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Home My WebLink AboutT_6042_SCONSTRUCTION NOTES (THIS SHEET ONLY) OJ INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE. LENGTH AS SHOWN ON PLAN.UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. 0 INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21, CAL TRANS STD PLAN A20A LENGTH AS SHOWN ON PLAN. INSTALL THERMOPLASTIC 4" YELLOW CENTER LINE PER DETAIL 1, CAL TRANS STD PLAN A20A INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D. SEE SHEET 5 FOR SPACING DETAILS. 0 INSTALL THERMOPLASTIC 4" DOUBLE YELLOW CENTERLINE PER DETAIL 22, CAL TRANS STD PLAN A20A LENGTH AS SHOWN ON PLAN. 0 INSTALL THERMOPLASTIC 8" WHITE LINE PER DETAIL 28, CAL TRANS STD PLAN A20D LENGTH AS SHOWN ON PLAN 50' 50' w I I ~ I I I I 1fiJ - - ~lfi 2 [IV • 50' TYPICAL UNCONTROLLED INTERSECTION (NOT TO SCALE) ~---------/12] ~ ~- 25' I BCR ~ ~ \ ECR r 25' L TYPICAL ELBOW CORNER (NOT TO SCALE) GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD) 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. MATERIAL SHALL COMPLY WITH SECTION 210 -1.6 "PAINT FOR TRAFFIC STRIPING MARKINGS, AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 2009 EDITION AND ALL SUPPLEMENTS 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE 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 7. THE CONTRACTOR SHALL REMOVE AND CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310 -5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER 8 R81(CA) SIGNS SHALL BE 12"x8". SIGN SIZE SHALL BE PER THE CURRENT CA MUTCD STANDARDS UNLESS OTHERWISE NOTED. IF USED R28(MOD) AND R30(MOD) SIGNS SHALL BE 18"x24". 9 ALL SIGNS SHALL BE RETROREFLECTIVE WITH TYPE IV OR GREATER REFLECTORIZED SHEETING AND ANTI-GRAFFITI COATING. ~-CARAfEL --- 0 w ----8' DETAIL "A" NOTTO SCALE EX RC -R = 25' 2 155' R/W EX RC SCALE: 1"=100' "' C 0 ~ ~ .a C ~ lo ro 0 N C-7169-1 I ~-------------------------------11~ APPROVED BY: = u 0 w o:J 45521 ~-.25-18 1 1-o;-Clc;cTc;-Y,T"'RccAF"'F"'IC,--;cE.cNG"lf:[;"/_'t_-__,-+-----------,R;-;C'°E-----------,;D-;A;sTE----t ~ z ~-----------------------,-RE-VI-E~-✓ED-,-------,---,------,------------------r---r-----------:S~T~R~l~P-I-N~G,----:,-P~L-A~N----------1~ Dl<S 2401 E. KATELLA AVE., SUITE 425 ANAHEIM, CA 92806 657-284-2620 www.dksassociates.com ~48/Jrd!P · JEFF HEALD, RCE 49164 ro 2017-2018 SLURRY SEAL PROGRAM ~ / SPY GLASS NEIGHBORHOOD "' ; w ~ u r:::==~-,-::==---i---+------~----------------------.j-------l------------------------r----:::=--::-:::-:-=----:::---t·"' DESIGflED: LT DRAWN NG YL CITY OF NEWPORT BEACH T-6042-S ct f----------lu> CHECKED: KYC DAi)E6 18 2018 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 1 OF 9 ~ 1,_, _____________________________________ ....._ _____________________ ..... _....,:.,.:.:.;.i..~~~i..... ..... __ ...... _____________ .__ ..... ______________ ..... __ .;....__,;,~ GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORN IA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). 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. MATERIAL SHALL COMPLY WITH SECTION 210-1 .6 "PAINT FOR TRAFFIC STRIPING. MARKINGS AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE 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. 7. THE CONTRACTOR SHALL REMOVE AND CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310 -5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER. 8. R81(CA) SIGNS SHALL BE 12"x8". SIGN SIZE SHALL BE PER THE CURRENT CA MUTCD STANDARDS UNLESS OTHERWISE NOTED. IF USED R28(MOD) AND R30(MOD) SIGNS SHALL BE 18"x24". 9. ALL SIGNS SHALL BE RETROREFLECTIVE WITH TYPE IV OR GREATER REFLECTORIZED SHEETING AND ANTI-GRAFFITI COATING. CONSTRUCTION NOTES (THIS SHEET ONLY) INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE LENGTH AS SHOWN ON PLAN UNLESS OTHERWISE NOTED SEE SHEET 5 FOR DETAILS. INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21, CAL TRANS STD PLAN A20A. LENGTH AS SHOWN ON PLAN. INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D. SEE SHEET 5 FOR SPACING DETAILS. Dl<S 2401 E. KATELLA AVE, SUITE 425 ANAHEIM, CA 92806 657-284-2620 www.dksassociates.com '{ . «: ,y<" ~ t; l.,._ C49164 -P ~- ~;; c,vI\.