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Home My WebLink AboutR_6054_SCITY OF COSTA MESA VICTORIA ST . , 'c JOHN WAYNE .>..J AIRPORT /) :f>('{, -%,)- ~ r of PROJECT LOCATION PA C!Ftc OC[AN VICIN ITY MAP NOT TO SCALt SYMBOL LEGEND • POWER POLE 0 CO SANI TARY SEWER CLEANOUT ® SANI TAR Y SEWER MANHOLE <cf FI RE HYDRANT Bl WM WATER METER BOX & SER'v1CE D GM ' GA'S METER ----%-VALVE POWER POLE ANCHOR D:, MONUMENT -x -x -x-FENCE BLOCK WALL ~ TREE {J {J SHRUBBERY -= .,,, .,,, =· ASPHALT PAVEMENT ~~~ •Lil' ;:;:;:;.'::::::::: BRICKWALK 1· . · I CONCRETE l ////1/d BUILDING EXISTING CONSTRU CTION PROPERTY LINE ----NEW CONSTRUCTION - --t;,_ --_-CENTERLINE ----S----'· SEWER LINE -----W-----WATER LINE ---G ---GAS LINE --E --POWER LINE -T TELEPHON E LINE -CTV-CABLEVISION LINE -SP--. SPRINKLER SYSTEM . :0: STREET LIGHT 7T SIGN BAS IS OF BEARINGS: •, p._\/( --t --+--.+- FORD 0 ~1' & :JS .~ ' ABBREVIATIONS (IN ADDITION TO GREENBOOK SECTION1-3.2) ARV AIR RELIEF VALVE BLK BLOCK SVCS BEGIN VERTICAL CURVE STATION BVCE BEGIN VERTICAL CURVE ELEVATION Cl CAST IRON CNB CITY OF NEWPORT BEACH l CONSTRUCTION STATIONED LINE CL CLASS CLR CLEAR CA TV CABLE TV OVff TX. DRIVEWAY TOP OF "X" E ELECTRIC (SCE) EXIST EXISTING FM FORCE MAIN FE FLANGED END FL FLOW LINE FLG FLANGE GB GRADE BREAK GE GROVED END GV GATE VALVE G GAS IP&T IRON PI PE AN D TAG MILS MILLIMETERS MIN MINIMUM MJ MECHANICAL JOINT NG NA TIJRAL GROUND NTS NOT TO SCALE NW NORTHWESTERLY NO NUMBER PE PLAIN END PROP PROPOSED RET RETAINING RWV RESILIENT WEDGE VALVE SCE SOUTHERN CALIFORNIA EDISON SCH SCHED ULE SCO CLEANOUT (SEWER) SHT SHEET STL STEEL Cl CONSTRUCTION STATIONED LINE SQ SQUARE S SEIVER STL STEEL T TELEPH ONE TV CABLE TELE'v1SION W/ 111TH W WATER R/W RIGHT-OF-WAY EMERGENCY TELEPHONE NUMBERS THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MACAR TIHUR BL VO BEING SHOWN AS N1 1·47' 40"W AS SHOWN ON PARCEL MAP NO. 2000-132, PMB 347 /32-35. SOUTHERN CALIFORNIA GAS COMPANY SOUTHERN CALIFORNIA EDISON COMPANY AT&T TELEPHONE COMPAN Y CITY OF NEWPORT BEACH (UTILITIES DEPARTIMENT) ORANGE COUNTY SANI TATION DISTRICT BENCHMARK: BM: 3S-46-99 ELEV-201.091 (2011 YEAR LEVELED, NA'1l88) FOUND 3 3/4~ OCS ALUMINUM BENCHMARK DlSK STAMPED "3S-46-99~ SET ON THE TOP NOR1HERLY CORNER Of A 4.0 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE S001HEASTERL Y SIDE OF MACAR1HUR BOULEVARD, 0.6 MILES NCRTHEATERLY OF SAN JOAOOIN HlllS ROAD. 175 FT. SOU1H\\ESTERLY OF A LANOSCAf'E MAINTENANCE ORIVEWA Y. MONUMENT IS SET LEVEL .,1H SIDEWALK. TI ME WARNER CABUE UNDERGROUND SER'v1CE ALERT MC\® CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG DAY a::: C) ~ w -> a::: 0 co a::: ~ (800)-624-8153 (800)-611-1 911 611 (949)-644-3011 (714)-962-2411 (714)-542-6222 (800)-422-4133 (949)-574-1000 PUBLIC WORKS DEPARTMENT MACARTHUR BOULEVARD PAVEMENT-REHABILITATION PHASE 1: FROM EAST COAST HIGHWAY TO 1,000 FEET NORTH OF SAN JOAQU IN HILLS ROAD PHASE 2: FROM 1,000 FEET NORTH OF SAN JOAQUIN HILLS ROAD TO FORD ROAD/BONI TA CANYON DRIVE MAC ARTHUR BLVD NIGHT (800)-624-8153 (800)-611 -1911 611 (949)-644-3717 (714)-644-6222 (800)-422-4133 (949 )-631-1200 C-5870 DATE: APPROVED: tt' !Lfi;-• . MARK V OJEWC, DE0 P.W. DIRECTOR / CITY ENGINEER DATE: /. 2{:; ·/0 • #10/--------.j__---1 INDEX MAP NOT TO SCAUE -PROJECT AREA W SHEET NUMBER CORES LOG C-13 C-12 C-23 c-i . C-11 C-2 C-22 C-10 C-3 DMS CONSULTANTS, INC. CIVIL ENGINEERS 12Jn Lew~ S l!IJ1 Cio'Jrt!)rl Grm CA. 92E40 ;:, 714-7-40•88+:l F. 714-H0-88-4'2 - (PHASE 1) 6" ACI 12" AB 9_3• AC/ 8.8" AB 10.5" AC/ 8" AB 11 " AC/ 5" AB 9.B'ACI 5.3" AB 11.5" ACI 3' AB 10.5" AC/ 6" AB 10.3" AC/ 6.3" AB 15" AC/ NA nVE ~~, <"~ \ -1i: 0, 34659 9 /30/ CIVIi. C~l,t CORES LOG C-9 C-21 C-8 C-20 C-19 C-7 C-6 C-5 C-17 C-4 C-16 SUREN DER M. DEWAN RCE 34559 DATE DESIGNED SD DRAWN NC (PHASE 2) 6.5" AC/ 12"AB 6" AC/ 12" AB 6.5" AC/ 12" AB 6" AC/ 12" AB 7" AC/ 12" AB 6.8" AC/ 12" AB 7.5" AC/ 12 " AB 7.3" AC/ 12 " AB 6.3" AC/ 12" AB 7" AC/ 23" AB 7" AC/ 20" AB APPROVAL RECOMIIHJEO, l(£,("\__ MIKE PISANI M.0.0_ DEPUTY DIRECTOR DATE or(ulf, I NO. DATE DESCRIPTION OF REVISIONS APPROVED -RC( 34559 EXP. 9 307"f', CHECKED DATE SD 03/03/1 5 APPROVAL AECOMIIHlED, DATE / -26 -II{, 1. 2. 3. 4. 5. 6. 1 2 3 4-9 GENERAL NOTES ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTIRACT SHALL BE CONSTIRUCTED IN ACCORDANCE WITH TIHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2009 EDITI ON AND SUPPLEMEN TS TO DA TE, EXCEPT AS OTHER'MSE STATED IN THE CITY'S STANDARD SPECIAL PROVl SIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. EXISTING UNDER GROUND UTILI TIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRAC TOR SHALL BE RESP ONSIBLE FOR VERIFYING THE ACTIUAL LOCATION ANO ELEVATION IN TIH E FIELD PRIOR TO BEGINN NG CONSTIRUCTION. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION , ANO FINISH TO ADJOINING IMPROVEMENTS . PROPOSED PAVEMENT ANO CURB AND GUTTER SHALL JOIN AND MATCH LINE ANO GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. AN Y DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE IMMEDIATE ATTEN TION OF TIHE CITY OF NEWPORT BEACH PUBLIC WORKS DEP T. FAILURE TO DO SO WILL PLACE RESPONSIBILITY ON THE CONTRACTOR FOR CORRECTION. CORRELATlOt-1 OF DRAVANGS AND SPECIFICATIONS. ANY WORK NOT INDICATED ON TIHE DRAWINGS BUT CALLED FOR IN TIHE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICA TIED ANO CALLED FOR IN BOTIH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTIRACTOR'S EXPENSE. 0 0 0 0 0 ® 0 ® 0 @ ® @ @ @ @ @ @ @ @ @) @ @ CONSTRUCTION NOTES EXCAVATE EXISTING PAVEMENT FOR PROPOSED STRUCl\JRAL SECTION/IMPR0'8\ENTS. REMOVE EXISTING PAVEMENT AND CONSTRUCT 6° THICK AC BASE COURSE OVER EXISTING BASE. COLD MILL EXISTING AC 2-INCH THICK. CONSTRUCT 2-INCH THICK ARHM OVERLAY. REMOVE EXISTING CURB & GUmR AND CONSTRUCT TYPE A PCC CURB (B" CF) AND GUTTER PER CITY STD. 182-L. CONSJRUCT PCC SIDEWALi< PER CITY STD. 180-L. REMOVE EXISTING CURB RAMP, CURB & GUffiR AND RECONSTRUCT PER CITY SID PLAN 181-1.. CASE PER PLAN, UNLESS INDICATED MODIFIED. REMOVE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CAL TRANS SID PLAN A88A, CASE f, UNLESS INDICATED MODIFIED. INSTALL ~ DETECTABLE WARNING SURFACE, UNLESS OTHERWISE INDICATED ON PLANS_ CONSTRUCT TYPE A PCC CURB (6" CF) IN MEDIAN DIVIDER PER CITY STD. 182-L. REMOVE AND RECONSJRUCT MEDIAN CURB & GUTTER, TYPE A PER CITY STD. 182-L. REMOVE AND RECONSTRUCT EXISTING CONCRETE\STAMPED CONCRETE IN MEDIAN DIVIDER, COLOR AND PATTERN TO MATCH EXISTING. • REMOVE AND REPLACE EXISTING MEDIAN MAINTENANCE RAMP. CONSTRUCT 1818 BROOKS DRAIN BOX 111TH GRA TE INLET AND LOCAL DEPRESSION PER DETAIL SHEET 3. REMOVE EXIST. & RECONSTRUCT 6" CONCRETE OVER NATIVE. REt.1911[ Mm RElt4ST.