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HomeMy WebLinkAboutT_6024_S0$5.98.2-(9,&3('(387<3:'&,7<(1*,1((5 & '$9,'$:(%%3(38%/,&:25.6',5(&725 *(1(5$/127(6 (&2$67+,*+:$<6,*1,1*$1'675,3,1* 3233<$9(18(721(:3257&2$67'5,9( 6+((7,1'(;  76  &,7<2)1(:3257%($&+ 38%/,&:25.6'(3$570(17 7,7/(6+((7 3233<$9(18(721(:3257&2$67'5,9( 9,&,1,7<0$3 /2&$7,210$3 352-(&7/2&$7,21 & 5(&25''5$:,1*6 CITY OF COSTA MESA JOHN WAYNE > AIRPORT PROJECT AREA NOT TO SCALE CALL TOLL FREE 1-800-227-2600 BEFORE YOU DIG c_.,,i,: 1'0&1 ~O,p CITY OF IRVINE # ~ ..... ~·· PUBLIC WORKS DEPARTMENT APPROVED: ____ J!t'----'-"-~:........:....:....tlu_;u..:...4"-'ff"_:-~-~ -~ --~------------- NOT TO SCALE J ' 1. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION", 2015 EDITION AND SUPPLEMENTS TO DATE, EXCEPT AS OTHERWISE STATED IN THE CITY'S STANDARD SPECIAL PROVISIONS, OR IN THIS CONTRACT'S SPECIAL PROVISIONS. 2. EXISTING UNDERGROUND UTILITIES ARE SHOWN AS PER AVAILABLE RECORDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD PRIOR TO BEGINNING CONSTRUCTION. 3. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR, DIMENSION, AND FINISH TO ADJOINING IMPROVEMENTS, UNLESS NOTED OTHERWISE. 4. P.C.C. SHALL BE CLASS 560-C-3250 5. CONTRACTOR SHALL ADJUST CITY UTILITIES (e.g. WATER VAULTS, WATER VALVES, SCO, SURVEY MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISHED GRADE PER CITY STANDARDS. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. 6. PROPOSED PAVEMENT AND CURB AND GUTTER SHALL JOIN AND MATCH LINE AND GRADE OF EXISTING IMPROVEMENTS UNLESS NOTED OTHERWISE. 7. ANY DISCREPANCY IN THE DRAWINGS OR SPECIFICATIONS SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER. FAILURE TO DO SO WILL PLACE RESPONSIBILITY OF THE CONTRACTOR FOR CORRECTION. 8. ANY WORK NOT INDICATED ON THE DRAWINGS BUT CALLED FOR IN THE SPECIFICATIONS, OR VICE-VERSA, SHALL BE FURNISHED AND PERFORMED AS THOUGH SPECIFICALLY INDICATED AND CALLED FOR IN BOTH. ANY WORK NOT INSTALLED ACCORDING TO DRAWINGS AND SPECIFICATIONS OR ORDINANCES AND LAWS SHALL BE REPLACED AT CONTRACTOR'S EXPENSE. ., C ., ., L "' L E Q_ 0 .,., .;i: -~ <Xl 0 "' ;,: -.::, "' C "§: 0 L Cl -.::, L 0 u ., "'1 -., ., ..c 1-------------------------------------1(/J ., :;::; ;= 1-------------------------------------1"' 2 3 4 5 5A TC-1 TITLE SHEET SIGNING AND STRIPING PLAN SIGNING AND STRIPING PLAN SIGNING AND STRIPING PLAN SIGNING AND STRIPING PLAN SIGNING AND STRIPING PLAN (FOR CALTRANS RIGHT OF WAY) TRAFFIC CONTROL PLAN TC-2 TRAFFIC CONTROL PLAN TC-3 TRAFFIC CONTROL PLAN TC-4 TRAFFIC CONTROL PLAN TC-5 TRAFFIC CONTROL PLAN .!; Q_ L -(/] -.::, C 0 a, C C "' (ij >, " :r: -., 0 0 5;- <Xl "' Ill °'1 ..c ., .0 :, a. u > Q_ E ,."' / 0 u 0 7 .-A-P-PR_O_VE_D_B_Y_: -----------------------+-AP-P-RO-V-AL-RE_C_OM-M-EN_D_ED_:_....,.... _________________________ -1 ~ These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 8 -8 e /8 •• DP~JE No. 45521 Exp./2-31 -t. Cl Q_ Q_ EAST COAST HIGHWAY SIGNING AND STRIPING PLANS ~ C ., !lll.4P §9.M&i;:~i ll~r-gr~Jr !" P.'1.INC,1,11,,'i!, &.IY)!c ~/'IGI"J.Ef:ff 1--------------------....----------1> l" ., SHEET ,__ _____ _,., ? OF ___________________ ___, ____________________________________________________________________________________ ....., _____________________________ ....._ _____ __.o 5(&25''5$:,1*6 07-1 G7-J/CAJ G1Z-2(CA) SGJ2(CA) 82-1(32) RJ-7 R4-4 ( Pacific Coast ] BEGIN BEACH ~ccess Orange County CRYSTAL COVE SPEED RIGHT LANE CRYSTAL CO\IE RIGHT T\IRN LANE STATEPAAI< Korean War Veterans STATE PARK+ LIMIT MUST ~ 1/2MIL.E t ~-22[CA! Memorial Highway (PELICAN POINT AREA) 35 YIELOTOBIKES Newport Coast TURN RIGHT QJ1=J. ~ + Drive t' - I ' POPPY 'j .,.J '• I R26(CAXM'.V) R26',(5)(CA){MJD) . I SHARED BICYCI.£ MARKING .. 1 HAZEL - r.