~ f OF C~l\i~ -=--- 275 ' REVIEWED: JEFF HEALD, RCE 49164 ----------- z11111r1.._ SCALE: 1"=100' "' C 0 _J rn -~ C rn i)j ro 5 N C-7169-1 c!. ~-------------------------------~ APPROVED BY: -5 0 V O'.l I ~~~~~~::__ __ ______:,4'_"'5~5~2_._1 ___ ~~__:__:-.Z.~5=;;-~'BH i.L Ir RCE DATE V STRIPING PLAN 2017-2018 SLURRY SEAL PROGRAM SPY GLASS NEIGHBORHOOD z 8 0 o6 0 N co / "' ~ m -u t-:-:~--:----r---c---i----1------l----------------------11-----1------------------------r--------1.", DESIGNED LT DRAWN NG YL CITY OF NEWPORT BEACH T-6042-S ~ --------(/) CHECKED: KYC DA6~ 18 2018 NO. DATE DESCRIPTION OF REv1SiONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 2 OF 9 3-----------------------------------------------------------------------------------------......... ..,....,..,....,_...., __ ..,. _______________________ ,._ __ _., ____________________ _., ______ ___. i ' I NOTE: SEE SHEET 5 OF 5 FOR STR IPING DETAIL AND GENERAL NOTES SE£ SHEETS 3B, 3C, AND 3D FOR STRIPING WORK 2401 E. KATELLA AVE., SUITE 425 ANAHEIM, CA 92806 657 -284-2620 www.dksassociates.com '-:;:; C49164 EXP.09/30/ CtV\\- JEFF HEALD, RCE 49164 CONSTRUCTI ON NOTES (T HIS SH EET ON LY) [D INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE. LENGTH AS SHOWN ON PLAN.UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. [I) INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21 , CAL TRANS STD PLAN A20A LENGTH AS SHOWN ON PLAN. [TI INSTALL THERMOPLASTIC 4" YELLOW CENTER LINE PER DETAIL 1, CAL TRANS STD PLAN A20A 0 INSTALL THE RMOPLASTIC WHITE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D. SEE SHEET 5 FOR SPACING DETAILS . r;;l INSTALL THERMOPLASTIC 8" WHITE LINE PER DETAIL 38, CAL TRANS STD PLAN A20D. LENGTH AS L.:'.J SHOWN ON PLAN. 0 INSTALL THERMOPLASTI C TYPE IV PAVEMENT ARROW PER CAL TRANS STD PLAN A24A. 0 INSTALL NEW SIGN ON EXISTING POST/POLE AS SHOWN. 0 INSTALL THERMOPLASTIC TYPE VII PAVEMENT ARROW PER CAL TRANS STD PLAN A24A. [}] INSTALL THERMOPLASTIC WHITE YIELD LINE PER CAL TRANS STD PLAN A24E. LENGTH AS NOTED. \ \ I I : \ I I : I I I . I • I I I . I • I I I , I I I I EX.RC t:' 0 r z SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECI FICATIONS FOR PUBLIC WORKS CONSTRUCTIO N (GREENBOOK), 2015 EDITION AND ALL SU PPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 20 10, THE CALIFORN IA MANUAL ON UNI FORM TRAFFIC CONTRO L DEVIC ES (CA MUTCD, REV. 3), DATED JANUARY 2014, THES E 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 ACCEPTE D BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATER IALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURB AND PAVEMENT MARKINGS AND PAVEMEN T MARKERS" OF THE SPECIAL PROVISIONS. 5. UNLESS OTHERWISE NOTED, FlNAL 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 LIGH TS WITH NEW BRACKETS AN D STAINLESS STEEL HARDWARE. ALL SIGNS INSTALLED ON BICYCLE SID EWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEE CITY STANDARD DRAWING NO. 924-L. 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 TRAV EL PORTION OF THE LANE. PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK OR LIMIT LI NE, 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"x8". 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. "STOP" (2 PLACES) Iii_ 40' • "AHEAD" (2 PLACES) TYP. - FORD - ±460' TO LIMIT LINE N co ... co N <O SIGNING AND STRIPING CONSTRUCTION NOTES OJ INSTALL STRIPING DETAI L OR PAVEM ENT MARKING AS INDICATED. INSTALL "BIKE LANE" AND BIKE LANE ARROW. INSTALL 12" WHITE CROSSWALK OR LIMIT LI NE. CROSSWALK SHALL BE 1 o' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. 0 INSTALL SIGN(S) AND POST. .._________ R81 (CA), R81 B(CA) ...____ FORD ----- -------=----------==---~==--==---==--~= 4" WHITE --- - -------------- TYPE IV (2 PLACES) ~ R81(CA), ------------ N r'l • 12" WHITE DIAGONAL AT 50' SPACING DET 26 17' l!!l .. 200· ---"' -.-"' -----<O ---- N - - 3 -----------DET 38 1 "STOP" (3 PLACES) ------ O' ...____ \!) <1) N "STOP" (2 PLACES) ...____ ------------ ...____ ----,-__ ______ ;':! 