-6tL±:: o:is=m~s SIGIJ POST. ADJUST WATER VAL VE BOX & COVER TO GRADE PER CITY STD. 511-L. ADJUST SEWER/STORM DRAIN MANHOLE FRAME & COVER TO ·GRADE PER APPLICABLE CITY STD. PLANS. ADJUST UTILITY MANHOLE COVER TO GRADE (BY OTHERS). REMOVE AND REPLACE EXISTING STREET LIGHT PULL BOX, REMOVE AND REPLACE TRAFFIC SIGNAL PULL BOX. REPLA8E EXISTING ffiAFR€ L.e0PS IN 1<1119 PER Pe1,,1 DHl,ILS 811 CDNSlR UCT 2' i mE FULL DEPTH AC, SEE DETAIL SHEET 3. INSTALL SOD AND LANDSCAPE TO MATCH EXISTING. REMOVE AND REPLACE 111TH NEW SURVEY MONUtAENTS. SHEET TITLE SHEET TYPICAL SECTIONS AND DETAI LS TYPICAL SECTIONS ANO DETAILS INDEX PHASE 1 STREET IMPROVEMEN TS MACAR THUR BLVD . (FROM EAST COAST HIGHWAY TO STA. 156+00) 10-15 PHASE 2 STREET IMPROVEMENTS MACARTHUR BL VO. (FROM STA. 156+00 TO FORS RD/BONITA CANYON DR) 16 INTERSE CTION DETAIL PLAN (MACARTHUR BLVD AND FORD RD/BONITA CANYONDRIVE) 17-19 PHASE 1 SIGNAGE AND STRIPING PLAN (FROM EAS T COAST HIGH WAY TO STA. 156+00) 20-22 PHASE 2 SIGNAGE AND STR IPING PLAN (FR OM STA. 156+00 TO FORS RO/BONITA CANYON DR ) C-5870 APPROVAL RECOMMENDED: TIT LE SHE ET t...1ACARTHUR BOULE.V ARD PAVEMENT REHABILITATION ANDY TRAN, RCE 63670 SENIOR Cl'v1 L ENGINEER FROM EAf;f COAST HIGHWAY TO FORD ROAD/BONITA CANYON DRIVE CITY OF NEWPORT BEACH R-6054-S PUBLiC WORKS DEPARTMENT SHEET 1 or 2? R/W 70' VARIES 00 EXIST. CURB 2:IMIN --7:~--OJ • ·, ---• • ~ ""-'-l +" fl VARIES ,.}avazav22a1,&&4 ·~ ~1 EXIST SIDEWALK} .l &&¾&4;<&2-~-·· ® 1· .• , . CJ'.:L----------',"' • ·': 2" COLD MILL \ EXIST. CURB • 2" ARHM OVERLAY & GUTTER ® VARIES VARIES VARIES VARIES EXIST. 00 • SEE PLAN FOR LOCATION OF PROPOSED CURB & GUTTER ANO SIDEWALK MACARTHUR BOULEVARD R/W VARIES ••• R/W SEE PLAN FOR LOCATION OF PROPOSED MEDIAN STAMPED CONC. VARIES 12· VARIES 48' 00 N.T.S. (S TA. 104+20.00 TO STA. 108+69.74) Cf. VARIES VARIES VARIES VARIE6 00 MACARTHUR BOULEVARD N.T.S. (STA. 11 3+07.14 TO STA 125+77.83) VARIES VARIES 28' 48' EXIST. CURB EXIST. ME01~"10ER r ·--00 &GU[DR \ 1_ --~f 1 2" COLO MILL VARIES VARIES ~ 1 ---_J_,~ "'} / EXIST. CURB A OJ 2" ARHM OVERLAY • SEE PLAN FOR LOCA TION OF PROPOSED CURB & GUTTER AND SIDEWALK R/.W 12· I 2:l;MIN • EXIST. SID ® 2" COLO MILL I. . 2" ARHM OVERLAY ~j_ __ _ ~ -- MACARTHUR BOULEVARD N.T.S. (STA. 133+63.53 TO STA 140+62.51) 158' 74' 84' 48' 00 EXIST. 00 MEDIAN 0I"1D VARIES EXIST CURB & GUTTER~ OJ •. . '' . -,i .1 ------l--~ w,< 2" COLD MILL 2" ARHM OVERLAY OJ EXIST. CURB OJ 2" COLD MI LL 2" ARHM OVERLAY VARIES ----=.,:,_ MACARTHUR BOULEVARD N.T.S. (STA. 141+82.51 TO STA 143+46.72) 12' R/W VARIES 12' ---- R /W VARIES R/W 12' R/W R/W R/W VARIES VARIES VARIES VARIES VARIES 0 6 EXI VARIES 0 VARIES 12' VARIES MEDIAN DIVIDER 12' 2:IMIN ---,-- (i)J) •• />.-_ .,.j--'.--r:-1:,.;'.\ 0 ~ ~ -~ ---- ., : 1 1: .·: 2:1M1N rl . ·J 0 ----~==·1<,Jl -• DOST. SIDEWALK} 1:_L '' "j 1·:: Ji..::.\ . -~x:ST-CURB-......_.,,._, ~EXIST. CURB------~ ---_ .J·\·.·.l EXIST. SI® 27:l,IIN - ® I:, o/. R/W EXIST. CURB & GUTTER •• SEE PLAN FOR LOCATION OF PROPOSED 6" AC BAS£ COURSE VAR IES 48' 12' 00 OJ OJ . 2 COLO MILL EXIST CURB 2" COLO MILL 2" ARHM OVERLAY & GUTTER 2" ARHM OVERLAY MACARTHUR BOULEVARD N.T.S. (STA. 146+00.00 TO STA 150+00.00) V~RIES VARIES VARIES VAi l[S 48' EXl~T. MEDIAN DIVIDER 00 ••• R/W SEE PLAN FOR LOCATION OF PROPOSED MEDIAN STAMPED CONC. R/W VARIES 12· @21 ••• I EXIST. CURB I & GU TTER ~ I ---[Xlcb CURB: "i-.,.:,-_jl----r-'11-OJ 2llMIN jg"\~ , • T -~ -__ --2:l;IIIN · I K · · .' [ \_EXIST. S )[WALK ---re-==~..-! 1 ~ : ., [ J.? _' __ .J:.J' ® • EXIST. 'OEW~L~j .::_ :.pL. ----~ ~J_ --------EXIST. CURB ® r •-r --->)-6 ~-. j_ __ - --2" COLO MILL & GUTTER , 2" COLO MILL 2" ARHM OVERLAY EXIST. CURB 2" ARHM OVERLAY & GUTTER ••• R/W SEE PLAN FOR LOCATION OF PROPOSED MEDIAN STAMPED CONC. MACARTHUR BOULEVARD N. T.S. (STA. 156+00.00 TO STA 186+50.00) VARIES VARIES VARIES VARIES VARIES 0 VARIE EXIS). VARIES 0 12' 0 VARIES ~ ~-. [l(JST. CURB OJ 2" COLO MILL 2" ARHM OVERLAY MEDIAN ~IVIOER @~-- 1 ;..,,,~~~ ~=,o,,--,--( . . < • ,, ' ' ' ' . . . • I I. • 0 2~IN ~------- -~,\_ EXIST. CURB OJ 2" COLO MILL 2" ARHM OVERLAY MACARTHUR BOULEVARD •• 5£[ PLAN FOR LOCATION OF PROPOSED 6" AC BAS£ COURSE N.T.S. (STA. 186+50.00 TO STA 203+50.00) ~ ::, u "' < V, R/W VARIES VARIES 12' (i)J) •• NOTES 0 0 G) 0 0 © @ OJ PROTECT IN PLACE. CONSTRUCTION NOTES EXCAVATE EXISTING PAVEMENT FOR PROPOSED STRUCTURAL SECTION/IMPROVEMENTS. REMOVE EXISTING PAVEMENT AND CONSTRUCT 6" THICK AC BASE COURSE OVER EXISTING BASE. COLO MILL EXISTING AC 2-INCH THICK. CONSTRUCT 2-INCH THICK ARHM OVERLAY. REMOVE EXIS TING CURB & GUTTER ANO CONSTRUCT TYPE A PCC CURB (8" CF) AND CUTTER PER CITY STD. 182-l. CONSTRUCT PCC SIDEWALK PER CITY STD. 180-L. REMOVE ANO RECONSTRUCT EXISTING CONCRETE\STAMPEO CONCRETE IN MEDIAN OMOER, COLOR ANO PATTERN TO MATCH EXISTING. DISPOSITION NOTES 1. NO STORAGE OF ANY EQU IPMENT OR MATERIALS ON MEDIANS. DMS 2. PROTEC T IN PLACE ALL EXISTING LANDSCAPE/TREES AN D IRRIGATION SERVICES AT ALL ME ADI ANS. 3. REPAIR ANY IRRIGATION SERVICE/METER DAMAGED TO MATCH EXISTING. REVIEWED: TYPICAL SEC TION S MACARTHUR BOULEVARD C-5870 FRANK T. TRAN, RCE 62B45 CIVIL ENGINEER From 1 ODO' N/0 San Joaquin Hills Rd to Bonita Canyon Dr SURENDER M. DEWAN RCE .3-4559 EXP. 9 30 15 NO. DATE DESCRIP TI ON or REVISIONS DESIGNED: DRAWN: SD NC CHECKED: DATE: SD 01 26 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6054-S SHEET 2 OF 22 {;:_' (j «-"' (120.74)TC (120.JOJFS °'t::-----C, ' I 020.14)TC ,---. j (1 19.49)FL I j I ,.__ l/49), ....____ ....____ ,if "1 C ,q Ii' !f..fuli' 8( vo D • SE C, OOIFIE C, .. """~"'~ -1: =---=::::::= =---:::::::; (252.76)TC (252 .12)FL ' ,, -C',o -----,,~r--f-----"":,.--'---~--->--~ ' DETAIL •D• SCALE=1"=20' MACARTHUR BLVD I I (121.54)TC I (l20.9Q)fS I I -- I I Aki: H '&3 I I 23 I I (251.27)TC / (250.65)FL I I 250.98)BW (251.J 4)BW \ (251.52)Bw ~'-(,.0& ◊ -- ()""e,. I ~-e,.,.. --""~"' ~ Cl'. 0 3:: -~ Lu > Cl'. 0 CD Cl'. ;; ~ "' 1-tuli' I n~'!!'<J>''t'' ~ -v, &('. ,01. n' ~ y \ \ /VD ,z, ~ ~ -Q.. 1/' ' DETAIL •c• SCALE=1"=20' DETAIL •G• SCALE=1"=20' NOTES 1. NO STORAGE OF ANY EQUIPMENT OR MATERIALS ON MEDIANS. 2. PROTECT IN PLACE ALL EXISTING LANDSCAPE/TREES AND IRRIGATION SERVICES AT ALL ME ADI ANS. 3. REPAIR ANY IRRIGATION SERVICE/METER DAMAGED TO MATCH EXISTING. / / l MACARTHUR BLVD DETAIL •E• STA. 105+34 SCALE=1"=20' ~ EXIST. SD LIMIT LINE OR CROSSWALK PER PLAN .?>-+---+---~+-LEFT TURN 0 0 I LANE <'-+--?--+THROUGH I I I I I I LANES B[KE LANE E:DGE OF GUTTER LEGEND: l-0X 0XB 0 0 @ ,_,__-CURB FACE 00 1-0x 12-0x NOTES: 0 DETECTOR INPUT FOR THROUGH PHASES DETECTOR rNPUT FOR LEFT TURN PHASES BICYCLE LOOP DETECTOR INPUT CALTRANS TYPE E LOOP DETECTOR MODIFIED CALTRAN S TYPE E LOOP DETECTOR CALTRANS TYPED LOOP DETECTOR (3'x6') I. UNLESS OTHERWISE I DICATED TYPE E LOOPS SHALL BE 6' DIAMETER AND TYPE D LOOPS SHALL BE 3'x6'. 2 . LOOPS SHALL BE CENTERED IN THE LANE UNLESS OTHE RWISE SHOWN . PLACE LIMIT LINE LOOPS l' IN ADVANCE OF CROSSWALK. 