=, • DRIVE 3 W11-1 1 R4-11 'BIKE LANE' & ARROW a R4-7, OM1-J • ~:'\ SHARED BICYll[ MARl<ING 1 R81{CA) .,....., ___ ........... ~ 'BIKE LANE' ]? & ARROW ,.!l DETAIL 200, RBl(CA), R26A(CA)(MOD.} lt!AVJH®ZEO CHAN<B AND USES; HARTZOG & ffiABILL INC. 111LL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZEC CHANGES TO OR USES OF THIS PLAN. All CHANGES TO THE PLAN MUST BE IN Vi,111\NG AND UUST BE APPROVED BY HARTZOG & CRABILL INC. ~ 39A GENERAL NOTES: SEE SHEET No. 4 of 5 These Record Drawings have been prepared based on information submitted, in ~art, by others. While this information is believed to be reliable, City of Newport Beach Is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. HCI CAD FILE: PCH_POPPY-NEWPORT COAST.dwg R4-7 R4-11 R5-1(Lt) R9-J vp &0 ~o,,w,,11 I@! MAY USE FULL LANE RC POST ' ,...,. 3 'TOURIST INFO" 1 R2-1(J5) 200' I "-.Jll' ·1-• •• •• I ~ «r • - -- - 'BIKE LANE' & IJ<ROW tHARTZOG ~ CRABILL.Inc. L Consulting Traffic Engineers 17852 l!asl t71h SlreeL Suite 101 Tustin, California 92780 tel: (714) 73 1-9455 fa,: (7 14) 731-9498 www .hartzog--crabill.com ~ - ~ R?Q(CA) R2~A(QA) R28(CA) F(EDIJ,ACK R10-7 (MODIFIED) (MOQIFIE:D) (<->) RJ2fCA) R81(QA) RB1A(CA) SIGN QMbJ WJ-J W11-1 JiQ) NO lliQJ jJHO~ DO NOT BLOCK PARKING PAP.KING PARKING PAAKING BUS ENTIRE ANY 7111"6111 STOP TIME ~ (sec"] I""'""° I R81B(CA) I 381 R118fQA) [ END ] BLOCK ..,_.. INTERSECTION --fVEll'l'Qlt.'/' 1~1 • • .. • li>-> • • ) (18"x24 ") 3 W11-1 1 R4-11 RB1(CA}, R818{CA) • 'BIKE LAN[' & ARROW £AST COAST HIGHWAY ~ -.,_,, I SHARED ~CYClf MARKING 'BIKE LANE' & AAROW ~ "' _ __.,,~L;,;•·~ ROAD ,.........._"", RI0-1 3 R25A(CA)(MOD.), RBl(CA), RBIA(CA) 1 3 R28(CA)(<->) ·s1K£ LANE" & ARROW WJ-3, R26(CA)(MOD.) 3 WJ-J. R28(CA)(<->) 1 R26A(CA)(MOD.} £AST COAST HIGHWAY 6' WrlllE 040' o.c. TYP. R2B(CA)(<->) 3 --·--d..-..:c.-,£ l • .., +? . '" - R28(CA)(<->) 3 L E G E N D: 'aKE lANr le ARROW n---...,._..., __ ...,..~ 1 R26A{CA)(MOD.) - SCALE: 1" = 40' 0 10 20 40 3 R28(CA}(<->) • R28(CA)(<->) 3 = = EXISTING STRIPING & MARKINGS TO REMAIN OJ -INSTALL NEW SIGN($) (AS SHOWN) ON EXISTING POLE, POST OR NEW POST, AS SHOWN, -= PROPOSED STRIPING &: MARKINGS TO BE INSTALLED BY CONTRACTOR REMOVE AND REPLACE FADED SIGN (AS SHOWN) IN KIND. 0 - 0 INSTALL PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKING PER CALTRANS STANDARD PLANS A20A-A2 4F, 2015 EDITION. REMOVE AND SALVAGE £XISTING SIGN($) (AS SHOWN) AND POST, IF APPLICABLE. RELOCATE: EXISTING SIGN(S) (AS SHOWN) PER PLAN. -RE-STRIPE PAV£MENT DELINEATION DETAIL NUMBER/PAVEMENT MARKING PER CALTRANS STANDARD PLANS A20A-A24F, 2015 EDITION. REMOVE EXISTING STRIPING BY WET SANDBLAST/NG OR METHOD APPROV£D BY THE CITY. (xx') = EXISTING LANE WIDTH. XX' = PROPOSED LAN£ WIDTH. REv1EWED: REv1EWED: Q_,ehL ,/~ ~le•-__:<?;• • ~ERALD f'sfu 1--+------+-------------------+----t ANTONY E. BRINEJ(.d~o. 45521 R.C.E. No. 52822 (Exp. 12-31-18) CITY TRAFFIC ENGINEER DESIGNED: DM DRAWN: DM DATE ,3 -I -I e, SIGNING AND STRIPING PLAN East Coast Highway Poppy Avenue to Newport Coast Drive T-6024-S CHECKED: DA TE: MV 7 30 18 NO. DATE DESCRIPTION OF REVISIONS CITY OF NEWPORT 1BEACH PUBLIC WORKS DEPARTMENT SHEET 2 OF 5 5(&25''5$:,1*6 07-1 BEAC~ ACCESS CRYSTAl.COVE STATEF'ARK. 1/2MILE ♦ D.11=1 1.~1 G7-1(CA) G12-2(CA) ( Pacific Coast) Orange County Korean War Veterans GB-22CCll1 Memorial Highway Newport Coast + Drive SB 'BIKE LIN[' & ARROW 1 /14-4 SGJ2(Cdl R2-1(J5) RJ-7 R4-4 R4-7 84-11 CRY ST AL COVE SPEED RIGHT LANE BEGI N &10 RIGHT T\JRN LANE STATE PARK+ LIMIT MAY USE vp MUST ~ {PELICAN POINT AREA) FULL LANE 35 YIELD TO BIKES 114-7 "'OM2-2H 6' l\lllTE ll40' o.c. lYP. TURN RIGHT RB1(CA), R26A(CA)(MOD.) 