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HomeMy WebLinkAboutR_5813_S- I i. 0 --INDICATES AREA SHOWN ON LOCATION MAP VICINITY MAP NOT TO SCALE SYMBOL LEGEND --0- 0 t? □ POWER POLE MANHOLE FIRE HYDRANT METER BOX --0--VALVf. POWER POLE ANCHOR D MONUMENT -x-x-x-FENCE BLOCKWALL TREE SHRUBBERY ASPHALT PAVEMENT RAISED MEDIAN STAMPED CONCRETE CONCRE1E ~Utf//Ll/~ BU!LDING ----EXISTING CONSTRUCTION -----PROPERTY LltJE NEW CONSTRUCTION PUBLIC DEP A~RTl\AEN'l' JlAUVLllBOREE ROAD REHAB~L~u A T~ON Ave. To Uu1~vews~tty Drr. frorull C-3525 STPL-5i5i-0!7 APPROVED: lU-1~ Pa~ CITY ENGINEERCE 24967 3{s/03 DATE ) PROJJEC'T INDEX OF SHEETS SHEET NO. 1 2 3 4 5 6-7 DESCRIPTION T!TLE SHEET CROSS SECllONS AND DETAILS SHEET STREET IMPROVEMENTS STREET IMPRO\IEMENTS STREET IMPROVEMENTS STRIPING AND SIGNAGE PLAN GENERAL NOTES ALL WORK DETAILED ON 1!-IESE PLANS TO BE PERFORMED UNDER CON:RACT SHALL, EXCEPT AS OTHERWISE STA TED IN THE CIW'S STANDARD SPECIAL PR0\1S10fiS, OR IN THIS CON1RACrs SPECIAL PR0\1SIONS, BE CONSTRUCTED IN ACCORDANCE \¾11}1 1HE "STANDARD SPEClllCA!lONS FCR PUSUC WORKS CONS1RUC110N,' 1997 EDl170N AND SUPPLEMENTS TO DATE. AND STATE OF CALIFORNIA STANDARD PLANS AND SPECIFiCATIONS DATED 1999, 2 EXiSllNG UNDERGROUND U11Ll11ES ARE SHOWN AS PER AVAILABLE RECORDS. 1HE CONTR?.CTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AC'JlJAL LOCAT;ON, AND ELEVATION IN 1HE FIELD, PRIOR TO BEGINNING OF CONSTRUCTION, 3 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR DIMENSION, ANO FINISH TO ADJOINING IMPROVEMEMTS, CONSTRUCTION NOTES G) ® @ 0 ® ® 0 ® ® @ @ @ @ (!]) ® @ REMOVE EXISTING PAVEMENT/IMPROVE-Mi:"NTS. COLD MILL EXIST. AC 2-INCH THICK, UNLESS INDICATED OTHERWISE PER DE741L ';\ ~ REMOVE ALL EXPOSEC AND /NTEFIFERING PAVEMENT FABRIC ENCOUNTERED, BACKFILL W /NAT/VE MATERIAL & COMPACTED TO 95% COMPAC11ON, CONSTRUCT MIN. 1-/NCH THICK AC LEVELING COURSE, UNLESS /NiJICATE:O OTHERWISE. TOP OF LEVELING COURSE SHALL 8E 2" BELOW FINISHED SURFACE CONSTRUCT MIN. 2--INCH THICK ARNM OVERLAY. REMOVE EXIST. MEDIAN CURB AND CONSTRUCT T>'Pf: 8 PCC CURB (8" CF) PER CITY STD. PIAN 182-L CONSUWCT TYPE A PCC CURB & GUTTER (8' C.F.) PER CITY STD, PLAN 182-L, CONSTRUCT 2' WIDE FULL DEPTH AC, SEE DETAIL SNEET 2. REMOVE EX/ST, STAMPED CONCRETE STRIP IN MEDIAN, flECOMPACT EXIST. lv~iTIVE TO 95% R£LA71V£ COMPACTION AND CONSTRUCT STAMPED CONCRETE: PER DETAIi., $Flf:ET 2 . COLOR SHALL 8£ TERRA corr:,,. CFIOOVES SHALL 8£: 3/4" OEEP MAX PAmRN TO MATCH EXIST/NC, ADJUST WATER VALVE BOX AND COVER TO GRADE PER CNB sro, 508-L AD,.lUST STORM DRAIN/SEWER MANHOLE FRAM£ & COVE,'? TO GRAD£ PEfl APPLICABLE CNB STD. PLANS. ADJUST EDISON, TEL. MIi/VAULT, P,8. TO GRADE (BY OTHERS). REPIACC EXISTING TRAFFIC LOOPS IN KIND PER CALTPANS STD, PLAN ES-5A, ES-58, TYPE E:. INSTALL LOOPS 