3. A MAXIMUM OF' 4 LOOP DETECTORS SHALL BE ON l DLC. 4. SEE STD-810-L-B FOR CALTRANS MODIFIED TYPE E LOOP WlNDING DETAIL. TWISTED CLOCKWISE Start INTO A PAIR (AT ifXXX:C:;:::::Finish LEAST 2 TUR S PER --~-:ff FOOT) WIN DING DETAIL MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) SAWCUT DETA [L MODIFIED TYPE E LOOP DETECTOR (NOT TO SCALE) TRAFFIC LOOP DETECTOR DETAIL N. T.S. PROPOSED GALVANIZED GRATE & FRAME LOCAL DEPRESSION TOG PER PLAN _,, FL PER PLAN G] 0,-0 • ~.., N Op C} '\, -~· '\(;J(? ~ X x,?, e:,'<-~ CONSTRUCTION NOTES \ \ JUCTION STRUCTURE #2 '>--+----+-----1'--+-r \ \ \ PER CITY STD. 311-L \ \ w PROPOSED 12" PVC SRO 35 DRAIN PIPE 00 "' "' -= ,...; © ® @ 0 @ @ @ CONSTRUC T PCC SIDEWALK PER CITY STD. 180-l. REMOVE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CITY STD PLAN 1B1-L, CASE PER PLAN, UNLESS INDICATED MODIFIED. REMOVE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CAL TRANS STD PLAN A88A, CASE F, UNLESS INDICATED MODIFIED. INSTALL 2' x f DETECTABLE WARNING SURFACE, UNLESS OTHER~SE INDICATED ON PLANS. CONSTRUCT TYPE A PCC CURB (6" CF) IN MEDIAN ISLAND PER CITY STD. 182-L. REMOVE AND RECONSTRUCT CURB & GUTTER, TYPE A IN MEDIAN ISLAND PER CITY STD. 182-L. REMOVE AND RECONSTRUCT EXISTING CONCRETE\STAMPED CONCRETE IN MEDIAN DIVIDER, COLOR AND PA HERN TO f.lATCH EXISTING. @ DRAIN INLET AND LOCN~~ DEPRESSION DETAIL @ CONSTRUCT 1818 BROOKS DRAIN BOX ~TH GRATE INLET AND LOCAL DEPRESSION PER DETAIL SHEET 3. DETAIL •H• SCALE=1"=20' @ @ @ @ ® REMOVE EXIST. & RECONSTRUCT 6" CONCRETE OVER NATIVE. ADJJST SEWER/STORM DRAIN MANHOLE FRAME & COVER TO GRADE PER APPLICABLE CITY STD, PLANS. REMOVE AND REPLACE TRAFFIC SIGNAL PULL BOX. CONSTRUCT 2' ~DE FULL DEPTH AC, SEE DETAIL SHEET 3 INSTALL SOD AND LANDSCAPE TO MATCH EXISTING. DISPOSITION NOTES OJ PROTECT IN PLACE. C-5870 DMS REVIEWED: DETAILS MACARTHUR BOULEVARD SURENDER M. DEWAN RCE 34559 [XP. 9 30 15 NO. DATE DESCRIPTION OF REVISIONS FRANK T. TRAN, RCE 62845 CIVIL ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DA TE: SD 01 26 16 From East Coast Highway To 1000' N/O San Joaquin Hills Rd CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6054-S SHEET 3 OF 22 I ·-+---+---!-------+---u ~ ,=. ~ 1-----1--+--11---l---i-----l----l-----1--+----11--+--l---+--+----+--+--lf--+--t----t--t---t--t-----1----t-5i:•r.i:g>'-+--+--11--+--t--~ 8 --- -- u "' 11. 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V -.:-+ '---1-----1•4'> ~.,;. •---~---'--I --~--+---+----+--t---+---+--t----t----i--.:: ... ..,. -~ ---- , "'lg.._~· ff' ;:;:~;-i--!--t--t----l---+---l--+--l---+--t---+---t,---7 -=-=-~ t / I -1-SG +-1 -+---•--.-,,.; '!i -, •:! ---I\ -+---"'11---,:-4H";--+----"---"-4i~":-"'""--t=-+--t-\=f;XIS1',-50l/-TH-ME -IA1N-.,-l--+--l----+--+---+--+---1----+---- N' " TOP JF CUR 1 --I -UV> ---I != S:+---1-----1----l-----l--+--l---+--+----+--+----t----l 1---"'i1"'1•46 J+----1---+---1+_::----~4'=r=----1l-,--~;:l:;; , I 1-4-2 ~ :;:i \ I ~.:-+--+--+---+--+--1----t---t---+---t-- ,___ __ '-1-~t-50-,s v,,--1---'!'" ,,,.;_-t---\:=:-'Q{LSI.-5.0Uil:LM[DI.•~ ' -~ _:_: -S'LY TO~ OF CURB --+-----~~,i~ d O ' I I- f---~ O? o '°~ I I I~_,;_ '-t-<---1----1---+-6 :;i:c+--+----+--+--1--+---+---f----+--+--~ ---+-,---te, ,.-.-CD U ~, .__.. CD!=,_ ~4_--+---l--+--l---+--+----+--+--i--+--1-----1 a:, C0 I _ --t4s-l + .; ~---\. ---1---t----1---+---14--,J:u:::_-+-t EXIST. S'LY TOP OF CURB --!!--+--l----+--+----1 ::,..-+----il---+---t---+--+----t---t--_ _._ __ +---+--+---+---+---- J --: I -1·4,'2-" -+----+--1--+---+---t----+----l!---t---t---+---+---t--i-----i---------- 109+00 ,. 110+00 , V REVIEWED: FRANK T. TRAN, RCE 62845 CIVIL ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DATE: SD 01 /26/16 CONSTRUCTION NOTES COLD MILL EXISTING AC 2-INCH THICK. CONSTRUCT 2-INCH THICK ARHM 0\/ERLAY. CONSTRUCT PCC SIDEWALK PER CITY STD. 160-L. REMO\/E EXISTING CURB RAMP, CURB & GU TTER ANO RECONSTRUCT PER CIT Y STD PLAN 181-L, CASE PER PLAN, UNLESS INDICATED MODI FIED. REMO\/E EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CAL TRANS STD PLAN A88A, CASE F, UNLESS INDICATED MODIFIED. INSTALL ;>' x f DETECTABLE WARNING SURFACE, UNLESS OTHERl'!S[ INDICATED ON PLANS. ADJJST SEWER/STORM DRAIN MANHOLE FRAME & CO\/ER TO GRADE PER APPLICABLE Cl TY STD. PLANS. REMO\/E AND REPLACE TRAFFIC SIGNAL PULL BOX. 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CIVIL ENGINEERS ' .. . 59 SCALE: 1 "= 40 ' ~ CA. ,mo F. n, 7<:1M;::;:•67<D-M41 SURENDER M. DEWAN RCE J◄559 EXP. 9/30/15 xp 9/:l0/15 -I' """ Cl'/11. r;;~~ ,~-OF C~I..\~ NO. DATE DESCRIPTION OF REVISIONS ~ t.r 211 , 6 o [01/t s Q-/ :z-s/11 REVIEWED: 0 0 0 0 © 0 0 @ @ @ CONSTRUCTION NOTES EXCAVATE EXISTING PAVEMENT FOR PROPOSED STRUCTURAL SECTION/IMPROVEMENTS. REMOVE EXISTING PAVEMENT AND CONSTRUCT 6" THICK AC BASE COURSE OVER EXISTING BASE. COLD MILL EXISTING AC 2-INCH THICK. CONSTRUCT 2-INCH THICK ARHM OVERLAY. CONSTRUCT PCC SIDEWALK PER CITY STD. 180-L. REMOVE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CITY STD PLAN 181-L, CASE PER PLAN. UNLESS INDICATED MODIFIED. INSTALL 2' x f DETEC TABLE WARNING SURFACE, UNLESS OTHER\\1SE INDICATED ON PLANS. AO.AJST SE\\£R/STORM DRAIN MANHOLE FRAME & COVER TO GRADE PER APPLICABLE CITY STD. PLANS. CONSTRUCT 2' 111DE FULL DEPTH AC, SEE DETAIL SHEET 3 REMOVE AND REPLACE 111 TH NEW SURVEY MONUMENTS. 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N'L Y MEl!>IAN T1 b OF CURB ~ -,-. ~ ~ "1 ~ t ,; .,, t----+--+-1--+-1--+--+--;r---•,__ ____ ,_ 1--1-91n--l----+--+-_J~......,--"'"1",,::::.~l----t=.::....+=_J=i.::_-+...:...-11--+--t---t-"'-t-:::--, B4-H·B-/ -00 00 :::. !,:;" I • ,.., ~ ~ !'-. -±--+---t--::::::t ::-::~l-::-:-::--±~=-t=-~•-·--;'71f:--e:::::::+---j---,---j--;;ilt--t---t---i--;-/-1---,--~ -.::,. l :!J .~ "' ,. :c -EXIST. S'L Y MEDIAN IOP OF tURB ~ ~ --18 / -c -._ l_ 1o iii!-~.-......---le' ~ (£) Ll") / ~ '$' ----,_--..;;;;: --rS-~ f-§' ~--~ ~ N --_t---_ "!1: i ---...__ + I I --,~~ (D';n ~ I •----+---+-l•B;":1-+---+---t---1----,-"',. 0 1'""'r--t--+--~;--,,,:-11--lllt~t-----t-..--·N -~ ~--t---t---t----t---t---1~~c:t::---t-.::;t;:::,-r--+----s1 "'-«>--11---t----+---+--- .-_IQ l='•i:::;: -c:71-i'~ -'!:: r-,. N i= ~i.;-. L I -n --I ai CO ..,... C7'I ---.... -,:.. I"--r---. . z Q...,. - - -:: ,.... r-,. + --t9f_,-.,1----+--t---t--+---t--T' -+--+--.ill· --;; : \@-l-BO-rB• ~ ..; ~-t-,,..-:::_-__ +--1--EXIST. N'LY MEDI -N ---+ ::;,--;:::; c:> '". ,..;,..; u...J -""'+ u '_--._ ---a:ia:i'-.... TOPOFCURB -,--I_+--+·--..,-. a, "''--41----+-::::-,1-~ +---1,-..e---:-::,_,-k~-+-.....;l;.ll---+---t---l-~!,,!j"',;_--+ \ .... ea...... -l----+--+----1--+--t---+--+----t--""f--:._. :=. ~ °[f -- - i:c -;:-~ ....., -\ ~ ~\ -r-._ --I - l-----+--+--l---l---i:-:---t-'--+--+----+--+--1---t-"' j-f---+-.:cu:-1;."'1:----1p -,::H---r---t---t--'" i --1--.,+::::.-'"-cc;!--\;'"-l·i;;l:;;-\-l----ll-cmn-f~, --~-~'.~-- L----l--.....!--...L..-~~~g;,j~g~-t---l----l---l---1---1--+::~:::-~::~:+--+---~"',t'°k""-+-l=-ii,...0-.:-:::,,..~:::-+--t--~00 =°'lt,...~-ll;-jf--;~;-l~~~-'"'+---.::.~-'t·~---~ 1 ~ ~ "----EXIST. S\ Y MEDIAN TOP OF CU ~B ::::-.,_:;:-.n --o, -.t ..._ .,;.,. ..r, ffl+--•----J",-.--'---+--+---+---CJ! ~5-N cB: g ~ ~~ ----~ ~ ~ E_--;+ie: ~E..~ ~I ~ 1 ~ ~ ---J. ~ ~ ~---1--- --1-ee • • -+ a:i ~ -z --~ ~ ~ - - en l----+--ll--+--t--4 -=--+---+--+--jf-::--::-:+:::---:l::-::-:-:+::-:::=--+---t--+-7l---_:1ll:,jF'.1ll~-t---t--t---__;"-t,-:181-11----=,L!=::,--+---1---i~~+---t---t---t--.;ig--+---1r!=.:IU ~ I --...