'BIKE LANE' & ARROW R28(CA)(<->), "BEACH K:CESS" 3 SIGN r • • 'BIKE LAN[' & ARROW 3 112-1(45) (I8'x24") 1 112-1(45) (24',36") ,, "' , g ... - -------- 'BIKE LAN[' & ARROW -- L E G E N D: CAMEO HIGHLANDS DRIVE ;· f• ~ - .:·~-( l CAMEO SHORES ROAD RB1(CA), R26A(CA)(MOO.) W4-2, R26A(CA)(MOD.), RB1(CA) 130' T ~- ~ -~ = - R26(C~) R2§A(C~) R6-1/U) 119-J 1110-7 (MODIFIED} (MODIFIED) ~I ~ DO NOT NO NO PARKING PARKING BLOCK BUS ENTIRE STOP BLOCK INTERSECTION -(1s·x24') c------, ~,'""'"'·'""""----,,---.. , • .. -,., • • - - - - - - --- ' • -,...-,_ >--, • --• R28(CA)( <->) 3 (.) ' " -I ... .... -- R2B(C6l (<->) 1132fCA) NO [1_jHOUR PARKING PARKING ANY 7,.•eflj TIME +-+ -EVl:J!Y O,,.Y • ~ "BIKE LANE' ; ,;;-= & ARROW "' ~ -~ • 6' \\1/ITE 114-0' O.C, l'tP. --• - 1128(CA)(<->) J = = EXISTING STRIPING & MARKINGS TO REMAIN INSTALL NEW SIGN(S) (AS SHOWN) ON EXISTING POL£, POST OR NEW POST, AS SHOWN . SPffO F(f;_OBACK R81(CA) R81A(CA) SIGN OMI-J WJ-3 l~I (BEGIN) ~ R81S.(CA) ( END ) RITBCCA} l~I £AST COAST HIGHWAY • • ' --• 7 ,. 'to • ' , ·-· - ,25' & .. "' .. , . . . . ,--, • ... W11-2 .,.. • • '~ ., ' • • • • j K ( • • ' '_i (1 ,! ' SCALE: 1" = 40' 0 10 20 40 1 R4-4, R81(CA). RBIB(CA} • - ... + "" ·, -.. • .J I • • • 100' r ,... ,._. I' • • t· • ,, 'BIKE LINE' & ARROW . • .. -; . • -~--=---.c -- ... . ' .. ;,, • . ,. . ,, .. ! g •/ ' • ' t I • • • ... ., • • . .. I • • • ,........., ____ ,--:----- ' I I . ... • >, ... --PROPOSED STRIPING & MARKINGS TO BE INSTALLED BY CONTRACTOR INSTALL PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKING PER CALTRANS STANDARD PLANS A2OA-A24F, 2015 EDITION. REMOVE AND REPLACE FADED SIGN (AS SHOWN) IN KIND. 145' 'BIKE LANE' & ARROW 4 112-1(55) 0 -REMOVE AND SAL VAG£ EXISTING SIGN(S) (AS SHOWN) AND POST, IF APPL/CABLE. R£LOCA TE EXISTING SIGN(S) (AS SHOWN) PER PLAN. 1 R26A(CA)(I.IOO.}, RB1(CA) W4-1 W4-2 3 R28(CA)(<->) 1 R26A(CA)(MOD.) • ,. • • ~ -~ ~ . • . ~ ,. • • ~ • . - .. • • • •• • .. 6' l!HITE IIIO' O.C. l'tP. • • • • W9-1 I ' . .. . • W11-1 ..t 6' l!ttl!E 040' O.C. lll'. : Ji1J.=l .. - ' . • 3 R2-1(45), R28(CA)(<->) • • . --J .J I-u... w .J a:: ~ 0 ..J w z ::J I ~ < ::E It') © = RE-STRIPE PAVEMENT DEL/NEA TION DETAIL NUMBER/PAVEMENT MARKING PER CALTRANS STANDARD PLANS A2OA-A24F. 2015 EDITION. [I] = [I] = rn = [I]= ~= R£MOV£ EXISTING STRIPING BY WET SANDBLAST/NG OR METHOD APPROVED BY THE CITY. GENERAL NOTES: SEE SHEET No. 4 of 5 UNAUJHCflZED CHANIB AND USES: HARTZOG &. CRABILL, INC. l\1LL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANG(S TO OR USES OF THIS PLAN. ALL CHANGES TO THE PLAN MUST BE IN lllllTING AND ~UST BE APPROVED BY HARTZOG &. CRABILL INC. (XX') = EXISTING LANE WIDTH. XX' = PROPOSED LANE WIDTH. These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. HCI CAD FILE; PCH_POPPY-NEWPORT CO~ST,dwg $-'HARTZOG & v CRABILL,lnc. Consulting Traffic Engineers 17852 East 1711J Sm."el, Suile IOI Tusti11 Califomfo 92780 ICl:(714)731•9455 fa.s: (714)7.l],9498 www.hart7..og-cmbi11.com REVIEWED: REVIEWED: a__. d /4(;4{-~-~~ -61ERALD J. STOCK 1--+----+--------------------r--~, ~A;;i;NiiiTOlNNivYEE-. SRBim1NiEE'ii"t!. ~to;:-, 4'45555J121 R.C.E. No. 52822 (Exp. 12-31-18) CITY TRAFF C ENGINEER DESIGNED: OM DRAWN: DM DATE 6 -/ _ / fl 1-CH_E __ C_K __ E __ D_: M=Vi-:Dc-A:-::T:::E7-: -3-0~1 B"f.--NO-.-+--DA-TE--1-D-E_S_C_R_IP_T_IO_N_O_F _R_E_VI_S_IO_N_S----------t-----t C-+L/93-1 SIGNING AND STRIPING PLAN East Coast Highway Poppy Avenue to Newport Coast Drive T-6024-S CITY OF NEWPORT BEACH PUBLIC WORKS DEPA1RTMENT SHEET 3 OF 5 5(&25''5$:,1*6 Ii) ai'o d, I") Wo Zz ::JI- J:W <JW I-J: <( (/) ::::E w w (/) .. • ... :,, . • • • • • • ' • ' • • ' -. . ®VRtOOJzm CHAN<IS AND US£S; HARTZOG & CRABIL~ l~C. 111LL NOT BE RESPC\'JSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THIS PLAN. ALL CHANGES TO THE PLAN MUST BE IN WRITING AND MUST BE APPROl'ED BY HARTZOG & CRABILL, INC. . ,, . ' • • -i -- 14-0' •• • ' . •· .., - ~ . • . -I' . . ' ,, R2-1(55) , ----- G7-1(CA), RBIA(CA) 3 R26A(CA}(M0D.). R81(CA) 1 SCALE: 1" = 40' 40 'BIKE LANE' & ARROW .