185 • ---co - - -------- I· 50' DITA L "A<,. wamc '""" NO SCALE SCALE; 1"=40' 308 - DET 39A 1 ------ - ---- ---lOo' -- ---- ----- ---------"STOP" (2 PLACES) N <1)-... -<1) \!) -100' --- - - --- "AHEAD" (2 PLACES) ROAD "' 1 DET 21 ~ I m g~ g~ NEWPORT HILLS DRIVE WEST 4 R81(CA), R81 B(CA) "AHEAD" (2 PLACES) "STOP" (2 PLACES) - ±480' TO BCR DET DET 190' SCALE: 1 "=40' O'.) f-- l.L <1) wW ... z_J -_Js 0 IS -CD ow ~m 2w w (/) C-7169-1 Q) C: <I) <I) L O' L <O '-. v N '-..... 0 "' "' u ui C 0 0... "' C a. ·c -if) u 0 0 0:: u ~ 0 > <D -0 0 -I .c: ,!Q .ll ::, 0... (J <( / 0. E Q) -/ 8 0 / r--.-----,--------------------,----r---------,---,-AP:::P::;Rc:-0--:-VA--:-L--:R::;Ec:-CO--:M--:M::;E--:ND:::Ec:-D-: --,-----------------------------t ~ STR IPING PLAN -g, a. 0 FORD ROA D ~ ANT~ NEWPORT HILLS DRIVE TO PRAIRI E ROAD ~ CITY TRAFFIC ENGINEER [:' t-:::=-:-:--:::----,r:,::-,------+-----------------------r--------1 / DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH T-6042-S ~ 1---------1 " .._ ______________________________________________________________________ ....1,_N_o_ • ...1..._o_A_TE_-1..o_E_sc_R_1r_n_oN_o_FRE_v_1s_1o_Ns __________ ..J..A_r_rR_o_v_rn..1... _______ ...1._cH_E_cK_E_o=_"'EL;.1...DA_TE_,""'7~24~18:!.L.. ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ...J_s_H_EE_T...;3::..=B:....oF_;:9:.....Jt SIGNING AND STRIPING GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 20 15 EDITI ON AND ALL SUPPLEMENTS, THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UN IFORM 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 PAVEM ENT MARKINGS AND/OR TRAFFIC STR IPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACK ED" FOR INSPECTI ON BY THE ENGINEER OR HIS REPRESENTATIV E 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 ACC EPTED 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. 7. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING . 8. BUFFERED BIKE LANES SHALL INCLUD E 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 OTHERW ISE 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 LI MIT 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. 1 0. R81 (CA) SIGNS TO BE 12"x8". 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. DET 39 OET "A" DET 38A 1 0 FORD ,I TYPE I • /fsrr srr It~~ "STOP" (2 PLACES) SAN MIGUEL DRIVE SIGNING AND STRIPING CONSTRUCTION NOTES ~ INSTALL STRIP ING DETAIL OR PAVEMENT MARKING AS INDICATED. [I] INSTALL "BIKE LANE" AND BIKE LANE ARROW. 0 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 D' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. 0 INSTALL SIGN(S) AND POST. DET FORD DET 26 -----Q) --N -~ -----------------DET 9 1 ----DET 39 1 (2 DET 26 1 "STOP" (3 PLACES) 1 TYPE IV (2 PLACES) TYPE VII (2 PLACES) TYPE I (2 PLACES) TYPE IV PLACES) 1 DET DET 39 26 R81(CA), R81A(CA) 1 DET 38 <J) 175' 1!!11 N - 100' N ---Q) "STOP" (3 PLAC ES) I~ / -..., -/ 45' OPENING 12" WHITE 1 DIAGO NAL AT 25' SPACING DET 38A "ONLY" (2 PLACES) TYPE IV (4 PLACES) 1 N N iO 135 ' N 135' N l!) TYPE VII (2 PLACES) "STOP" (3 PLACES) - ; - \ 0 - / / .,. I I I , I 1~u fil ll[Jl l!l1l I; I ~~ NEWPORT HILLS DRIVE EAST 1 DET 40 '---- - • Iii fr: 0 w -- ·u:, N • ... N ·u:, N "STOP" 1 (3 PLACES) N 185' - 0 <J) N N -ro "A" ----- ~ ±42' 50' ·I .. -" " -- i!;I 40' = -TYP. ±380' TO BC "AHEAD" (2 PLACES) "STOP" (2 PLACES) ....------- • N Ct'. ....------- N O ...------------------~ ~ ~( --- 26 DET 21 - ------ R81(CA), R81B(CA) "AHEAD" (2 PLACES) "STOP" (2 PLACES) SCA LE: 1 "=40' • !I SCALE: 1 "=40' C-7169-1 en 3' u Ol C 0 0:: en C 0. ~ -lf) u 0 0 a:: u ~ 0 u_ / <D -0 0 ~I .s: V) .D ::, IL () <( / 0. E Q) :;, 0 () 0 ? ~-~---~------------------~------.---------r----------..-----------------------------10 -0 .,, APPROVAL RECOMMENDED: STRIP ING PLAN FORD ROAD 0. Q. D / " C "' ANTONY BRIN 45521 NEWPORT HILLS DRIVE TO PRAIRIE R OAD 1:' CITY TRAF IC ENGINEER t" 1-------;;...,.--------+--------------------~---------1/ V) CITY OF NEWPORT BEACH 1---T_-6_0_4_2_-S----1 ~ DESIGNED: RG DRAWN: RG ::, L--------------------------------------------------------------------...1.._No_ • ...1.._o_A_rr_...1..o_Es_c_R1_P11_o_N_o_F_R_E,,_s_1o_N_s _________ ...J..A_P_PR_o_VE_o..1.... _______ ..1....cH_E_cK_E_o:__:Ea:aL.1..o_A_rr_: .:.7r..:2a.:.4r..:1.:aJ8 L..-____ P_U_B_L_1_c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ...... _sH_E_ET_3_C_oF_9--1 ,;; SIGNING AND STRIPING GENERAL NOTES 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. 