- ._. -_ ( a:i;= ::::-~, I ----r-- l----+-t 9;:;5-+---+--+--1--~-_:~~-+--t--f,-'-f.:_E:_:Xl_:S:_:T·+.:S_:'L:..:Y-,::.:P__:0F:.:...,.::.C.::.U..:.RB7 1--+--t---t--1·B: I ~-.::i--.... ...,.._,--t---+--t--,.,.Jl'.,,71"""'.1:::--+---11---+-;-1'4 ---t---t--+---+---1--+ioi-f]i; ::: G~-+--c-U~Ul---....... ~=-- • ---...._ / /c !=.. 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TANGENT 920. 70' 94.11 ' DMS .... CONSULTANTS, INC. CIVIL ENGINEERS SCALE: 1'' = 40' ' .. Nv. __ _ xp 9/.l0/15 ♦ CIVI\. ~ OF c~1.\f~ r w "'15 .... :,: .;z o< +:> N "' 6l t-- 0 .. "' \Ii 0 Q. t;; L,,J 1xcS WQ. a, "' -,. 193+00 ... 1-w w I V1 w w .... -19.>-t-O( V1 w z ..J - I u I- <( :::;; I 0 0 + ,,, a, ~ CA. 92~0 P 71<~74:,:::;:•~740-&H1 SURENDER M_ DEWAN RCE 34559 EXP. 9/30/15 NO. DATE DESCRIPTION OF REVISIONS ' I : +--+---lf--+--t---t---t--t---+--1r---t----t----i----;---t---;----,i---+ : . --1---,-. . +----+'1BO--:;-l---l---l---l---1f--+--t--+---+--t--+--,l--+---t---t---t--t---t----!l----1 +---t-1·75 --4---+--l--+--+---+---+---t--t--+--+--+--+---ir--t--;--+---t---·- ---, .__...., 1'12 ...__ t--+---,e---+---+--+---+--l--+-----11--+--i---t---+--J--+--,1--+---t---t---+-----i _j_ -·_L . 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TRAN, RCE 62845 CIVIL ENGINEER STREET IMPROVEMENTS MACARTHUR BLVD From Sta. 185+00.00 to Sta. 193+00.00 C-5870 DESIGNED: DRAWN: so NC CITY OF NEWPORT BEACH R-6054-S CHECKED: DATE: so 01 /26/1 6 PUBLIC WORKS DEPARTMENT SHEET 13 OF 22 l/) n )> ,-r, ~ = II b ) riJ t g,, 1 ill z a! .. ~ C"l n /C\~!~~t:J ~ Qr,..... • 0 '-, ~ ! t""' h ~ 0 t'l ._J • '-:J ~ ~Z> ~ "' it;: g ;' "' ~ !nz ~ ~-..., r i z(J)r/J. ~t'l 0 ~ -f t'l z -::,m u, li :ii n s' •• ~ "'. ..... ~ ~ f,/J, ';;i ::' z,~-·1~ ~ '-in ~. ~ ti3 ~ ' z 9 0 )> -< re 0 re (/) 0 ;u '6 =' ~ 0 .., ;u re ,;; Ill 0 z U) 0 I re 0 " re !=? -~ u, ' c'?r _ ·-I<• ,,, 0 re .., VJ ;o -)> §;? z re " 0 Q_. ,;; . Vl Ul r ~ o a r, > Zz a a Q~ > ;u z ::0 M ~ ::::ln o·· Z ;u r, ~ -•• ~ ... z "' m o 0 --I 7J -< C ~o O'TI ,, ~ 0 3 [r ~ -~ ~ ~z ~m G:!I: <fl_ 3:: (/) -I ;;o fT1 fT1 -j 0,, rn 0 ;1; :a ~ -I ~m zm -I ,. 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CIVIL ENGINEERS - I --- +--i· +-- . I t t-- - --+- --+---+- .. .. --1----1 + +-- ' ® \) ~""" '"'° p ,.,_,.:~;::;~•67'0%'2 SU RENDER M. DEWAN RCE 34559 EXP. 9/.30/15 NO. DA TE DESCRIPTION OF REVISIONS -!---1---~C----+---!--+---+---l---+--l----t---,---+---+---1-----+---t---l---+--!---+---- - --l---+-----+--+---+--t----t---,---t----+--+---+--!---+--,C----t----+--+---+--+-----l !---+---+--- - - -f,- - -- +----+--I----+ ---+----+--+---+--t---t---,r----t---t---1----+--+----+--,f----t----+--+----; +--- - +=-+-----I---+--+----+----+----+----+-,----+------+--+---+----+---+------+---+----+--+-- +----+--l----+----l---+----+--+---+--+-----t-----;1----t----+--+----+--+----+---;t----+---t--- -I-I- 0 0 0 0 © @ ® @ @ 0) @ CONSTRUCTION NOTES EXCAVATE EXISTING PAVEMENT FOR PROPOSED STRUCTURAL SECTION/IMPROVEMENTS. REMOVE EXISTING PAVEMENT AND CONSTRUC T 6" THICK AC BASE COURSE OVER EXIS TING BASE. COLD MILL EXISTING AC 2-INCH THICK. CONSTRUC T 2-INCH THICK ARHM OVERLAY. CONSTRUCT PCC SIDEWALK PER CITY sm . 180 -L. REMOVE EXISTING CURB RAMP, CURB & GUTTER AND RECONSTRUCT PER CAL TRANS STD PLAN A88A, CASE F, UNLESS INDICATED MODIFIED. INSTALL 2' • 4' DETECTABLE WARNING SURFACE. UNLESS OTHERWISE INDICATED ON PLANS. REMOVE EXIST. & RECONSTRUCT 6" CONCRETE OVER NA TIVE. AOJJST WATER VALVE BOX & COVER TO GRADE PER CITY SID. 511-L. INSTALL SOil AND LAN DSCAPE TO MA TCH EXISTING. REMOVE AND REPLACE WI TH NEW SURVEY MONUMENTS. DISPOSITION NOTE OJ PROTECT IN PLACE REVIEWED: STREET IMPR OVEMENTS MACARTHUR BLVD - i---- C-5870 FRANK T. TRAN, RCE 62845 CIVIL ENGINEER From Sta. 201 +00 .00 to Bonita Canyon Dr DESIGNED: DRAWN: SD NC CHECKED: DATE: SD 01 /26/16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6054-S SHEET 15 OF 22 0 <Xl ,-.. ix, "' ~ I A \ \ '"' . f::; -- I I I I I I /CD-+__,_ I I 4i I I f t . <"o fl.<,'> Ii; <:, I <"o ::ts. 'F'.-"'"(' l , ""'""" 20.00· -------!,~~-L ' ' ftR, <:, . . u ,._,-jz 7"<:, . . . ,,;;,',;[ 7" <:, . . . ---- I 5J' ,__ -:z 0 I (1) / I I <o"' RI'\,· '); ,,.s ~ .,, ' '\.,;;,'\.· 'o 1 (.c:s I I -- I I 46' JOIN EXIS T p • AVfl.ffNT 20· ----- a a -- . ,_, ... .J% a a /i1 20' --- 43' 20' a a 0 "' / '\,'o RI:'.,· '); ,,.s 20.00' a cc a 0 L, ST-20 4+87.38 MACARTHUR BL =ST 100+00.00 FORD RD -- ft ""'~ /'<J .. f"' "' . f::; 20· - • <,'\. ;% 44' ~& ~ -\IEMEN ij),-. "' 1-J' . I"' ~ . . . 20· ft'o <:, I I '•1-<j) I I I " I . ' I I I ·) I I I I , I -~R, '\."''\;s .• ~ , DMS CONSULTANTS, INC. CIVIL ENGINEERS ~ C< 918<0 P 71< 7:,:::;~• 6 HO M'2 SURENOER M. DEWAN RCE 34559 EXP. 9/YJ/15 I ) 0 - / --------------------[ ·..,. ,-.. L MACARTHUR BLVD ....... -,-~-1-... a z . f'l X vi -< 7J )> ;.;; ;c C, z -< ..,.,,, N ,-.. 0 , (.J.., &. il ~-- 0 ~ --------~ NO. 0 •2--• ..... SCALE: 1"=10' DATE DESCRIPTION OF REVISIONS 0 0 0 CONSTRUC TI ON NO TES EXCAVATE EXISTING PAVEMENT FOR PROPOSED STRUCTIJRAL SECTION/IMPROVE MENTS . REMOVE EXISTING PAVEMENT AND CONSTRUCT 6" THICK AC BASE COURSE OVER [XIS TING BASE. CONSTRUC T 2-INCH THICK ARHM OVERLAY. REVIE WED: INTE RSECTION DE TAI L PLAN MACARTHUR BL VD C-5870 FRANK T. TRAN, RCE 62845 CIVI L ENGINEER Ma c Arthur Blvd and Ford Rd/Bonita Canyon Dr DESIGNED: DRAWN: SD NC CHECKED: DA TE : SD 01 26 16 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-6054-S SHEE T 16 OF 22 / PI2 551----+ 0 .... Ill CONSTRUCTION NOTES (STRIPI NG) INSTALL 4" 111-ilTE LANE LINE (DETAIL 12i. INSfALL 4" SOLID WHI TE LANE LINE, 50' LONG. !--- INSTALL 8" SOLID lltllTE CHANNELZING LINE. (DETAJL 38A). INSTALL PA\'1:MENT LEGENDS AS SH0\11'1. , @ (§ §) (8 @ INSTALL 12" SOLID l'l)jlTE CROSSWALK LINE, UNLESS OTHERW.SE INDICATED. CROSSWALK \\IOTll TO BE MEASURED INSIDE TO INSIDE. ® INSTALL 12" WHITE CHEVRON @15' SPACING e INSTALL 6" SOLID lltllTE BIKE LANE LI NE (DETAIL 39 ) @ INSTALL 12" SOLID liHITE STOP BAR. 8 INSfALL LANE LINE EXTENSION (DETAIL 40) @ INSTALL 4" YELLOW LEH EDGE LINE (DETAIL 24) 8 INSTALL 4" 111-l!TE RIGHT EDGE LINE (DETAIL 278) @ INSTALL 8" 111-ilTE LANE DROP (DETAIL 37B) 0 INSTALL 6" \\HITE BIKE LANE @ INTERSECTION (DETAIL 39A) 8 INSTALL 6" v.HITE CROSS HATCH @ 75' SPACING. @ INSTALL DOUBLE YELLOW LINE @ MEDIAN NODE (DETAIL 28) 6 INSTALL INDUCTIVE LOOP DETECTOR PER DETAIL ON SHEET 3. P7 1. 2. 3. 4 5. 6. 7, ~ J ·- I I I I I S5 S2 /;/ I I I SI / GENERAL NOTES S2 S3 ALL WORK SHALL SE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIOIJS, THE STANDARD SPECIFICATIONS FOR PUB LIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). DATED JANUARY 2014. TllESE PLANS, AND THE CITY OF NE\\!'ORT BEACH ST ANO ARDS AND POLICIES. TllE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATI\,£ PRIOR TO FINAL APPLICATION OF PAVEMENT MARKIN GS OR STRIPING. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, ANO/OR SIGNAGE SHALL BE ACCEPTED BY TllE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. MATERIALS SHALL CQl,IPLY WITH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKINGS, AND CURB MARKINGS," Of THE STANDARD SPECIFICATIONS Of THE PUBLIC WOR KS CONSTRUCTION (GREENBOOI<), 2009 EDITION AND ALL SUPPLEMENTS. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZEO 1HERMOPLA$TIC AND APPLIED PER THE SPECIAL PROVISIONS. INSTALLATION OF TRAFFlC SIGNS SHALL BE PER TllE SPECIAL PRO'IISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS ANO STAINLESS STEEL HARDWARE. THE CON TRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PA\,'f°j.lFNT YARl<lt.lr.~ RY \ill="T C::::Ai'Jf)Rl Ar.::TINr. PFR RF"O!IIJ:.>F'UF"NTC:::: OF' C::F"r.Ti f'\N S3 54 6. 9. 10. 11. P3 P7 --? , ... -----"-® __ 1 __ _ o P4 N 54 P16 786' 150' - 51 S2 S3 S3 :i;o.:s.'iiii aF"n:ii'sTANOARo srtc1F1cATIONs roR Pusi:1c"woiii<s 0 c0Nsmuc110N (GREENBOOK) OR BY A METllOO APPROVED BY ENGINEER. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. TllE DIAGONAL STRIPE SHALL BE 6 INCH 11\ilTE AT 45 DEGREE ANGLE, ANO PL.'.CED AT 75 FOOT INTERVALS. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE INSTALLED PER CITY STANDARDS (REFER TO TRAFFIC LOOP DETECTOR DETAIL ON SHEEi 3). NEW STRIPING SHALL BE LOCA IcD AND APPR0\'1:D PRIOR TO POSITIONING LOOPS. RBl(CA) SIGNS TO BE 12"x8". INSTALL BLUE REFLEC1I'<1'. MARKERS AT E'JERY FIRE HYDRANT PER CI TY STANDARD PLAN STD-902-L DMS SUREHDER M, DEWAN Ra: 34559 EXP, 9 30/l 5, - S2 SJ CONSTRUCTION NOTES (SIG NING) INSTALL NEW SIGN (LOCATI ON AND TYPE PER PLAN). PROTECT EXISTING SIGN IN PLACE. * REMOVE ANO SALVAGE EXISTING SIGN. REMO\,£ AND REPLACE EXlSnNG SIGN ON EXISTI NG POST /STREET UGHT. RELOCATE EXISTI NG SIGN (LOCATION PER PLAN) REMOVE SIGN POST IF NO LONGER USED -P4 NO. DATE DESCRIPTION OF REVISIONS ...,_ S2 S4 S4 SCALE: 1'' = 40' REVIEWED: Ji.,...._.✓ ANTONY BRI R 45521 CITY TRA FIC ENGINEER DESIGNED: DRAWN: SD NC CHECK(D: DATE: SD 03 24 /16 -... V) @ .... z ,0 Nvi ~ 3' h' >-' "' x w ... w ..., --1---t~ (/) \ if I ~ -···· --+ /Ill ll(ll HID t ~ 4 8 L 71 s 0 --,_ ti) SIGN S (MODIFIED) NO STOPPING ENTIRE BLOCK ENTRANCE -+- NO TRUCKS LEGEND R3 -8 (MOD) R8-1 (MOO) SIGN "A" RS-2 (MOO) "ONLY' TO BE INSTALLED PER STD. A24E "STOP" TO BE INST.4LLED PER A24D. "AHEAD" TO BE INSTALLED PER STD. A240 TYPE I ARROW PER STD. A24A . TYPE IV ~.RROW PER STD. A2•A. TYPE VII AP.ROW PER STD. A24A. "8IKE" TO BE INSTALlEO PER STD A24E . "LANE" TO BE INSTALLED PER STD. A24E. EXIST. TO BE PROTECTED IN PLACE EXIST. TO BE PROTECTED IN PLACE. NOTE: TYPE I ARROW TO BE 5' FOR BIKE LANE . TYPE W ARROW. SIGNALIZED INTERSEC TION. CALTRANS MODIF11:0 TYPE E LOOP DETECTOR. CALTRANS TYPE D LOOP DETECTOR. SIGNAGE AND STRIPING PLAN MACARTHUR BOULEVARD From East Coast Highway to Sta. 121+00 C-5870 Cl TY OF N EVVPO RT BE ACH PUBLIC WORKS DEPARTMENT R-6054-S SHEET 17 OF 22 I. 2 4. 5. - -·------------- N (/) <X) N "' 52 S1 S2 >-' V) w S3 >-' (/) x w • S4 • SI Ji "'.., er \. 1/l ~ "' ,-: V1 x w <( u iii "' • p4 SIGN N.. POLE \ 51 ..... 1 t;J LEVARD --: --·-·-I "''l --,--4· · • 123 •• ~ ~-::!:~':0--;f~x ~..:...~~-2i~~ /-/ ....-...-..-✓--• ..--.. --...-~ ...,~·-,.. -::.-:.: ,_Y-.:;,----._ ·?' -V ,.,, ·v· 'lr~ ' __, __ !.,... __ I v~;, :::.-~t' ,,·:.,-r'--7 I -~~E.;..."z-i.:,-z~~";~~i;.;::~t.b..½o;~ -~~ 125 • V "i:~-) 125 V ~r ... :.;£.B ·::~-···- ·~ ,.. , • ~-,----:-•--i-----.· ----~v r.:.c.::s,+..c .... :•. ""':"ah."".'."~~' ---+-----. ,,.,_ ~ . . '. ~ ,.:e{-.-.r?'.C~ ..JXl;.. ··'-. ' ~ • --~1.4''-. ~~: 1-,._~ -,+_;,:---; ---~-.,;..-'""-~ ~~~ -"' ~ . ..: . • -,:-"ii , • • s:, -~-\~ ., • j~;~ _ ~ . ,,, ·,._ ~ ~ • ._ ---~ ... ••--~d~~ --E ~ N ---------.J're.'=-=~-. =o-'.O--C::=<te?-=1c!'.""".'.':.~•l-<~i,&2',i.~.C:i l .t~£·;~;;, ,._,.;;-;::;-..;,.;f~•· ~z!'f',;:,;;.;,.,.,:,. --:.·:-.5·~'· l >.,_4,""-'--~.;,,..::,.-:.,,...6:S-; ••;;1=:-:~• <c( -Pl4 -NI _LIMIT LINE P4 N r.;;;._....r,._~.._ ::51~-....... _,.:.-:;:.~.:'" -cvk ' g:::Er1~;:=~~~~;==~;:,g""il~~~~i~~~~~i~~~~~;;~~~:;:==:~:=:=========~AS:P:•:·•=~---~N -== =..:-::-= ::::·~-1---== -N 200' T ''f:;::·!2-:.~::.1'4~:.:.:.:.:.:.i:-:.:.:.t:.:.:.:.:."'"':I,.:_"2:.1~0·j~'-P""-4 ____ -c._;:_-_.J-f-+1----_-_-_-f+'-f':="'o:..:o-lc.i"',"'=i~ g:, r--1.0 = -~ ~ ,., ---------------------- -------· ._,_.,__ ... -~,..-~-,-;~p-':.~~~~::.--:::-.a:.:.;.~-;.~~--~..::;..-'i...,•' )f~_._;_::--·-,--~---.:.-.;·_: :-__ .. ---···- ¼. \.-.., GENERAL NOTES All WORK SHALL BE IN ACCORDANCE 1MTH THE PRO.(CT SPEO AL PROI/ISIONS, THE STANOARD SPECIFICATIONS FOR PUBLIC WORKS CONSffiUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, OATED 2010, THE CALIFORNIA MANUAL ON UNIFORM ffiAFFIC CONTROL DE"1CES (CA MUTCD), OATW JANUARY 2014. THESE PLANS, AND 11-iE CITY OF NEWPORT BEACH STANDARDS AND POLIOES. 6. 7. ,. INSTALLATION Of TRAFFIC SIGNS SHALL BE PER THE SPECIAL PR0"1SIONS AND INSTALLED ON NEW POSTS, EXISTING POSiS, OR EXISTING STREET LIGHTS v.lTH NEW BRACKETS AND STAINLESS STEEL HARDWARE. 0 P!J P1 ---------'a -·· er-·-----c- ,..""L·~r:....,,_,.._~:.t==-,...=o:n, .... ., z / .. _ a-: 8 c.:i :{ ·-~;~---·-- < ~ (ii t§. I ['---.. ·~ ... -. u ui vi / , ......... .:_:·•-.._ ~ ~ ~ E ~ / ; ,"""---~:·+:::-.·_·---. ~-- 1"10:::ll") ~, ' ' t:i 0:: O:::J ; /.. : ----. ...,:3::.,_:a:::~ V1ZV1~U1 XS!Xo X WV"IW W $4 S4 S2 IN STALL 12" M-ilTE CHEVRON 1115' SPACING INSTALL 6" SOLID 'MilTE BIKE LANE LINE (DETAIL 39) INSTALL 12" SOLID WHITE STOP BAR. INSTALL LANE LINE EXTENSION (DETAIL 40) iNSTALL 4" YELLOW LffT EDCE LINE (DETAIL 24) INSTALL 4" \\HITE RIGHT EDGE LINE (DETAIL 278) INSTALL 8" WHITE LANE DROP (DETAIL 378) INSTALL 6" \\HITE BIKE LANE @ INTERSECTION {DETAIL 39A ) INSTALL 6" \'!HITE CROSS HATCH O 75' SPACING. SJ § V, TYPE 1/11 ARROW PER STD. A24A "BIKE" TO BE INSTALLED PER STD. A24E. "LANE" TO SE INSTALLED P(R STD. A24E. EXIST. TO BE PROTECTED IN PLACE EX!ST. TO SE PROrfClEO IN PLACE. SJ i's i7i .5 -~ -"' • 11-iE LAYOUT FOR ALL PROPOSED PA\tM£NT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CA !-TRACKED" FOR INSPEC!ION BY THE ENG1NEER OR HIS REPRtSENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAmC STRIPING AND PAVEMENT MARKINGS BY W(T SANDBLASTING PER REQUIREMENTS Of SECTION 310-5.6.6 Of THE SJ ANO ARO SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A MEll-iOD APPRO\/tD 8Y ENGINEER. INSTALL DOUBLE YELLOW LINE @ MEDIAN NOOE (DETAIL 28) INSTALL INDUCTIVE LOOP DETECTOR PER DETAIL ON SHEET 3. NOTE: TYPE I ARROW !O BE 5' FOR BIKE LANE. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, ANO/OR SIGNAGE SHALL BE ACCEPTED SY THE ENGINEER OR HIS REPRESENTATI VE PRIOR TO APPLICATION. MATERIALS SHALL COMPLY 1'11TH SEC TION 210-1 .6 "PAINT FOR iRAfTIC STRIPING. MARKINGS, ANO CURB MARKINGS,' Of THE STANDARD SPECIFICA TIONS OF THE PUBLIC WORKS CONSTRUCTION {GRffN800K), 2009 EDITION AND ALL SUPPLEhlENTS. UNLESS OTHERl'.ISE NOTI:D, FiNAL STRIPING SHALL SE REFLECTORI ZED rrlERMOPL.~STIC AND APPLIED PER 11-iE SPEOAL PROvlSIONS. 8. 9. 10. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL SffilPES BETllEEN BIKE LANE AND BUFFER SlRIPE. 