· . • •• • --• 6' \IHllE 04-0' O.C. TIP. • ; , ' ----- • ' • . '. "BIKE LANE' & ARROW ... ~ . ·~ ,.,. .. ".ir. ,,.,. ~· • • . " ,I .. ~ ~ t~ ' J .. _..., ~ .'f'• ' ,, .... ,.,._,~, .. ' . . . . .. -- -. R28(CA)(<->) 3 R28(CA)(<->) R26A(CA)(M0D.), R8l(CA) - NEWPORT COAST DRIVE These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. >-'HARTZOG t v CRABILL,lnc. Consulting Traffic Engineers I 7852 EaSI l7tll Street, Suite 10 I Tustin, California 92780 HCI CAD FILE: PCH_POPPY-NEWPORT COAST.dwg tel: (7 141731-9455 fax : (7 14) 731-9498 www.har1zog-crabi.1l.colll -'-Lt -- " -, .... , • REVIEWED: • HIGHWAY 3 R28(CA}(<->) • ,, ~ • . l -• ~--. ' w ' .. ~ • - = J •, .... • • J ...-•• ,...r ,. . . . ' POL£ RC L E G E N D: 'BIKE LANE' & ARROW • 'BKE L!NE' & ARROW • ..,., • - ,. • • . WI-z u.. -uJ -~ .J .J • J: a:: ~~ -<(o ::::E .J . . • • • • • • 140' = -EXISTING STRIPING & MARKINGS TO REMAIN OJ = Ii] = 0= INSTALL NEW SIGN(S) (AS SHOWN) ON EXISTING POL£, POST OR NEW POST, AS SHOWN . - 0 0 - - = PROPOSED STRIPING & MARKINGS TO BE INSTALLED BY CONTRACTOR INSTALL PAVEMENT DELINEATION DETAIL NUMBER/PAVEMENT MARKING PER CAL TRANS STANDARD PLANS A20A -A24F, 2015 EDITION. RE-STRIP£ PAVEMENT D£LIN£A TION DETAIL NUMBER/PA V£M£NT MARKING PER CAL TRANS STANDARD PLANS A20A-A24F, 2015 EDITION. GENERAL NOTES (SHEETS 2-4 ONLY): [I]= ~ = (XX') - xx· = REMOVE AND REPLACE FADED SIGN (AS SHOWN) IN KIND. REMOVE AND SALVAGE EX/ST/NG plGN(S) (AS SHOWN) AND POST, IF APPLICABLE. RELOCATE EXISTING SIGN(S) (AS SHOWN) PER PLAN. REMOVE EXISTING STRIPING BY v.ET SANDBLASTING OR METHOD APPROVED BY TH£ CITY. EXISTING LAN£ WIDTH. PROPOSED LAN£ WIDTH. 1. SIGNING AND STRIPING INSTALLATION SHALL CONFORM TO TH£ LATEST EDITION OF TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), TH£ STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION (CAL TRANS) STANDARD PLANS AND SPECIF/CATIONS (2015 EDITIONS), AND ALL ADDENDUMS THERETO. 2. ALL STRIPING, PAVEMENT MARKINGS AND LEGENDS SHALL BE REFLECTOR/ZED AND CONFORM TO TH£ 2015 CALTRANS STANDARD PLANS A20A-D AND A24A-£ . .3, PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCIL/NG WITHIN TH£ PERIMETER OF THE CONSTRUCTION AREA WILL BE RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING TH£ APPROVAL OF THE CITY ENGINEER. 4 . TH£ CONTRACTOR SHALL R£STRIP£ EXISTING STRIPING AND CURB MARKINGS OBLITERATED BY NEW CONSTRUCT/ON, WHETHER OR NOT SHOWN ON TH£ PLANS FOR REPLACEMENT. 5 . ALL NEW STRIPING SHALL 8£ CAT TRACKED AND APPROVED BY THE CITY ENGINEER PRIOR TO FINAL INSTALLA T/ON. 6. FINAL STRIPING SHALL BE REFLECTOR/ZED THERMOPLASTIC APPLIED AT A MINIMUM THICKNESS OF 0 ,40 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS Or 0 .90 MM AND SHALL BE 12 INCH WHIT£ UNLESS OTHERWISE NOTED. 7. SIGNS SHALL SE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION, NEW SIGNS SHALL 8£ APPROVED BY TH£ CITY ENGINEER. EXACT LOCA 77ONS OF SIGNS SHALL BE DETERMINED BY TH£ CITY ENGINEER. B. TRAFFIC SIGN FACE REFLECTIVE SHEETING SHALL BE HIGH INTENSITY GRAD£ (TYPE IV OR BETTER) WITH PROTECTIVE OVE:RLA Y FILM OR AS SHOWN OR NOTED. 9. NEW SIGN POSTS SHALL BE FURNISHED AND INSTALLED PER TH£ SPECIAL PROVISIONS. 10. ALL SIGNS, NEW AND EXISTING, SHALL NOT BE LESS THAN 7' BETWEEN TH£ BOTTOM OF SIGN AND TH£ FINISHED SURFACE. REVIEWED: <L . ...,.J~ 7 «ERALD J. STOCK t-----+-----+--------------------+-----1 ANTONY E. BRINE . .