1:~t 2.8 day• of ~00_~.s.f. _ oeed and shall cont o Section ~~I of tho Uniform Buildinq Code. .4 x 'ti 1.4 w•lde mHh (W.W.M.) or appf'oved equal. tho 6uidil9 Official or Engineer prior to placement ::rr hH requln11d by the Buildin,; Official ~r Engineer. I I D EMBANKMENT CAP, /7,PT//JA/AL '~ LEGEND !2ZI--SCARIFY EXPOSED SURFACE TO A DEPTH OF 12" AND COMPACT TO 90% RELATIVE COMPACTION. [Ill-EXCAVATE AND STOCKPILE OR HAUL OFF-SITE (AS DETERMINED BY THE SOILS ENGINEER). D---~ACKFILL TO 90% RELATIVE COMPACTION. FILL DETAILS N.T. S. I/Jr Ii MIN. II S" ·n-uci< P.c.c.. SWALE PEI!.. OE.1"AIL 1-lERE.O/J (CDIJST-A/on,,@) (p"K.l,,00 WI. ,f.x W/.4 l<I.W.M. -----@BARS N.T. S. l'.ZZJ--F/C.L. PAV ,P,:1/AA/7/T/e'5 A5 RcFcff~Tc.0 /,V c-,:,,,v7A?AC'T 8/.0 S~h'ELJvC.E EX. P.S,), PROP0$t: ,CJ 57£L/C7V,RAL ,{ I I .st:CT/tJ,Y -11 CUT· PAY LIMITS N.T.S. [IJJJ-cur PAY t?tlANTIT/6$ Af; REl'"Le"C7EO IN CONTRACT 8/,CJ SCl/et?L/lc PROPaSE/? 2.·/ CUT SLtJff' TABLE OF REINFORCING; STEEL AND DIMENSIONS H ;J'-O'' 4 1-0 11 :5'-0/I 6 1-0 11 7 1-0 11 ,B '-0/1 H1 ?'-OIi 4 1-0 1/ 5'-0 1/ . ;J'-4" 4-0// 4'-0' H2 21-B// ;fl-01/ }''-tJII w ;5'-211 4 1-0 11 4'-10 11 5 1-.;,11 G 1-bf1 7 1-10' WT . B" 8" 8" c311 8" 8" We E// c3,11 B// /2// /[L'.". I .;,1/ T /1-0// l'-0// l'-011 /1-0'/ //-01/ /1-0 11 Kw /'-C}// /1-CJII I'-CJI/ /'-OIi /1-0// Ko 6// 6'/ /1-0 1/ /1-6 11 :z.c..ol/ . LL~ :2'-/0II :2'-011 ? ✓-011 :;ZI-~/ :z::../011 _? /__/CJII A #4@2411 /14@/(;/1 #4@/t;! #4@/t;f' #4@16' B #4@24'1#4@2411 #5"@/g' #.!i@I~' #6@/{/' #6@1£; C #4@/t/1 D ;!'4' @,;01#4@~' D 2-#,ft'tJHT.~ ~ Q (:,40. 650 680 770 7601 (;.80 ••• DOWN DRAIN O.C.E.M.A. STANDARD PLAN NO. 1321 N.T.S. Ula ~ ... II. Z-#.f t'v'NT. * ICU. FT. PF Ca{R.5c ~R-!YEL PER LIN. rT. ,?.r UIALL_ 12" In Yortlcat ~ 0 D " ... " * ...... @IURr- ~ :,-: ,,,~ ';j. ASl Consulting Engineers ""w~\'l, .,,,.,'ftt:'a'Mf'--;cE-c. i~E°"N"'N.fE(L'"T~==~,.,@f= ____ A. E·--3~'~•5~2~- DESIGNED BY B.T. DRAWN BY J.J.T. CHECKEOBY ___ R_._K_. __ DATE 5/88 SCALE- AS SHOWN .--PLACc 3'' PVC (scH 40) 1,, I:\; @ ID' O.C. (SloP£ /% TI1WIIRDS Ii:) ~\l -~--~i...: £LEV. I~)/ /2.'' 1. 2. GENERAL NOTES CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2,000 PSI@ 28 _DAYS. MASONRY SHALL BE LIGHT WEIGHT CONCRETE BLOCK UNITS, SOLID GROUTED . 3. REINFORCING STEEL SHALL CONFORM TO ASTM :A-615, GRADE 40. 4 SEE WALL PROFILE ON SHEET . lli-~-2--+ al * UIIIERE fllr.t,tlg //SE #-1@2'4" (7. t:'. . ~ ~! n n ' ' I I !7 n RETAINING PASADENA \818) 792-3096 SANTA ANA (714)250-5525 PALM SPRINGS (619) 320-4220 FILE NO. 768. 009 WALL DETAI N.T.S. DATE BY Rl!LOC,1/rED ReT. Wl?LL, f't!.t!. SIIIIILE, ✓t'/1//Jd LIAIK r"£f/C.!E Pi€£ .OEr/?IL. OIi SJff 7. t?YrLET &CT. RcO.<'J/Jt/AI 7Z> .<'cMEDY 0.<'/11'77,</G z ER.eo.e ~ R€FLc:cr (),(/G/,11/ll HMIZ. COA/f'R/JL ,P,T. • DESCRIPTION APP"D, REVISIONS I --' 0 -·\' • ' ' I i lJ j v I I u LS CITY OF NIEWIPORT IBIEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS ANO REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED~a~--"-·-'-2-'ccJ._"-'-uaz.:;_1=1=-• __ _ CITY ENGINEER ')/zz/m ' DATE JAMBOREE ROAD DETAILS CITY OF tJE\AJPORT BEACH PUBLIC WORKS DEPARTMENT R-SS83-S SHEET 3 OF J 3 I . I C I I ,, 0 r t 6 r 0 n 0 -:1 Q 2: 6 z ~ ;: r-: n > C g z > s: z 6 5 " n 8 0 =., ::i -p 25 ::J ::.J ~ ~ Z 0 ~ 2. Ll " C D ~ ~ s z F n > ~ 0 0 ·------ ! C,i () "ti '- ('I) ) OJ m JJ \\~ I~ ~~z ~G) li\J z ,c vi fu m JJ 0 JJ ~ z G) z C < OJ m .J.J z ;,~---~ • I • . / I ' u > z -6 0 5 JJ ~ n ~ 0 D □ 0 ~ ~ □ 0 ~ ~ z z 6 G) C z 7 a z " □ C □ " 'a < C c, -~ s ~ ~ C<mtrucl P.C.C. Cutoff Woll X "'L-,_ _-_--: __ ::::_::-: __ :-;::_~;;:; X -r-+-,J 1.. •. ·-~➔+---0.. m ------- PLAN T<J09UO end on nbt toctlon. Groovo end en outlet =tlal. C ll w END VIEW aC d!mori,lon 1hall bt "'dffirod by roonufocturu and ..in t» paid for a1 tho pr lea po.t for conem a MINIMUM DIMENSIONS A 8 Cn D E Limit of peymont for pipe-j SECTION X-X PRECAST CONCRETE FLARED END SECTION TYPE A Con1truc1 P'CC Culofl Wall y l w • ,----------- PLAN END VIEW DC dimension shall bt OI dotlrod by monutoc,urer Tor,goo end on lnbt IIOC!lon G,oo-,o aid en ouO~ M!CIK:ln. and tll'ih ~ pakl fo, at th.o price paid fat concrete p1pt ca D IAINIMUl.4 OIIAENSIDNS ~ A B ca D E Slopa 4• I'¼" 1·-10· 2·-0- '" ' ,. _,. ,r.n Limit ol poyrn."fll for plpo ~ 24 9~ 2 ... ·G" 41-0" ~ 0 -30 I· 3· 4•5 .. -.o--.!! :as" 1•-3• 3¼" ·2" 6'-o" -n~ ... ,, •3 ~ .. 15 48 2"•0 41<-G•O-•• .. N 54 2'·3" 4''1o" 5'-G• 6'•U)'" SECTION Y-Y PRECAST CONCRETE FLARED END SECTION TYPE 8 NOTE: HAS THE OPTION OF USING EITHER lope ~ 0 --0 - N CONTRACTOR TYPE A OR B "PRECAST CONCRETE FLARED END SECTION." PREC·AST CONCRETE FLARED END SECTION CAL TRANS STANDARD PLAN NO. D 94 N.T.S B•oco lo~• ,omo,o• 011<, •~ ""'""'"' o,oto ~,t• '"" rO<l "'"' ~• ""' •• on .,1•••••• 10• O,•goaoi •••« ., .. ,, ,_, • .,,,,,.c1,,..,, co"'plOlld onlt .. """''"'" '""<"• o, 101 E.-..,nu, mo ANOCQRNER POST ASSEMBLY z·-6· to, 1.,.,, "" "'"" ,o· "'"' ,•.o• ••• t,b,:c 60" ••• °'"' OTuER tilGMWAlS FREEWAYS J:!Ql[_t OrlHI to•• .?'·O" ot mo,,w,,,.a1 •oc0!,001. T.~~~u;~•• ~~,;•,.•~1 :::, 'f, :;-:, 11':::, 2 d loo~ FENCE LOCATION ,,,;;;::::.:~-:::::,.,i;;·~~;,'.'."" :::t::.•.7::.,lwl•;: :~; :~"'• """' "°'"°',ooo· .... , lnt,.,olO b•octO on,"-'"";,,••••"""''°"' <•co•I lhot IM O,oc.•1 oal llwH•"1 .,.., Ct om,,,,o •••••••loo,,,,, T,p• CL-4 ••e" lob,>e: 2 ·6" lo, In .. c 1.,,, • ..., 60. h"lh , 0·10,!ob,c60·••••••• T1PtCL-6•rz•1~ ''"""'" .. ·•·'""''"' T'l'PICAL FABRIC MOUNTING OElAILS TYPICAL MEMBER 0IMENSIONS !Su Notn) LINE POSTS E~.LATCH 8.COAN(A POSTS BRACES :r1i~\ ROUND I' ROLL F!OUNO ROLL FORt.lEO ROUND " ROLL fORMEO 1101 " rnflt.lEO (IOl 7 11 0) ..... , -~ •"i••'\-i •'ii •• ~ .. ,. l\>,", ,1,; I 2· • i"l; ,., .. 1\>,",1,;. ,•,;, .~.·1,1,.-. ,1>; _!.!.!L._ 0;._I' 2•,;·, 2·1 •·. 1•,; l!t," ,',;, J',;I t\>;, z\• 1~.· ,•,;.,•,;. ,'r,;, ,t.-J 1•1.-,1'1; NOTES Tho obcvt lablt 1M•1 uomplu of post end b,ou ioctoon1 wh1c:h mo, comply •1th !ht Sptcol>cohonl 2 StclOono oho■n In lht tobl., ,,,...,t c,I~ comply w<!h lhl 1Tr1n9lh <t<ll/lfl"'lft!I oad oth~r p,o,i1ion1 of tho Sp1clllcot,on1 l Othor 11ct.,,n, whoCh ccmpl, wllh tho 1!ron9th ,OQuntmtn!I Oftd olht P""'''""'' ot tht Spoc,rocotlons ""'J l>t uud on c,ppro,ol of tho Eagln■t< 6 FOOT HIGH CHAIN LINK FENCE CALTRANS STANDARD PLAN NO. FIO N.T.S. .. GATE POST """ CATE NOt.l!NAL WEICHT HEIGHT WIOTtiS ,.o. Pf~ FOOT U!> lhtu6' 2 !/z• 4.9~ o,er6"1hru12' .. I0.7'91 6"-0"g,,d o,1,1z·1h,ulff ,· "" 14,62 o.,, 18"10 ,. 24• Mo, 18.97 Up lhru I' ,· 1,,e on, °"'' 6°thru 12· ,· 146.? ,. Oveo 12',n,1118' .. 18 '111 • o .. ,16"b 24' t.10, .. 29 j, NOTE, Abo,. poll dur-.nsion1 aid -1,,,t,t1 a•• minlnuna. Largtt ,;zn m<71 ~'"'"' C>/1 appfOwl cl f;ngin __ ~TUI o, CALIFOAIIIA DEl'Ul"Elfl" Of T"ANSl'OATATJON CHAIN LINK FENCE DETAIL 20 [on,aructinn C'Ontrector agrt<ts that in ec-c-ordancE-..,.11 h l,!t-nt-u1ll_, t:11·,·i•ptrcl 1 .. n .. truL·l111n µreMil't'S. t·uni.lrurtion rontrec-tor u:ill hr n·quirt>d 10 essumt" 1mlt-irnd n1mplt"lt• rt"sp1an,-1hl111_\ fur joh i-ilt-c·nndnions durin~ lht C'our:-t-uf C'onstruc-tion of tht-pro.int. ind11di111,: ,..Hf t-1y oJ ttll pnsun:- and prupen~·: 1ha1 this rtquiri:>ment shall ht> madt-lo tipply ,·un1inu11u:-I) 1111d no\ ht" limited lu normal wurkinl! hour.s, and cons1ruc11011 rontnirtnr furihrr ap:rt-t':-Ill dt-lPnrl. indt-mnif)· und hold dt-~~ proJei,;sinnal harmlf'f.t-from any and ·a1J liehili1y. rt-al 11r 111lt-~t-<1; ifl nmn,•c·1ion with lht' p~riormanct-of M.·urk on this projl:'l"t, exn·prin~ liahilitr ari:-in~ f n,m t ht' ~ult" nt·l!li~~nn· 1,f dt-sign prufr,,sinn.ttl. Coliforrno Council ofCMI Englne?q;c, &londSurwyou DIETERICH POST REORDER NO. 113013 13 : ·-;;~t :/!~iJ: Op IZ1 44-' PLAN / EXISTING GROUND I ,SURFACE ' ") ELEVATION NOTE: o,0 -MINIMUM AVERAGE StZ.E OF STONE, i?.15 FT X RIP RAP S//1.Ll LINE EY!STl/lt; EARTII CIIA#l'IEL RIP RAP ENERGY DISSIPAiOR DETAIL N.T.S. 12 DETAIL OF DOWEL -o_,..,ng 3' m A 6 ~ i:.: ' ~ ~ "' ' ~ !.<'i "i . • ' ' ~ 1:1! ' 1 I I DETAIL B NOTES • ' CAICII BA~I:1 I(). 9 Wltll LOCAi. D[PRESSIOII 1(). t. CA~[ A t!liHSS 01/llllWl~t llOTIO O;l llrt tt~tlAL ,u.JI l. C0~'1LU~~ P!P(S: r1rr riAY Bt 0~ A'l1 ALl~:e•UT ARO\r<IO 111[ 1m.lS Cf TH{ ~M~ B-ISl:1 Clt>l1J[" AS W'.Jl(I 0~ 111[ t[IICIUI. ,U..1. Plr[ Sl!AlL H 1a11V1Co TO Toi[ fl:IJ.l SILi.Pt AkD l[l,~JH elfilRt TIit PLAC[~(MT or CO:IC~[Tt, J. c;•,c~rn, C[SIG/1. ,,·•]'.)tlO P11 (~IPRUI¥( STUl!GU '1 =~·r,,,n. fLO.)~ er TIil a•s111 S"All SL-'N fll(JM ~\\ W~\LS 10 TIit D'JillT Am) StW.L n CH[~• Sllll-TP')o'CLIO fl~ISI! SC~FACL SUHI-SIC[ W'.LlS o, IHL Bl~!'I SlltlL St !'O.Jll(D l'l Ill[ ll[UIICII or Ill[ ADJA[['ll L"lCAl tvins1.~:i CR ST~HT SUHAC(. ,u~;uu~t ')' TIit SILL J,'l:J SID[ 1,;Aln AT TII[ . ' 2,+ ---- R0,Y,"<:>,E'CE,MP-NT pe,e $f"LA'5h' W,'/,t,t. PEm/,!. ON ~117.' -3. •• c1y_p. 13tJ7:H "'5/P.c~ SECTION A-A / :.-..... 1 -,,..--111 / I' I I P.C.C. SWALE TRANSITION DETAIL .. N:T.S. -.,," ?.C.C TCJ CCIN!Vt:er 1:/VP ~/,Cl7(JN n> SWALE". EARTH REI/JF;;,RCEMEJ/T ,P,=-,e SPLl?S/1 WALL DETAIL ;;,Al S II T. .3 2' , I I I ,,,,,) , VARIES o' -2' PROP. SIDE.WALK. (SEE ROf,DWAY PlANS) EART~ SWALE SWALE DETAIL N.T. S. a..,,,,,, e-02~e--. :c.,,,-oJ 1 ~Ufl!A ~,1•11:,c \1•An ~t M'-'llD !I U'fll[D ,~1t~s, ii,o ALL (I!.,,;!o w:as, OR (l'!,l{R~, l!IJ [OIIC~[T[ I" " ~: ' J.. ' · .. e: ,, ..... ' ' ,,. . --~ • L•P' --~ ! :.e.~.T/0;·< ~- ! .0,,1,or.-l ltYJye.d • ~, io,,.f·_:· 6"R ?-L. ' I F(Ot'o;'l I. . ; ~- ' ~: r -. I ,J t\,: rt:·-: ,...~-~ : 1:7!',!!.!.-I iff~~---'.~\"1 [:..