11-iE DIAGONAL STRIPE SHALL B£ 6 INCH M-ilTE AT 45 DEGREE ANGLE, AND PLACED AT 75 FOOT INTERVALS. UNLESS 01HER1MSE NOTED, INDUCTIVE LOOPS SHALL BE INSTALLED PER CITY STANDARDS (REFER TO 1RAFFIC LOOP DETECTOR DETAIL ON SHEET 3). NEW STRIPING SHALL BE LOCATED ANO APPROVED PRIOR TO POSITIONING LOOPS. R8l (CA) SIGNS iO BE 12"x8". INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN SID-902-L. DMS CONSULTANTS, INC. CIVIL ENGINE E R S SUR'ENDER lr,i. DEWAN RCE 34559 EXP. 9 30/15 xp .. ~=~ CIV\1_ R-.~ OF_ffi& NO. DATE DESCRIPTION Of REVISIONS '\ 1 , 1 '~,-, I •-; I ,·,. '.,_,_.,,--' EXIST. R4-7 SZ (TYPE N) SIGN S2 SIGNALIZED INTERSECTION. /s3 S3 ' z ·e, "" vi v; t.,._'. . "- "" <( u "' .. >- 00 z "' 0 SI CAURANS MODIFIED TYPE E LOOP DETE CTOR. CALTRANS TYPE D LOOP DETECTOR. SCALE: 1"=40' REVIEWED: AN~ONY Bw]E}-CE4552 CITY TRAFFIC ENGINEER DESIGNED: DRAWN: SD NC CHECKED: DATE: SD G3 24 /16 CI TY SIGNS (MODIFIED) NO STOPPING ENTIRE BLOCK ENTRANCE ~ NO TRUCKS R3-8 (MOD) R8-1 (MOO) RS-2 (MOD) * CON STRUCTION NOTES {SIGNING) ® @ @ @ @ * iNSTALL NEW SIGN (LOCATI ON AND TYPE PER PLAN). PROTECT EXISTING SIGN IN PLACE. REMOVE ANO SALVAGE EXISTING SIGN. REMOVE AND REPLACE EXISTING SIGN ON EXISTING POST /SffiEET LIGHT. . RELOCATE EXISTING SIGN (LOCATION PEP. PLAN) REMOVE SlGN POST IF NO LONGER USED SIGN AGE AND STRIPING PLAN BOU LEV JI.RD MACARTHUR From Sta. 121+00 to Sta. 142+50 C-5870 OF NEVvPORT Bl ACH R-6054-S PUBLIC WORKS DEPARTMENT SHEET 18 OF 22 ,- w w 3i w R/W Pl N S2 S2 S3 S3 P7 iil w f-,_-_-_-_-___ -_-__ -_-__ ...,_.-_ r_t:_--c __ c-B .. ~b=='=':l=:::tlr:=l z _ _, __ ,,, __ ,_ _____ ,.:.,. -·-. I :::; 1-==___::·=~t ~··1ti,·.l..' ~~~-#~~~~} ~~-:,o-;;:--:-'c-c :i: ~ <( :.:E 0 ll'l + ('I V -,_ V'l ~ ,..._ I ,,., a: ,-' v>Z -o x_ wvo S2 180' 180' I p;:.R/W P3 P2 55 EXIST. R6-I SGN EXIST. R3-4 SIGN EXIST. R4-7 SIGN S3 ' A SIGN GNAL POLE Sl / Wll-15 SIGN :..J Pl I ~) '. }. /a \ ' ; ~ ' '("' . ;i ~f'', .. _ .-..... -~ . . ... . ,,, .. , . ...,.,.. _,, 8-~, I rR/W f ~l"=-=-==-===-=:-::::-:=-~1::: ·-=:.l::c~==-=--..,.,,::s-=.-::1r:-=-:_ -::f-_/±--::~.,t--=-~-f:./ .... -·~":''~--::J .. --'=-"f..·-=1 .. ··r=·--=·· ---==-=-==-=:i='=~ jE i .:,.,_ ·- "' N 0 .n -,._ + 1-=:...:::...:::.:::',-..:.=--:..:..L+:-:==-=:::..;:'l;-==--==-=+f=-=:...:...-1-~ .L \ \:;;I----,;-'-R/W P7 § SCALE : 1"=40' _ p4 110· = 0 - 54 54 - DMS S3 CONSTRUCTION NOTES (STRIPING) INSTALL 4-\\lil1£ LANE LINE {DETAJL 12). INSTALL 4" SOLID \',HITE LAN[ LINE, so· LONG. S2 INSTALL B" SOLID \\litTE CHANNEL21NG LINE. (DETAJL 38A). INSTALL PAVEMENT LEGENDS AS SHOWN. INSTALL 12" SOLID \\HITE CROSSWALK LINE, UNLESS OTHERWISE INOICA TEO. CROSSWALK WIDTH TO BE MEASURED INSIDE TO INSIDE. INSTALL 12" WHITE CHE\/RON @15' SPACING INSTALL 6° SOLID \\lilTE BIKE LANE LINE (DETAIL 39) INSTALL 12" SOLID 111-!ITE STOP BAR. INSTALL LANE LINE EXTENSION (DETAIL 40) INSTALL 4" YELLOW LEFT EDGE LINE (DETAJL 24) INSTALL 4" 'I/HITE RIGHT EDGE LINE (DETAJL 278) INSTALL 8" IIHITE LANE DROP (DETAIL 378) INSTALL 6" l'IHITE BIKE LANE @ INTERSECTION (DETAIL 39A) INSTALL 6" l'IHITE CROSS HATCH @ 75' SPACING. INSTALL DOUBLE YELLOW LINE @ MEOW) NOD( (DETAJL 28) INSTALL INDUCTIVE LOOP DETECTOR PER DETAIL ON SHEET 3. ~ i-: ......: V1 Vl t/l X X X w w w 1 -,,- i "' ~ ~"'I R/W ~ 0 i7, ... I ..,. a: S2 vi CONSTR UCTION NOTES (SIGNiNG) * ® @ @ @) @ • INSTALL NEW SIGN (LOCATION AND TYPE PER PLAN). PROTECT EXISTING SIGN IN PLACE. REMOVE ANO SALVAGE EXISTING SIGN. REMOVE ANO REPLACE EXlSTING SIGN ON EXISTING POST/STREET LIGHT. RELOC,\ TE EXISTING SIGN (LOCAnON PER PLAN) REMO',[ SIGN POST IF NO LONGER USED REVIEWED: 1, 2. J. 4. 5. 6. 7. 8. 9. 10. Ii. ll ~ NW t ~ 4 B l '¾ s SIGNS (MODIFIED) NO STOPPING ENTIRE BLOCK ENTRANCE ~ NO TRUCKS LEGEND R3-8 (MOD) R8-1 (MOD) RS-2 (MOD) "ONL y• TO BE INSTALLED PER SID. A24E "S TOP" TO BE INSTALLED PER A24D. • AHEAD" TO BE INST ALL ED PER STD. ,\24D TYPE I ARROW PER STD. A24A. TYPE IV ARROW PER STD. A24A. TYPE VII tRROW PER STD. A24A. "BIKE" 10 BE INSTALLED PER STD. A24t. "LANE" TO BE INSTALLED PER STD. A24E. EXIST. TO BE PROTEr,TED IN PLACE EXIST. TO BE PROTECTED IN PLACE. NOTE: TYPE I ARROW TO BE 5' FOR BIKE LANE. TYPE W ARROW. SIGNALIZED INTERSECTION. CAL TRANS MODIFIED TYPE E LOOP DETECiOR. CAL TRANS i'IPE D LOOP DETECTOR. GENERAL NOTES ALL WORK SHALL SE IN ACCORQANCE 1'11TH THE PROJECT SPECIAL PR0v1SIONS, THE STANDARD SP[CIFICA !IONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DA!£0 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVlCES (CA t.tUTCO), DATED JANUA/lY 2014. THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CA T-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION Of PAVEMENT MARKINGS OR STRIPING. THE EXACT LOCATION OF ALL PERMANENT PAVEMEN T MARKINGS, TRAFFIC STRIPING, ANO/OR SIGNACE SHALL BE ACCEPTED SY TliE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPUCA TION. MATERIALS SHALL COMPLY 1'111H SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKINGS. ANO CURS MARKINGS," Of THE STANDARD SPEClFICAIIONS Of !HE PUBUC WORKS CONSTRUCTION (GREENBODK), 2009 EDITION ANO All SUPPLEMENTS. UNLESS OTHERIIISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMQPLASTIC AND APPLIED PER THE SPECIAL PRG\>lSION S. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS. EXISTING POSTS. OR EXISTING SiREET LIGHTS \\lTH NEW BRACKETS AND STAINLESS STEEL HARDWARE. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PA\>lMENT MARKINGS SY 11!:T SANDBLASTING PER REQUIREMENTS Of SECTION 310-5.6.6 OF TliE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE ANO BUFFER STRIP[. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED Al 75 FOOT INTERVALS. UNLESS OTHER1'11SE NOTED, INDUCTIVE LOOPS SHALL BE INSTALLED PER CITY STANDARDS (REFER TO TRAFFIC LOOP DETECTOR DETAIL ON SHEET 3). NEW STRIPING SI-IALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. R81(CA) SIGNS TO SE 12"x8". INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIR£ HYDRANT PER CITY STANDARD PLAN ST0-902-L. SIGNAGE ANO STRIPING PLAN MA CAR THUR BOULEVARD CONSULTANTS, INC. CIVIL ENGINEERS -----:0:~1~~ l---t-----+-------------------------1 ANTONYIJRiNy.R(t/45521 CITY TRAFFIC ENGINEER From Sta. 142+50.00 to Sta. 156+00 DESIGNED: DRAWN: SD NC C-5870 R-6054-S ~ C< nE<O P '"•7:l::;:•~1'0-W2 5URENDE:R M. DEWAN RCE 34559 £XP. 9/30/15 NO. DATE DESCRIPTION OF REVISIONS CHECKED: DATE: SD 03 24 16 CIT Y OF NEWPORT BEAC H PUBLIC WORKS DEPARTMENT SHEET 19 OF 22 1. I --.... -P7 I GENERAL NOTES ALL WORK SHALL BE IN ACCORDANCE \\lTH THE PROJECT SPECIAL PROV1Sl0NS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SJUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVlCES (CA MUTCO), DAltD JANUARY 2014. THESE PLANS, AND THE CITY Of NE~ORT BEACH STANDARDS AND POLICIES. 2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAfflC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPiNG, AND/OR SIGNAGc SHALL 8E ACCEPTED BY THE ENGINEER OR HIS REPRESENTA TTVE PRIOR TO APPUCA TION. 4. MATERIALS SH.~LL COMPLY WITH SECTION 210-1.6 "PAINT FOR TIRAFFIC STRIPING, MARKINGS, AND CURB MARKINGS," OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDlTION ANO ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLAS TIC ANO APPUED PER THE SPECIAL PROVISIONS. 6 INSTALL~.TiON or TRAFFIC SIGNS SHALL 8E PER THE SPECIAL PROVISiONS ANO INSTALLED ON NEW POSTS. EXISTING POSTS, OR EXJSTING STIREET UGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. 7. THE CONTRACTOR SHALL REMOVE ALL CONFUCTING TRAFFIC STRIPING AND PAV'EMENT MARKINGS BY \\'ET SANDBLASTING PER REQUIREMENTS OF SECTION 310-5.6.6 OF THE STANDARD SPECWICATIONS FOR PUBUC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL smIPES BfTWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STR!PE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE. AND PLACED AT 75 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE INSTALLED PER CITY STANDARDS (REFER TO TRAFFIC LOOP DETECTOR DETAIL ON SHEET 3). NEW STRIP!NG SHf,LL BE. LOCATED AND APPP.011£0 PRIOR TO POSITIONING LOOPS. 10. R8I(CA) SIGNS TO BE 12",8". 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRAN T PER QTY STANDARD PLAN STD-902-L. CONSTRUCTION NO~T_ES_(_S~TR-l~P-l~_IG_) ® (§ 1§) e ® INSTALL 4" WHITE LANE L!NE (DETAIL 12). INSTALL 4" SOLID v.ttllt LANE LINE, 50' LONG. INSTALL 8" SOLID l'lttlTE CHANNELZING LiNE. (DETAIL J8A). INSTALL PAVEMENT LEGENDS AS SHO\IIN. INSTALL 12" SOLID l'lttlTE CROSSWALK liNE, UNLESS OTIHER\\1SE IND!CATED. CROSSWALK 1110TH TO BE MEASURED INSIDE TO INSJDE. (§) INSTALL 12" WHITE CHE\>IION @15' SPACING e INSTALL 6" SOLID \\lilTE BIKE LANE LINE (DETAIL 39) @ INSTALL 12" SOLID WHITE STOP BAR. <E}) INSTALL LANE LINE EXTENSION (DETAIL 40) @ INSTALL 4" Y(LLOW LEFT EDGE LINE (DETAIL 24) (§) INSTALL 4" WHITE RIGHT EDGE UNE (DETAIL 278) § INSTALL 8" WHIT[ LANE DROP [DETAIL 378) 8 INSTALL 6" i~m BIKE LANE @ INTERSECTION (DETAIL 39A) e INSTALL 6" WHITE CROSS HATCH @ 75' SPACING. @ INSTALL DOUBLE YELLOW LINE @ MEDIAN NOOE (DETAIL 28) @ INSTALL INDUCTIVE LOOP DETECTOR PER DETAIL ON SHEET 3. ....1. F -- SIGNS (MODIFIED) NO STOPPING ENTIRE BLOCK ENTRANCE _.. NO TRUCKS LEGEN D R3-8 (MOD) RS-1 (MOD) R5-2 (MOD) IIJ "ONLY" TO BE INSTALLED PER STD. A24E Ii "STOP" 10 BE INSTALLED PER A24D. B "AHEAD" TO BE INSTALLED PER STD. A240 t TYPE I ARROW PER STD. A24A. "'I TYPE IV AR ROW PER STD. A24A. 4 TYPE VII ARROW PER STD. A2 4A. 8 "SIKE" TO BE INSTALLED PER STD. A24L L "LANE" TO BE INSTALLED PER STD. A24E. '¾ EXIST. TO BE PROTECTED IN PLACE $ EXIST. TO BE PROTECTED IN PLACE. NO TE: TYPE I ARROW TO SE 5' FOR 8IK!: LAN E. / TYPE W ARROW. ~ SlGNAUZED INTtRSECTION. 0 CAL TRANS MODIFlEO TYPE E LOOP DETECTOR. Q CAL TRANS TYPE D LOOP DETECTOR CONSTRUCTION NOTES (SIGNING) @) @ @ @) * INST ALL NEW SIGN (LOCATION AND TYPE PER PLAN) PROTECT EXISTING SIGN IN PLACE. Rf:MOVE AND SALVAGE EXISTING SIGN REMOVE AND REPLACE EXISTING SIGN ON EXISTING POST/STREET LIGHT. RELOCATE EXISTING SIGN (LOCATION PCR PLAN) REMOVE SIGN POST IF NO LONGER USED -- 159+00 . , I - - SI S2 S2 ;:;:;z .,-,S ';C if> I "' <r S3 'in z -s <OV> ~ "' ~ C ,· /.,,.---~-~--·----~~----~ --·----.. /' w V> x w ,/ (/ (__ __ 1 S4 SJ " N ' --I SCALE: 1'' =40' DMS SURENOER M. DEWAN RCE .34559 EXP. 9 30 15 jj ,,;,' ,, .:,> -· Oo 14- .------ BOU LE-V ARft ...: </) ~ P1 l_ P14 - plQ "' ":, " -.. ~~~ ;: '.c --J 1 . .l'_ - REVIEWED: . '2 f----+-----+---------------------------l~;I CITY TRAFFIC ENGINEER DESIGNED: DRAWN: SD NO. DATE DESCRIPTION OF REVISIONS CHECKED: DA TE: NC SD 03 24 16 T --.. L_R/_w ____ _ ;... \ - ,-. ... ..... . --_, ~ _, ..... aJ w tx SIGNAGE AND STRIPING PLAN MACARTHUR BOULEVARD From Sta. 156+00 to Sta. 176+00 C-5870 R-6054-S CITY OF NEWPORT BE/\CH PUBLIC WORf<S DEPARTMENT SHEET 20 OF 22 1. 2 J, 4, 5, 6 7, 8, 9, 10, 11. SIGNS (MODIFIED} NO STOPPING ENTIRE BLOCK ENTRANCE _.,. NO iRUCKS GENERAL NOTES R3-8 (MOO) R6-1 (MOO) SIGN "A" RS-2 (MOD) ALL WORK SHALL BE IN ACCORDANCE I\HH THE PRO-JECT SPECIAL PR0"1SIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK}, 2009 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM iRAFFIC CONfRCl DE'nCES {CA ~lUTCD), DA TED JANUARY 2014, THESE PLANS, AND THE CITY OF NEI\PORT BEACH STANDARDS AND POL!CiES. THE LAYOUT FOR ALL PROPOSED PA½).!ENT MARKINGS AND/OR iRAFFIC STRIPING SHALL BE "PRE-MARKfD" AND/OR "CAT-iRACKEO" FOR INSPECTION BY THE ENGINEER OR HIS. REPRESENTATIVE PRIOR TO FINAL APPLICft.fiON OF PAVEMENT MARKINGS OR STRIPING. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIONAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPUCA TION MATERIALS SHALL COMPLY \'ilTH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKINGS, AND CURB MARKINGS,' OF THE STANDARD SPECIFICATIONS OF THE PUBUC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION ANO ALL SUPPLEMENTS. UNLESS OTHER\\ISE NOTED, FINAL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC ANO APPLIED PER THE SPECIAL PR0"1SIONS. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS 111TH NEW BRACKETS ANO STAINLESS STEEL HARDWARE. THE CON TRACTOR SHALL REMOVE All CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLAST!NG PER REQUIREMENTS OF SECTIO.~ JI0-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRU~TION (GREEN BOOK) OR BY A METHOD APPROVED BY ENGINEER. BUFFERtD BIKE LANES SHALL INCLUDE DIAGONAL STRIPES SET\'11':EN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 75 FOOT INTERVALS. UNLESS OTHERWISE NOTED, INDUCTI'IE LOOPS SHALL BE INSfAU.ED PER CITY STANDARDS (REFER TO TRAFFIC LOOP DETECTOR DETAIL ON SHEET 3). NEW STRIPING SHALL BE LOCATED ANO APPROVED PRIOR TO POSITIONING LOOPS. R8t(CA) SJGNS TO BE 12",8". INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. CONSTRUCTI ON NOTES (STRIPING) @ ® £i\ '(:'J 8 §> @ e (§) (§) (§ ® (§ 0 8 § @ INSTALL 4" WHITE LANE LINE (DETAIL 12). INSTALL 4" SOLID WHITE LANE LINE, 50' LONG. INSTALL 8" SOLID WHITE CHANNELZING LINE. (DET Ail 38A). INSTALL PAVEMENT LEGENDS AS SHOWN. INSTALL 12" SOLID WJJ!TE CROSSWALK LINE, UNLESS OTHER\\ISE INDICATED. CROSSWALK -~mTH TO SE MEASURED INSIDE TO INSIDE. INSTALL 12" WHITE CHEVRON @15' SPACING INSTALL 6" SOLID \\HITE 8tKE LANE LINE (OET.~IL 39) INSTALL 12" SOLID WHITE STOP BAR INSTALL LANE LINE EXTENSION (DETAIL 40) INSTALL 4" YEllOW LEFT EDGE LINE (DETAiL 24) INSTALL 4• WHIT[ RIGHT EDGE LINE {DETAIL 278) INSTALL 8" WHITE LANE DROP {DETAIL 378) INST~U 6" WHITE 8IKE LANE @ INTERSECTION (DETAIL 39A) INSTALL 6" WHITE CROSS HATCH @ 75· SPACING. INSTALL DOUBLE '!1:LLOW LINE @ MEDIAN NODE (DETAIL 28) INSTALL INDUCTIVE LOOP DETECTOR PER DETAIL mi SHEET 3. LEGEND fl! "ONL y• TO BE INST ALLfD PER SID. A24E ll!f "STOP" TO BE INSTALLED PER A240. NU) "AHEAD" TO BE INSTALLED PER SID. A24D t TYPE I ARROW PER STD. A24A. ~ TYPE IV ARROW PER SiO. A24A 4 TYPE VII ARROW PER SID. A24A. 8 "BIKE" TO BE INSTALL[D PER STD, A24£. L 'LANE" TO BE INSTALLED PER SiO, A24E. '1; EXIST. TO BE PROTECTED IN PLACE S EXIST. TO BE PROTECTED IN PLACE. NOTE: TYPE I ARROW TO BE 5' FOR BIKE LANE. ,lf m'E W ARROW. G) SIGNALIZED INTERSECTION. 0 CALTRANS MODIFIED TYPE E LOOP DETECTOR. LJ CAL TRANS TYPE D LOOP DETECTOR. CONSTRUCTION NOTES (SIGN ING) * @ @ @ @ INSTALL NEW SIGN (LOCATION AND TYPE PER PLAN) @ * PROTECT EXISTING SJGN IN PLACE. REMD\1: AND SALVAGE EXISTING SION REMOVE ANO REPLACE EXISTING SIGN ON EXISTING POST /STREET LIGHL RELOCATE EXISTING SIGN (LOCATION PER PLAN) REMOVE SIGN POST IF NO LONGER USED ----~-- i_·,':''f:! S.: T ~=- SJ SJ PJQ --·~------ l.. ---,---e-------- == --~R/VI . .,. -""• ---;:_ S1 . -•.. -:. -----•"" --~:t?