€ o. 45521 SIGNING AND STRIPING PLAN East Coast Highway Poppy Avenue to Newport Coast Drive R.C,E. No. 52822 (Exp. 12-31-18) CITY TRAFFIC ENGINEER DESIGNED: DRAWN: DM DM DATE cJ-1-lt!; CHECKED: DATE: MV 7 30 18 NO. DATE DESCRIPTION OF REVISIONS I CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT T-6024-S SHEET 4 OF 5 NE W P O R T C O A S T D R ST A T E O F C A L I F O R N I A CI T Y O F N E W P O R T B E A C H R/W R/W R/W R/WR/W R/ W R/ W R/ W R/ W R/W R/W COAST HWY 5 T-6024-S 5 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STRIPING MODIFICATION PLAN COAST HIGHWAY AT NEWPORT COAST DRIVE R/W CALTRANS RIGHT OF WAY; WORK IN THIS AREA IS PER CALTRANS ENCROACHMENT PERMIT NO. 1217-NMC-0509. SEE SHEET 5A FOR SIGNING AND STRIPING PLAN. SIGNING AND STRIPING GENERAL NOTES: C-7493-1 RECORD DRAWINGS co N N N 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 3), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2. THE 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 REPRESENTATIVE PRIOR TO FINAL APPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC STRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE SPRAYABLE REFLECTORIZED THERMOPLASTIC AND APPLIED PER THE SPECIAL PROVISIONS. 6. INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONS AND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEE CITY STANDARD DRAWING NO. 924-L. JOIN EXISTING STRIPING Cl:: ;; 200 "' - N -- N------=-_1_2_u_l R_A_N_SlTI_O_N ___ ~"" ------ '° 260,+00 <D 261+00 - N N -- N N - N ·co m EX. G72(CA) r (THIS SHEET ONLY) 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING. 8. BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKE LANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCH WHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9. UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULAR CALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWING NOS. 923-L-A AND 923-L-B. 10. R81(CA) SIGNS TO BE 12"xB". 11. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY STANDARD PLAN STD-902-L. 12. PAVEMENT MARKERS AND TRAFFIC LINE DETAILS SHALL BE PER THE 2010 CALTRANS STANDARD PLANS. 13. WORK WITHIN CAL TRANS RIGHT OF WAY (PM 14.06 TO SOUTHERLY PROJECT LIMIT) PER CALTRANS ENCROACHMENT PERMIT NO. 1217-NMC-0509. CONTRACTOR SHALL PULL "DOUBLE PERMIT" PRIOR TO BEGINNING WORK. EXISTING BUS TURNOUT DET 12 ( 4" WIDE) tf---____f]~ I .W4£ E~---C&_G __ EX, R2B(CA)(L/R) CO 1 oo· 465' DET 27B (4" WIDE) --------------- - - - + EX. R3-7 ~ ---~EX. R2B(CA)(L/R) EX.C&~u . I: ~ I W4-1 R81 (CA) DET 38 CHEVRON 11 (TYP) --~· 3 f--+-, 110 TYP. -1 w11-2Gl /(! W11-15w ·'! ,, 1 . ' I EX. C&G:l l • I / II EX. R6-l(L (ON SIG.) ==t>~ ---------------110' ==t>~ 6 0 + a> 0 0 -- I I I I I '12' 12' 12' 7' 13' +<,. 4' GAP 266+00 DET 38 I I I I I I ~:/ I ~ I 1 I J !/ I I EX. C&G 6 RBl (CA), R81A(CA) JOIN EXISTING STRIPING W4-3 N N N OM1-3 DET 38A DET 27B N 26Bt00 SCALE: 1" = 40' 7 W11-2, "PED XING" r-+---< 5 Wl 1-15 .R26SCA -:• ..J III '405 CONSTRUCTION NOTES (THIS SHEET ONLY) [2] INSTALL STRIPING DETAIL OR PAVEMENT MARKING. IT] [TI 0 0 IT] 0 IT] 0 ~ ~ INSTALL BIKE LANE PAVEMENT MARKING AND BIKE LANE ARROW. REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING, INCLUDING RAISED PAVEMENT MARKERS. REPLACE EXISTING SIGN WITH NEW AS NOTED. INSTALL SIGN AS NOTED. INSTALL SIGN AND POST SIGN AS NOTED. REMOVE SIGN AS NOTED. REMOVE SIGN AND POST AS NOTED. RELOCATE SIGN TO STREET LIGHT AS NOTED. SIGN POST. REMOVE RE-INSTALL 12" WHITE CROSSWALK. IS MEASURED INSIDE TO INSIDE. CROSSWALK WIDTH REPAINT 12" WHITE DIAGONAL OR CHEVRON WITH 2 COATS PAINT. • 272~00 --,,-_--+- " C " " L "' L E □ "' ,n 0 "' '-co N -...... co 0 "' ,: Tl ui "' C .i □ L 0 Tl L 0 u " Cl:: . I -rn □ 0 _, al u -L 0 0.. 3: " z 0 ->, 0.. 0.. 0 0.. I ' "' .!'; 0.. ' L -V) Tl C r EX. R3'-'7 ~ ....... EX. R28(S)(CA)(L/R) -/ 232.06' :l _ _j_'.'___--=·o=--t=====·::::,_;:'·5EX:'7, R~49i(l(CA)~---=====----:=.~~--=-=~~---:.=~r:=.=-=-,.=-~=~{=-=':L_:_ ___ ..d.