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"x8". 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. SIGNING AND STRIPING CONSTRUCTION NOTES [D INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL "BIKE LANE" AND BIKE LANE ARROW. INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. 0 INSTALL SIGN(S) AND POST. FORD ROAD SEE SHEET 3B FOR STRIPING WORK I II , I 11 0 MESA VIEW "STOP" 1 (3 PLACES) 1 I') 1 140' LEGEND 0 SIGNALIZED INTERSECTION DET 26 DET 38 1 DET 9 TYPE IV R81(CA), 1 (6 PLACES) R81 B(CA) "ONLY" 1 (3 PLACES) DRIVE DET 39 100' 140' • 1l IP if I I ,. DET 37B R81(CA), 4 R81 B(CA) "ONLY" (2 PLACES) 1 SEE SHEET 3B FOR STRIPING WORK FORD ROAD SEE SHEET 3C FOR STRIPING WORK \ \ \\ \ \ \ ' DET 39 DET 26 ' - ( SEE SHEET 3C FOR STRIPING WORK "STOP" (3 PLACES) TYPE IV 1 (4 PLACES) PRAIRIE 1 21 ' 118' ' DET 38 1 DET "A" TYPE VII 1 (2 PLACES) "ONLY" 1 (2 PLACES) 190' 190' TYPE I PLACES) 1 DET 38 1 "ONLY" (4 PLACES) a:, I· R81 (CA), R81 B(CA) ROAD 115' TYPE IV (6 PLACES) 50' ·I ~D~E~T~A=IL~'~'A~~ 4" WHITE STRIPE NO SCALE BONITA CANYON ROAD 11 0 I 0 / 11 O' BONITA CANYON ROAD I ' IV -\ I \ ~ \., \ \ \ 10' I I SCALE: 1'' =40' SCALE: 1 "= 40' Q) r: Q) " L c,, L c,, "' "O ui r: 0 a: c,, r: a. L ~ (/) -0 0 0 n:: "O L 0 LL / <D ~ 0 0 ~I ii .n :J n. u <{ / a. E " / 0 u 0 C-7169-1 7 ,----,-----,--------------------r-----,,---------~-AP_P_R_OV_A_L_R_E_COM_M_E-ND_E_D_: --,-----------------------------t~ STRIPING PLAN -g_ MESA VIEW DRIVE J ,;;;~~~'~1•~E,u;21 -PRAIRIE ROAD ~ CITY TRAFFIC ENGINEER FORD ROAD TO BONITA CANYON DRIVE ::, 1-------,-------------------------~--------1/ CITY OF NEWPORT BEACH T-6042-S ~ DESIGNED: DRAWN: RG RG 1----------1 "" ..._ ______________________________________________________________________ --1,_N_o_ . ..1..._o_A_rE_...1,,.o_E_sc_R_1P_11_0N_oF_RE_v_1s_1o_Ns __________ ... A_P_PR_o_vE_D-'----------'-c_H_E_cK_E_o,_E;;:L"--oA_T_E,..:7...:a.24~18;;,i,_ ____ P_u_s_u_c_w_o_R_K_s_D_E_P_A_R_T_M_E_N_T ___ ....,L_s_H_EE_T_3;._D_oF_9;.__.S 3 EX. RC NOTE SEE SHEET 5 OF 5 FOR STRIPING DETAIL AND GENERAL NOTES. N ' SCALE: 1"=100' E Q_ n 0 N CONSTRUCTION NOTES (THIS SHEET ONLY) [iJ IN STA LL THERMOPLASTIC 12" WH ITE LIMIT LINE. LENGTH AS SHOWN ON PLAN UNLESS OTHERWISE NOTED SEE SHEET 5 FOR DETAILS. [3J INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21 , CAL TRANS STD PLAN A20A LENGTH AS SHOWN ON PLAN. INSTALL THERMOPLASTIC 4" YE LLOW CENTER LINE PER DETAIL 1, CAL TRANS STD PLAN A20A. INSTALL THERMOPLASTIC WHI TE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D. SEE SHEET 5 FOR SPACING DETAILS. '57 INSTALL THERMOPLASTIC 8" WHITE LINE PER DETAIL 38, CAL TRANS STD PLAN A20D . LENGTH AS L.::'.J SHOWN ON PLAN. INSTALL THERMOP LASTIC TYPE IV PAVEMENT ARROW PER CAL TRANS STD PLAN A24A. INSTALL NEW SIGN ON EXISTING POST/POLE AS SHOWN. INSTALL THERMOPLASTIC WHITE YIELD LINE PER CAL TRANS STD PLAN A24E. LENGTH AS NOTED. 00 ~ C-7169-1 ,.,_ ~A~P=PR~O~V~E=□-B~Y-:-----------------------------1 ~ £ 0 g <D ~~~-~r1;;·-~~~~~ ____ 4_5---a5=2_1 ___ -"'G'--=Z::::...S -i:-A*C,.=---I i CITY TRAFFIC RCE DATE t z r---------------------------------"'""'T=--=---------,-----,-----,---------------------------+--------------------------------IN REVIEWED STRIPING PLAN g Dl(S 2401 E. KATELLA AVE., SUITE 425 ANAHEIM , CA 92806 657-284-2620 www.dksassoci ates .com JEFF HEALD, RCE 49164 I 2017-2018 SLURRY SEAL PROGRAM ~ ;;;, NEWPORT HILLS NEIGHBORHOOD 5 ;;'- 00 ~ r::::===-----r:=----"'""1---+-----+----------------------+------l-----------------------...----------1.[ DESIGNED: u DRAWN NG YL CITY OF NEWPORT BEACH T-6042-S ~ CHECK ED: 1---------1 u, KYC DA6E5 18 2018 NO. DATE DESCRIPTION OF REVI SIONS APPROVED PUBLIC WORKS DEPARTM ENT SH EE T 4 OF 9 9-_________________________________ ___._ __________________ ....._ _ ___.~...:.:::.;~.:..:..1.,._.,___.....1.. ___________ -1-,_....1., ____________ --1, _ _..:_...:;:__,J _ CONSTRUCTION NOTES (THIS SHEET ONLY) OJ INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE. LENGTH AS SHOWN ON PLAN.UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. 