-1 71 1· D .. SECTION A-A CA5C. 0 8 -1-·. ,._, ; ... ; .. Y. ..... __. ; ; • I : , F~..e rtat. 0,::-r.n,,19 nnd auppo,,•f boll' ~-0 .. 9 ~ e-Os?-'2 Prnt'-ecl,on b.ttl'" per o .. y M::> e-017~ 11 :iLT/.L ,n,~ to:1s Slli\Lt BC Git[// Ill' utl!US UJt.'.r. rt IISII. St,HACl OT '-LL {l~OSUI co~c~trE • Sll~Ll (0"1f)n!,! 11 ~\Ori. G~O[. COLOR, A~O llkl1H ra In( UISIJ,.,;, OR rr.arostD. rn~, A.ID '-'ll AOJAct:n 10 11,r a,si:1. 4 ~~~!J~: (STA'lt)A~ CIUWJMG IIJ, MlHI) 10f SL~!-Al ~[QUl~U ON Tll[ ST~UCTUOI. PlJJI. II.I.Ll5 A:m ,t{)')~-AS P(Qu!HO Bf SIA.';1"M) tUWII~ M. 2.011:, Stt:110~ :. 5. Ol~L~~,~1!$: CI.U rAc[ At tilt CATCH IASIII CPUIIG SIIAtt BrAS-H'QiJl~!b !T SID. o..::.s. ltl. l-D41S Ct AS 5!(l\,II 011 Ill( CtN!RJJ. flAH • .• -_____ .!J"wo• ------·-e:~ ✓,.,,.,,,.. ..... ~ I W•7', b•lO", l•H•, Vw4'-6", Ullt.ESS arntRllUt S00\11'1 OIi THE C{)l[RJ.L ru~. ~- 0·Qol',o-w/ '"°""!}h~ned ___ f_ _ _j con,,, 10,nT ' SECTION B·B ~1 ,.. -. I. .. -~~-~·o--.,.d,S,r- F t ' . •.~MH SECTION A·A .~-~l·t~, A. ~-cf,o.-, pe,.. 0,.9 .Uo 2-0£'2,"1, " ' V ]>ti~.) 1' t4· l:.:.~· Jt·f.-',l'." • • -6. -1~PJ ., r:f'.-roR"5m b•l!i" 10 n· ro, (Cl~t A) b•.I~• OHU fOR (CA~t 8) ' •· -{ YI 11~ lrillOII PIPE ,U ~IIOIIPI Off TIU Gt,lM.L fV!I. ~. ~!!!°ll (SI.IJIOAAO ~RAWl~G IICI. l-090 Pl~Cl SHPS AT IZ-l~CH 11•11~"/lts fRCfl lN[ FLOOR or TU[ 1.11~m WHI' Iii[ TOP sn, Al 11 INClltS (l(t~!IO'.) B[lUW lil[ Sl~ltl ~~RrM[ CON\UUO SllFS 011 o,,~1 W~LL "'"[~ co:1N[ClOI. ,1,c IS lLIC.,,[0 to Ul:t \W.L. CURB INLET DETAIL LOS ANGELES FLOOD CONTROL DISTRICT STO DWG NO. 2 • D4 71 22 ~~l Consulting Engineers ·U / //4 /~~-,1-"°' 4~~~!!6:~====-~11 V{_ /_J.,e ,-c>...,.:'Y R.C.E •. _"3.cl4,,5,.2~ WILLIAM E, BENNETT CHECl<EO BY __ ~R~-~K~. __ SCALE i.,,"tl.o" w f.4, Wl.4 w.w.M. DETAIL A -FLARED END SECTION TO P.C.C. SWALE CONNECTION □ARCADIA CSAtl17\N<A 0 PALM SPRINGS 0 RANCHO CUCAMONGA □CAMARILLO (818) 44-....g.c (714)250-5525 (619)~ (714)~ (805)38&2344 N .T.S. DATE BY DESCRIPTION MID --" -' _,, -'I&·· '@ .. )"l"I" .,, ,,._ ... ··~ ._ ;,n, s ~ w•,o•-;,,,, ""; • \'P~•--a:,, 1H1.eJ APP'D. 0? ~-'7 n n ,17 . ' I ' ~ ' "'-., \ I ~ L-, "--' . _l:::i CITY OF NIEWl?ORT IBIEACHI THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY . THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. • APPROVED \~ (jJ{)J/__ CITYENG~ · JAMBOREE ROAD DETAILS CITY OF fJEl:"JPORT BEACH OlaS:GNED BY--~Bc...T~·~- ORl,WN BY ___ J=·=J~. T~-~-DATE 5/88 AS SHOWN JOSNO. 768.009 REVISIONS PUBLIC WORKS DEPARTMENT ,R-5583-S SHEET 3A OF 13 ' I I t - •. -z .m " > C a, 0 2 OJ m :0 -·~-----~ .,, > z ! 6 r 0 -n Q Q ' 'u .. D < 2 t,,J ~ 0 ~ .. z E.' C \ . ::-J C ~'. ~ . z 0 ~ n > C 0 5 ~ \; z I 0 r 0 □ n l!J 0 □ ~ ~ -a 0 □ ~ □ ~ < " 0 C z §1 ,. 0 □ ' 'jj ,. AJ~ •Jo, ~r ~~ ,z V\~ ::0. OJ m .u z GJ z C s OJ r·r1 .Li 0 JJ ~ z GJ z C 7 ~ ..... ~ ◊ ~ ST/f'EET STA. I 37+08.00 e .37,.40.75 3 _ 37+ 85. !:JO 4 37-r 74.59 5 38,,. 35. ,3/ t,, 38-., 34.oo 7· 38+5!:J.00 B 40,-ea.oo 9 4/f/7.00 /0 4/r/4. 81 /3 37,-34_58 /4 37,. so.ez JS 40 + Zf,:,. 79 /(p 4-/,-09.(,:,0 , B C D E F /44. 37' /70. 43 1 /50.00' /38. (X)' ;eo.oo' //0. t'4' 6,8.tJO' /37. 07' /42. 74' /t'G,, 50' ;ea, 48' /0-9. 88' ltJl'N /532' 37 - 14" 37'.2'3 /I 4t71].35' /75.!P9' 394. (76,' / 7t,. 5,::' 391.t:JO' Con,aructinn c-ontractor agr;t:-that in acc-ordann· •1.uh t::l·nt·r:tll\ ttc'~-~•1J1rd ,-.. 11,-trul·t1.,,; µreMin·s. n,n~truc-tion contractor., will he rt-quired 10 a~sumt' i-oh• im<l nmqi'ft'tt· rt' ... p11n~il11h1_, !cir 205.29' 8 7.931 /9.i!. /I' 88,.34' joh ~1t' 1:<tnd11ions during-1he r-our:-a• (_)f ronstruc-tion oft ht" prujN·1. ind11dn1g !->,!,[t'IY uf ull µn~un~ California (OLJ()(i! ond prnpen~-; that 1his requirement shall he madt-to ap11ly ,·untinunu .. 'I~ mid nol ht' liniilt'd 1U nonrui.l working hours, .and cunstruc:t1on rontrnrwr fur1 hn agrt't'~ 10 <lt-lenrl. indt-mnify ;rnd hold ofOvII Eng)Oe¢C/ dl:"sitn.pmfessinnal harmle~~ from .any .and·all lialiility. n·"l <,r alll'gt'd; in nmm•1·1ion with thl' &LancfSu~you (Jt'rl'ormance of wur'k on thii-pr9jecl, except in~ liahilily ari~in;: fr-um 1·ht' ;,oil' nn::litt-nn--of dt'siJ!n pn.,f t:-:,.siont1l. DIETERICH POST REORDER NO. 113013 li1 ffi 38 39 PRIVATE ENGINEER"S NOTICE TO CONTRACTOR The existence and location of any underground utilities or s!ructufes shown ·on these plans are obtained by a search of available records. To the best of Our knowledge there are no existing uti1ities except those shown on this '.plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures no! shown on these plans. and is responsible for the protection of, and. any damage lo these lines or structures. 40 41 SCALE• HORIZ.• I" = 40' VERT.• I' = 4' ii 42 ~~IL Consulting Engineers ~ I /4 ~:ii RE. 31452 iiJiM E. BENNETT DESIGNED av_~B=-T~-~-- DRAWN Bv A.M. CHECKED BY R 'K. DATE 5/88 SCALE I" = 40' 43 PASADENA (213)/1818! 792-3(J96 SANTA ANA (7141250.5525 PALM SPRINGS \619) J20-4220 FILE NO. 768.009 .. I 44 ---0 DATE BY DESCRIPTION · APP'O .. REVISIONS ~ SCALE: HORIZ. 1"=2d VERT. I" = 4' CONSTRUCTION NOTES SAWCUT, REMOVE AND DISPOSE_ALL EXISTING IMPROV.EMENTS -~~-. __ INCLUDING, BUT NOT LIMITED TO, A.C. PAVEMENT, A.C. BERM, A.C. BIKE TRAIL AND EARTHEN MATERIALS.· PERFORM ALL EARTHWORK NECESSARY TO MAKE ROADWAY, CURB AND GUTTER AND SIDEWALK SUBGRADE. CONSTRUCT TYPE A-8" P.C.C. CURB AND GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 182-L. CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF BEACH STANDARD DRAWING NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER 6 INCHES OF CLEAN SAND. NEWPORT CONSTRUCT 6" A.C. OVER 22" C.A.B. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. CONSTRUCT 14" A.C. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. RELOCATE EXISTING POWER POLE (TO BE DONE BY OTHERS). RELOCATE BY OTHERS. CONSTRUCT 18" R.C.P. STORM DRAIN PER PROFILE HEREON AND CONSTRUCT CONCRETE PIPE SLOPE ANCHORS PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 314-L. , ,, , , CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3A. CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER DETAIL ON SHEET 3A. CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 313-L. 1-WLL CONSTRUCT RETAINING WALL PER PROFILE ON SHEET 5 ANDVDETAILS ON SHEET 3, f R£LOCA 7/o,i/ l!£7i//t. ON ,SI/T. 7. CONSTRUCT 6 FOOT HIGH CHAIN LINK.FENCE PER DETAIL ON ~HEET 3A. CONSTRUCT CURB INLET PER DETAIL ON SHEET 3A. CONSTRUCT P.C.C. SWALE PER DETAIL ON SHEET 3. THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPi AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. I , Gz;' 7/ {?q ✓' /1 C / ' DATE JAMBOREE ROAD ROADWAY PLAN AND PROFILE STA. 35+00 TO STA.44+00 CITY OF ~JE\"JPORT BEACH l<-5583-S PUBLIC WORKS DEPARTMENT SHEET 4 OF 13 ~ 3 ~ rn n ,, ~ ci ~ ::,. OJ m JJ z "'----..J I ' I I , I I cl 0 :0 ~ L~ Gl z C < OJ m :0 2 >L----..J I -( \ l_i ---~ D ul :ti > < :::J ;;;; 0 :0 ~ z Gl z C $'. 44 45 ft \ I Construction contractor ai::rt't-!i that in accordann· .,.·11h t:••nt-H1ll.\ tt.lT\•ptrd ,-.. n-.tru1:11"n µr.an1n•s. t·ons1ruction contractor will be rt-quired to a:-sumr Milt" and \·omplt"lt" ft",-,p11n .. dnht\ l11r jr,h sitt-t·onditions during 1he rour:-t-of con!itruction oft ht> prujt-1·1. in duding ,-.;-1f My of t:111 pt'Ti--un .. and '.propeny; that this n·quirement shall he madt' to apply c-un1inu!ll1,-.J_\ um! not ht' lrniited lu norrtu1! workin~ hours, and com-t I i1et1un rnm nH'IOT f ur1 h£-r ai:rt't-,. Hl c.Jt·lt·nrl. indt>tunify and hold dE:-s.i,:n prolt-ssicmal harmle~:-from any and'all liahilil_v. rni.l 1,r allq:t-d: i11 rnnm·<·tion with tlw pnfurmant'e of work on this projet"l, ex,·£-pl ing lit1hili1y ari~ing from I ht> Mllf"' nt-J!ligt·ncr of de!iign prufhsion1.1l. DIETERICH POST REORDER NO. 113013 46 Coliforn10 Council ofOvll Engln~u. & Land Survcyo11: SCALE• H0RIZ.• VERl:• 4'7 '------- 19.8 I"= 40' 111 -4' 48 N s,oOO LEGEND PRIVATE ENGINEER"S NOTICE TO CONTRACTOR 49 The existence and localion of any underground utilities or structures shown ~n these p_lans are obtained by a search of available records. To the best of our knowledge there are no existing utilities except those shown on this plan. The Contractor is required to take all precautionary measures to pro- tect the ulilities shown, and any other lines or structures not shown on these ~Jans, and is responsible for the prote,ction of, and any damage to these Imes or structures. • 22.5 ~ 22.7 22,6 ~ 50 * NtJTE: 22.3 1 IF l?N'Y .4fC/liEL>LL>6/C'.l'?L ll.f'TIFACT6 ;1,e'E ,0.UAID, CtJAITR/lCToe 8/llfLL smP W!)E./:" WIT/I/,!/ VICI.Al/TY t:2.F TIIE Sl!E 11//0 A'°OTIFY BcTJI PAOOJ.i IMMEDl/lTELf. f'#tW'o:: {7/4) 55.3 -O{p{pt,, ~'(M._, /,, L'!,Ll#~~~/ =-A -, -------=-=~ ~ z._ ~ --,--.;,V ~ 31452 iLiJ\M E. BENNETT DESIGNED BY_-=Bcc·.c..T'---. __ CHECKED BY R. K. SCALE DRAWN BY J.J. T. DATE -5/88 111 = 40' 0 CD ffl if! ' ij CONSTRUCTION NOTES SAWCUT, REMOVE AND DISPOSE ALL EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, A.C. PAVEMENT, A.C. BERM, A.C. BIKE TRAIL AND EARTHEN MATERIALS. PERFORM ALL EARTHWORK NECESSARY TO MAKE ROADWAY, CURB AND GUTTER AND SIDEWALK SUBGRADE. CONSTRUCT TYPE A-8" P.C.C. CURB AND GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 182-L. CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF BEACH STANDARD DRAWING NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER .6 INCHES OF CLEAN SAND. NEWPORT COUS'PRUC'f' 4 IHCH 'l'HICIC A.C. SIDEUALK (4 11 A.C. O'lER }fA':PIVE GRbUHB @ 9 S 'is REUt'I'IVE COMPACTION) . 1'1PPLY WEED KILLER ON . . . . SUBGR.."'..!3E. CONSTRUCT 6" A.C. OVER 22" C.A.B. OVER NATIVE-GROUND AT 95% RELATIVE COMPACTION. PROTECT EXISTING FENCE IN PLACE. CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3A. CONSTRUCT PRECAST CONCRETE FLARED END'SECTION PER DETAIL ON SHEET 3A. O(f S#T. i;, B DETil!L ON S//T. .S CONSTRUCT 48" R.C.P. PER PROFILE I!EREO!! AND BEDDING PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 106-L. CONSTRUCT MANHOLE NO. 2 PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 307-L. CONSTRUCT CONCRETE COLLAR PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 313-L. ADJUST MANHOLE TO GRADE (TO BE DONE BY OTHERS). GRIND EXISTING A.C. AND REPLACE WITH 2" MIN. A.C. OVERLAY PER DETAIL ON SHEET 3. IZ ~ ~~ISHE0 GRADE: AT ~E OF FOOTING~ J==:;;:==r:::::;;=::::;i/ V • \ V -. //p • 20°ll'MX. ...... I -~ ~j NOTES• L_REINFORCING 'STEEL WN IS IN ADOITIOij TO NOOM\L S EL. ALL STEEL SHALL . HAVE 2" CL NCE FROM ALL EDGES. \ \\\. \.I \ '2. ALL CELLS BE FILLEO SOLID WITH GROUT AND RODDED. PALM SPRINGS Jz/t,/&. • FILE NO. DATE BY DESCRIPTION 768.009 REVISIONS 3." OMIT G R FROM VERTICAL JOINTS IN THE FIRST COURSE A AT 32"CENTERS. FOR WEEP HOLES. ~. ·,AL CONCRETE SHALL BE O..ASS 'A'. E FINISHED 5. A XI MUM SOIL PRESSURE = 2000 P.S.F. FOO: TYPE l AND ICXX) P.S.F. Fa=l TYPE &~ l FQ~~~I~ AG;~~N;STU;~;;u 1R~L ~L. ~ N .T. s • • --c"""1"""u"""v .... o-1F,,,...,..N"""1E"""'w"""""""!P'o'="="'~,r==-=181===1E=A=c===. ~,_~ - APP'D. THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. CITY OF ~JE\'JPORT BEACH PUBLIC WORKS DEPARTMENT R-S.583-S SHEET 5 OF 13 i I ' . ; I I ' i • I i I ~ !" n E. 9. z m m .JJ >~---~ 0 (_S :, 2: < z !" '7 > C s z D JJ ~ z GJ z C ::;: m . m JJ - ·------- Ei'E 50 J ll L>!....1 IIOL'IZOUTAL CO#TA"a'. c?2.? ◊ {' S'T;f'EeT .STA. 17 57.,. a1'!§:fi3 IB 57.,.~ /!) f?t) 5.9"7t"S84!. t94 58., ei:l1stJ R . 51 /70/AITS OFF.SET LJ/.ST. 78.00' 78. t)c,' ~ CURVE DATA L ii ~ 52 T G /2C!O' l.64.4C!' 9.?.38' H 1898' Con»truclinn ·con1rac10r ag~t't~ that _in accordancf-,a.·nh l,!l•flt-li'lll\ 11·,·n·p1t-d ,-.,n.-.tru~·t1<,n µr.acti('t'!-, 1·on;;.1ruction contractor wi!l he rt-quired 10 a,.:)',um"' ~olt-i'llld n1mplt-1 t· ft•,-p<>n,-, 11d11 y f11r joh :-i1t-nind11ions durin(! the coursE-of construelion of th£-prnjt-t·I. ind11di11g :-aft'ty of lill µ£-r:-un:- end prnpeny; 1ha1 this r£-4uirement shall he madr to apply c·un1inuou:-l., 1111d not ht' limitt"d tu normal workin}! hour~. and com:uuctHHl cnntractnr furlhPr agrt·t":-lo <lt"!e-nrl, indrmnify and hold dt-s.ii:n profet.sicmal harmle~.!> from any and·a!J lialiili1y. rn1l .l>r'lll!rJ!t"iL in cunnt·c·1inn with tht- p~rformanct-of ~·urk on thi.<. prujen, ex ct-pt int-: Jiahih1y ari.!>_in~ from tht' ~.ult• nri.:li~t-~t't" .,f dt-sign pruft-.!>:-.iom1I. ' • DIETERICH POST REORDER NO. 113013 /47. CJ4., Cdifornia Council ofOvllEngln~u & land Surveyou 53 ◊ ITIIIll LEGEND DENOTES HORIZONTAL CONTROL POINTS (STATION 8 OFFSET FROM t. JAMBOREE RD) DENOTES LIMITS OF GRIND 8 2" MIN A.C. OVERLAY. □ DENOTES LIMITS oF NEW A.c: PAVEMENT · (6" A.C./22" C.A.B./N.G.@95%) ezz2j DENOTES LIMITS OF NEW A.C. PAVEMENT (14" A.C./ N.G.@95%) PRIVATE ENGINEER'S NOTICE TO CONTRACTOR The existence and location of any undergrciund utilities or structures shown on these plans are obtained by a search of available records. To the best ?f our knowlecf'ge there are no existing utiiities except those shown on this plan. The Contractor is required to take al! 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 these lines or structures. I 10' Pli'of'. x/w e' I e' I ' ' J ~ SCAL!s: VERT. I"·= 4' HORIZ. I"= 40' ffl ~ I DENOTES LIMITS THE ENGINEER. :1iij i THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND · ACCURACY .• SECTION A-A N. T. S. /~;a Of' 'i / i } / I"\ / ' :' APPROVED '~--/ /h/L ( j )_, • , CITY ENGINEER ~~L Consulting Engineers _-,,/,A, /c.e, /"-1... •~cf,.,_,_/4_==i8W~~✓ __ R E._.e3.c:14,s5"'2_· _ WIL~BENNETT OESIGNEO BY_..sB"-.T"-·---CHECKEOBY_~B=-K=·-- ORAWNBV J.J.T DATE 5/88 PASADENA (213)/(818) 792-3096 SANTA ANA PALM SPRINGS (714)250-5525 (6191 :320·4220 FILE NO. 768.009 2ii5,b, R.D. Z!Gk,s R.D. 12/ 113/re B.T. DATE BY i2 59 0. ~ I I ii . . . • CONSTRUCTION NOTES SAWCUT, REMOVE AND DISPOSE ALL EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, A.C. PAVEMENT, A.C. BERM, A.C. BIKE TRAIL AND EARTHEN MATERIALS. PERFORM ALL EARTHWORK NECESSARY TO MAKE ROADWAY, CURB AND GUTTER AND SIDEWALK SUBGRADE. CONSTRUCT TYPE A-8" P.C.C. CURB AND GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 182-L. 0 'CONSTRUCT 4 INCH THICK P.C.C. SIDEWALK PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 180-L. SIDEWALK TO BE = . -• CONSTRUCTED OVER 6 INCHES OF CLEAN SAND. 'I.\ 0~4 COIISTRUCT 4 IIICH THICK A. C. SIDEIIALK (4 11 A. C. O'JER l!Nl'I!JE 20.,. /9. 7 ~ I i : t ! !._ I ,' '· i • : i L:_) REVISED PER C0"1';,TRUC.TI01'-.l SCJJRB SRA.DES REVISED A CROSS SECTION SRADES = REVISED ;:,, 4.C. Slll<WALA:' SHALL EeCeMc t:D ?C.C. SllJcW,Uk 1:::,. RliAl-/t;N&D 4-8" RCF' PB: OCTAIL ON L2,. SJIT. 5 ANb ?"lrdF/l£ ON .S/IT. ~ • DESCRIPTION REVISIONS L±_'s GROUNll @ 9§% RllLl,TIVll GO!!PAGTIOII) . .'\PPL¥ l/EED KILLER OIi > SUBGR'\DE ,1 • ~ ~ -0 0 APP•o. CONSTRUCT 6" A.C. OVER 22" C.A.B; OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. CONSTRUCT 14" A.C. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. RELOCATE EXISTING POWER POLE (TO BE DONE BY OTHERS). PROTECT EXISTING FENCE IN PLACE. CONSTRUCT CURB INLET TYPE OL-A WITH LOCAL DEPRESSION PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 305-L. CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL ON SHEET 3A. CONSTRUCT PRECAST CONCRETE FLARED END SECTION PER DETAIL ON SHEET 3A. CONSTRUCT 18" R.C.P. PER PROFILE HEREON AND BEDDING PER OF NEWPORT BEACH STANDARD DRAWING NO. 106-L. CITY fDETl:/lt t),f/ SI/T.S CONSTRUCT 48" R.C.P. PER PROFILE IIEREONVAND BEDDING PER OF NEWPORT BEACH STANDARD DRAWING NO. 106-L. CITY CONSTRUCT MANHOLE NO. 2 PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 307-L. CONSTRUCT CURB ACCESS RAMP, CASE C, PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. l8l-L-A. ADJUST MANHOLE TO GRADE (TO BE DONE BY OTHERS). RELOCATE STREET BARRICADE AND INSTALL PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 900--L. GRIND EXIS','ING A.C; AND REPLACE WITH 2" MIN. A.C. OVERLAY PER DETAIL ON SHEET 3. JAMBOREE ROAD ROADWAY· PLAN Si PROFILE STA.50+00 TO STA.59+50 CITY Of tJE\'JPORY !lEACH l<-5583-S PUBLIC WORKS DEPARTMENT SHEET 6 OF 13 • ,, 5 ~ _m n i' 'n 0 ~ s. [D m JJ z >l----_J u ','; z t -'::J r::: ' c" 5c._ ___ _J I 0 JJ ~ . z GJ z C ::;: OJ m JJ z GJ z C 7 ~ ~ = 61 //.b .7 17.8 17.8 17. 9 18.4 3 CURVE DATA J R l::, L J 6CJ/G' K 4(70' 44. 79' L ('on . .:.lructinn c-ontrnrtor agrt't:-that in arcordan,•f-.-.·nh ~t·nt·1.1tll_\ ii0cn·ptt·d 1·.,,1,1ruL·1u,n µn1n1n•.s. nm.slruC'lion contractor will be n;quirt>d lo assum'" l>Olt-ttnd n1mplt'lt• rt'.-.pcini-dnlu ~ fur T joh silt-t·nnd11ions during the course of construc1ion of thP prujE-l'L in, lud111µ i-.-tft't~· uf t<II JJPrsull~ Cdifornio Council Bnd propeny; that this r!-'quirement sholl be madt-to ii.pply ('on1inu11l1i-l., 1111d nol ht' limitt'd lU nonnHI work.in~ huurs, and runs1ruc110n rnnrrnctnr funlwr ag:rt•t-., 10 dt-!t~rui. indt-mnify ,md hold ofOvil Englocec/ dE-s.ipl proJe-ssinnal harmle.!-:-from any and·all liahility, rt'iil m'allt'j!t:d; in l·unnnlion with lht' &land SU~/ pnformanrt-of work on this projel'l, ex,·eiltin~ liability ii.rii-in~ frum tht' ,,t1lt-nt·i.:lii::t-nct-1,f dt-;,:.i~n pruff::-:ii(llltl I. O:!TERICH POST REORDER NO. 113013 18.5 ~ i ffl ii I 62 18.7 ffl II ~ 63 /8.5 /8.6 18.7 ROAO DENOTES LIMITS OF PAVEMENT REHABILITATION TO BE DIRECTED BY THE ENGINEER. LEGEND D DENOTES LIMITS OF NEW A.c.· PAVEMENT (611 A.C./22" C.A.B./N.G.@95%) -. -, ,, . ~ SCALE: PRIVATE ENGINEER"S NOTICE-TO CONTRACTOR . ~~L Consulting Engineers '--'~¥Ii i.:1AME. BENNETT A E. 31452 ffi I' I ~ . ! -- -7 / I 37 r' JOJ/,V WAYNE TE#AIIJ' CLt/8 I I . - ~o/.1: .. &((i•l,@ _'1 ~-~~@'._: V '-. \ J - ::s: 1<( I i i I I i E I ~ i . £ RCTt\!NING WALL RELOCATION DETAIL SCALE: I" = 20' W,4LL CONSTRUCT.RETAINING WALL PER PROFILE ON SHEET 5 ANDYDETAILS ON SHEET 3" fl RELOCATION DETAIL HEREON. CONSTRUCT 6 FOOT HIGH CHAIN LINK FENCE PER DETAIL ON SHEET 3A. ADJUST MANHOLE TO GRADE (TO BE DONE BY OTHERS). CONSTRUCT P.C.C. SWALE PER DETAIL ON SHEET 3. IC) 11n r ' ,_ ' ' ; ' I j LJj 0 -' L ...J -L::J - PASADENA 1213)/(818) 792-3096 0 SANTA ANA (7141250-5525 ~ 11.C. .5'/LJE/f/,90:: 5#-?LL. BECtJ-WE ;q; = P.e.c. S/.OEJ<///Li:: ~ PALM SPRINGS (6191 :.120-4220 eELN!.<'TED ,<'Er. J///lLL, P.Ct!.SN#LE,ef c1,W,/ /41(" L/,1,/J:' FE.Aid ?EP lJE7"./l/LLJ/./ S#T. 7.. .t>urLET S'r.eucr. REDR.<'Jr/ll 7ZJ £EMEIJY IJRIIF7?d6 ,,~.-#. I.\. e.e.eo,e .t f/3,CLEC✓-OKIGIAI.AL f/t},e/2. y~ ~ .Cl:M/TRLJL. PT. ) CONSTRUCTION NOTES SAWCUT, REMOVE AND DISPOSE ALL EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO, A.C. PAVEMENT, A.C. BERM, A.C. BIKE TRAIL AND EARTHEN MATERIALS. PERFORM ALL EARTHWORK NECESSARY TO MAKE ROADWAY, CURB AND GUTTER AND SIDEWALK SUBGRADE. CONSTRUCT TYPE A-8" P.c.c. CURB.AND GUTTER PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 182-L. • CONSTRUCT 4 INCH THICK P.c.c. SIDEWALK PER CITY OF BEACH STANDARD DRAWING NO. 180-L. SIDEWALK TO BE CONSTRUCTED OVER 6 INCHES OF CLEAN SAND. NEWPORT CONS'PRUC'P 4 INCH '3:HICK A.G. SIDEHALK ( 1" .... uC. 0VER UII'l'IVE GROUHD @ 95% RELlrCf'IVE COMP-}iC'i'ION). .._'1PPLY HEED HILLER OH SUDGR!DE. CONSTRUCT 6" A.C. OVER 22" C.A.B. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. CONSTRUCT 14" A.C. OVER NATIVE GROUND AT 95% RELATIVE COMPACTION. RELOCATE BY OTHERS. PROTECT EXISTING FENCE IN PLACE. CONSTRUCT RIP RAP ENERGY DISSIPATOR PER DETAIL ON-SHEET 3A. CONSTRUCT CONCRETE•COLLAR PER CITY OF NEWPORT BEACH STANDARD DRAWING NO. 313-L. CITY OF NEWPORT !BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY. IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ·;_J. 7/' /JlldL7 I / , ' APPROVED __ '.~,·-=--~cl~·~~--"':.A~."--/---- CITY ENGINEER JAMBOREE ROAD ROADWAY PLAN Si PROFILE STA. 59-1-50 TO SAN JOAQUIN HILLS RD. The ex.istence 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 this plan. The Contractor is required to take all precautionary measures to pro- tect the utilities shown, and any other lines or structures not shown on lhese plans. and is ·responsible for the protection of, and any damage to these lines or structures. . 11---------·--...---------.-----:S:::Cc:cAL:::E----,----F~IL:::Ec:cN::::0.-----1 ... _o_AT_E_,__B_Y__,_ ______ DE_s_cR_IPT_IO_N _____ ~AP_P_'D-l. DESIGNED ev_~B~-~T.~-CHECKED av_~R=. K.,,,.~_ • CITY Of rJE\"JPORY BEACH R-556'3-.S SHEET 7 OF ( 3 CRAWN BY J.J.T. DATE 5 / 88 In = 40' 768.009 REVISIONS PUBLIC WORKS DEPARTMENT ~· :rl z /TI .:,. m ITT II I I c;; c; g z >~---~ § n 0 il 0 n !'; a z CJ ~ ,,,__ ___ _, \ I 0 JJ ~ z G) z C $ m ITT JJ 0 JJ ~ ~ z G) z C 7 . , ' _;. ',. .. ... ... .. . ,: ;._ -~-.---,,. }t<··~:~:;, .. _. :>~ '~-¼:-: --~ _· . . J .. , . . ,,____ . ' , ·--.. • .... , ·-0>·· .• -~ ~ 2-'16 0 . _, -·~ ' - '• ·t-'·" DIETERICH-POST CLE.ARPRINT y .. I • • • ' ----t> 0/f<ECTION OF TRAVEL ➔ 24' • • • ' r.;,.,_0 r• -i t---4' " I r TYPE tJ" ~ cb o 98 9 o om o o o o om C4''s_ot10 WHIT£). 1• •. 1--t 1---4' ®-a:J , 0 0 0 0 m (4" BROKEN WHITE} ] 0 ~ i-4• J TYPE6- @r 8) 8 8 8 8 8 fil8 8 8 8 8 m (B"St?LI.CJ WHITE) PAJIEMENT MARKEi< DETAIL . ( '. , J ,• . -' \ PAINT {;ERM WH!Te 'o/8eA05 MATCH eXl5TIN0 PATTERN j '. y~·: -.... -: ~ ; " ,J'. --:;,..,--~.7.-""!',¥";;1!:;~,-ir:·~-{tt·~--= •' .,.. i •CQNSTRUC110N· NOTES. r··-\·1~::t,;, • .,:,·~---•;.:.:~-~_.;.:.:...,:~~;"".::·-;'.;~¥:.::.:..:.:::£::~.J==.:::-~:l.·-..::_:;--·•:··,::~-:---·-•'':.-· •• , i@)-i \NST0At.L_ RAISED(;'PAVEMENT MARK~S PERDET Ail-HEREON. I . .• -• ' . . . " • ·•1@2 INS.TALL RAISEp PAV,EMEN~ MARK~RS PER DETAIL HEREON. s' •~ 1~TAl,l-RAISED PAVEMEN; MARK~~s PER DETAIL HEREON.·-~, .-t_:... ---✓-----~-. ---'•-... ---~ ... "'·:·-----~--:·-..-·---··.~ -• '. -••• ••• ·_· -• ·.-·_: ' ~-PAINT 7 tf ;sOtTD WHIT€;-";:, __ , <.·.:: 0~ • •• : '-• .:,_,: '· •· __ ,, ·' ·~ • • .... • . . -. ·----::----.• .• '-· ___ __:..;_.o.,...!_; : @-PAINT ~HITE s,rENc;_rLED'YIELD• . . j " . --~~-• l @r Y~ND~LAST_E,)51,?Tl~G .:.~!!~5:: ~ REMOJE. Mt,Rl(E.Re, ®-IN::iTAlL pA,V!!.1"\E.NT. l>R~ON { TH~OPI..Ae>T\C) @--ReM:::>VE. E:XlernNG t>WON :3Qcf TAPER Rl-'2. l 1:)1,.\€,T.) ®)-1N5Tt-LL W·7S ( LA.NE. E.NDe> MERGE ~FT) DATE llY DESCRIPTION REVISIONS • APP'D. DESIGNED HR.J CHECKED DRAWN h'F. DATE ..... .. 7G, +'38 A ---\ --- ORIG/lv/fL IN TR.Aff/ C -'•"'~~ 51U6//iJ~/A)6 .See AS BUILT ( .. \ PUBLIC WORKS DEPARTMENT. SHEET .3 OF 3' , . ' ' . I •. I i 0 C '-" l::: I ,I 8 " R " C ' ~ " t C ,. ~ " h D TI ~ < z rn n t ' 8 ~ ,, ~ i C: z ' -0 i 0 r, n -:C) c u ~ 0 z i ' ' z c· Q e ' ~i ;I C :;-;-c = [,J ii7 _'...J ~ • ~" ~ ~ ~~ u \(()} ):,·-· ---·-~---~-- ) ~ i; z 6 0 r 0 JJ 0 )> 0 ~ '.2: ii ~ q z 0 G) z I ' I I '-- 11 I I I I 11 11 I I I I DRIVE Ii I I! I I I I I I I I I I 11 I! J_ JL_~_j __________ \l ---------\ \ r /j ----------------------~ 1' /~-------------~ I I I ---------t , I ! / / / / / / : : ,' I J i I / / r-•-------• -------- ! I I : I f I I / ____ / I I I -----,·i-~ HOTEL ACCESS ROAD I I 11 : : 11 11 11 11 11 11 I I I I 11 I I I I Jfi, /\\ ------~7""-r ,-~------ -·-'-._;;;S,: -:,;.T;;;,,,,/c,---;,..,? ~;.-,-,,,,~;;, ~ ---- 30 ---2°' / I 21 / i----------------------------2-~2------------------------------.,-----------~ 2_4 _ ---2,s---=: ____ EA'._ . ..,---_-e~l_/S._c.~,?-M,~;.:~o,--v.-~_1N_~---'.,26~-~==~----~-.:-·----~--2+7--=~=~~~-~-_-~ :_) 1 { L r 1 -==+I=-=-=--' .,,',,is-aa=a!'--,=-=-=1=~= --------c=~--I-,;:1 ____.,.... -_,:; I ' : ! (__ ------------- - _. - - -~,., -.~-~-:----------------28 ----------------------------------------29 ------::,:·· +----~•-·--=1 ~==----==-~-~'f"- c = ---- - == / I ; .: ------------------------------------------------------------------- : I I ; -----------------------: ! , ' ' ' ' / / / I -----------------------; / ; ; -:s---,,--- '--c,;r /ST. ,.p A 1-c o /Y'.7 E £!/A A • ------------~- ---- - ---------------; I / i / / / / ; ------------------------------------------------------------------------------------------------------------------------------ -- - - - ----/ / l f_.----~--------- \ {-----------------( ________ ) / '-------- r-_--------------------------7 --------- --=---=------"' n-----,-----/;-;,_ -- \ I I i f ----....:.=-:------- I I ~ ~---.,-.--,------------- " /8' r'..4.WT 4" W///TE STR/Pe /'7,R / OR TO ?« A ~E ,-v,?E/V T op ;ry~-c ~11 ,-"o/.ARKER 1 2 3 4 JAMBOREE ---=-=-----_-==-~::._-==---:------=::-SW' r::::::-------==::::. ------------::::::::::.-=-------:::::------~ -----------=----- l----------1 1----'----j \ \J I \ I ISLAND LAGOON DRIVE --------= ----------= -:::::::: :::::::-/ - -- SIGNING AND STRIPING GENERAL NOTES ·ALL STRIPING DETAILS REFERENCED ON PLAN ARE DETAILS SHOWN ON STANDARD PLANS A20-A AND A20-B. DETAIL 13 SHALL BE MODIFIED PER SPECIAL MARKER DETAIL HEREON. NO STOPPING [ R 2 8 ( S) J AND ALL BIKE LANE SIGNS 'SHALL BE MOUNTED ON METAL U-SECTION POSTS OR STREET LIGHT POLES WHERE APPLICABLE. ALL OTHER SIGNS SHALL BE MOUNTED ON WOOD POSTS PER CALTRANS STANDARDS. TWO SEPARATE COATS OF PAINT SHALL BE APPLIED PER SECTION 91 OF THE CALTRANS STANDARD SPECIFICATIONS, EXCEPT FOR 4" "SKIP" STRIPE PROVIDED FOR DETAIL 13. EXISTING STRIPING SHALL BE PER SECTION 59-2.03 OF THE SPECIFICATION. REMOVED BY WET SANDBLASTING CALTRANS STANDARD --- ------- ·-- --- -- ·----.. - ·-- --- - ·-- I 0 .,. " ------------------------------------------- --------------- ------ ·-- -------------'--.. ------- ----------- . ' ' I ( i i \\ I 1 '\) l ~ i ~"-l ' ~t ' l'rj \l ~~ In\) ~ ~~ ~~ tA ~ ~ ~ -,J .-----------------=~=======;---,--'T""""--------'T""""-r------,--------=~==== CunstruC!inn c-ontrsC'tor BJ!:ft't':-rbal in accordllnn" ..,·11h ~L·11t·u1lh tt·(·n•pi.·d , .. n-.trul·t, .. n pran1et"S. cunstrurtion contrac1or will hif 11;qu1red to a:-,umt' !-.olt-~tH.I cof11 plt·1t· ft<,p11n .. d,dn, f,.r joh ,-i.11;-t·ond11ion:. during tht-COUf>-(-of rnnslruftJOll (..lf tht-pnijf-t'I. l!l\ l11d111~ :--.-1ft"I.\ uJ i:ill µn-.un-. Col1forn10 Councir and:Prupen~·. that this rt-quiremem :-hail he mttdt-10 tippl_v con11mJnu,h H11d no! ht' l1m1tt-d lu THIS PLAN JS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ASl Consulting Engineers //• ,/ } LL/ ~~17·'c--,'17f~,f-=-~~~<=~/~)~-c'"--'·~-~-~--✓~·-/_/ ____ RE-~3~1~4~5~2 __ WILLIAM E. BENNETT PASADENA 18181 792-3096 SANTAANA 1714)250-5525 PALM SPRINGS (6191 320-4220 JAMBOREE ROl-\D SIGNING 81 STRIPING BACK BAY DRIVE TO STA 43+00 nortnzl! workin~ huur:.. and com\, uclwn rnnt runnr fun bt·r ,:q:::n•t"-. , o Ut-I 1• :Hi. 111dt-mnif:, ,md hold Of Ovll Engln~(I dt-:,,,Jj:'.fl prn!t":-sion<!l harmlt'~:-from any nnd'all lial1il1!,\, rt·lll (If allq,;t-d. rn c!JO!ll'l"ll!Jll wiih tht' &LandSurvcyoo pnformann· of work on 1h1:-J>rUJf'CI. t').et·pting lwhilit,\ tir1-.1111! fium tlw ~nit· nt-l!ligt·nt t' .,f dt-:-.1g11 I ' . ' G. B. A SCALE FILE NO. DATE BY DESCRIPTION APP'D. CITY Of ~JErJPOnT DE1\C~~ l.=.,.P',.,'.,.'fh,., • .,.,;.,,",.,"'.,, 1,.,.,.-,,----------------------------------l11_A_P_P_R_o_v_e_o __ :T,,r:";q,~:,;,,._c.::>":A::·, .. ,~;;-,,··~>;.,~::"~-/.;~7:~c=/";;.:~~"-'f'M~~,,~:£~":::'~,~· 1 ,.N.f,'£:::'"''~-~'2~:.:-,,,R~-5/):. __ ,:::·'._,_-:_'_-_:._-_-:i_"--_::):·:...~l~t:--'\)_JT"-"~•~""E,.,_· ____ _J ______ ,1!..:;:;;,::::~::.G;;.:.:::: 0 .;.Y;;;BY=_;=J- 0 =_~0~T='-c;.;;;;;;J...::;;:;::;.;E:;_;CK;;;E;;;D;;;B;;;Y;=4-=-=/-=-8;=e~-=-=-=~.!..---1-"_=_4_o_' ___ .J-___ 7_6_e_.o_o_9 __ ...,...Ja __________ R_E_v_1s_1_o_N_S,---------....!'------------!---P=U-B=L=l=C=W-O_R~Ks_~EPAR;ME_N~ SH:::ET C' OF i 3 DIETERICH POST REORDER NO. 113013 • ' \ ~ ~ ~ □ rn " 0 -z C ~ 0 0 > 0 0 B 0 0 ,., 0 0 -L :;. r: " 0 " " > " I I " rn s 0 0 i □ rn 0 rn < z C ;;: f Ll rn TI t 0 0 ' rn > n t a ~ z :::,. (D m :0 " '--------' t 0 :0 ~~ ~€5 (\) \ ~z I,,\ C 1< ~ vi~ :0 - \ ' ce ~ == ~ == = & ~ ~ ,; IF z I □ ~L r □ n □ J:c:= ~ <~ a :::; I -'" > 2: " 0 G"J = z 2: I m C ~ s ~ z rn _m 0 !II ii1 ,. Il C a ii1 ~ ~ = ,. ( ,,= = D ®1 G""' ' ' ~ ) @ll D _/ (tf; "'=, ~ ,; z I 0 D s ~ D JJ 0 ~ 0 n \) "U □ co '1 z 0 G"J z z C 'S 7 < DACK/BAY 11 I I I I 'I !: 11 11 1: II ii 11 Ii " II :: ii 11 !! DRIVE I I I I ! I I I I I I I I I I 11 ,, 11 ..L ___ l_,_a ______ \i, ----\ I I ___ -----------~~ r·L-. ,'\.. /. ' -~ f~-----------------================--r: I ; ----------. ------, , I I ': : . ,' ' ' ' { t ; ; I / I ►-•----•••-•••-•••--/ f I I • ,' ,' : ! ----/ ,' : I ----' • I I i : ; : ' ' ' JAMBOREE - - ----1~------- HOTEL ACCESS ROAD I I I I : : 11 11 11 11 11 11 11 11 11 I I 11 /fil /\\ --------;,'r-,--+-~------ RO/JJD ----------------::::: :--.... ~----------------~--------=--~ -= = ------,£"A"/:5r,c:!"dR8..--= ---= ------------ ,. ~ " _,, I I I ' ---------------- -~-=-~==~-_-_:::--=-----__ -20-... / I 21 ,' t··--·------------------------2·2 ..:.; I ,' ' -=ct=I ---=-=- / I J f C _____ _ --~ 23 ;_~~=c!-=-=-=21=4~--------25'-=,.