~---~;__---""'---...:.r_.., ____ ...._ ____ ..._ ____ ..._ ____ .._ ___ ___.._. □ --"' C C 7+76.31 C L NEWPORT COAST DR. 265+94.44 C/L COAST HWY. PM 14.10 SIGN LEGEND R2-1 R3-7R R3-B R4-4 R4-7 R6-1 R26(CA) R26(S)(CA) R2B(CA) R2B(S)(CA) R49(CA) R81 (CA) R81A(CA) W4-1 W4-2 W4-3 W9-1 Wl 1-1 W11-2 W11-15 W12-1 OM1-3 OM2-2H G72(CA) S32(CA) S32-1 (CA) Dl 1-1 EM-la SPEED LIMIT SIGN RIGHT LANE MUST TURN RIGHT LANE DESIGNATION SIGN RIGHT TURN LANE YIELD TO BIKES KEEP RIGHT SYMBOL ONE-WAY NO PARKING ANYTIME NO STOPPING ANYTIME NO PARKING ANYTIME WITH ARROWS NO STOPPING ANYTIME WITH ARROWS NO PEDESTRIAN CROSSING BIKE LANE BEGIN PLAQUE RIGHT LANE MERGE SYMBOL LANE ENDS SYMBOL ADDED LANE RIGHT LANE ENDS BICYCLE WARNING PEDESTRIAN SYMBOL WARNING PEDESTRIAN/BIKE SYMBOL WARNING DOWNWARD ARROWS OBJECT MARKER (TYPE N-1 (CA) OBJECT MARKER "CRYSTAL COVE STATE PARK" ADOPT-A-HIGHWAY ADOPT-A-HIGHWAY BIKE ROUTE TSUNAMI EVAC. ROUTE EX. R26(S)(CA) EX. C&G LEGEND B "BIKE" PAVEMENT MARKING (PER CALTRANS STD. PLAN A24D) ** L "LANE" PAVEMENT MARKING (PER CALTRANS STD. PLAN A24D) +-BIKE LANE ARROW (PER CALTRANS STD. PLAN A24A) ** o-j BEGIN/END STRIPING DETAIL .,... CHANGE OF STRIPING DETAIL ** "BIKE", "LANE", AND BIKE LANE ARROW PAVEMENT MARKINGS SHALL BE INSTALLED PER CALIFORNIA MUTCD FIGURE 9C-3. (221 CALTRANS RIGHT OF WAY ** These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. "' vi >, ,: I -rn □ 0 u / -rn □ 0 u -L 0 0.. 3: " z 0 ->, 0.. 0.. 0 0.. rn " C □ ...J " .,, (Il >, 3: I " "' "' " ;5-u c;: LI. .----.------,---------------------,.-----.-----------r-----------,.--------------------------------i<i: ~ NO. DATE DESCRIPTION OF REVISIONS APPROVED APPROVED: Tl " L □ ~'Fr ~ Oj ANTON; E. 8~21 i' CITY TRAFFIC ENGINEER o.. 1------.------+-----------------------.----------t/ DESIGNED: DRAWN: l" BS RG RG 1----------1 ill CHECKED: DA TE: _3-BS 8 01 18 SHEET OF .. ~---------------------------------------------------------------------------~~-~---~-------------------~---~--------~----~--~~~---------------------~-------~LI. 12'12'16'12'12'12'12'12'VAR.8' 65'VARIES 7' 9' 12'12'15' 65' 12'12'11'11'6'12'VAR. VARIES 7' 5' 8' NE W P O R T C O A S T D R ST A T E O F C A L I F O R N I A CI T Y O F N E W P O R T B E A C H R/W R/W R/W R/WR/W R/ W R/ W R/ W R/ W R/W R/W COAST HWY 1 T-6024-S 1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT STRIPING MODIFICATION PLAN COAST HIGHWAY AT NEWPORT COAST DRIVE CALTRANS PERMIT No. 1217-NMC-0509 R/W CITY OF NEWPORT BEACH RIGHT OF WAY; NOT A PART OF CALTRANS ENCROACHMENT PERMIT. REVIEW AND APPROVAL BY CITY OF NEWPORT BEACH. C-7493-1 111111111111111111111 TTTTTTTTTTTTTTTTTTTT---------------------666666666666666666666000000000000000000000222222222222222222222444444444444444444444---------------------SSSSSSSSSSSSSSSSSSSSS 111111111111111111111 CCCCCCCCCCCCCCCCCCCCCIIIIIIIIIIIIIIIIIIIITTTTTTTTTTTTTTTTTTTTTYYYYYYYYYYYYYYYYYYYYY OOOOOOOOOOOOOOOOOOOOOFFFFFFFFFFFFFFFFFFFFF NNNNNNNNNNNNNNNNNNNNNEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPOOOOOOOOOOOOOOOOOOOOORRRRRRRRRRRRRRRRRRRRRTTTTTTTTTTTTTTTTTTTTT BBBBBBBBBBBBBBBBBBBBBEEEEEEEEEEEEEEEEEEEEEAAAAAAAAAAAAAAAAAAAAACCCCCCCCCCCCCCCCCCCCCHHHHHHHHHHHHHHHHHHHHH PPPPPPPPPPPPPPPPPPPPPUUUUUUUUUUUUUUUUUUUUUBBBBBBBBBBBBBBBBBBBBBLLLLLLLLLLLLLLLLLLLLLIIIIIIIIIIIIIIIICCCCCCCCCCCCCCCCCCCCC WWWWWWWWWWWWWWWWWWWWWOOOOOOOOOOOOOOOOOOOOORRRRRRRRRRRRRRRRRRRRRKKKKKKKKKKKKKKKKKKKKKSSSSSSSSSSSSSSSSSSSSS DDDDDDDDDDDDDDDDDDDDDEEEEEEEEEEEEEEEEEEEEEPPPPPPPPPPPPPPPPPPPPPAAAAAAAAAAAAAAAAAAAAARRRRRRRRRRRRRRRRRRRRRTTTTTTTTTTTTTTTTTTTTTMMMMMMMMMMMMMMMMMMMMMEEEEEEEEEEEEEEEEEEEEENNNNNNNNNNNNNNNNNNNNNTTTTTTTTTTTTTTTTTTTTT SSSSSSSSSSSSSSSSSSSSSTTTTTTTTTTTTTTTTTTTTTRRRRRRRRRRRRRRRRRRRRRIIIIIIIIIIIIIIIIIIIPPPPPPPPPPPPPPPPPPPPPIIIIIIIIIIIIIIIIIIIIINNNNNNNNNNNNNNNNNNNNNGGGGGGGGGGGGGGGGGGGGG MMMMMMMMMMMMMMMMMMMMMOOOOOOOOOOOOOOOOOOOOODDDDDDDDDDDDDDDDDDDDDIIIIIIIIIIIIIIIIIIIIIFFFFFFFFFFFFFFFFFFFFFIIIIIIIIIIIIIIIIIIICCCCCCCCCCCCCCCCCCCCCAAAAAAAAAAAAAAAAAAAAATTTTTTTTTTTTTTTTTTTTTIIIIIIIIIIIIIIIIIIIIOOOOOOOOOOOOOOOOOOOOONNNNNNNNNNNNNNNNNNNNN