0 INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21, CAL TRANS STD PLAN A20A LENGTH AS SHOWN ON PLAN. INSTALL THERMOPLASTIC 4" YELLOW CENTER LINE PER DETAIL 1, CAL TRANS STD PLAN A20A INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D. SEE SHEET 5 FOR SPACING DETAILS INSTALL THERMOPLASTIC 8" WHITE LINE PER DETAIL 38, CAL TRANS STD PLAN A20D. LENGTH AS SHOWN ON PLAN INSTALL THERMOPLASTIC TYPE IV PAVEMENT ARROW PER CAL TRANS STD PLAN A24A INSTALL THERMOPLASTIC 12' YELLOW CONTINENTAL CROSSWALK PER CAL TRANS STD PLAN A24F UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. INSTALL NEW SIGN ON EXISTING POST/POLE AS SHOWN INSTALL THERMOPLASTIC WHITE YIELD LINE PER CAL TRANS STD PLAN A24E. LENGTH AS NOTED \ EX. RC EX. W11 -2/- W16-7P _/_ I .-( --- 50' 2 EX. TYPE K EX. W11-2) / W16-7P CONTINENTAL i""i1 / (WHITE) L'...r DETAIL "A" SCALE 1 '=20' 50-J EX. RC \ SEE DETAIL "A" EX TYPE K EX. RC 50' 20' "EX. R1-1 N ' SCALE: 1"=100' 0, C 0 ~ 0, C C 0, ui cc 0 N C-7169-1 ,!_ ,....,,=,,,...,,,,....,,.,.,..---------------------------1~ APPRO\IED BY: h~~~~~ ____ _.::_4r_:5~5~2_.___1 ___ ~G::__:-~ZS~-rC,&--t j CITY TRAFFIC RCE DA TE ~ z .--------------------------.-R;:;,EV:-::;:IE::::;WEC-::-D:-----,---,---,---------------i---+--------;S;:TTIRWIP)IIMN,::G:-""jP0Li"""Ar:N~------.~ Dl<S 2401 E. KATELLA AVE., SUITE 425 ANAHEIM, CA 92806 657-284-2620 www.dksassociates.com ro 2017-2018 SLURRY SEAL PROGRAM ~ --"'"'"' s_ ; -"'/15/Ja,i{) NEWPORT HILLS NEIGHBORHOOD ~ ("' "-C49IG4 7 JJF HEALD, RCE 49164 ;)-~ '.'.;EXP.09/30/18 1------,,-------l--~~-----i-------------------+-----}--------------------1 -,=-~M,;:_c=;:-i i ~ CN\\. DESIGNED DRAWN: CITY OF NEWPORT BEACH T-6042-S cl: -i/f OF CA'c \ LT NG YL 1---------1 (fl LN:O:T:E:· s_E_E_s_H_E_E_rs_o_F_s_Fo_R_sr_R_IP-1-NG-□-ET_A_IL_A_N_□_G_E_N_E_R_A_L_No_r_E_s_. _______________________________ .1.. _________________________ ---=--_____ LcH_E_c_KE_□_, lK~YC~□-AJ6E~6i:',11~8,2~0:l,l1 su_N~•O;;;, . .J.._:DA,;;T.::,E_J.:D.::.ES;;,;C;;,;R;;,IP;;,Tl:ON,;_;;O;_F ,;,;R;;;,EV;,;;IS;;;.IO;;;.N;,:,S __________ ~_AP_P_R_ov_E_oJ... ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ______ s_HE_E_r_5 __ oF_9 _ _. 3- 12' 1 STOP~ EX. R1-1 SAN MIGUEL ' Rm'\ DRIVE EXISTING STRIPING PLACE EX. R1-2 CONSTRUCTION NOTES (THIS SHEET ONLY) [!] INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE LENGTH AS SHOWN ON PLAN.UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. [I] INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21, CAL TRANS STD PLAN A20A. LENGTH AS SHOWN ON PLAN. 0 INSTALL THERMOPLASTIC 4" YELLOW CENTER LINE PER DETAIL 1 CAL TRANS STD PLAN A20A. 0 INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D . SEE SHEET 5 FOR SPACING DETAILS. 0 INSTALL THERMOPLASTIC WHITE YIELD LINE PER CAL TRANS STD PLAN A24E . LENGTH AS NOTED. EXISTING STRIPING z-... SCALE: 1"=100' E ,>c 0 N ro ~ ~ "' 0 u u §. 0 <( ;;- c 0 a: C 0, Ui ro 0 N C-7169-1 "-r;-:;-;=="""""--------------------=-....:......:....::....:..-.:..a~ APPROVED BY: ~ u 0 V DJ k-~t'~A.~u~;:_ ____ _.4~5..,_,5~2~1~-----"~~-="".zs~-._r_.,.v~ .. ___Ji CITY TRAFFIC E EER RCE DA TE ~ r----------------------------,-;;;:;==------r--~---"T""-----------------,---+------------=--------------------1~ REVIEWED STRIPING PLAN ~ Dl<S 2401 E. KATELLA AVE., SUITE 425 ANAHEIM. CA 92806 657-284-2620 www .dksassociates.com ~ta!sio /(P,, !) ,_/{) _ 2017-2018 SLURRY SEAL PROGRAM ~ =:;;:;;_'<-c49164 .,,'%:'§) -"'-::!< _,.,U(f«v NEWPORT HILLS NEIGHBORHOOD ~ _ . ~ . .. JEFF HEALD, RCE 49164 ;, , ~ EXP.09/30/18 I:] !3 *~ CJV\\.. l-;D;;:E;:;Sl;:;GN::E::-D,--r:D-:-::R::-A;;;WN::-,---t--+-----l-------------------1---_j-----------------------,---------1 l NOTE:SEESHEET5OF5FORSTRIPINGDETAILANDGENERALNOTES. 1faFW.\ LT NG YL CITY OF NEWPORT BEACH T-6042-S ct ---------------------------------------------------.L..----------------------------J...cH_E_cK_E_D:...!,KY!;CJ...DA..:6~E6~18:.::;2~0~18~:NO;:;,·J__;D~A:;;TE:.......J.D::.:E;,;:S:CR:::,IP~l~IO:;_N _:;0:_F.:,:R;;_;EV::;IS:10:N.::,s __________ i.;A::P.:,PR:· o;:;:V~ED;,i_ ___ _;P~U::.:;:B,::L;:IC:_:,W:,:O::;R:,:K;;:S.:D;,:E::P.,;A:R:.::_T:M:.::E~N:.T~--...l:s:H~E~ET=~6~=~o-F:.-~9~=Ji GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). 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 ENGIN EER 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 MATERIAL SHALL COMPLY WITH SECTION 210-1.6 "PAINT FOR TRAFFIC STRIPING. MARKINGS AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREENBOOK). 2009 EDITION AND ALL SUPPLEMENTS 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE 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. 7. THE CONTRACTOR SHALL REMOVE AND CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310 -5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER 8 R81(CA) SIGNS SHALL BE 12"x8". SIGN SIZE SHALL BE PER THE CURRENT CA MUTCD STANDARDS UNLESS OTHERWISE NOTED. IF USED R28(MOD) AND R30(MOD) SIGNS SHALL BE 18"x24" 9. ALL SIGNS SHALL BE RETROREFLECTIVE WITH TYPE IV OR GREATER REFLECTORIZED SHEETING AND AN TI-GRAFFITI COATING. EX W3-1 SCALE: 1 ""'40' {1Jws-1, W13-1(1s1 [[]wa -1. w13-1(1sJ 1 O SW24-2(CA) SIGN LEGEND: 'N17 1 SW24-2 (CA) tJOT A PA~T' 'N84 (6}1) AHEAD SW24-3 (CA) CONSTRUCTION NOTES (THIS SHEET ONLY) G] INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE. LENGTH AS SHOWN ON PLAN .UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21, CAL TRANS STD PLAN A20A. LENGTH AS SHOWN ON PLAN INSTALL THERMOPLASTIC 4" YELLOW CENTER LINE PER DETAIL 1, CAL TRANS STD PLAN A20A. INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D. SEE SHEET 5 FOR SPACING DETAILS. INSTALL THERMOPLASTIC 12' YELLOW CONTINENTAL CROSSWALK PER CAL TRANS STD PLAN A24F. INSTALL THERMOPLASTIC YELLOW PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D. REMOVE EXISTING SIGN(S) INSTALL NEW SIGN ON EXISTING POST/POLE AS SHOWN. INSTALL THERMOPLASTIC WHITE SPEED BUMP MARKING AS SHOWN. SEE SHEET? FOR DETAILS. INSTALL NEW SIGN ON NEW POST AS SHOWN . REMOVE EXISTING SIGNS AND POST. 1 j M P H W13-1(1 5) EX. R1-1 SCHOOL SW24-1 (CA) WB-1 50' 50' fu7 ' ' ~ ' ' ' ' ~!ii --~ ~ t.,. 0 _/ 50' TYPICAL UNCONTROLLED INTERSECTION EDGE OF SPEED BUMP (NOT TO SCALE) 4' 22' SPEED BUMP (NOT TO SCALE) I ,CURB V, EDGE OF SPEED BUM P CENTER OF SPEED BUMP 12" OF THERMOPLASTIC WHITE MARKING STOP 4 3 2 25' I BCR~ ~ I \ \ ECR r 25' L TYPICAL ELBOW CORNER (NOT TO SCALE) 2' CONTINENTAL CROSSWALK (NOT TO SCALE) 0001~~ oo[A~[~ 0 "' 0 "' oo[jrn oo[jrnr 0 "' MARKING LEGEND SPACING EX R1-1 t.\ '\_~'x R1-1 \ I \ ' I \ DOUBLE YELLOW1 (DETAIL 21) \ I I \ I I I I I I (NOT TO SCALE) I \ I I I , YRIW I I I \ ' I I \ 1. \ 1 20' ~ -~X.R1-1 \ \ STOP u I I \ ', I \ I ' ' \ '1 I \ I i,. I DIRECTION OF TRAVEL YIELD LINE LAYOUT (NOT TO SCALE) "' -~ C "' en CX) 0 N C-7169-1 "-=="""-==-=-,--------------------------1~ APPROVED BY: ~ u a &5 45521 G-25-18 1i l-c-=-c-=c~~d!d=c----------;cRC"'E~--------~D-,-As=,TE~-1 t z ,--------------------------------r----------,---,-----,-------------------~----+------------------------------fN STRIPING PLAN ~ REVIEWED: Dl<S 24D1 E. KATELLA AVE., SUITE 425 ANAHEIM, CA 928D6 657-284-262D www.dksassociates.com <X) '<~ iv_ 11 /17 2017-2018 SLURRY SEAL PROGRAM ~ "-'" • *c-1, -41 _,/tkltfU-NEWPORT HILLS NEIGHBORH OOD ~ ~ ~ C49154 ~ g'; ffiHEALD, RCE 49 164 ~ «" EXP.09/30~1B '<> -1J ~J'\ c,v,1--::.dk-..* t-;D::;::ES;:;;IG:::NE;:;::D-, -L,T r;:D;::-;RA:;;;WN;;-: N_G_Y_L"i--+------1----------------+------t----c-,-T-Y_O_F_N_E_W_P_O_R_T_B_E_A_C_H _____ --:T::-_---:6:-:0::-4-:--2=-----:s::-I 1 ~ CF C~ll~~ 1--------11/) --------------------------------------------------------------------------------------cH_E_cK_E_o_, ... K_,Yc __ 0 _A_1E_6_1_s_2_0_1s..._N_o_. ____ 0A_T_E ___ o_Es_c_R_1P_T1o_r_i _o_F _R_Ev_1s_10_1,_s __________ ....,_AP_P_R_ov_E_o ______ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ______ s_HE_E_T_7 __ oF_9 _ _.~ R/W , // /, , £----R/W EXISTING STRIPI NG EX. R10-12 10 180' EX.RC EXISTING STRIPING BIKE LANE~ R/W EX.RC 30' EX.RC SIGN LEGE ND: SCHOOL AHEAD SW24-1 (CA) SW24-2 (CA) SW24-3 (CA) & BIKE LA NE END R81 (CA) R81 B (CA) GE NERAL NOTE S 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISIONS. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). DATED JANUARY 2014. THESE PLANS, AND THE CITY OF NEWPORT BEACH STAN DARDS 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 ACCEPTE D BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION 4. MATERIAL SHALL COMPLY WITH SECTION 210 -1.6 "PAINT FOR TRAFFIC STRIPING MARKINGS, AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREENBOOK). 2009 EDITION AND ALL SUPPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE 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. 7. THE CONTRACTOR SHALL REMOVE AND CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310 - 5 6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGINEER. 8. R81(CA) SIGNS SHALL BE 12"x8". SIGN SIZE SHALL BE PER THE CURRENT CA MU TCD STANDARDS UNLESS OTHERWISE NOTED. IF USED R28(MOD) AND R30(MOD) SI GNS SHALL BE 18"x24". 9. ALL SIGNS SHALL BE RETROREFLECTIVE WITH TYPE IV OR GREATER REFLECTORIZED SHEETING AND ANTI-GRAFFITI COATING. EX. R2-1(25) EX. RC wOl~b w[]~[~ 0 "' 0 "' w[)rn~ w[)mr 0 "' MARKING LEGEND SPACING I ( / / 8 R81(CA) R81 B (CA) ~;C f_'M ------------------ (NOT TO SCALE) 250' 9 EX. R30F (CA) (MOD) BIKE LANE EX. RC ----- -_ _,,_-. .,__ -- BI KE LANE 11 EX. R2-1 (25) EX. RC 30' 10 S1 -1, W16-9P 6 SW24-3 (CA) 7 EX. R30F (CA) (MOD) EX.RC 9 30' 10 100' 140' 9 m[t ~11t 50' BI KE LANE 11 CONTIN ENTAL CROSSWALK (NOT TO SCALE) e ~ u hi &i 1 II ~, DRIVE I I I 6 S1-1, W16-7P 7 SW24-2 (CA) I 7 R81 (CA) BIKE LANE 11 I I I _Ex. ~Rc:1~=~~~;~;"~ _ }--_ {--____ --~Ex. RC EX. RC \ I -_-. --~ \ o::i ---I --==--.;;:; ------- \--------~~t-=•:=-::CC--=:::::;:::=~N ::= -'1 -= ~ ----_____, --~ .....-.: \ ~ = ,. ~ -/ -ioo•r --cc, __ ·c=c---=---' --" x-WA',.)< -~-----~ -X-w-"lk --• -o:, -4 co ..._ ..._ -----------,.- 5 XING --_:::-:::=:)_,~:.:::=: -~\c=====/===~-=_=:::=c-!_=r= NTINENTAL --0 0---n ___ __-8--_:_ -------~ ~ -~--------... -----------100' 10 EX. RC ~ ~ '5i -.--7" ---X R -. ~--:-,,-<'..' ___ ', EX. R5-1, • C --------- ---EX. RC 50§1 --::::::=-• '/ --"SCHOOL BUS ,:-~-~ -'ill 165' ENTRANCE ONLY" S1 -1 S4-3P@ SW24-1 (CA) 0 11 BIKE LANE SLOW 5 SCHOOL 5 (MOD) R81(CA) R81 B (CA) 8 SW1-1. W16-7P 6 SIGN SW24-2 (CA) 7 CONSTRUCTION NOTES (TH IS SHE ET ONLY) OJ INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE . LENGTH AS SHOWN ON PLAN.UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. 0 INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21, CAL TRANS STD PLAN A20A. LENGTH AS SHOWN ON PLAN. INSTALL THERMOPLASTIC 4" YELLOW CENTER LINE PER DETAIL 1, CAL TRANS STD PLAN A20A. INSTALL THERMOPLASTIC 12' YELLOW CONTINENTAL CROSSWALK PER CAL TRANS STD PLAN A24F. INSTALL THERMOPLASTIC YELLOW PAVEMENT MARKING LEGEND AS SHOWN PE R CAL TRANS STD PLAN A24D. REMOVE EXI STING SIGN(S). INSTALL NEW SIGN ON EXISTING POST/POLE AS SHOWN. INSTALL NEW SIGN ON NEW POST AS SHOWN. INSTALL THERMOPLASTIC 6" WHITE SOLID BIKE LANE LINE PER DETAIL 39, CAL TRANS STD PLAN A20D. ~ INSTALL THERMOPLASTIC 6" WHITE INTERSECTION BIKE LANE LINE PER DETAIL 39A, CAL TRANS STD PLAN A20D. ~ INSTALL WHITE THERMOPLASTIC PAVEMENT LEGEND AS SHOWN, PER CAL TRANS STD. PLANS A24A, A24C, A24D. N ' SCALE: 1"=40' O' C .3 <X) -::::_ 0 -::::_ r-0 O' .s C O' vi <X) 5 "' C-7169-1 r!-,..,... ____________________________ --1~ APPROVED BY, 1 m ~~~~~~:.__ __ ~4~5~5~2_!._1 ___ _!__7_:-~/2:;-~/8~"[ CITY TRAFFIC ENG RCE DA TE i z r--------------------------------~r-----------~-~---~r---------------------,.----1--------------------------------IN 8 STRIPING PLAN Dl(S 2401 E. KATELLA AVE., SUITE 425 ANAHEIM, CA 92806 657 -284-2620 www .dksassociates.com REVIEWED: -HEALD, RCE 49164 20 17-2018 SLURRY SEAL PROGRAM PACIFIC VIE W DRIVE FROM SAN MIGUEL DR . TO MARGUERITE AVE. I <X) ~ "' / "' 0 ~ u f------r------i-----1-----1----------------------1-----1-----------------------,---------l-9'. DESIGNED: u DRAWN NG YL CITY OF NEWPORT BEACH T-604 2-S ct 1---------1 en CHECKED: KYC DAifJ 18 2018 NO. DATE DESCR IPTION OF REVISIONS APPROVED PU BLIC WORKS DEPARTME NT SHEET 8 OF 9 -9, ____________________________________________ ..... _____________________________ .;,:,.:...._....,....., ____ ..... ____________________________________________ ...1,, _____ _ 9 R28(CA) EX R2-1(25) ,_,_ " t O' R1 -1,R1-3P,SNS 11 AT ?'CLEARANCE R/W EXISTING STRIPING SAN JOAQUIN 20· I HILLS ROAD /R/W io-~-110 W11-1 , W16-1 P __/-_ ---- EXISTING STRIPING -t+--------j_J--;?,,.. EXISTING X-WALK ... ' -----'------------ -------------------- EXISTING X-WALK ----- \ R/W I I - -\_R/W 4'=~=::::~J;::=>-\-+--EXISTING STRIP! NG I , R/W STOP 4 DRIVE 2 120' S1-1 , S4-3P SW24-1 (CA) _,,.-----T-~ /R/W EX~RC , , ,/-'°'-• --~:,.,\-~-~ -------------_ _,,T -/ "-_EX RC \ ;\ ~~;:,"-.,_ \ . ~ . , ----------------------.;_ -----, 9 R1-3P , EX. RC 11 R1-1 AT 7' CLEARANCE •~EX. R30F(CA)(MOD) 0 "' 0 "' MARKING LEG END SPACING (NOT TO SCALE) SIGN LE GEND : DEA D END W14-1 SCHO OL SW24-1 (CA) W11-1 PARK ! ~11 (~ -~N Y TIME R28(CA) !<~~l ! '° 3'4" J SW24-2 (CA) AHEAD SW24-3 (CA) SHARE THE ROAD W16-1P SHARROW BIKE LANE SYMBOL (NOT TO SCALE) CONTINENTAL CROSSWALK (NOT TO SCALE) 0 N / I ' ' ' ' ,, ', ' ' ' EX. RC GE NERAL NOTE S 1 ALL WORK SHALL BE IN ACCORDANCE WITH TH E PROJECT SPECIAL PROVISION S. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2009 EDITION AND ALL SUPPLEMENTS. THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD). DATED JANUARY 2014. THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2 THE LAYOUT FDR 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 SI GNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4. MATERIAL SHALL COMPLY WITH SECTION 210 -1.6 "PAINT FOR TRAFFIC STRIPING. MARKINGS, AND CURB MARKINGS", OF THE STANDARD SPECIFICATIONS OF THE PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 2009 EDITION AND ALL SU PPLEMENTS. 5. UNLESS OTHERWISE NOTED, FINAL STRIPING SHALL BE 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 7. THE CONTRACTOR SHALL REMOVE AND CONFLICTING TRAFFIC STRIPING AND PAVEMENT MARKINGS BY WET SANDBLASTING PER REQUIREMENTS OF SECTION 310 -5.6.6 OF THE STANDARD SPECIFICATIONS FOR PUBLIC WOR KS CONSTRUCTION (GREENBOOK) OR BY A METHOD APPROVED BY ENGI NEER 8. R8 1(CA) SIGNS SHALL BE 12"x8". SIGN SIZE SHALL BE PER TH E CURRENT CA MUTCD STANDARDS UNLESS OTHERWISE NOTED. IF USED R28(MOD) AND R30(MOD) SIGNS SHALL BE 18"x24", 9. ALL SIGNS SHALL BE RETROREFLECTIVE WITH TYPE IV OR GREATER REFLECTORIZED SHEETING AND ANTI-GRAFFITI COATING. CO NSTRUCTION NOTES (THI S SHEET ONL Y) Q] INSTALL THERMOPLASTIC 12" WHITE LIMIT LINE LENGTH AS SHOWN ON PLAN.UNLESS OTHERWISE NOTED. SEE SHEET 5 FOR DETAILS. ill INSTALL THERMOPLASTIC 4" DOUBLE-YELLOW CENTER LINE PER DETAIL 21 , CAL TRANS STD PLAN A20A. LENGTH AS SHOWN ON PLAN. [TI INSTALL TH ERM OPLASTIC 4" YELLOW CENTER LINE PER DETAIL 1, CAL TRANS STD PLAN A20A [TI INSTALL THERMOPLASTIC WHITE PAVEMENT MARKING LEGEND AS SHOWN PER CAL TRANS STD PLAN A24D SEE SHEET 5 FOR SPACING DETAILS. IT] INSTALL THERMOPLASTIC 8" WHITE LINE PER DETAIL 38, CAL TRANS STD PLAN A20D. LENGTH AS SHOWN ON PLAN. IT] INSTALL THERMOPLASTIC TYPE IV PAVEMENT ARROW PER CAL TRANS STD PLAN A24A 0 INSTALL THERMOPLASTIC WHITE SHARROW BIKE LANE SYMBOL, SPACED AT± 220' AS SHOWN, PER CA-MUTCD FIGURE 9C-9. REMOVE EXISTING SIGN($). INSTALL NEW SIG N ON EXISTING POST/POLE AS SHOWN. INSTALL NEW SIGN ON NEW POST AS SHOWN. RELOCATE EXISTING SIGN(S) TO NEW POST REMOVE EXISTING SI GN POST AS SHOWN. N ' SCALE: 1 "=40' "' ~ " i ·c m ~ g' ::s a, ;?, _£ " " 0 ';;- 0 .,: ';;- § 0:: "' C :g. C V, "' "' .s C "' iii <Xl 0 N C-7 169-1 r!-..,.,,.,,,.,,,.,,,,,,..,,.,.,..-------------------------1~ APPROVED BY: 45521 CI TY TRAFFI C E~ RCE -fi 0 m OJ 7-12 ---1 [3 1s DATE t REVIEWED: z ,------------------------------------------...... -....... ----,---------------------,---+----------~=C-,-,,,...,..C-,-.,,,...~~""':"".:-------------1N STRIPING PLAN ~ Dl<S 2401 E. KATELLA AVE, SUITE 425 ANAHEIM , CA 92806 657 -284-2620 www.dksassociates.com ()f ESS / i B. -5'"' C49164 7 XP.09/30/18 C,V\\. OF Ci~\'i "' 20 17-2018 SLURRY SEAL PR OGRAM ~ MARG UERITE AVENUE ;;;- JEFF HEALD, RCE 49164 a FROM SAN JOAQUIN HILLS RD . TO PACIFI C VIEW DR. ;z- FROM MARGUERITE AVE. TO END " '"==:::----i-:=~---i1---1--~~----+---------------l---------r-~=..:.:.:.:..::..:.::::=:..:.:..:..~:.:.,:aaa~:;..:a;,:..:.:a;.. __ -r--=:--::-::-:-:::--::--I ·"- DESIGNED: DRAWN:NG YL CITY OF NEWPORT BEACH T-6042-S ~ LT 1--------1~ CHECKED: KYC DAciEci 18 2018 NO. DATE DESCRIPTION OF REVISIONS APPROVED PUBLIC WORKS DEPARTMENT SHEET 9 OF 9 ~ L--------------------------------------....i...---------------------.L....-....:..,:,,;......;;:.r,,,,.;:,i_~i.... ...... __________________ ...__....,_ ______________ ....,_ ____ ___.