-,.t RA/Sc.OMEO/,LJN'--::f! ~=-==1=1-=----_ -I c,1 ------r- -----) 27 I 30 _ --r= - ll: -=:s---3,---- "it=A'/ST. RA,!,,c.o /Y?'EO/A,,v - -----------------------------------/ I t , --.. ~ 'f I f I : i I : -----------------------; ! ,' ! _____________________ ) i ,l i '' ' I f ! f I O 1 : I f ! / ,i I I -••--•- I I I : --------------------------------------------------------------------- - ---L ,.l ! L---.=:.:::.::-------, !/ -........ ________ _ -------·---~-~-- /8' ~-----------; -- r--------------------------; I I -r' ..4-WT 4P 1//// T"E $TR/PE r'R /OR Tc> /",;AC:E/1-?E/VT OP /Y.,.-G'C ~11 M.ARKCR t·on,;f~C1inn ronlrac-lor agrt-t"t--tba1 in PC'C'ordan1·t-,1,·nh ~t'n1·1atll_\ a,.n-t·Jlh·1i ,.,11 .. 1rut·11 .. n 11r•r,ic·t-~. t"t.lOJ.lru.r1ion C'Ontrac-lor will bt' n·qu1red lo p,.!o.Uffit' t.11lt' 1111d n,m11lr1t" rr,-pun .. ,111111 \ l,,r l 2 3 4 joh ...itr t·11nd11ion:11 durint tht-rour,;t-of c-On!'itrurtmn of 1ht-11ru_it-r1. m1 l11d111~ :,.~f rty of ttll vrr,-un~ (difornio (OI.J()Ci ond C,ropf'ny; that 1hi5 rt-quirement ,-hiill he madt-to tllJJJly ,·on1inu11u:-.I_\ 1111<1 not ht' hmiu-d 1u nonn:tl v.·orkini: hour=-. .and con:,:1tm·11011 tontr~r,nr fur1ht-r ai:::rt't'i-.lo <lt'lt'nrl. mdt-mnify Hnd hold ofOvtl Engln"u de-s..i:n prufh,ional harmle~,. from any and ·all lialiili1.v. rt-.til ur 11llt-t,:rd. 111 l·unnntmn wi1h tht' &londSurveyoc., JJ~rf orm~ncf' of ~·urk on 1 hi" proJtC'l, r-1.c~pl ini: l1uhil11 y 11ri,.iul,! f n ,m I ht> ,.,,It" ht' ,:I il!t"On· • 1f dt-s1,::n pruf h ,-iondl • • • DIETERtCH POST REORDER NO. 11'013 , JAMBOREE SIGNING AND STRIPING GENERAL NOTES -ALL STRIPING DETAILS REFERENCED ON PLAN ARE DETAILS SHOWN ON STANDARD PLANS A20-A AND A20-B. DETAIL 13 SHALL BE MODIFIED PER SPECIAL MARKER DETAIL HEREON. NO STOPPING [R 28 (S)] AND ALL BIKE LANE SIGNS SHALL BE MOUNTED ON METAL U-SECTION POSTS OR STREET LIGHT POLES WHERE APPLICABLE. ALL OTHER SIGNS SHALL BE MOUNTED ON WOOD POSTS PER CALTRANS STANDARDS. TWO SEPARATE COATS OF PAINT SHALL BE APPLIED PER SECTION 91 OF THE CALTRANS STANDARD SPECIFICATIONS, EXCEPT FOR 4" "SKIP" STRIPE PROVIDED FOR DETAIL 13. EXISTING STRIPING SHALL BE PER SECTION 59-2.03 OF THE SPECIFICATION. REMOVED BY WET SANDBLASTING CALTRANS STANDARD CITif OIF INl IEWl?OR"ii" ~IEA.C THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. APPROVED ----------------------------------------------------------- ----------------------------------------------------- -------------------------=----=---=---~--=--_----=-~-=----" n-----r-----•----::·-:::.-=--=-----=---=---=---=---~--= - - \ I I ! ( ~---------' --1 \ I I \J I \ I ISLAND LA GOON OR/VE -- --------- --- ------------------------------------ -0 ll' PASADENA 18181792·3096 ASIL Consulting Engineers ....,,f~.fus-c,~~u~~~E~.11~B=EN~N~~k~·~T!.-"""''~4~r~~~/---"E-~3~14~5~2~- SANTA ANA (7!4)250-5525 DESIGNED BY_~B~. ~T_. --- DRAWN BY J. o'c. CHECKED BY G. B.A. 4 / BB SCALE 111 = 40 1 PALM SPRINGS (6191320•4220 FILE NO. 76B,009 - ---- ---- --- ---------------------------- --·--- ---- ----~----"'-'------------ ., DATE BY DESCRIPTION APP'D, REVISIONS ----------~- -- ,--,• JAMBOREE ROAD SIGNING Si STRIPING BACKBAY DRIVE TO STA.43-1-00 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 8 OF 13 I I I I SC 2 "~~~-~ s z L E n 0 ;j 0 :.:J > '1 LJ z <:: < z G) z C ) ) L G1 z ~ I A)~ ~✓:!:. /JJ ...J /i-J;:} Cl) ---. S~NTA BARBARA DRIVE Con-.tructinn c-ontrac-tor a~rt't-~ thal in ac-rordanl't-.-.-iih l,.'.t•f1t•1~lh t1cn·p1i-d 1 .. n .. 1ruL·t1"n µr.er-1i,·t>5., l"on.<.lruc-t1on contractor will be rt-4u1red to a,-,u rnt" snit-i-rnd n ,mplt·lt-r.--.p11n,d 11111 \ f ,,r -- jr,h !>.ilt-t•;inditions during tht-("{.)Uf,;f;-of construrl L(lll v( !ht' proJl:·CI. Ult luduq.: ,Hf t-1\ ul till /Jt'f:,u)l'-Coliforr110 Cour,cil and propeny; that this n·4uirement shall he madt-to apply l·un1mu 1111,h 1111d nut ht' hmnt-d tu norrrud v,;orkin,! hour:., and cun:.11 uurnn c-on1nirtnr furt bi-r aJ.;rt't'i-10 c.lt"!enrl, 1ndt'r11nif~ 11.nd hold of Ovil Englnceu df,>s.i1=n proft-!>Siomd harmlf'r-:-frum Any and·aH lialiility. rt-1:il or i!llt•~t"d, in l·1mnl·t·luJ1l with 1!11: &lancJSUNCYOC/ prrf ormanc-f' of \,1,ork on lhi!-. pruJet·t, e>.:n·pt in~ lmhili1 y t1rii-inj! frurn I ht' .. ult· nt'J.:ht,:t·nct' 11f dblJ::11 pnJfh.!>iOOtiJ. DIETERICH POST REORDER NO. 113013 ---· - ---- ----- - -· -- ---- ---- - --- - --41 . -- ---- - -· - ---· --.- ---. -. -- ---. - -------5\ ----------------49 -------- ---- -------- -------- ---- ----- ------· - ---· ---- ---- --- /3 ~§l Consulting Engineers DESIGNED BY __ B_._T_. __ _ CHECKED BY _ _cG_B_._A_. __ SCALE DRAWN BY J.O'C DATE 4 /88 Ill = 401 - ---- - ---- ---- ---- 3 4 -----__ .- -----------· -------5'2 ---- ---- -------- ---- ---- ----- --- -- . --- ---- -- TWO SEPARATE COATS OF PAINT SHALL BE APPLIED PER SECTION 91 OF THE CALTRANS STANDARD SPECIFICATIONS, EXCEPT FOR .:,11 "SXIP 1' STRIPE PROVIDED FOR DETAIL 13. -- - SAN JOArtJUIN HlllS ROAD \ ---------- r.' \ ', ' \ \ \ \ \ Ii EXISTI'.!G STRI?I'.!G SHALL BE REMOVED BY WET SANDBLASTING PER SEC~ION 59-2.03 OF THE CALTRANS STANDARD \; l1 THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT j AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY .. , THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND I ACCURACY. I ~ 25C-55?.5 FILE N:J DATE BY DESCRIPTION APP'O. 768 009 REVISIONS APPROVED ~,{ ;)}. t_;i,:-u><,1iz,, (!;2.:2[45 }/290[ i TRAFFIC t:NGIN€cR DATE 1 JAMBOREE ROAD SIGN ING 8. STRIPING STA. 43+ 00 TO SAN JOAQUIN HILLS RD., CITY OF rJE\"JPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 9 OF 13 i 1 ' I . I ' -1 ) ::,. OJ m JJ t~o ~·I '\ II)_ \I\ ~&5 (:> ~z 'vi~ ½ DJ m JJ I --- • " • . . " " • • • . . . : • ! ' SANTA BARBARA DRIVE Cuns1ruc-1inn <'Ontrac-1or ai:rn:~ 1hs1 in accordann· A'llh J!t•nt-tatlh tu-,·,·JUrcl , .. n .. 1rul'l1u11 J,lrOMit-t-f.. c·on~lruC'lion contractor "'·ill hr rt'quirt"d 10 a,o,-umr r;.i,lt-rmd nuuplrlt' h•,.,h,n--1111111 \ l1,r --- jt"Joh ,;dt-t·1,nd11iona, durini:-tht C'our,.t-of ronslruc-tmn vr t ht' prujt-cl. 1,11 lud1111! ,.Nft-1,-ul aill p.-r,.un.. Cohforn!O (OJ()(~ end prupf'nr~ 1h111 1his rt-quirtmf'nt sh.ill be madt' to tippl~· runtinurn,,h 1111d nol 111• l1miu·d tu norm,! work.in)! houn,. a.nd cuni.11m·t1on runtrnrtnr funht-r t1g-rt't",.. IU dt-lt'nr( mdt-mni£) and hold OfOvll Engln~u dt-s.iP' pmft-eisirmal harmle-~2-from any and ·olJ liahility. rt-111 or allt"~t"d. in rnnm•("lll/11 with lht-eLandSurv~you ftt-rformanct-of \4'ork on 1hi.1. project, HC't'JU IOI! hehili1:,-11ri,.int: fr.,m I ht-.. ult" nt'~ht:l"nt"t' .,£ dt-S1~n P.rc,fn..,;i1)msl. ---- ------ -------· ------------- ---------- ------ -----49 ------ ---- -- -- . --- - ---- ------ . --· ---- ------ --- ---------- ASl Consulting Engineers 11~!1 t:f / L~--r.~-""'/' 31452 -;,w"'r'"L-,-L'°J Af-M,-,-'"E-. "B"'E"'N_N.,;E;,T~Te-"'=""=-=---R E---'==~- -- DESIGNED ev _ _,B:.:·..:T.:.. ___ CHECKED ev __ G_B_. A_.__ SCA.LE - -- ---· -------- 3 4 ---- . --· ----- -- - -- ------ ------ -------... ---- ------ ---· ---- ---- -· -· ----- -- SAN JOAQUIN HILLS ROAD TWO SEPARATE COATS OF PAINT SHALL BE APPLIED PER SECTION 91 OF THE CALTRANS STANDARD SPECIFICATIONS, EXCEPT FOR 4" "SKIP" STRIPE PROVIDED FOR DETAIL 13. EXlST::1G STRI?ING SHALL BE REMOVED BY WET SANDBLASTING PER SECT:ON 59-2.03 OF THE CALTRANS STANDARD SPEC::::F::::CA':':C~l. '• FILE NO DATE BY DESCRIPTION APP'D, ,..\ ', ' \ \ \ I I --_;,._ __ ----- CITY Of 1N1 IEWPOAli" IBIEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS ANO '· ACCURACY. DATE JAMBOREE ROAD SIGNING Sr STRIPING STA. 43+ 00 TO SAN JOAQUIN HILLS RD CITY OF ~JE\~PORT BEACH 12-5583 ::: DRAWN BY J.O'C. DATE 4 /88 )" = 40' 768 009 ~O,::;ETER~::,c;:H~PO::;;;S;T-;;R;;:EOR;:;:OER:;:-:.o;;-,-:,~ •• :::.,~,:-------------------------------------..!I...--------------------------------------...JL..:;::::::::.::.:.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.J..:::.;.::.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J.. ________ .;.;:._ ___ J.. ___ __::..:__::...:..::. ___ ...l_ ___ - REVISIONS PUBLIC WORKS DEPARTMENT SHEET 9 OF 13 I I '! I ,, ,I I ' - I I ( z n ~ '? -· ~ 2 ?; z o 5 ;;, n C 0 § ~ g JJ ~ ~ z 0 I ~ ~ .- ~ C::. C ' CJ JJ ~ z G"J z C < DJ r7l I 1··, ' INDUCTIVE LOOP DETECTOR SCHEDULE" I SENSOR UNIT CHANNEL DETECTOR i u,4' 45' ;i Ii ® ._, 12" SEC:TIDl.15 i fy\ / YELL To 1uo1c.1· I l·AI 2 2-AI 3 I-A3 (Ff/TL./fc) {E.l 4 4·A4 ·" t-------t-----+-------:_....,...- / 314-82 # 2 Z 5-82 3 314-.B4(FL/T) 4 S·B4{;:or.J 2 o I-AZ 3 o 2-A2 (E) 4 t:. 1,214-AZ {ADD4-A I 3-AZ {ADD LOOP) 2 o !-II 30 2-AI 4 o 1-S Io l·A4 20 2-.44 3 o 3-A4 (c> 4 t:, I Z ¢ 3 -A4 .3'8' 38' 4-AZ i RE-E 6'T-48c 16'# ///TER c oN' .,1/e-c r u/ ..57GAl4C: } -AT h'OTcC: £/4/T/rAA/C~ 0 °i ;{';~ -19 \ (TE.<JTAnv~ \ -=~-=-=:-:-:====::::::::i[\,::::::;;:::;;:::;:::;:;;::;;::;;=:;::;:~:;:;A::::;:::o ::;M.-=-· -:::;;'B::;O;::::::;:::R:;:::::;::::/Ei=E=====-==-=-=-:.:;:;-;====®=5~T£7/_nl.==7_n_r=:!...!' TT',r 'r=d.b=!...k::n=(I3~\-t~~@~I /_1A15:_A_LL_M_-c:_w_1r_9_~_o_A1 -,P()_t._13 _"'(p __ ,;,.:.:;1?/2 ..... w __ R_O_A_,O..,.., -- v -\J 11/z." IJ./TE<'.CDIJIJECT c.,-,z PAIR. 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" ~ ,..~ t-----,c c.~:-=r=_i=z=_=A~Z.------.8"11P(7---------------------<~------------8';,v~,,,,,----~h.H'1", _B--+¼----r· __ 8'':.4"~=J-' -ilJC----------------------+--+--+-----.:!Y/2~,'----------1 VACA1..rr B2 VA CA"1T i------------- ------<() t- V ' _ ¾-----_ ·,-----------., ""--------Al I I 56~€.J~;;f·f,fE.E r+· 1 ",:fi'::_!-;;~~:_J --r __ :_] Z-A! -----------~ ---~-------------------------------- "'-~,f'AJ6'ED M£DI/IJ./-/~'\ '-. ~-=--~--":---=:---~\!-~ 1:'. lr'J l_J_ L-t~-, --~:~~--,:~---:1~:~ -----1 ___ L __ ;:~--:~-------------------------~ ---·---a---------: -------------------- 3 I'-I I 1-'_.---l i-::~.:•--: ,: ! }-Al ~ ' \..:_,I D1.1R1JJC, YE.LL ,,::-.. >' ./ PR EC.EE DI l.16. \;::_) / A4 GfEEU . Q.,, / Sl?E£/J TD I/JDIC I \2 @ALL TIMES Q __ EXCEPT A4 ·' V Gl?EEJ/, (. YEL.t.. : !3£Fol'£ A 4 G.e,.' DETAIL "A' ___________ __, ------------l ~j~------------·--·--------~t-/+1--+:l-f--------HLJl-tt-1+--+--+----------'f-' _ -------------------------~-~--;-__ _,,,-___ -_:J[~( ~ ----E)(l5T/;/C, /"C, Z-{4~18) ~;--------DLC. IJ,J5TALL I-OLC ~ :-----: ,---~ i : t ' ~ rr-7 ..._ I I, I '' ' □ $,~£ Co.UST AloTE £l 6 /,,1/Tceil?At. c'ALL lltJ,Ll (',4PA8/t.lTY (O· 73/4 SEC) 0 VE/1/Ct.E ('()f/A/T (),dLY, ,Vo tJt/1/"//T To ,P/IASE ------3-tt-·w_-------~~--~~----+\-----------lfJ>----1'11. -',.J--..J.+--1:'---------_.::+!Rj:=-+ : l' , __ -----",<•; -~------------------3~0>-.. -w-j1---><-)-+------+--_ -_-_-_-_-::::::.::.----1 ~ -------------'<t l ___ J L~'~ i /A i 1 ~. -------------------= -----+~~7 v-· 't :-----: :----~ : t--I ~ I ....... 4 CB : : : ,'\..L..! ' I ---,; 8 CflAAl,A/ct. S'EOf/EAITlAt. SC,4..</,,(1/#t; -:::: I I ' I ' :-Ii I (_11 'I ' : I: '<J' -"\t-, _____ 1 \-:::I I ! -----------------~--_a:) :s ----t ~ V I ::: ')-~ t,""J ~ ------·--·---·-· ------· +~-------------~o"sJ ________ '_, , 1 : : : I I I ' I I I I i[_,LLl ' i •r-, I : I I I 'I ' VL!...~ I ---- ADVANCE DETECTIOAJ FOR SA/J JOA Qt.I I A/ > /./ILLS ,ROA'O V ~ y--{ 1-----:,.,., : ,"•Al : 11 ;. "---<.. <:~ I ' ~ I ( ·~-1-----------+ _t~ "S----~ ,.., ,~CJ ~~ :y i --~ A~,'_jj:::====-===⇒··~ ======:-===-===--=---=---==:t::::=_ +=+===-====-==-:= EJ./ST I" C, Z-{4u/8) DLC. L__j □=□ fF. ___ ~ : +----// \ TE,:'.":.;,t'====A'.:'.:::4~P~_L:;:;•~•.,,c;!•~,:;.:::i,:;::;::;::;;::;:;::;:;:;:;:;~e:;=:;;;::;:~w:===;,";:~-=="1'==:Z:r,o-,'-==---~<:)T_T° ___ -_________ 1 .., ------------! CONDUCTOR SCHEDULE 6 CONDUIT RUN NO. CIRCUIT Al 3 3 3 3 3 AZ 3 3 3 3 3 A3 {FL/TL/£E) 3 3 3 3 A4 3 3 BE! 3 3 3 3 3 B4 CFUTLIR'E) 3 3 3 {p Al•B2 K( 1Uf/./ A 2 2 4 4 A2 P C.Fi./TURE) 2 z. 2 2. 4 4 H/4 A4 f' 2. 2. z 2 2 z. 2 2 2 z A2 f'f'B {F//TLl.fE) I I I I I 2 2 A4 Pf'8 I I I 2 2 I I I I I f'P.B {'oJ.AMOJJ I I I I I 2. 2 //SNS I I I I I 2 2 FIRE STATIDl.i f'RE-E.Aiff. -3 3 3 .3 .3 (p {p J----a,-.:..Tt..::::CJ..'..T,.:...A.:..:!.=-----!--=2:..::o=-4-.:::.2.::::.i?-1.--.::.Z::::{p+.=-Z 2.=-4.....:2::.:2"'4.....:5::.7:...+....:5::.7'-+--l-----r' SIG J 115/JS CO!.l.>.ID/.1 I I I I I 2 2 LUMIJ.IA!EE 2 Z. 2 2 2. Z Z T()TAL 3 3 I ,rf. 2 • Al 3-AZ /-A3 {Fb'Tt/Rc) I 3-A4 3 415 ii&-/32 3,4, ii 5-134 {FdT.) 3 3 <..) cS 1-S -I. TOTAL DLC 3 4 !J/TERCOAliJECT L'A!3LE I I CONDUIT SIZE 2'{AR 21z" PERCENT FULL {Aff'l!ox:, 6 $€c COA/ST;f't/CT/Oll /4/aTc 15- '1!'-ti.SE CIUIOGA COAITROLS .3~ 3 3 3 4 4 2 2 2 I I I I I I I I I I 4 4 2 2 3 3 3 I >f I ., lo I 3 15 I I 2 3" Z" Z.·3" Z-3" i"on,.,1ructinn c-ontrartor a{;r'-'t'" that in eccordanvf-..,-uh 1!~·111·1t1ll_\ iHTt•ptt-tl , .. 11 .. lnff\1,,n prtH11l"t'~-t'On!-trurtion contrac1or will Cw rt>4uired to a .. ,unn-bolt-,11mJ (·nmplt-tt-ft'-.p11n,-1!11lil\ l11r jr,h ...itt· l"ftnd11ion:. during the rour:-.t' of r:onstructmn uf tht' pruJt-Ct. 1111 llul1111,! :--<1ft't~·uJ till JJt'f'-U!l• o.nd prHprn;>: 1ha1 th1!i-rt-quirement "hall be m1:1dt-10 tippl_\. nm11ni1n11.,1_, 1md_nn1 ht' limia·d tu nortnll! workinj! huun,. and cun,-11 u uwn ,·on! nirtnr f llrt !u-r il~Tt't':-lo <.lt·h· nri. mdt"mnif~-and huld d£-:.ii::n pmft-bs1onal harm le;.:. from ,iny and ·all lia.l1il!ty, r,n1l c,r 'allt•gt"d. in ninm·t·llon with t!w JJt-rfc,rm;:mce of wur~ on thii-. prnJerl. el.ct-pl mt-; lmhiluy tiri:-ini.: from th"' .. olt• nt"l,!lij!t•nct" ,.f design prufn:-.innc1l • Coiiforn10 Council ofOvll Englnccu & land SuNeyou 1 . 2. 3. 4. GENERAL NOTE~~-□-CJ ~',~~?~~~-----~--;J~------r[f~':\~:---,-~~~--. --~~~--"i{6./',,/fz) -d --g/;'<· '{~J /:;;-;L1~;co;;14 IA/TE;f:CO//NECT, c-(4"!8)DLC. 'LI\-) ---inr-:Q'.~t;Jil~tir t, 0 STANDARD LUMINAI:~ LE 11 S :~ H ~~iN~~ ~ MOUNTING PED PUSH BTN. J------Td------ ALL WORK, EQUIPMENT AND MATERIALS SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND STANDARD SPECIFICATIONS, DATED JANUARY, 1988, THE SPECIAL PROVISIONS AND CITY REQUIREMENTS. UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING ANY WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. CALL UNDERGROUND SERVICE ALERT PRIOR TO CONSTRUCTION. SEE STANDARD PLAN ES-1A AND ES-1B FOR SYMBOL AND ABBREVIATION LEGEND. THE CONTRACTOR SHALL MAKE MODIFICATIONS TO THE CONTROLLER ASSEMBLY AS NECESSARY TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THIS PLAN. CONSTRUCTION NOTES REMOVE AND SALVAGE EXISTING 26-4-70 SIGNAL STANDARD AND APPURTENANCES. FOUNDATION SHALL BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. SIGNAL EQUIPMENT NOT DESIGNATED FOR RE-USE SHALL BECOME THE PROPERTY OF THE CONTRACTOR. REMOVE POST. BECOME AND SALVAGE EXISTING PEDESTRIAN FOUNDATION AND CONDUIT SHALL BE THE PROPERTY OF THE CONTRACTOR. PUSH BUTTON REMOVED AND RELOCATE 26-4-70 SIGNAL STANDARD AND APPURTENANCES TO NEW LOCATION SHOWN. EXISTING FOUNDATION AND CONDUIT SHALL BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. CONTRACTOR SHALL USE NEW ANCHOR BOLTS AND NUTS. ESTABLISH TRAFFIC SIGNAL INTERCONNECT WITH CONTROLLER AT THE HOTEL ENTRANCE. REMOVE AND REPLACE 1-1/2" CONDUIT DAMAGED OR REMOVED TO FACILITATE ROADWAY CONSTRUCTION. THE EXISTING 12-PAIR, ~19 CABLE MAY BE RE-USED IF IT CAN RUN CONTINUOUS FROM CONTROLLER TO CONTROLLER. OTHERWISE NEW CABLE SHALL BE FURNISHED AND INSTALLED. 0 CONTRACTOR MAY RE-USE UNDAMAGED EXISTING CONDUCTORS IF ~ SPLICING IS NOT REQUIRED. SPLICING OF CONDUCTORS WILL h'¾ NOT BE ALLOWED EXCEPT FOR SIGNAL AND LIGHTING COMMONS ~ AND DETECTOR CONDUCTORS TO DETECTOR LEAD-IN CABLE "'::, CONNECTIONS. ALL SPLICES SHALL BE IN PULLBDXES. RECORD ~ INFORMATION IS NOT AVAILABLE FOR THE FIRE STATION AND ,"!, POLICE STATION ACTUATION. THE CONTRACTOR SHALL f,,,;_ MAINTAIN THE EXISTING FIRE AND POLICE ACTUATION. .,,J RECORD INFORMATION DOES NOT SHOW SENSOR UNIT AND CHANNEL ASSIGNMENTS FOR DETECTORS 1-82 AND 2-82. DETECTOR 6-82 IS DISABLED. THE CONTRACTOR SHALL PROVIDE NECESSARY CONTROLLER ASSEMBLY MODIFICATIONS THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ' ~ I/ 1: lrtft-r ! r-,,_] I!~~: I 17;=1 DETAIL "A" No. DESCRIPTION SIG. M.A. LUM. MA (CUTOFF TYPE) LEGEND VEHICLE PED TYPE PHASE !~~ 1 _ !, , l _, , ---' ·-------• i ~:· ~·-1, ~, TY;: ~~~~:·)(NJ ~-i_z· zso w_11_f"sv TV--I _-55;_;'.; : 8 ~4 POLE LOCATION EXIST. EXIST I__ ii :· ··1 ,----7' ~--! 3 PPB PD5T - - -----13 62 •I I ' : : .. :r< :, :_ __ J L _____ _, 4 PPB P05T {RS) -----"-CR51 - D 0 ,I "' ,l ( ~ -lK/ SV·l·T (f MA:5 [P) , : r.:-s,:titllll-1 --:----J:::;:::l::j.,oi,il POLICE c> 29-5-70 (30~{/J) 5D' /./) 15' LIJ) 25Dw I-IP5V (R) Sa.nfaBarbara. sV-2-TIR MAsf.e' SP-1-T{f.) B IJ,J) !32. SEE. : 111 I ' r------7 Y-( -lo STAT/Oi.l IP 2.4-4-70 (30'J 35' 15' -ll zso w 1-/PSV 5V-/-T MAS RCl;EIFAI ~~+1 !~~~~2 L;f:if~: ~--< :: ~ :~x(l~r) 3_01 1_s_'"-205oo_L_UMEIJS Santa.Barbara s:/-~ M_As SP-_,-_r ' 1:f2 ! ! ' O - EXIST. E :t.l ST. 6 141 I , 12' Sok' ' I I I I I I ' ' ' I ' , ' ' ,, .. ,, ,, ,: ,, ,, :, " ,, ,, ,' ,: .. ,,r ,, ,, ,, " " ., ,, ,, ,, ' ' I ' I I I ' I I I I I ' , I :i I IIJ,,'! i r-: t 0 ,:;~ I , , ~ 6 ALL Ec?Ulf' EXISTIJ./C'; EXCEPT AS N'OTE£J tJTll6f'W/,5'E. ( /e. (J.I) = 1/EW, { R)• lf'EMtJVE ,;t ,{'Ei.OC4Tc, 'i-'j~, ! I ~ I lie SI/ORT .RADlt./S DAVIT-TYPE LdMI/.IA/£'E MAST ARM ( JJ/IVIT R,4D/US A/OT TO E,fCEED -30'). { RS) :,{'EMO//E 4 5ALYA6E ). ,, i <-le' !Z' : I ' 1 0 $?,EC/,4L RED l"USII .8b'TTcJA/ w/ 8/CYCLe 5'YM80c., MESSAt:;E ,4/./D ,4,f',R'cJW. I I 7~•· •1Ji%, - PHASE -FUNCTION -SEQUENCE DIAGRAM NEMA PHASE DESIGNATION FUNCTION TYPE COORDINATION FUNCTION FUTURE Al A3 s s ACTUATED ACTUATED FUTURE <I-PED-{> <l-- A2 DP SYNC. PHASE A4 B2 B4 DP DP D ti:rR1fi= ACTUATED ACTUATED SEQUENCE WITH CALLS ON ALL PHASES ~~l Consulting Engineers OARCADlA □ SANTAANA <== ... ,J. ~~-1::---/'-'-...,..,=-:-=-c==--------R.C.E. 3 7 925 GAROLD 8. ADAMS 0 PALM SPRINGS 0 RANCHO CUCAf!.ONGA □CAMARILLO (818) 447-44-94 {714)250-552!:" (619) 320-4220 OES:GNicD BY_~G~-~B~-A~-~ CHEC!lED BY_~G~-~B~-~A~-_ J03 NO. ..---.---.----------...L:o:'.:a,c::.:"IN::BY:.:::;::::G='.. J~_=.B=. =.J..o;;:'.:sra:'..::===~5::·:::B::B::;::=-L---:,l_".:,=_2:.'.;:o'..'==.l.--:;7 to~.8:.;,;. o::,:o:::_9;:_,_-.. JAMBOREE ROAD TRAFFIC SIGNAL fVlODIFIC,1J.TiOf\J SANTA BARBARA DRIVE DATE BY DESCRIPTION APP'D. r'Tf\1 ½,1. ~ '"""'"" .... ,~-~l''";f'la'"' .... ~""'(t"~~ u.:1, ~,;~:\_.>.J:{~ ::,:::,.-___,.:" REVISIONS PUBLIC \l.'ORi:S DEPARTME!\JT SHEET IO 0' ! z; I.,; I i I ! j ! 1_1· ' I I 1 J II ii ' ' ~ [D m JJ = 0 ~ JJ ~ ~ z G1 z C < INDUCTIVE LOOP DETECTOR SCHEDULE' SENSOR UNIT CHANNEL DETECTOR I /·Al VACAi..rr II I 2 2-AI 3 I· A 3 { F l/Tt:lfc) I? E • E 6' T.4.dc / ,5',t,/ /N'T.cRCON' A/c'"C T Jo/ .5'/GAIA't:: AT H'OT<!:t:: E,</T/?,4,</CE, 0 4 4·A4 I 3i 4·82 2 S-82 3 31-4·.84{FL/T) 4 S·f34{rOT.) 2 o I-A2 30 Z·AZ ·l--~-----=~~----4 (E) 4 6 /Zt4·Ae [AlJD4:&_ ,, 4 ii 20 /·,I/ 30 z-AI (El 4 o 1-S Io l·A4 ,, 5 zo 2·A4 30 3·A4 46 1.21-3 ·A4 a SEE C'o,UST. Alt'TE 6J 6 l#Tet$/?At. C'Att. l/'1llJ{',4PAB/t.lTY {0·73/4SEC) 0 VE/1/Ct.E C't'tl/4/T .17,d/Y, /41.:, '1l/T/7t/T To /"IIASE .:i 8 CH-4;.t#Et. .5'EQl/£A/T7At. S'C//A/AI/A/t, ------------1 _________ _. CONDUCTOR SCHEDULED. CONDUIT RUN NO. CIRCUIT Al 3 3 3 3 3 AZ 3 3 3 3 3 A3 {FL/TUfE) 3 3 3 3 A4 3 3 3 3 9 B 4 {FUTl/.ec) 3 3 3 t,, {p A/•82 KT1U!'l1 • Z 2 4 4 A 2 P l FtlTUR.E.) Z 2 Z 2 Z 4 4 614 l--'A-'-4'-'-f'------i----+-::::::--+-'=2-+-'=2'--l-'=2'--1---"2'--l__.2"-'l--l-- BZ ,P Z Z 2 2 2 A2 f'P,8 {rt/Tl/RE) I I I I I z z A4 PPB --I I I z z B2 f'.PB I I I I I 1. 2. 3. 4. ,P,Pg t'oMMO)/ I I I I I 2 z I I SAIS I I I I I 2 2 [2J Flf?E. STAT/OJ.I f'RE •E.AAl'T'. -.3 3 Sf'ARES 3 3 .J (p 1---------1---+-~1----1---4---1----1----1-.-. -1---<' ~-1---,:.Tt...::O:..:T✓..:.A..:.:L=-----+.::Z::.:0::..4-,..::Z.:::::0-4-..::2.::={p~.::.Z.::.2-4-.::.Z.::.Z-4,...::::5.!..7-+-"5='...7.!.....1----1----t' St6/IISN5 CDAl.11.Dll I I I I I 2 2 ~ 10 t--=L""U.C..C:M"-'1.""'/J.""~"'' e~£=---+-'2=--+-"'z-+_2.=-+--=2=-+-=2.=-+--=z=-+-=z'-1---,1-----, rtJTAL 3 3 It e · At 3-A2 /-A3 {Ft/TIIR6) I 3-A4 34.15·!34{~,!/T.) 3 3 Jel-4 ·A2 1-S TOTAL OLC .3 4 J.A/1!:RClJIJllECT eABL£ I I CONDUIT SIZE 2'tAA 2~" PERCENT FULL {Af.PRtJX) I:::, SEE COA/87,{'L/CT/OA/ HOT,: l.5', ii'-us~ CAPOGA CO;./TROt.S ,3 3 I I 3 I,, I 3" 3 3 4 4 2 z 2. I I I I I I I I 4 4 2 2 3 .3 I "" I ,:, I .3 /.5 I z 2" 2" Z-3" Z-3'' t'uns1ruction C'Onlrector a&::ft't':-that in atC'C'ordan1·t-•••llh ~rnt-111II.\ 1t-n·,·p1t·cl .,,11 ... 1nu:1tun pranirrt.. n1nJ.truc-t1on conlf8C'IOr will ht' rt'quiriE"d to 8:,,)1,,um.-,.,,It-11nd nin1plrlt' rt-,-p,an,-1lul11 \ 11,r jr,h ..i1t-n,nduion• durinJ! the, c-uur"t-uf C"Onstruc-1 ion of 1ht-11ruJt-t·1. 1111 lud1111,: ,..ttft'IY uJ .till IJ't-r,.un .. end propf'ny: th111 thu, n~uiremf>nl shall hf> mttdt-to 11pply ,·un1in11ou:--I~ 1111cl nol ht· hm1tt-d tu norrn,I v.·orl.in~ huur:.. and cun1-1rut·t1un ,·ontntr·1nr fur1lwr itJ!ft't":-lt1 c.h•lt-mi. indt"lunify 1tnd hold dlf"i.ipl µrufra.11oinruil htffmlf'!l,..to from any and ·all h.ahili1y .. ft't1-I 111 'ellt'.:t'd, iu ,·,,nn,·c.·11011 with lht' prrlirmanrf' of 'A"Ofk on this pruJrrt. r.s.r.rp1tn!;! lu1hil11y ari,-in~ frum I hr ,-olr nt"~htt'nl'r 11( dt-i.11::n pn.,fa-,,3,ion•I. -• • ~ ·--•-., -· -·-'" ----· - DIETERICH POST REORDER NO. 113013 0 California Counc~ ofOvll EnglnNII &Land SU!W1JOU rJAIVIBOREE ALL WORK, EQUIPMENT AND MATERIALS SHALL CONFORM TO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) STANDARD PLANS AND STANDARD SPECIFICATIONS, DATED JANUARY, 1988, THE SPECIAL PROVISIONS AND CITY REQUIREMENTS. 0 UTILITIES SHOWN ON THESE PLANS ARE CORRECT AND ACCURATE TO THE EXTENT OF AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR, HOWEVER, IS REQUIRED TO TAKE STEPS TO ASCERTAIN THE EXACT LOCATION OF UNDERGROUND FACILITIES PRIOR TO DOING ANY WORK THAT MAY DAMAGE SUCH FACILITIES OR INTERFERE WITH THEIR SERVICE. CALL UNDERGROUND SERVICE ALERT PRIOR TO CONSTRUCTION. SEE STANDARD PLAN ES-lA AND ES-18 FOR SYMBOL AND ABBREVIATION LEGEND. THE CONTRACTOR SHALL MAKE MODIFICATIONS TO THE CONTROLLER ASSEMBLY AS NECESSARY TO PROVIDE THE SIGNAL OPERATION AS SHOWN ON THIS PLAN. CONSTRlfCT!ON NOTES REMOVE AND SALVAGE EXISTING 26-4-70 SIGNAL STANDARD AND APPURTENANCES. FOUNDATION SHALL BE REMOVED AND BECOME THE PROPERTY OF THE CONTRACTOR. SIGNAL EQUIPMENT NOT DESIGNATED FOR RE-USE SHALL BECOME THE PROPERTY OF THE CONTRACTO~. REMOVE POST. BECOME AND SALVAGE EXISTING PEDESTRIAN FOUNDATION AND CONDUIT SHALL BE THE PROPERTY OF THE CONTRACTOR. PUSH BUTTON REMOVED AND RELOCATE 26-4-70 SIGNAL STANDARD ANO APPURTENANCES TO NEW LOCATION SHOWN. EXISTING FOUNDATION AND CONDUIT SHALL BE REMOVED ANO BECOME THE PROPERTY OF THE CONTRACTOR. CONTRACTOR SHALL USE NEW ANCHOR BOLTS AND NUTS. ESTABLISH TRAFFIC SIGNAL INTERCONNECT WITH CONTROLLER AT THE HOTEL ENTRANCE. REMOVE AND REPLACE 1-1/2'" CONDUIT DAMAGED OR REMOVED TO FACILITATE ROADWAY CONSTRUCTION. THE EXISTING 12-PAIR, #19 CABLE MAY BE RE-USED IF IT CAN RUN CONTINUOUS FROM CONTROLLER TO CONTROLLER. OTHERWISE NEW CABLE SHALL BE FURNISHED AND INSTALLED. CONTRACTOR MAY RE-USE UNDAMAGED EXISTING CONDUCTORS IF ~ SPLICING IS NOT REQUIRED. SPLICING OF CONDUCTORS WILL "' NOT BE ALLOWED EXCEPT FOR SIGNAL AND LIGHTING COMMONS ~ AND DETECTOR CONDUCTORS TO DETECTOR LEAD-IN CABLE ' CONNECTIONS. ALL SPLICES SHALL BE IN PULLBOXES. RECORD~ INFORMATION IS NOT AVAILABLE FOR THE FIRE STATION AND ,"I, POLICE STATION ACTUATION. THE CONTRACTOR SHALL f,,,;:_ MAINTAIN THE EXISTING FIRE AND POLICE ACTUATION. ..,,, RECORD INFORMATION DOES NOT SHOW SENSOR UNIT AND CHANNEL ASSIGNMENTS FOR DETECTORS 1-82 AND 2-B2. DETECTOR 6-82 IS DISABLED. THE CONTRACTOR SHALL PROVIDE NECESSARY CONTROLLER ASSEMBLY MODIFICATIONS I I CITY OIF NIEWl?ORii 1811EACIH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT ANO ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND Ii ACCURACY. • ~) APPROVED ~IY' 6:lnU',,{/rh">-.._ C i.W45 "RAFF/C ENGINEER I I C JZ ,.., ' •. r--~f:C"-1 1 I II ~~nl II II II If II I II I ' t,,4' 38' soJ'z' , ' ' ' ' ' ' ' ,, ,, ,: ,, " " " ,, ,, ,, ,, 7t,,', i ' ' ' 45' IZ' l ' ' ' ' so/¾. i I . , .. POLICE STAT/DA! ---·-1--._ VACA/JT 2 IA {JD'J 3 PPB PD5T 4 PPB POST (RS) 5 29-5-70 (301(/.I) 24· 4. 70 {30') 82 ROAD © ,. 0 © t2' 5€C:TIDU5 I YELL TD 1110/C. DuR1tJ,, ~EU. Pii?EC.EED/IJ6 A4 GREEIJ e ,}' BREE JJ To IJJ01C @ALL TIMES Q EXCEPT A4 Q_..,<--GREEJI, t Yea !3EFoRE A 4-6,(, DETAIL "A' ·---·-------------1 1----------- ---- ---- 4 ·AZ fTI ! I 12-AZ LL.! 1-----=-::::··=-·::::··:_ __ 1,:_·'_....c-:::··:.:;--::::-·c.. i ,-,., 1 I I I i:111-A"" I I I I '- I ,!..2_] --- - • --- - ------· - - -l'---------------) rr, l : : [ Z-J/ l I I I ---------------i-i.:------------- 1 r-i-1 / - • ' 111 1 N ' ,:J".I,;:....._ V ,. , ----E)(l5T/;./~ /"C, Z·(4"15) ~•-------------DLC. ll./5TAll I· OLC 4 CB I, , ifl ~ '' ' '' ' '' ' !..L.l ( I ,-,---y I I I I : I: i l~,,Ll..1 ' l-----7Ei------ ADVAAICe oerecr;ol,) FOR .SA/J JO,qQlJIJ./ /.lllL..S li'OAO MOUNTING PED. PUSH BTN. POLE LOCATION VEHICLE PED TYPE PHASE 5D'(iJ) /S'''b.1) 25Dw HP5\/ (It.) 35' 15' 11. 2.50 w HPSV TV-I <KJ SV-l·T /f Sa.n+a Barbara. sv. Z·T ,e 5V· l·T 30' 20.500 LUMEr.!S Sa.ma. Barban:t SV-1-T SP-1-T SP-1-T SP· 1-T{f) MAS MAS SP-1-T e, A4 EXIST. EXIST. B B 62 B I IJ' 132. SEE EXIST. EXIST. 18 IA (ID') TV-I e, I 6 ALL Et;UJI' E.¥!5T/,(/q E.fCcPT AS N'OTELJ arHc<'W/.f'E. ( te. (,</) • /./EW, {R)•lfEMOVE I REt.OC~Tc, llf SHORT /<',4DIOS DAVIT-TYPc LllMINAIRc MAST ARM ( DAVIT R/ID/t.lS NOT TO E,fCEcD 30'). 0 $/'EC/,4,!. /?ED PUSH .it.lTT0,1./ w/ 8/CYC't:£ 5',YMBO<!., ME.SSAG€ A#D ARROW. DATE BY ·, I DESCRIPTION REVISIONS PHASE -FUNCTION -SEQUENCE DIAGRAM NEMA PHASE DESIGNATION Al FUNCTION TYPE s FUTURE t;, <I-PED-{> ___ / <]J--- FUTURE A3 A2 s DP A4 82 84 DP DP D COORDINATION FUNCTION ACTUATEOAc:TUATED, SYNC. PHASE i?J~CE ACTUATED ACTUATED SEQUENCE WITH CALLS ON ALL PHASE.$ ' A~l Consulting Engineers □ARCADIA C SANTAANA (818)44,...... • (714)2!50-5525' r, (619) 320-4220 !} 0 PALM SPRlNGS ..--= ____ \J._\"'::>_~_._C;.., __ I __ -_____ R.C.E. 3 7 B2~ 1 □ RANCHO CUCAMONGA (714) 989-8983 I • ;i GAROLD B. ADAMS Dcs:GNmGY_.ea"-.-"8'-'-."'A~. _ DMIINfN_~G=. J~-~tl=. _ APP'O. CHECKED fN_....,,.G'-". 8"""'A"-.- OIO'E 5· BB 0 CAMARIU.0 (ll05)"™'344 ~ JOBNQ 768.CJO':J JAMBOREE ROAD TRAFFIC SIGNAL MODIFICATION SANTA BARBARA DRIVE CITY OF NEV/PORT BEACH R-5583-S PUBLIC WORKS DEPARTMENT SHEET 10 OF 13 i I I ) ~ ~ i l ~ 9 LS '.:J ~ i m I / ' I 0 Q C 0 2 < z C ~ii )> ~ :§: \S\\L G) z C II $'. ij\ El " i ' ~1 _l._.,• I I>. <:: < L G) 7 1 2 3 4 ' 5 6 TRAFFIC CONTROL GENERAL NOTES NO WORK REQUIRING TEMPORARY LANE CLOSURES SHALL BE PERFORMED PRIOR TO THE APPROVAL OF A TRAFFIC CONTROL PLAN BY THE CITY OF NEWPORT BEACH. THE TRAFFIC CONTROL PLAN SHALL COMPLY WITH THE CALTRANS WORK AREA TRAFFIC CONTROL HANDBOOK - LATEST EDITION. NO LANE CLOSURE FOR SOUTHBOUND JAMBOREE 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 THAN 24 HOURS. ALL STRIPING FOR TRAFFIC CONTROL SHALL BE TEMPORARY STRIPING TAPE AND SHALL BE FIRMLY ADHERED TO THE EXISTING PAVEMENT. STRIPING TAPE LAYOUT SHALL CONFORM TO THE STATED DETAILS SHOWN ON CALTRANS STANDARD PLANS A20-A AND A20-B. _E%/STl,V6 Ct/RB f t,t/TTER TO REMAl-!:7_ JOIN E%1STIIY6 STRIPE AT 8.C. cg CD TRAFl'IC CONTROL PLAN NOTES EXISTING STRIPING TO REMAIN IN PLACE. SANDBLAST EXISTING STRIPE AND REMOVE EXISTING RAISED PAVEMENT IlARKERS IF ANY. PLACE TEMPORARY STRIPING TAPE PER NOTE ON PLAN OR PER CALTRANS STD. PLAN DETAIL AS REFERENCED ON PLAN. ; ; PLACE SIGN PER CALTRANS TRAFFIC MANUAL. TYPE AS NOTED ON PLAN. PAINT TRAFFIC LEGEND PER CALTRANS TRAFFIC MANUAL. PROVIDE, PLACE AND MAINTAIN 42 11 HIGH REFLECTORIZED DELINEATORS@ 50' O.C. - ,,; ---=~-=-~:-=-:=---_--===-~---=---=~--:..~_3-~:.=_-----=~-=-~:-=-==---_--===-=----=-===-3=4=-=-_----=~-----==--__ --=--_,=---_ -=~-=--=--l3f--5==---_--====-~--_ --==----____ ,;i:_-_:3+6'..___ _ _ _ __ ~ l~t:==_= __ =_:::::::t::~£:..---~ - - - - --=~-------=~3'l_,7 ----- ------------------------ Cun.;trucllnn contrnr1or agrt'ts that in acc-ordann· .,..·11h i,:t·nt·utll\ 1ff1•l•p1.-d 1·1111,-1rucl1"n µrnnin:s, t·onstrurtion contractor \••ill bf' rt·quired to a:,;1-um" solt-~nd 1·11mph·1t· n•,-p11n,-1luhl_\· lur jr.h :-.i1t-l"11nd1tions durin~ the rour:--£-of ronstrurt ion of tht' prujt-t·t. indudiut,; "'Mf t'IY uJ Hil 1 .. wrsun~ California Council and propeny: that this rt-(.Juirement shall be madt-to l:!pply c·un1inuou,,j:, 111ul not ht' ltmitt'd tu normz1! workinl! hour!!, and cuns1tut't1on rnnirnctnr furthn agrn•,-10 dt-lPnrl. indt'nrnif:, and hold ofOvil Englnccu de-s.i,:n prnft>i.sirmal harmler,,,. from any and ·a!J liahility. ft'<:1! or alll•gt'lC in rnnm·t·tion wi1h tht' &landSun,cyou pt'tf ormance of \\.·ork on this projet·t. eXN·pl int,; li1:1hili1y uri"'in~ frc1m I ht> ~ult' nt't,;lij:!t'nt't' 11f dt'siia:n , prufH.siomil. • • DIETERICH POST REORDER NO.113013 CITY OF NIEWl?ORT lBIEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. 9/2.9 /88 □'.,\TE --~ -____ -__ -_ ·---- --... -- A~l Consulting Engineers ~ R. E-~31~4~5=2 __ DESIGNED Bv_B""-.T,... __ _ CHECKED BY_~R~-~K~--SCALE DRAWN BY J.J .T. DATE 4/88 I" = 40' -----... ----4(} -- -- --. -- PASADENA t.8181 792-3096 SANTA ANA (714) 250-5525 PALM SPRINGS (619) 320-4220 FILE NO. 768.009 -- DATE BY //ARIES COAISTRtlCTIOA/ .i"OAIE 8 I l · ; ' ! !'°"'\ ; ~j DESCRIPTION REVISIONS .5' MIN. SECTION A-A N. T. S. ---- 17 I ! I I ; I u --------------- APP'D. P OETA/L lJ ----7',...E%/STIN6 /f,1/SEO NEOIAAI JAMBOREE ROAD TRAFFIC CONTROL PLAN BACKBAY DRIVE TO STA. 43-1-00 PUBLIC WORKS DEPARTMENT SHEET 11 OF 13 -" z !" 0 " =n 0 ;:-! m m JJ -· '-----....J I , I I , I I D -2 :i -s 0 ::1 L 1/1 ~ :::: ~ ~ ) 0 ~I ~~ I:'!:.\ z Ii\) C l< (/\m m JJ 0 JJ 1" < z GJ z C s.'. OJ m JJ f_=;c_ ___ _j I : I ~ ,; z I 0 0 r 0 JJ " n -~ D ~ ~ " ~ □ -u rn D 2-; " ~ rn er z ' ' z o GJ C z 2 < D z rn C " □ C ;:c ' ·-/JJ ..J u -- -- -- --- -- ------- -- --- ---- -----------------· -·· --· --· -------------------------------------~----------=.=-:__------- - ---=---''---____ ----- ------49 ----------------------------------- J\) --- --- ----------------------- 5tJ,tJ' T4PER tENGTI-/ r4~"/;t-) A (SHEET 1 ll \ ---' ----,----" ! "~J I I l " " S/41NT/41 D/4/ND/41N/41 DRIVE --- I i'm\J?l7YC COHTROL PLl\IT liQ'l'IlS EXISTING STRIPDl'G TO REMAIN DI' PLACE. SANDBLAST EXISTING STRIPE AND REMOVE EXISTING RAISED PAVEm:NT lll\RltERS IF ANY. PLACE TEMPORARY STRIPING TAPE PER NOTE ON PLAN PER CALTRANS STD. PLAN DETAIL AS REFERENCED ON PLAN.. , ; '! OR [fil PLACE SIGN PER CALTRANS TRAFFIC MANUAL. TYPE AS NOTED ON PIAN. PAINT TRAFFIC LEGEND PER CALTRANS TRAFFIC MANUAL. PROVIDE, PLACE AND MAINTAIN 42" HIGH REFLECTORIZED DELINEATORS@ 50' O.C. - ------50 ------------------------ --· ------------------- $' SCALE: !"=40' J( SEE T,P,4,t,"/C C?'NTR?'t 6EAIERAt NOTES ON 5h'EE.T // ------- ---------- funstruction contractor agrt'ts that in ac-cordann· ... -11h ~(•nt-111ll.\ ti.tT,•ptrd ,·11n,-1ru~·t11,n J..lT.iH'lll"t'S. t·ons1ruction contractor_ will be rt-qllired 10 as~umt-~olt• tind n1mplt•lt• ft',.pun:-.1lt1h1 ~ (ur joh sitt-t·ond1tions during the course of construction of 1he prujt-ct. indudin~ l-.tft'IY of 111l µnsun~ end propeny; 1h111 this r£>4uirement shall he madt-lo tipph· c·ontint1uul-l\' 1111d no! hi: limilt·d 10 no~I v.·orkinl! houri., and cun::;uuc:11on rnn1rnc-1·nr fur1hn ~g-rt't'l-to dt-ll.".nd, indt-mnify and hold dt-s.ii::n professinnal harmles~ from any and ·alJ liahility. rt-1:11 or allt·~t'd; in ,:unm·c·1ion with tht' J>t'rformanrf' of work on thi~ prujet·t, eX<'('pl ing liahility ari~in~ frum I ht' ""It' nt-~li;::1:nn· of df'sii:::11 CITY OF NIEWPORT !BEACH THIS PLAN IS SIGNED BY THE CITY OF NEWPORT BEACH FOR CONCEPT AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY. THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND ACCURACY. ~Sl Consulting Engineers prufhsioniil. • DIETERICH POST REORDER NO. 113013 California CoUliCU ofOvfl Englnccu El, Lond SUl'W\/Of/ APPROVED ~ !PJ ~/,.._ C.22045 T-'c4FFIC ENG ✓NE€"R DESIGNED BY_-=8..:..T,:.:· __ _ CHECKED BY R.K. SCALE DRAWN BY J.J. T. DATE 4/88 101 ~ 40' pROP ---- ------ ---- ---· -------------- --------------- PASADEN~1 1818) 792-3096 St.~JTA ANA. 1_714) 250-5525 PALM SPRINGS (619) 32U-4220 FILE NO DATE BY 768.009 ----- ---------------- ------------·· .. ------- --------------- \ \ ' --r----r----r---/-- R ) . L0 ' DESCRIPTION REVISIONS --- n n_ I I I i ! ~i i : I ·; I I I • 0 17 11 u Lb APP'D. -- -- -- --------- \ \ \ SAN JOAQUIN HILLS ROAD --- I I 1 • '· . ) . \ M,. 31ffl 1 El;!. 12-31.Q I JAMBOREE ROAD TRAFFIC CONTROL PLAN STA. 43+00 TO SAN JOAQUIN HILLS RD. CITY OF ~JE\~JPORT BEACH R-5583-s PUBLIC WORKS DEPARTMENT SHEET (2 OF 13 I i I ' ' 9 t/1 $'. [O m JJ rn:l::. 0 ~JJ I I 9-"I '.2: Y)_ '~z {\I (X\GJ ~ 'l) ~ h.J z I c;;; vi :o. OJ m .JJ 0 JJ ~ z GJ z C < [O m JJ z >L------' □~ JJ C'i ~ .z GJ z C 32-------- - ------------------------------____________ 3+3 __ 3+4 _______ BC --I -----=":,:S:_ ___ _ --------------------------------~3~&>_-_-------------2 --- =-:=-::._.:=-=-::....;==-=-=-=-=--=---=-=---'-= ----------------.:-::--- -- --------------- / --'io ---- NOTE ; CONDUIT TO BE JACKED ACROSS JAMBOREE ROAD. INSTALL A/!I :, 1/z. PULL e.ox. --.3 --------_-_-_ ___;:-::"\~~-~:::h.._,__ ___ --.LF' -----~ o----------0 -0 C8:I LEGEND NEW ELECTROLIER PER CITY STD-203-L. EXISTING ELECTROLIER TO REMAIN IN PLACE UNLESS OTHERWISE SPECIFIED OR INDICATED. NO. 3-1/2 PULLBOX (NEW). _ EXISTING PULLBOX. LIGHTING CONDUIT, 1-1/4" P.V.C., SCHEDULE 40 OR 1-1/2" METAL (AS NOTED). EXISTING LIGHTING OR SIGNAL CONDUIT TO REMAIN UNLESS OTHERWISE INDICATED. LIGHTING SERVICE PER CITY STD-206-L. EXISTING SOUTHERN CALIFORNIA EDISON VAULT. --!\A -- 3 \ .45+/5 0 51/z. /}JSf ALL a.f)( f'UL.L-'-' -------~C, £NO sr. t,/GHT coNOUli ------ ---------__ .'.'4/:'.LD:....--------------------- \ I / ) I I I I I \ I I \ -I : I // I V/s74 f'F(OF. ( I I : Ii --~'-?! ------..-----" ----------------/lr'o ----------• --------------------------- --- ::::---.._ -:::---. ---------- ~- ~t ~~ \j -- ---~¼ de---- lij" -~ --~---::---------'\J ~~ ;:j -- t}1 :::--.... -- IAISrALL Af'! .3Yz .f'ULL BOX LIGHTING GENERAL NOTES 1 ALL STATIONING IS BASED ON CENTER LINE OF ROAD. ~ ~ ~r,, i 2 CONDUIT LOCATION TO BE PER CITY OF NEWPORT BEACH STD-101-L. 3 CONDUIT SHALL BE 1-1/4" NOMINAL DIAMETER P.v.c. CONDUCTORS SHALL-BE NO. 8 AWG TYPE TW COPPER. 4 CONDUCTORS FROM PULLBOX AT BASE OF STANDARD TO THE LUMINAIRE SHALL BE NO. 8 AWG TYPE COPPER PER STD-204-L & 205-L: 5 CONNECT A NO. 8 AWG COPPER WIRE FROM EACH LUMINAIRE TO A GROUND ROD IN THE PULLBOX AT THE BASE OF EACH STANDARD PER STD-205-L. 6 SPLICES SHALL BE MADE IN PULLBOXES BY MEANS OF END-TO-END CRIMP TYPE CONNECTORS PER STD-204-L. 7 PULLBOXES SHALL BE NO. 3-1/2 BROOKS PRODUCTS OR APPROVED EQUIVALENT PER STD-205-L. -------44 -8 INSTALL A PAIR OF IN-LINE FUSES IN THE BASE OF POLE PER STD. 205-L. ----------- California COUl"ICil ofOvll Engln~u & Land Surwyo11 --LIGHTING CONSTRUCTION NOTES FURNISH AND INSTALL STREET LIGHT AND NO. 3-1/2 PULLBOX PER __ CITY OF NEWPORT BEACH STD-203-L, LIGHTING STANDARD TYPE IV WITH 8' MAST ARM AND 35' MOUNTING HEIGHT. LUMINAIRE SHALL BE 150 W H.P.S. WITH BULB INTENSITY OF 16,000 LUMENS, TYPE III MEDIUM DISTRIBUTION, CUT-OFF WITH PHOTOELECTRIC CELL. PROTECT EXISTING STREET LIGHT IN PLACE. PLACE 1-1/4" P.V.C., SCHEDULE 40 CONDUIT. NEWPORT BEACH STD.-204-L. CIRCUIT PER CITY OF PLACE BY JACKING 1-I /2" METAL CONDUIT. CIRCUIT PER CITY OF NEWPORT BEACH STD. •204 ·L. ' INSTALL SERVICE CABINET PER CITY OF NEWPORT BEACH STD.-206-L. INSTALL AT BACK OF WALK. FURNISH AND _INSTALL 2 _ INCH P. V. C. __ CONDUIT _RUN FROM EXISTING EDISON VAULT TO THE PROPOSED SERVICE CABINET AND FROM SERVICE CABINET TO PROPOSED PULL BOX. INSTALL PULL ROPE OR WIRE. (SOUTHERN CALIFORNIA EDISON TO FURNISH AND INSTALL CONDUCTORS FROM VAULT TO CABINET). CITY OF N IEWfORT !BIEACH THISPLANISSIGNEDBYTHECITYOFNEWPORTBEACHFORCONCEPT ~~l Consulting Engineers PASADEN11 ;918) 792-3096 St..NTA ANA 171'1) 250-5525 PALM SPRINGS (619) 320-4220 9 CONDUIT ENDS SHALL BE SEALED PER STD-204-L. 10 ALL CONDUIT, WIRING, CRIMPS, FITTINGS, PULLBOXES, LUMINAIRES, POLES, ETC. USED ON THIS PROJECT SHALL LISTED AND APPROVED FOR APPLICATION USED. 11 ALL ELECTRICAL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE, ALL STATE CODES, AND CITY STANDARDS. C": ~ • \_ __ ,_' ~o~ 12 SUCCESSFUL BIDDING ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS. > 13 LUMINAIRES FOR TYPE IV INSTALLATIONS SHALL HAVE ENCLOSED, REGULATOR TYPE BALLASTS WIRED FOR 240V OPERATION. 14 STREET LIGHTING CIRCUIT SHALL BE PER STD-204-L, FOR CITY OWNED MULTIPLE CIRCUIT (240 VOLT). 15 LIGHTING SERVICE SHALL BE PER CITY OF NEWPORT BEACH STD-206-L, • 16 PLACEMENT OF CONDUIT UNDER EXISTING OR PROPOSED PAVEMENT AND SIDEWALK SHALL BE PLACED BY JACKING OR DRILLING AND SHALL BE 1-1/2" METAL CONDUIT. ~ ' l____...../ n n ' 1 0 fEUJ • P.RD ' . -I:,, a1G 'I . i~-o ' -'11-~y AND ADHERENCE TO CITY STANDARDS AND REQUIREMENTS ONLY ~ THE CITY IS NOT RESPONSIBLE FOR DESIGN ASSUMPTIONS AND /,II I __d ACCURACY. // Pl/ ~-::,.;r);5U A E, _ _s3e,:14!,S5,e.2_ '( wlC:L'fAM IE. BENNETt -/~l:!1' £ CHAN6c STA'ccr L/19/T STD-ZtJI· JAMBOREE ROAD STREET LIGHTING STA. 32+00 TO STA. 49+00 APPROVED '"-~:JIL'-:--:·~,..)J_\_#_1_-·~re::!_;_____ 0 __ 'n1;~,1 !-o-e-s,-G.,.NE_o_e_v-:_:~-;:B.d:_--::.:·t~.---_-_-_...,.-c-H_E_Cl<_E_o_e_v __ ,:,R-.1--:(-. --,-----,-s..,.c•_L_E ____ ,..... ___ r_,L_E_N_o ___ ...JJ DATE 8: l ro • s::~~:;:~L • '-;.RICHPOSTFiiroROEiii«i.':=':' ___________________ .JL __ ..:.::.Jfil "' --1, µ_'Q_O -J J t APP'O. CITY OF NE\"JPORT BEACH R-SS83-S 01ETER1cHPosr••o•o••No.113013 CITY ,5,!;!...=---------lD~Al,JT]Ei.--L----.!..~DR~•~WN~B!!Y=~~·:t,·d;,·==J_,2o•~T~E==aa4~/~B~B:a_==L--~1~11_:=~4~0~' __ L __ _;7~6~8~-~0~0~9~-j ________ _:R~EV~l:S~IO~N:S _________ L ___ ...:., __ _,:...__J_~~~~~~~~~~~~~J~~~=~~J PUBLIC WORKS DEPARTMENT SHEET 13 OF 13 - I -- ~ ~ _r:1 0 > ~ §:! :,;: DJ m JJ z >~-------' ~ c; z - ;_s 0 ~ 0 i:;:; 0 ts ;;i ~ o ~ ~ ~ E5 ' z ' g 0 ~ ~ ,? 0 2: ~ z 5 - C -2'i '-" ~ ~ !" " ~ ~ 2 . -~ ~ ~ ~ 0 ~I ~G'5 ~~ I -. V\ S'.. 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