PPPPPPPPPPPPPPPPPPPPPLLLLLLLLLLLLLLLLLLLLLAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNN CCCCCCCCCCCCCCCCCCCCCOOOOOOOOOOOOOOOOOOOOOAAAAAAAAAAAAAAAAAAAAASSSSSSSSSSSSSSSSSSSSSTTTTTTTTTTTTTTTTTTTTT HHHHHHHHHHHHHHHHHHHHHIIIIIIIIIIIIIIIIIIIIGGGGGGGGGGGGGGGGGGGGGHHHHHHHHHHHHHHHHHHHHHWWWWWWWWWWWWWWWWWWWWWAAAAAAAAAAAAAAAAAAAAAYYYYYYYYYYYYYYYYYYYYY AAAAAAAAAAAAAAAAAAAAATTTTTTTTTTTTTTTTTTTTT NNNNNNNNNNNNNNNNNNNNNEEEEEEEEEEEEEEEEEEEEEWWWWWWWWWWWWWWWWWWWWWPPPPPPPPPPPPPPPPPPPPPOOOOOOOOOOOOOOOOOOOOORRRRRRRRRRRRRRRRRRRRRTTTTTTTTTTTTTTTTTTTTT CCCCCCCCCCCCCCCCCCCCCOOOOOOOOOOOOOOOOOOOOOAAAAAAAAAAAAAAAAAAAAASSSSSSSSSSSSSSSSSSSSSTTTTTTTTTTTTTTTTTTTT DDDDDDDDDDDDDDDDDDDDDRRRRRRRRRRRRRRRRRRRRRIIIIIIIIIIIIIIIIIIVVVVVVVVVVVVVVVVVVVVVEEEEEEEEEEEEEEEEEEEEE CCCCCCCCCCCCCCCCCCCCCAAAAAAAAAAAAAAAAAAAAALLLLLLLLLLLLLLLLLLLLLTTTTTTTTTTTTTTTTTTTTTRRRRRRRRRRRRRRRRRRRRRAAAAAAAAAAAAAAAAAAAAANNNNNNNNNNNNNNNNNNNNNSSSSSSSSSSSSSSSSSSSSS PPPPPPPPPPPPPPPPPPPPPEEEEEEEEEEEEEEEEEEEEERRRRRRRRRRRRRRRRRRRRRMMMMMMMMMMMMMMMMMMMMMIIIIIIIIIIIIIIIIIITTTTTTTTTTTTTTTTTTTTT NNNNNNNNNNNNNNNNNNNNNooooooooooooooooooooo........... 111111111111111111111222222222222222222222111111111111111111111777777777777777777777---------------NNNNNNNNNNNNNNNNNNNNNMMMMMMMMMMMMMMMMMMMMMCCCCCCCCCCCCCCCCCCCCC------------000000000000000000000555555555555555555555000000000000000000000999999999999999999999 RECORD DRAWINGS SHEET 5A GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, MARKERS, ETC. SHALL BE PER STATE OF CALIFORNIA DEPT OF TRANSPORTATION STANDARD PLANS, 2015 REVISED EDITION. 2. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPLASTIC" APPLIED AT MINIMUM THICKNESS OF 0.45 MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM THICKNESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE UNLESS NOTED OTHERWISE. 3. REMOVE ALL CONFLICTING STRIPING. 4. ALL STRIPING LENGTHS ON THIS PLAN ARE APPROXIMATE AND SHALL BE VERIFIED BY CONTRACTOR. 5. SIGNS SHALL BE STANDARD SIZE PER THE CALIFORNIA MUTCD (2014 REV. 1 & 2) UNLESS OTHERWISE SHOWN. RETROREFLECTIVE SHEETING SHALL BE TYPE XI, EXCEPT WHITE BACKGROUND SIGNS SHALL BE TYPE IX. THE BLACK IS NON- REFLECTIVE. SIGNS SHALL BE MADE OF ALUMINUM (.08 INCH THICKNESS, UNLESS OTHERWISE SHOWN IN CALTRANS STANDARD PLAN S93). 6. NEW SIGN POSTS SHALL BE 14 GAUGE 2 INCH SQUARE (OD) UNISTRUT INSTALLED INTO A 12 GAUGE 2 1/4 UNISTRUT (OD) BASE. UNISTRUT BASE SHALL BE INSTALLED AT A DEPTH OF 18 INCHES IN CONCRETE AND 30 INCHES IN DIRT. CONTRACTOR SHALL USA LOCATION PRIOR TO INSTALLING SIGN. 7. SIGN MOUNTING HARDWARE AND BRACKETS SHALL BE STAINLESS STEEL. ANTI-SEIZE LUBRICANT SHALL BE APPLIED TO MOUNTING HARDWARE PRIOR TO INSTALLATION. 8. SIGNS SHALL BE PLACED 3' MIN FROM CURB FACE. 9. CROSSWALK WIDTHS ARE MEASURED INSIDE TO INSIDE. 1 D. TRAFFIC CONTROL SHALL BE PER CAL TRANS STANDARD PLAN Tl 1. WORK HOURS SHALL BE OR SUNDAY-THURSDAY 10PM TO 5AM. 11. CALTRANS ENCROACHMENT PERMIT FOR IMPROVEMENTS WITHIN STATE RIGHT OF WAY ONLY. IMPROVEMENTS LOCATED WITHIN THE CllY OF NEWPORT BEACH SHALL BE REVIEWED AND APPROVED BY THE CITY OF NEWPORT BEACH. 12. CALTRANS STRIPING DETAILS 12, 22, AND 27B SHALL BE 4-INCH WIDE TO MAINTAIN CONSISTENCY WITH EXISTING ADJOINING CONDITIONS. 261 +00 WEST R/W I , .. ' 1 BIKE TRAVEL TRAVEL TRAVEL PAINTED TRAVEL TRAVEL TRAVEL BIKE TURN LANE LANE LANE LANE MEDIAN LANE LANE LANE LANE POCKET ,, I EAST R/W I , , 7 r--SH OULDER +8 +19 +30 +42 +48 +60 SOUTHBOUND WESTI R/W , BIKE TRAVEL TRAVEL TRAVEL LANE LANE LANE LANE " SOUTHBOUND NORTHBOUND PROPOSED CROSS SECTION PAINTED TRAVEL TRAVEL TRAVEL TURN MEDIAN LANE LANE LANE I +9 +21 + 3 NORTHBOUND EXISTING CROSS SECTION COAST HIGHWAY SECTION A-A POCKET " +45 +57 EASTI R/W , , ·1 r -SHOU LDER . /! 