~tf_-,,r":-'-: -.,.- S3 S3 t§ t§ V) vi vi < o5 ---···(,'.) --· ...,........ .-.. --~ -------· --··-· -· ·----·· ~, -:::-.~---~-----~---• -------· '... ------~ -----er a:, --------------------------------------------~ -----~ ~··· --------~----~-------------- -·· ~ . -l-: ---~-~-~--.,,,..-.-----~-------~ ---~-----------------(/) :~~:~~-~~~~ ;~:;~ :~-~=~~-~~~:~~-~=:;~;?:~~=~:~.::-~~-;:::::~~-~~::~~==------~ --x ~~,:;. _ -:::--, • -,,:cc -··5 ~; -,, . --, r S3 z z <.O "' U1 Vi ~ -; ~ ~ °' <O "' • ~-------<---,--~ -----------.~-~-----~:::.::::,:=·:::-...=::::::=.---···~.: -· --.. ~ ~. ~ --,-···'· .. -----· ------------.., V, ----- ... ►-------·:=~-~::p::,cT (P1'"'=(4J -~10_£"-~/w,:,-_-_-_-..;--=·-=·=-=~=_;;_;;;~:!,_',·~•~--~':='.""P;;b_=,,,;;'.ii=.T==~=-=-=··-=-=--=-=--·=-,-,~~@-~,~--,r -_·-:--z;;i)7.-p~-J\-_·,:c~-=--==;;;;;;;;;;;;;;;;;;:~=-=--~-:_'ti'-,-,;,-7,~p;;1~0c----::;;======--'-,:,~;=£.=i\:'\·-~,==·=·-=·--c:-:::·-:::":::.,i;:;·F:.;::0l::/-;::-W;::;::;~=:t=;;:-'.-_;~~?--7'°s-;::-::--,.T,:,"'-" (P0 .. _(8)_:P~3-=-·--c-•+---:--,-::....,cc==-:r::-===I: .... IX dll'" ~-:; o---... < :I \- , 7 \ MACARTHUR E OULEVARD- ! \ $1 SJ N "'I ~' -- >--' C, U') < xo "' "' S2 _ .Ill (Pl) ,-. "' z -'-' X - "' V, S2 NI I . :::; ... r-...=·--.Vl SCALE: 1 "=40' C-5870 DMS SURfNOER I,( DEWAN RCE 3.4559 EXP. 9 30/15 NO. DATE DESCRIPTION OF REVISIONS RE\1EWED: DESIGNED: DRAWN: SD NC CHECKED: DATE: SO 03 24 16 SIGNAGE ANO STRIPING PLAN MACARTHUR BOULEVARD From Sta. 176+00 to Sta. 193+00 R-6055-S CITY OF NEWPORT BEACH PUBLJC WORKS DEPARTMENT SHEET 21 OF 22 1. 2. 3. 4. 5. ----, ~ -·------· ·--' N --......_~ .-\l..... ...... ..-· • ., i --"'' :-· -- - 18_ s_4 --l -~ ,/,//_, --~-4 e_P4 -~✓~t; = = i = GENERAL NO TES I g + ,.., O> .-. '£. ,-. <J') ALL WORK SHALL BE IN ACCORDANCE \\1TH THE PROJECT SPECIAL PR0"1SJONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDlllON A.ND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, lHE CALIFORNIA MANUAL ON UNlrORM TRAFFIC CONTROL DEVICES (CA MUTm), DAltD JANUARY 2014. THESE PLANS, AND THE CITY OF NE\\l'ORT BEACH STANDARDS AND POLICIES. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS ANO/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" ANO/Oil "CAT-TRACKED" FOil INSPECTION 8Y THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FiNAL APPLICATION 01· PAVf.MEN1 M.ARKINGS OR STRIPING. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/Oil SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HiS REPRESENTATIVE PRIOR 10 APPUCA TION. MATERIALS SHALL COMPLY WlTH SEC TION 210-1.6 "PAINT FOR TRAFFIC STRIPING, MARKINGS, ANO CURB MARKINGS," OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLE'4ENTS UNLESS OTHER~1SE NOTED. FINAL STRIPING SHALL 8E REFLECTOR IZED THERMOPLASTIC ANO APPLIED PER THE SPECIAL PROVISIONS. ,;... -."".,;. -t----$---·-...._lfS+OO ,., 197+0:J --c;.."q.,._ "\ i98+0G - .... • .. , ... L-•-~--• .......,. -,i;i:o,iii~ • ·-· ··--" ...... "t;;. '"-;:;:.. l --·-~~~. --- N N . --••• ~ ' ,._ ---~-•• ~· ·-<>Dt, \~ 'i::L_ .. -. ., / .. ,. ---f~- S1 S4 54 S4 LEGEND 0 ..... 1!_ R/W - - oo-,.._ I I ,._. .J, "' >-' . V, z XS? w"' S3 - - - w 201+oc IX I . EXIST. R6-! SIGN 54 EXIST. R4-7 TYPE N • .s• SIGN • 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER l HE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS 111TH NEW BRACKETS AND STAJNLESS STEEL HARDWARE. Ill "ONLY' TO BE INSTALLED PER STD. A24E •• :.-~~, ,, ' .~¢,/ P2 .,,: • •• • • • • 5' ·~-:;;,.;a~bF--'f.1:-~,..:_4-__ 7. 8. 9. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY \\'ET SANDBLASTING PER REQUIREMENTS OF SECTION Ji0-5.6.6 OF THE STANDARD SPECIFICATIONS FOR PU9LIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGlNEER. BUFFERW BIK[ LANES SHALL INCLUDE DIAGONAL STRIPES BETIIHN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL 8E 6 INCH \\\;I T[ AT 45 DEGREE ANGLE, AND PLACED AT 75 FOOT INTERVALS. UNLESS OTHER\\1SE NOTED, INOUCTIV[ LOOPS SHALL BE INSTALLED PER CITY STANDARDS (REFER TO TRAFFIC LOOP DETECTOR OETAiL ON SHEET 3). NEW STRIPING SHALL BE LOCATED ANO APPROVED PRIOR TO POSITIONING LOOPS. 10. 11. R8I(CA) SIGNS TO 8£ 12"x8" INSTALL BLUE REFLECTIVl: MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN ST0-902-L CONSTRUCTION NO TES (STRIPING) ® (§ (§) 8 8 INSTALL 4" WHITE L,IN[ UNE (DETAIL 12). INSTALL 4• SOLID V!lillt LANE LINE, 50' LONG. INSTALL 8" SOLID \\HITE CHANNELZING LINE. (DETA!L 38A). INSTALL PAVEMENT LEGENDS AS SHOWN. INSTALL 12• SOLID llcflTE CROSSWALK LINE, UNLESS OTHERIIISE INOICA JED. CROSSWALK \IJDTH fO BE MEASURED INSIDE TO INSIDE. ~ INSTALL 12" WHITE CHEVRON 015' SPACING e INSTALL 6" SOLID \'MITE BIKE LANE LINE (DETAIL 39) 8 INSTALL 12" SOLID \\Hi lt STOP BAR. 8 INSTALL LANE LINE EXTENSJON (DETAIL 40) @ INSTALL 4" YELLOW LEFT EDGE LINE (DE/AI L 24) 8 INSTALL 4• ',\;JITE RIGHT EDGE LINE (DETAIL 278) 0 !NSTALL 8" WHllt LANE DROP (DETAIL 37B) 8 INSTALL 6" WHITE BIKE LANE O INTERSECTION (OETAJL 39A) 8 INSTALL 5• WHITE CROSS HATCH @ 75' SPAC!NG, (§) INSTALL DOUBLE YELLOW LINE @ MEDIAN NODE (OUAIL 28) § INSTALL INDUCTIVE LOOP OEltCTOR PER DETAIL ON SHEU J SJO' "STOP" TO BE INSTALLED PER A240. Q "AHEAD" TO BE INSTALLED PER STD. A240 t TYPE I ARROW PER STD. A24A. ~ TYPE IV ARROW PER sm. A24A. 4 TYPE 1/11 ARROW PER SID. A24A. 8 "BIKE" 10 BE INSTALLED PER STD. A24E. L "LANE" TO BE INSTALLED PER STD. A24E. <\ EXIST. TO BE PROTECTED IN PLACE S EXIST. TO BE PROTECTED IN PLACE. NOTE: TYPE I ARROW TO BE 5' FOR B!KE LANE. / TYPE W ARROW. @ SIGNALIZED INTERSECTION. 0 CAL ffiANS MODIFIED TYPE E LOOP OEltCTOR E'.J CALffiANS TYPE O LOOP DETECTOR CONS TRUCTION NOTES (SIGNING) * INSTALL NEW SIGN (LOCATION ANO TYPE PER PLAN) PROltCT EXISTING SIGN IN PLACE. * REMO\/£ AND SALVAGE EXISTING SIGN REMOVE ANO REPLACE EXISTING SIGN ON EXISTING POST /STREET UGH T. RELOCATE EXISTING SIGN (LOCATION PEP, PLAN) REMOVE SIGN POST IF NO LONGER USED SIGNS (MODIFIED) NO STOPPING ENTIRE BLOCK ENTRANCE ~ NO TRUCKS R3-B (11100) RB-I (MOO) RS-2 (ijOD) SCALE: 1''=40' p4 M DMS CON S ULTANTS , INC. C I V I L E NG I N E E R S ~" "~ p "'-':1:::;~•~7'~~, SURENDER U. DEWAN RC( 34559 EXP. 9/30/15 ~ RTH UR P4 ---0:, LU -:-t.N -+. . .I' S3 SI --•----------· -'j,,..,...,_ -- --- ~ --~-u,--1-+---·' :_.::t;,.,o•~----..-- P4 NO. ' ~ ..... 220· .- ' -,, SIGN EXIST. R4-7 SIGN S4}--';£';:X:;IS;;::l-,R,,:4c::-,1,,7 ___ _J (TiPE N) S1GN DATE DESCRIP TION OF REVISIONS - / ~~ I fii "'a, pg I ~~ a,O • +'? I " ~ o::::, ® I '® R81 CA , R8/8 CA SIGN ON SI . -N X ~ µ....--iw . -~·- REVIEWED: - N ....... -·. ·;.., ,~ ' :·,q- .. -- S4 S5 ANTONY BRIN , 45521 CITY TRA IC ENGINEER DESIGNED: DRAWN: SD CHECKED: DATE: NC SD 03/24/16 ,· S IGNAGE AND STRIPING PLAN MACARTHUR BOULEVARD F rorn Sta. 193+00 to Project Lim its C-5870 R-6054-S CITY OF NEWPOR T BE ACH PU BLI C WORKS DEPARTMENT SHEEi 22 OF 22