2' INTO CROSS WALK Cf? STOP BAR UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIP/NO, AND APPROVED BY THE ENGINEER, CONSTRUCT 'lA,1/ABLE THICKNESS ARHM OVE1?LAY. RAISE THE CATCH BASIN TOP (W=7'.) TO MATCH THE PROPOSED TOP OF CURB. CONSTRUCT CATCH BASIN, TYPE OS PER CIT'( OF N/::',¥PORT BE:ACH STD. Pl.All 306--L, L~4' & V=4' -·-'t-·-CENTERLINE CORES LOG I I @ @ @) CONSmucr JUNCTION STRUCTURE NO. 2 PER GIN OF NEWPORT BEACN STD. PLAN 311-l. -·--S---- ------w-- -----G-----E-- -TEL- -TV-- -SP-- CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG SE\11:R LJNE 4-139 4-140 WATER LINE 4-141 4-142 GAS LINE 4-166 4-167 POWER L!NE 4--168 TELEPHONE LiNE 4-169 CABLEVlSION LINE SPRINKLER SYSTEM EMERGENCY TELEPHONE NUMBERS AGENCY DAY SOUTHERN CALIFORN!A GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY PACIFlC TELEPHONE COMPANY CITY OF NEl'i1'0RT BEACH (UTILITIES DEPT.) COUNTY SANITATION DISTRICTS ADELPHIA UNDERGROUND SER~CE ALERT 1(800) 624-8153 1(800) 611-1911 611 (949) 644-3011 (714) 962-2411 1(800) 422-4133 NIGHT 1(800) 624-8153 1(800) 611-1911 611 (949) 644-3717 1(800) 422-4133 6 5/8" AC/9 5/8" AB /J 1/2" AC/ O" AB 7 1/2" AGie" AB 7 J/8" AC/9 5/6" AB 8 1/4" AC/9 114" AB 9" AC/6 1/2" AB 7 112" AC/11" AB !J" AC/0" AB LOCA Tl ON MAP NOT TO SCALE CONSTRUCT 18 "¢ PCP, 15000. CONSTRUCT LOCAL DEPRESSION PER C/Tr' OF NEWPORT BEACH STD, PLAN 3O4-L. @ CRACK SEAL @ CONST,'IUCT 6" THICK PCC APRON, @ CONSTRUCT VARt48LE /-/EIGHT CURB FACE, @ ADJUST SURVEY MONUMENT TO GP.ADS DISPOSITION NOTES lJ] PROTECT IN PLACE h 17 APPROVAL RECOMMENDED APPROVAL :ECOMMENDED I:~~ROVA.l RECOMMENDE~ C~il'V Of ~n!'t'J'fPOllZIY [El~ACIX! ~~ /~,{./;:'{ Vavu,,/.-t i('1,J1,,J1;\. ~~..,,L~--t---------=--=---~==----------1 GENERAL SERVICES DIREC10R 'OnLiTY DIRl::c,oR RCE 25553 ~SP & DEV 'SlITlVfri TITLE SHEET MANAGER RCE 22045 DATE REVISIONS BENCHMARK: ocs BM. JN-62-89 t-N_O_, ---t--D=A·=iE--i------------------i-A_PP_R_O'_vA__,L AT Tl/£ NO,RTHEASIERLY CORNER OF A 22 FT, BY 4 FT. CATCH BASIN, AT mE SOUIHEASID?LY PORnON or Iii[ iNIERSfCTTON OF JAMBOR££ ROAD AND CAMELBACK A\.r. IN 71!£ Cir( OF NEI\PORT 8£ACH, 58.5 n: EAST OF CENTERLINE: OF JAMBOREE ROAD, 150 FT. soum OF mE EAST CENlERLINC OF JAMBOREE ROAD 150 FT. soum OF THE CENIERUNE OF CAMEi.BACK A 1/f.., J9' SOUTH OF STREET 1---+----+-----------------1---i UGHT NO, 3702, 4' BEHIND THE CURB FACE EIEV~144,J88 FEET NAVD BB/ 1995 OCS ADJ, DATE SOIL ENGINEER LaBelle MaI"Vin 2700 S. Grand Ave, Santo Ana, CA, 92705 (714) 546-3468 CHECKED S.D. DESIGNED SJJ. DRAWN HI\J JAIVU3OREE ROAD REHABILIT A TIOi\J PROJECT REPARED SY: DATE 10/20/02 R-5813-S SHEET 1 OF 7 Ill I :<'I - I I I R/W WIDTH PER PLAN VARIES WIDTH PER PLAN WIDTH PER PLAN ------<20 2 4 5 l------, 2' VAR/£5 VARIES 2' !--+-EXIST. LANDSCAPE IMPROVEMENTS ,..; PF/OTECT IN PLACE B 3 SEE DETAIL "B" THIS SHEET TYPICAL SECTION JAI\JlBOREE RD FROM STA. 129+56 TO STA. 145+30 AND FROM STA. 148+03 TO STA. 151+91 N.T.S. R/W WIDTH PER Pi.All VARIES WIDTH PER PLAN r ..::::-· C::fl '-., __. j VARif:5 '17 £:/ST. P.c1c. Li L - ' L'J CURB AND GUTiER \ L j / ~ 2 • ARI/Al _j (.v OVEJ?I.AY 0 '-~ SEE DETAIL "A" THIS SHEET 5' F -3/8" UP-~ EXIST. AC PAVEM£NT\ _ _ 0,2• ARHM-, ----_17 )b~~\:)~O~~;R~lAg);" ~l~-;:::L~;-~-~~~~=o1R~l£sj_ [TI EXIST. P.C.C. --1 ~ ~J._. _;:::;::-7 CURB AND GUTTEF/ I I_.. L 2,, COLD MILL I I L -.J 1" MIN. LEV£LING COURSE 2 5/8" C0/.0 MILL DETAIL "A" -VVEDGE COLD Mill N.T.S. NOTE: TYPICAL SECTION JArv'lBOREE RD FROM STA. 145+30 TO STA.148+03 N,TS. * VARIABLE THICKNESS AC LEYELING COURSE fJACKflLl W/NA nv'E ..J MA TER!AL & COMPACTED TLJ 95% COMPAC710N CONi.RACTOR SHALL REMOVE ALL EXPOSED AND iNTERFERING PAVEMENT FABRIC ENCOUNTERED IN THE TRA\l!:LWAY. /' DETAIL "B" N.'f.S, R/W VARIES R/W VARIES £X!ST. LANDSCAPE: IMPROV£M£NTS ,_ PROTECT fN PLACE ©lRlDi©Ct ~~Di!La~® !Q)~u DiDtJ,, N.T.S. NOTES: 1. ROUTE CRACKS THAT ARE 1/8" WIDE OR GREATER TO 3/4" MIN. 2. AIR BLOW DEBRIS AND MOISTclRE FROM CRACK. 3. FILL WITH HOT CRACK SEAL COMPOUND PER SPECIFICATIONS. -----10"),-___ _, b J i-. ' ~ i 2' I ~1Es ___ 1 2' ~ li..·~ fs'( ;,_·; , I LI BA,,KFJLL Wft/A il\/E • MATERIAL & COMPACTED (31 TO 95% COMPACTION ~ CONSTRUCT 8,., CUf?B BOTh' SIDES. SAWCUT AND REMOV£ EXISTING IMPPOV£MENTS SECTION A-A FROM STA. 126+88 TO STA. 129+56 AND FROM STA. 152+91 TO STA. 156+40 N.T.S" CONSTRUCTION NOTES CD ® 0 ® ® @ (0 @ @ RE,WOVE E'<ISTING PAV£MENT,/IMPROV£MENTS. COLD MILL £XISr. AC 2-INCH THICK, UNL£SS INDICATED OTH£RWIS£. PE.'? D£TAIL '11 ~ REMOVE ALL £XPOSED ANO INTE."IFcRING PAVEMENT FABH!C ENCOUNTERED. BACKFILL W/,VATW£ MAT£R/AL & COMPACTED TO 95% COMPACT/ON. CONSTRUCT MIN. 1-!NC/I THICK AC LEVELING COURSE, UNLESS INDICATED OTHERWISE. TOP OF LEVELING COUFISE SHALL 8£ 2" BELOW FINISHED SURFACE. CONST.'IUCT MIN, 2-iNCH THICK AF/HM OVEPLAZ R£MOVE: £X/ST. MEDIAN CURB AND CONSTRUCT TYPE B PCC CURB (8" C.F.j PER CIT( STD. PLAN 182-L. CONSTRUCT TYPE A PCC CURB &: G/JTTE:R (8" C.F.) PEFI CITY STD. PLAN 182-L CONSTRUCT 2' WIDE FULL DEPTH AC, SE£ DITAIL mis SRE/;T. R£MOV£ EXIST. STAMP£D CONCRE'/'£ STRIP IN MEDIAN, RECOMPACT EXIST. NA/IV£ TO 95% R£LATIVE COMPACIION AND CONSTRUCT STAMPED CONCRETE PER DETAIL THIS SH££T. COLOR SNALL 8£ TERRA COTTA. GROOVES SHALL 8£ J/4" DEEP MAX. PATTERN ro MATCH EXISTING. ADJUST WAT£R VALV£ BOX ANO COVER TO GRAD£ PER GNB sm. 508-L. ADJUST STORM D.'IAIN/SEWEP MANI/OLE, Ff/AM£ Jc COVl:R TD GRADE PER APPL/GABL£ CNB STD. PLANS. ADJUST EDISON, TEL. !AH/VAULT, P.B. TO GRADE (BY OTHEF/S'). REPLACE EXISTING TRAFFIC LOOPS IN KiNO PER ('.Al TRANS STD. PLAN ES-5.4, ES-58, T'r?£ E. INSTALL LOOPS 2' INTO CROSS WAU( OR STOP BAR UNLESS 01rlERWIS£ SHOWN. LOOPS SHALL 8£ INSTALL£D PRIOR TO FINISH£D STRIPING, ANO APPROVED BY THE ENGINEER. CONSTRUCT VARIABLE Tn/CKNESS ARHM OVl:JILA Z RAISE Tri£ CATCH BASIN TOP (W=7; TO MATGl-i T.i-/£ PROPOSED TOP Of' CURB. CONSTRUCT CATCH BASIN, TYPE OS PER CITY OF NEWPORT BEACH STD. PLAN 306-L, L=4' & V=4' CONSTRUCT JUNCTION S1RUC7U,qE NO. 2 P£R Ci!Y OF' NE'l!."'ORT BEACH STD. PLAN J 11 ···L. CONSTRUCT . i 8 "¢ .'ICP, 1 SOO!J. CONSTRUCT LOCAL DEP.'IESSION PER CITY o,· NEWPORT BEACH STD. PLAN 304-L, @ CRACK SEAL @ CONSTRUCT 6" THICK·PCC APRON. @ CONSTRUCT \¼RIA8L£ HEIGHT CURB F'AC£ @ ADJUST SURVEY MONUMENT TO C:t?ADE. DISPOSITION NOTES [TI PROTECT IN PLACE DEPTH. -A B ~ rSAWCUT LINE I \ / CURB FACE Jhfi. -j -t-l i-1 L 17_ L.. l,..j I r ~\ 2' h r -~ -1 f-l ,' r ~ r n ~ -r ~ nr r -~ r -I S4WCUT LIN£-' -A ® STAMPED CONCRITE: CURB@ NOSE ,f-'-~~-- 6;,; r-· I } ~----,.,"'r,c b,m .,,"\"".;----· --"VS'IT,crn SECTION 8-fl N.T.S. EXIST. NATIVE (TO REMAIN) ST Ah'v~!Pl!ll:» CO~JC!lil~T~ A "ii ~"~~falOA[;'J fi'JOS~ fal~1/' AlllL IOP OF CURB GRADE DETAIL, N,T.S. \ \_ BACKFILL WfaA 11\lf MATERIAL & COMPACTED TO 95% COMPPClfON 2• AnHM OW:RLA Y t_ 2" COLD MiLL 1' LEVE:LING COURSE TOP OF CURB 11.e GUTTER GRADE DETAIL. N.T.S. 8 J DETAIL SHEET JAMBOREE ROAD STREET REHABILITATION DA 1E REVIEWED 10/20/02 CHECKED CITY ENGINEER 1-.:;::;;;::::~S~,~D=!'===I PREPARED BY: DESIGNED S.D. DRAWN HN DAIE C-3525 R-5813-S SHEET 2 OF 7 1 r ., ..... _,.,_ ,.,. ·--· ··-• ; •• •'••i •• ' ) ·•·v,·~• .... ,-... . --.......... "{J .. .. L i I L .. e • ., •••••• " .. , .... 126+00 NOTE: S[[ DETAIL "A" SHEET 2 FOR COLD MILL ADJACENT TO CURB & GUTTER SEE SHEET 2 FOR TYPICAL SECTION I 127+00 .l --r· I I ,,. ] ! i ' .~ . \·· . "'~-i l I ,, , i 1 1 I •·'" t i "T '"~T' •~t•>•e•-1 _, ,,'. ,,,,,,,,.,.,,,,.,;,,+~,j,,,,r-i--,,,,, ,, .. ,,,,,,), ',r-+-~!-.-... -M~--I ! I ~j ,,,,,,,,,,,,r,,r-;-,+"''''"'"''C''' 1,,,j,,,,,;,. ,,,,,,, ,,,1,,+,,,i,,, j,,,,,,,,+,,,,,,,,,_,,,,_C''"''' ,,,, ,, ,,,,, i· ' ) ,,,.,,,, -~·.,·•-· .. . .. '{ .. "' -1"'""'"') ...... -+·" ... ]-., .. ;. . ..... j... '"1 "•-· + .. -. 128+00 129+00 A 6 8 129 i 1 [ i : ; 1 i--t .. ·'·· ! ·; · · J • .. ao 1· ··t··-- .... --.. +-L ··"r···· , ,._ . .J... --) ... L .. 130+00 4-142 . ., .. ~ \ 1JO _-1-= ..I.. 131+00 I 132+00 EXIST, SPRINKLER HEADS (nP) -I ', '. --~ O C~l t,_,._v{ ~-..,~) ~J,).iS·i.''"-hA,~)osBAPt' ~fl •·._.,-i' ~ A ' ' 1 VARIABLE THICKNESS COLD MILL (T'!P) . "" . -·· ·:: CON~"TRUCTION NOTES CD ® 0 0 REMOVE EXISTING PAV£MEN(//MPROVEM£1,/TS, COLO MILL E:XIST. AC 2-·INCH THICK, UNLESS INDICATED OTHERWISE. PER DETAIL ':<I~ R£MOV£ ALL £XPOS£0 AND INTER,~ER/NG PAV£..1,,f£NT F:4BRIC £NCOUNTER£D. BACKFILL >1;/,W\TiVE MATEFIIAL & COMPACTED TO 95% COMPACTION, CONSTRUCT MIN, I -INCH TN/CK AC LEVELING COU,'?SE:, UNLESS !NO/CA TED OTH£RWIS£. TOP OF LEVELING COURSE SHALL BE 2" BELOW f1NISHED SURFACE. CONSTRUCT MIN, 2-INCH T."1/CI( ARHM OV£RL4Y. R£MOVE EXIST. MEO/AN CURB ANO CONSTRUCT TYPE B PCC CURB (B' C.F.) PER C/'fr' STD. Pl.AN 182-L. CONSTRUCT 2' WIDE FULL DEPTH AC, 5£1; DE7:4!L SHEET 2, l?EMOVE EXIST. STAMPEO CONCRETE STRIP IN MEDIAN, RECOMPACT EXIST. NATiVE TO 95% RELATIVE COMPACTION AND CONST/tUCT STAMPED CONCRi:.T£ PEFI DETAIL SHEET 2 . COLOR SP.ALL BE TERRA COTTA, GROOVES SH4LL BE 3/4" DEEP MAX, PATfERN TO MATCi-1 EXISTiNG. ADJUST WATET/ VALVE BOX AND COVER TO GRADE PER CNS STD, 508-L. .. .. . ........ .. ~ .. ~,, ~,.! ....... f · .. _) ADJUST STORM O,'IAIN/SEWER MANHOLE FRAME & COVER TO GRADE PER APPLIC48L£ CNS STD. PLANS, ADJUST EDISON, TEL.. MH/VAULT, P,B. TO GRADE (BY OTHERS). REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PL4N ES-511, ES-58, 7\'?E E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP BAR UNLESS OTHERWISE SHOWN. LOOPS SHALL 8£ INSTALLED PR/01? TO F/N!SH£D STRIPING, AND APPROVED BY TH£ £NGIN££R. CONSTRUCT VARIABLE THICKNESS ARHM OVER/A Y @ CRACK S£4L @ ADJUST SURVEY MONUMENT TO GRAD£, DISPOSITION NOTES IT] PROTECT IM PLACE 133+00 134+00 ' ~-,,,,:,,_;_-,.,.. _,, .......... -.:,•-;:::-;. ',:" ~·-.:_:: .,,.,. ~--e~ r-•-,; , •. ,,-~~~ -~~ -----_, OJ '\V,i;\ '~ VARIABLE f~iCKNESS _f ;,.,/ ' '' 0 \:A~k..9\ cow Miu. (TYP J 6 a 9 \ i ---r-·- i ,,,, i· '!-,-. _, 135+00 \ SCALE: ·1"=40' " .-~1 •• i ,,,.,,. , ..... L ... ! 136+00 137+00 / C-3525 JAMBOREE ROAD REHABILITATION PROJECT DATE 10/20/02 CHECKED S.D. DESIGNEU S.D. DRAWN HN REl/1E\\'ED CTTYENGINEER DATE PREPARED BY: R-5813-S SHEET 3 OF 7 !I\ I ,I\ - ' j ci_ 164 .... ' ' ---<1----+--+-·--,-~,-,---; -,,_,,,,,;,,,,.,-:---,,.+-, "-·-+--,. , .. ,, --,j, -1-----,,, ------·<n •--· 1--,-+----+ --'-· --, ·-'· ---·-+ 137+00 138+00 139+00 "( i 140+00 141+00 CONSTRUCTl=O~N~N~O=T=E=S ____________________________________ _ CD REMOVE EXISTING PAVEMENT/IMPROVEMENTS. ® 0 COLD MILL £X/ST AC 2-INCN THICK, UNLESS INDICATED OTHERWISE, PER DETAIL RElWOVE ALL EXPOSED AlVD INTERFERING PAVEhlENT FASR!C ENCOUNTERED. BACKFILL W/fi4TNE l..JATER!AL & COMPACT£{) TO 95,~ COMPACTION. CONSTRUCT MIN. I -INCH THICK AC Lf)i£UNG COURSE, !JNL£SS INDICATED OT'rlERWISE. TOP OF LEVEL/NO COURSE SHALL BE 2• BELOW FINISHED SURFACE. CONSTRUCT MIN, 2--INCH THICK ARHM OVERLAY. REMOV£ EXIST. MEDIAN CURB AND CONsmucr 7'rPE B PCC (8" C.F) PER CITY STD. P!.AN 182-L CURB CONSTRUCT TrPE A PCC CURB & GUTTER (8" C.F.) PER CITY STD. PLAN 182-L CONSTRUCT 2' WIDE FULL DEPTH AC, SEE DETAIL SHEET 2 R£;,fOVE EXIST, STAMPED CONCRUE STRIP IN MEDIAN, RECOMPACT EXIST, NAT/VE TO 95% RELATIVE COMPACTION AND CONSTRUCT STAMPED CONCRETE P£R DETAIL SHffT 2 . COLOR SHALL BE rERPA COTTA, GROOVES SHALL BE 3/4" DEEP MAX, PATTERN TO MATCH EXISTING. "A'". @ @ @ ADJUST WAT£'? VALVE BOX AND COVER TO GRADE PER CNB STD. 508-L ADJUST STORM DRAIN/S£W£'1 MANHOLE: FRAM£ & COVE.'1 TO GRADE PER APPLICABLE CNB STD, PLANS, CONSTRUCT VARIABLE: THICKNESS ARHM OVE7?lA Y. CRACK SEAL ADJUST SURVEY MONUMENT TO GRADE. DISPOSITION NOTES [jJ PROTECT IN PLACE 142+00 143+00 NOTE: 144+CO VARIA8l£ THI ,NESS qow _l;l!LL. (U 1 "' 'l' "' "" ,,,c:j "' ·~ """""' .... ~ -·" ,., BEGIN SUPERELEVA TJON CROSS SECTION TRANSiTION; SEE DETAIL "A" SHEET 2 FOR COLD MiLL ADJACENT TO CURB & GUTTER 145+00 SEE SHEET 2 FOR TYPICAL SECTION -·~-'( .. ---1 --+- ' ' 146+00 \ ' i ... l .. f2 ,,,,,_,_,J. ··-~·-~ ; ) . ,f<• ··( ~ ' 147+00 SCALE: 1 "-40' (Jl JA~1BOREE ROAD REHAIBILIT A TION PROJECT DAlE 10/20/02 REVIEWED CHECKED S.D. DESIGNED S.D. DRAWN HN CITY ENGlNEER PREPARED BY: DATE R-5813-S SHEET 4 OF 7 - L 108 106 104·: f2 •. -~--· .n .,. F w w :r: :U) ' w w (fl 147+00 ·---~ -~:':"-:~-~ 148+00 ... L. I ©J:@ 149+00 \--~ ~ >-Tu .,.:_ -~ 150+00 86 I ' .J 151+00 152+00 I I i 153+00 :"'.;,_. ; !',, ·-ot•----"', H • ; . . . CONSTRUCTION N,><OT_,_,E.,,S'--------------------------------------------------------c}) RfMOVE EXISTING PAVtMENT/IMPROVEMENTS. 0 @ (i) COW MILL EXIST, AC 2-INCH THICK, UNLESS INDICATED OT/./ERWIS£ PER DETAIL REMOVE ALL EXPOSED AND INTERFERING PAVEMENT F.48R/C £NCOUNTEl?ED. BACKFILL W/NA77VE MATERIAL & COMPACTED TO 95% COMPACTION. CONSTRUCT MIN, 1-INCH THICK AC LEI/EL/NG COURSE, UNLESS INDICATED D7JiERWISE. TOP OF LEVELING COURSE: SHALL BE 2" BELOW FINISHED SURFACE. CONSTRUCT MIN. 2-!NCH THICK ARHM OVERLAY. RD.JOVE £X!ST. M£D!AN CURB AND CONSTRUCT TYPE B PCC curw (8" C.F.) PER CITY STD, Pl.AN 182-L, CONSTRUCT TYPE A PCC CURB & GUTTER (8' CJ".) PER CITY STD, PLAN 182-L CONSTRUCT 2' WIDE FULL DEPTH AC, SEE DETA/LSHEET 2. REMOVE: EXIST. STAMPED CONCRETE STRIP IN MEDIAN, RECOMPACT EXIST. NATIVE TO 95% f1£LATiVE COMPACTION AND CONSTRUCT STAMPED CONCRETE PER DETAIi. SHEET 2 , COLOR SHALL BE TERRA COTTA. GROOVES SHALL BE 3/4" DEEP MAX. PA7T£RN TO MATCh' £)(/STING. ADJUST WATER VALVE BOX AND COVER TO GRADE PER CNB STD. 508-L. ADJUST STORM DRAIN/SEWER MANHOLE FRAME & COVE'/ m GRADE PER APPLICABLE CNB STD. PLANS. ADJUST EDISON, TEL.. MH/'!AULT, P.B. TO GRADE (BY OIHEl?S). REPLACE EXISTING TRAFFIC LOOPS IN KIND PER CALTRANS STD. PLAN ES-5A, ES-5B, TYPE: E. INSTALL LOOPS 2' INTO CROSS WALK OR STOP eAI? UNLESS OTHERWISE SHOWN. LOOPS SHALL BE INSTALLED PRIOR TO FINISHEO S77?!PiNO; AND APPROVED BY THE ENGINEER. CONSTRUCT VAF/IABLE THICKNESS A,~iiM OVERLAY. RAISE THE: CATCH BASIN TOP (W=l'.) TO MATCH TH£ PROPOSED TOP or CURB. CONSTF?UCT CATCfi BASIN, TYPE OS PER CITY or NEWPORT BEACH STD, Pl.AN 306-L, L=-4' & V=4' CONSTRUCT JUNCTION STRUCTURE NO. 2 STD. PLAN 311-L. PER CITY OF NEWPORT 8£:ACH CONSTRUCT 18'¢ RCP, 15000. ~f~o/03 CONSTRUCT LOCAL DfPRE:SSION PER CITY OF NEWPORT BEACH STD. PLAN 304-l. . . @ @) @ @ CRACK SEAL CONSTRUCT 6" THICK PCC APRON, CONSTRUCT VARIABLE /-/EIGHT CURB F.4CE. ADJUST SURVEY MONUMENT ro GRADE, _DISPOSITION NOTES [Ij PROTECT iN PLACE I SEE SHEET 2 FOR TYPICAL SECTION I NOTE: SEE DETAIL "A" SHEET 2 FOR COLD ADJACENT TO CURB & GUTTER MILL 154+00 60 DETAIL "A" NTS s-•r • ~ i-•·- ' 155+00 C.B. I ' ,.J .........• -···,·· -.L . . PROPOSED r/LY: , ;·ff MEDIAN. TOF' OFT CURB ' • • I I 156+00 SCALE; 1 "-40' ' 157+00 C-3525 JAMBOREE ROAD REHABILITATION PROJECT DATE 10/20/02 REV1EWED CHECKED S.D. DES'GNEO S,D. DRAWM HN CiTY ENGINEER PREPARED BY; DATE R-5813-S i---=sHEET I 5 OF 7 .... • ;:: ifl I @ /I Pjj ' "'1 CHEVRON DETAIL "i3" NTS INSTALL 4" WHIT£ I.AN£ UN£ WITH RAISER MARKER (DETAIL 11 & 1 :J) INSTALL 4" SOLID WHITE LANE LINE, 50' LONG INSTALL 8" SOLID WHITE Cl!.4NNEL!ZING LIN£. (DETAIL :JBC) INSTALL PAVf:l,/ENT LEGENDS AS SHOWN. (THE:RMOPLAST/C} INSTALL 12" SOLID WHI/£ Cl?OSSWALK LINE. (THERMOPLAST/CO /NS!4LL 12" SOLID W/-l!TE STOP BAR. (THERMOP/ASTIC) INSTALL i-WAY YELLOW REFLECTIVE V.ARK£RS ADJACENT TD M£D/4N. (D£TAIL 26) INSTALL 12" W/-1/TE CHEVRON. INSTALL 4" DOUBLE Y£LLOW LIN£ PER CALTP.ANS STD. 21 & 23. INSTALL 7YP£ A MARKER @ 4' INSTALL 5" SOUD WHITE BIKE LAN£ UN£ (D£TAIL 39) 7YPc K MARl<ER SNALL BE INSTALLED !N T,'-/E CENTER OF ALL MEDIANS AT THE RADIUS POINT AT EAC/-1 END OF THE MEO/AN. '-' "' ~ '"""c::i"' p "'" ~~. (Q ,,.~ '"-·;3_ .' .::: _ ___ ,., ....... .... ,,:,-. ~,,, ···-·. /, ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC., SHALL BE PER STAT£ OF CAUFOl?NIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 1999 EDITION, -, 2. ALL 12" W/-1/TE CR YELLOW STRIPING SHALL REFLECTOR/ZED THERMOPLASTIC, UNLESS OTH£RWISE INDICATED. ALL THERMOPLASTIC STRIPING MUST 13£ REMOV£0 PRIOR TO SLURRY OR 0\/ERLA Y. ALL EXISTING PAVEMENT MARKERS MUST 8£ REMOV£D PR/DR TO SLURRY OR OV£RLAY AND REPLACED WiTH NEW MARKERS, UNLESS OTHERWISE SHOWN. -ALL Rffl.E:ClWE PAVEMENT MARKERS SHALL /-/AV£ GI.ASS COVERED REFLECTIVE FACES OR BE 3M SERIES 290 MARKERS. ALL NON-REFLECTIVE PAVEMENT MARKERS SHALL BE CERAMIC. -ALL STOP BARS TO BE 12" WHITE @ I /2 A UNLESS OT/-IERW!SE NOTED. 3. STRIPING AND MARKERS SHOULD BE 2 COATS RAPID DFIY W/GLASS 8£ADS FOR REFLECTION. (5££ SPEC.} 4. SIGNS FINAL LOCATiON TO BE DETERMINED IN TH£ AELD BY CITY/STATE'S AELO INSPECTOR. 5, ALL Tf?AFF"fC SiGNAL LOOPS SHALL BE INSTALLED PRIOR TO FINISHED STRIPING AND APPROVED BY THE ENGINEER. SCALE: 1"==40' O::LY src~ AHEAD 1 ~ 4 B L '¾ s CHEVRON DETAIL "A" NTS "'ONL y" TO BE INSTALLED PER STD, A24E: "STOP" TO BE INSTALLED PER A24D. "AHEAD" TO 8£ INSTALLED PER STD. A24D TYPE I AR.ROW PH? STD. A24A. TYPE IV AF/ROW P£R STD. A24A. TYPE WI ARP.OW PER STD. A24A. "BIKE" TO 8£ INSTALLED PER STD. A24E. "LAIVE" TO BE /NSTALLED PER STD. A24E. EXIST. TO 8£ PROTECTED !N PLACE EXIST. TO 8£ PROT£CTED IN PLACE NOT£: TYPE I ARROW TO 8£ 5' FOF? 8!K£ LAN£. D D (ill ~ C-3525 STRIPING PLAN JAMBOREE ROAD REHA!BILIT A TION PROJECT DATE ~IEWED _ 10 /20 /02 ~V,\f'.!J ~,,,_ CHECKED CB~,[tl'.iGiMEER 1-===s~,Dfc•===I PREPARED s,, DESIGNED S,D. DRAWN HN R-5813-S SHEET 6 OF 7 la I) I iL ~ 4-~ ~ ~ w z -.J :::r: 7 (2 . I -<( ~ 0 0 + " ----- '<I---,- P1 O~lY "ONLY" TO BE INSTALLED PER STD, A24£ S!OP "STOP' TO 8£ INSTALL£D PER A24D. fJ1fAI} 'AHEAD' TO BE INSTALLED PER STD. A24D ~ TIPE I ARROW PER STD. A24A. "\ TYPE IV ARROW PER sm. A24A. <;;.t TYPE VII A17ROW PER STD. A24A. B "BIKE" TO BE INSTALLED PER STD. A24E. l "LANE:" TO BE INSTALLED PER STD. A24E. '\i\ EXIST. TO 8£ PROTECTED IN PLACE S EXIST. TO 8£ PROTECTED IN PLACE. NOTE: TYPE I ARROW TO BE 5' FOF/ BIKE LANE. INSTALL 4" WlliT£ LANE LINE WITH FIA/SER MARKER (DETAIL 1 I & 1 J) INSTALL 4" SOLID WHIT£ L4NE LINE, 50' LONG ® INSTALL B" SOLID 1/1.1-f!TE CHANNELIZING UN£. (DETAIL 38C) INSTALL PAVEMENT LEGENDS AS SHOWN. (THERMOPLASTIC) .INSTALL 12" SOLID WHIT£ CROSSW4LK LINE. (THERMOPLASTIC(! INSTALL 12 • SOLID WHIT£ STOP BAH. (TH£RMOPLAST/C) !NST,ALL 1-VIAY )'ELLOW R£FL£CTIV£ MARKERS ADJACENT TO MEDIAN. {DETAIL 26) INST,4LL 12 • WHITE CHEVRON. INSTALL 4" DOUBLE YELLOW UN£ PER CALTRANS STD. 21 & 2J. INSTALL TYPE A MARKER @ 4' INSTALL Ii• SOL/0 WHITE BIKE LANE LiNE (DETAIL 39) TYPE K MARKER SHALL 8£ INSTALLED IN T,'!£ CENTER OF ALL MEDIANS AT THE /?AO/US POINT AT EACH £/ID OF THE MEDIAN. ',,. .,, i' ,,~~-.~ -•' I. ALL STRIPING DETAILS, MARKINGS. MARKERS, ITC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD PLANS, 1999 EDITION. 2. ALL i2" WHITE OR YELLOW STRiP!NG SHALL REFLECTOR/ZED THERMOPLAST/0, UNLESS Off/ERWISE INDICATED. -ALL THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY OR OV£RlAY. -ALL EXISTING PAVEM£NT MARl<ERS MUST 8£ REMOVED Pl?IOR TO SLURRY OR OV£l?LAY AND REPLAC£D WIT/·-! N£W MARK£f?S, UNLESS OTHERWISE SHOWN. -ALL REFLECT/VE PAV£MENT MARKERS SHALL !-'AV£ GLASS COVERE.D F/£FL£CTiV£ FACES OR 8£ 3M S£:R!E:S 290 MARKERS. ,, ALL NON·-l?EFLECT/VE PAVEMENT MARKERS SHALl 8£ CERAMIC. -ALL STOP BARS 7V BE 12" WHITE @ 1/2 A UNL£SS OTHER'/VlSE NOTED. .'I. STRIPING ANO MARKERS SHOULD BE 2 COATS RAP/0 DRY W/GLASS BEADS FOR IIEFL£CT/ON. (S££ SPEC.) 4. SIGNS !"iNAL LOCATION TO BE D£TERMiN£D IN TH£ FIELD BY CITY/STAT£'$ F/£LD /NSP£CTOR. 5. ALL TRAFFIC S!GI/AL LOCPS Sf/ALL BE INSTALLED PRIOR TO FINISHED STl?IP/NG AND APPROV£D BY THE ENG/NEEF/. I \ (3 /,/ /, ... / ,-'',,t • CHEVROM DETAIL "A" NTS I J I , I I / SCALE: 1 "=40' DESIGNED S.D. DRAWN HN ' I ' i ., ' \ J ' I ,, ;: \\° C-3525 STRIPING PLAN JAMBOREE ROAD REHABILITATION PROJECT R-5813-S SHEET 7 o, 7