7+76.31 C L NEWPORT COAST DR. 265+94.44 C/L COAST HWY. PM 14.10 SIGN LEGEND R2-1 R3-7R R3-8 R4-4 R4-7 R6-1 R26(CA) R26(S)(CA) R28(CA) R28(S)(CA) R49(CA) R81 (CA) R81A(CA) W4-1 W4-2 W4-3 W9-1 W11-1 W11-2 W11-15 W12-1 OM1-3 OM2-2H G72(CA) S32(CA) S32-1 (CA) D11-1 EM-1a SPEED LIMIT SIGN RIGHT LANE MUST TURN RIGHT LANE DESIGNATION SIGN RIGHT TURN LANE YIELD TO BIKES KEEP RIGHT SYMBOL ONE-WAY NO PARKING ANYTIME NO STOPPING ANYTIME NO PARKING ANYTIME WITH ARROWS NO STOPPING ANYTIME WITH ARROWS NO PEDESTRIAN CROSSING BIKE LANE BEGIN PLAQUE RIGHT LANE MERGE SYMBOL LANE ENDS SYMBOL ADDED LANE RIGHT LANE ENDS BICYCLE WARNING PEDESTRIAN SYMBOL WARNING PEDESTRIAN/BIKE SYMBOL WARNING DOWNWARD ARROWS OBJECT MARKER (TYPE N-1 (CA) OBJECT MARKER "CRYSTAL COVE STATE PARK" ADOPT-A-HIGHWAY ADOPT-A-HIGHWAY BIKE ROUTE TSUNAMI EVAC. ROUTE 0 0 + -- I I I I I 7+00 SCALE: 1" = 40' R3-7 EX. C&G 90' EX. R2-1 60 • EX. BmCA)_ =--r DET 12 "ONLY" DET 38 N N -- N N N A STA. 268+26.50 CITY/STATE BOUNDARY (PER DISTRICT 12 -RIGHT OF WAY ENGINEERING MAP DOC. #2004000830815 O.R.) PM 14.06 JOIN EX. STRIPING EX. S32(CA) EX. 532-1 (CA) CONSTRUCTION NOTES [2] INSTALL STRIPING DETAIL OR PAVEMENT MARKING. IT] [TI 0 0 IT] 0 IT] 0 ~ ~ N INSTALL BIKE LANE PAVEMENT MARKING AND BIKE LANE ARROW. REMOVE EXISTING CONFLICTING STRIPING BY WET SANDBLASTING, INCLUDING RAISED PAVEMENT MARKERS. REPLACE EXISTING SIGN WITH NEW AS NOTED. INSTALL SIGN AS NOTED. INSTALL SIGN AND POST SIGN AS NOTED. REMOVE SIGN AS NOTED. REMOVE SIGN AND POST AS NOTED. RELOCATE SIGN TO STREET LIGHT AS NOTED. REMOVE SIGN POST. RE-INSTALL 12" WHITE CROSSWALK. CROSSWALK WIDTH IS MEASURED INSIDE TO INSIDE. REPAINT 12" WHITE DIAGONAL OR CHEVRON WITH 2 COATS PAINT. "BIKE", "LANE" AND ARROW R26(S)(CA), 8 EM-1a DET 27B 1 R4-4, EM-la,\ R26(S)(CA) 6 DET 27B 3 ..... ---140' tO- <O ---~ -18ir-TRANSITION ~ 272jl-OO -~ tO EX. R26(CA) r JOIN 60' EX. STRIPING RELINQUISHMENT PM 13.98 These Record Drawings have been prepared based on information submitted, in part, by others. While this information is believed to be reliable, City of Newport Beach is not responsible for its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. LEGEND B "BIKE" PAVEMENT MARKING (PER CALTRANS STD. PLAN A24D) ** L "LANE" PAVEMENT MARKING (PER CALTRANS STD. PLAN A24D) +-BIKE LANE ARROW (PER CALTRANS STD. PLAN A24A) ** ., .,.... BEGIN/END STRIPING DETAIL CHANGE OF STRIPING DETAIL ** CALTRANS . al N ~ N N -... ~ N . N ~ N -- ., C: ., ., ~ Ol ~ E □ D "' .. ~ Ol ~ '--OJ N '--OJ D Ol ;: -□ Ol C: "i □ ~ 0 -□ ~ 0 u ., D:'. I ~ Ol > ., D:'. ~ -:, g, 0 __J ., C: 0 __J ., ,,.; ca >, 3 I -rn 0 0 u / 0 Cl <( 0 / 0 <( 0 -rn □ 0 0 -~ 0 a. 3 " z .0 .c X w " ** "BIKE", "LANE", AND BIKE LANE ARROW PAVEMENT MARKINGS SHALL BE INSTALLED PER CALIFORNIA MUTCD FIGURE 9C-3. SUBMITTED BY REVIEWED BY REVIEWED BY DATE "R ,--;;;Dl;;;,Sl;;;"-;-s1"°'"--:c,:---l .,i r;. "'' "--II] (2A CITY OF NEWPORT BEACH RIGHT OF WAY; NOT A PART OF CALT~ANS PERMIT ~LANS -G CALTRANS ENCROACHMENT PERMIT. REVIEW AND APPROVAL BY CITY OF NEWPORT BEACH. /AN 1 8 1018 CAL TRANS PERMIT No. 1217-NMC-0509 PERMITTEE'S COPY u .0 :, a. / 0 ,----..------,----------------------,----....---------.....----------""""T------------------------------1 :i/ APPROVED: '-!, NO. DATE DESCRIPTION OF REVISIONS APPROVED STRIPING MODIFICATION PLAN ~ " ~ -'-"'"""~-1 ~~ COAST HIGHWAY AT _g ANTONY CE 45521 NEWPORT COAST DRIVE f CITY TRAFFIC ENGINEER 8:' 1------r------+-----------------------------~/ DESIGNED~s RG DRAWN: RG CITY OF NEWPORT BEACH __ T_-_6_02_4_-_s---1 ~ CHECKED: BS □Al£: 1 10 17 PUBLIC WORKS DEPARTMENT SHEET 1 or 1 3-~---------------------------------------------------------------------------~~-~---~-------------------~---~--------~----~--~~~---------------------__,. _______ ....,,c:.: