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HomeMy WebLinkAboutT_6064_SSIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS,THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATEDJANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FORINSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING.3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER ORHIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIALPROVISIONS.5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS.THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm(80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMITLINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD.SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED.6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREETLIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN.CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L.7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING.8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9.UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULARCALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE.PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK ORLIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED ANDAPPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN STD-902-L. LEGEND EXISTING RED CURB SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) [1J 0 QJ 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. 76' 35' I 13' 19' 9' I I I 13 ' 19' I II TYPE P(CA) I II I ..,,- I r 1 o·19'I I r---N I I �"' � -3' "' a::: ECR � "' I I ' w - ...J ' ::::> , 0 W1-8(R) I I Ill W1-8(R) 9 1 \ 9 I W1 -8(R) I W1-8(R) 9 � 0 Ill W1-8(R) 9 I ...J I � Ill W1-8(R) 9 W1 -S(R) 9 6" WHITE 1 I I L ..,,-..,,-..,,-..,,--:;-� -:;--:;-� --.; -"' "' "' I I I "' "' "' "' L ---------- 12· ■ ■ 12' TWO-WAY YELLOW �i MARKER (TYP.) CL OF_�----♦iSTRIPE ���o..a.,<���==,,_,,_,.,,,,,.,,,,""'" t , t��"' 4"�:WJ --N DETAIL 22(MOD) NO SCALE RETROREFLECTIVE ' ,,, ..0cio .._�� f- "'<l' � I OXz f-W-u <( w Cl I ""u z >-5-z Q_ I 0 Q_"" U Wt-er en I I 0 "' I I ECR 1 DET 22(MOD) ---- "' ..,,-..,,--:;--:;-.; - I I "' 3 19TH ---------- "" u (D 50' SCALE: 1" = 20' CONTRACTOR TO REPLACE EXISTING STRIPING IN-KIND , - R2B(CA)(L/R) ____ ---+--- ----.---.-- ---- 15' <D .. -I --"' "' u [Il ----- <D --•■ ---"' - "' 54' 9 3' w ---------- "' <D . - o:) ---+- STREET __ ...____ --- C-7893-1 w C w w L CJ> L E 0 r---0..- -N0NI 0N0N 0 " cn >, t ::, ui / 0 <( u / -N 0N I 0N0N 0 Q) cn >, L L ::, vi / �N N N <D 0 CJ) ::, 0 > " L Q_� CJ) " u �wIJ)w t--m Q_z "' "' 10 "' 0 /"'C L w " C "' C: �-----�----------------------,-----.------------r------------.--------------------------------1":!, A PPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN E 2020-2021 SLURRY SEAL PROGRAM � CJ> --"'fl·pv/P • ,,9,;...._ COLLECTORS/RESIDENTIAL � ANTONY BRINl(.ti22 NEWPORT TERRACE -19TH STREET AT BALBOA BOULEVARD gCITY TR AFFIC ENGINEER I 1----.;:..;..,.;...;;...;.;..;:..;.. __ �---------------------�--------1"" DESIGNED: DRA\\N: T 6064 S "RG RG CITY OF NEWPORT BEACH 1------------� L-----------------------------------------------------------------------....1.-N_o_ . ...i..._D_A _TE_ ..... D_E _sc_R_1P_n_oN_o _F _RE_v_1s_1o_Ns __________ ..... A_P _PR_o_v _rn..._ _______ ..i._cH_E_cK_E _D: __ EL-DA_T_� .. 11_3_1:2_0_20.,_ ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T _____ s_H_E E_T _1 __ oF_8 _ _.!; RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 0 \ -=--=--=--~--:----+---------- ~ ll. ., <O No. 1922 / llp.{O/_$D ) TRAFf\C OF CM.I I 1·- 1 SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS,THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FORINSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION 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 ORHIS 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.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm (80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD.SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L. 7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING. 8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE 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 ORLIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED ANDAPPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN STD-902-L. ) ___,,. CONTRACTOR TO REPLACE EXISTING STRIPING IN-KIND --11,,---------- 1 o· ORANGE STREET r-:r: w (.'.) z O:'._Jw N N:r: > u O r-rn<( <(l[) :::::Cw l[) w (f) I I l SEASHORE r­:r: w0 z O:'._Jw ,/.--------\---0 ----=:=s:;;��� :r: > u O r-rn<( <(:::::Cww (f) 175' N N I , PROSPECT STREET SEASHORE r­:r: w (.'.) z O:'._Jw :r> u O r-rn<( <(2ww (f) N N l[) 185' 60TH STREET SIGNING AND STRIPING CONSTRUCTION NOTES OJ IT] 0 GJ INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 4" YELLOW BROKEN LINE WITH 3' STRIPES AND 9' GAPS. INSTALL "BIKE LANE" AND BIKE LANE ARROW. LEGEND EXISTING RED CURB N N l[) 185' 180' ---=>--- 185' N N DET 39 4" BROKEN YELLOW NO SCALE SEASHORE 180' N N l[) l[) SEASHORE WALNUT STREET -- I 62ND STREET -- -- 7 COL TON STREET N N N N 185' ,n ,n 185' DRIVE --------- N N ,n DRIVE 185' -- N N DET 39 DRIVE --1 I I LUGONIA STREET DRIVE N N 175' ,n � -,n ------------ I I 61ST STREET 39 I I 58TH STREET 185' N N N N 185' 185' t:: wW z _J _J 5 :r:S uw �rn 2Ww (f) t:: wW z_J _J 3: :r: g uw �m 2w w (f) WI"') Zr­-w_Jw :r: :r: u (f) �w ::;:::w (f) t:: wW z _J _J 3: :r: g uw �rn 2W w (f) C-7893-1 "C" "L c,, L Cl'> 3' 7J -N 0 N I 0 N 0 N ""CJ) L L ::, Cf) / D <( ;:?--N 0 N I 0N 0 N 0 " Cf) L L ::, ��N NN '°0 "'::,0·-; "L 0.. �"'"u·-;L " Cf) w>- (D 0.. z "' a, "' 0) 0 /Cl'>C L .,.,CenC r---,---,----------------.----�-------,--,,AP=-=Pc-:Ro-vA-L -RE:-co-=-M:-ME---ND--E-o,--.-----S-I_G_N_I N_G_A_N_D_S __ T=R-1 P __ I_N_G_P_L_A_N-------1� SCALE: 1" = 20' --fJ74r-a-, -ANTONY siiitlCm 1922 CITY TRAFF IC ENGINEER 2020-2021 SLURRY SEAL PROG RAM � enCOLLECTORS/RESIDENTIAL ! NEWPORT SHORES -SEASHORE DRIVE g I t-::-:=�---,....,-,c-----+----------------------.---------1" DESIGNED: RG DRAl'IN: RG CITY OF NEWPORT BEACH T-6064-S �1--------t Cl'> -----------------------------------------------------------------------..L..-No_ . ..L.,_o _A _TE_..J..o _E_sc_R_1P_n_□N-OF-RE_V1_s_1□_Ns __________ ..L.,A _PP_R_□_VE_o.1... _______ ..1.,c_H_Ec_K_ED_:....:.E,:..L1,.D_A _TE:i4:.,:;13�2�02�0,1,.. ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ _.L...sH.:E.:.ET....:2::....:o _F..;8;;;....J!; RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~ 1 OCT 39 0 <.!) 0 I-~~ t-~ O':~ I OXz r-W-~ d~lj u <( w <.!) ) C:'. u z t-'.) -z 0.. 0 0.. <r uwt-<r (/) I \ U) .... in U) ~ --in ~ 7l --( --7 I -- 1 OCT 39 jr~r )r~r 1 -~ U) ~ --in ~ 71 ;1 ,--7 1 1 OCT 39 1 OCT 39 I . I I I 59TH STREET ,n -- 180' -.,., -~ "' "' i "' 1 OCT 39 I I ---,n -71 -' ' ' ~ -- )r~r ID ~ --1-: -- in U) 1 OCT 39 1 OCT 39 E 0 r---0 -- >, >, I:_ I SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH STANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIAL PROVISIONS. 5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BE APPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm (80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS 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 ANDPAVEMENT MARKINGS BY WET SANDBLASTING. 8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE 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' CIRCULARCALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE.PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK ORLIMIT LINE. IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED AND APPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN STD-902-L. 1-­:r:: w (') ZO:'. _J w :r:: >U O 185' 1--rn<( <( -- 2 w w (/) 1-­:r:: w (') z O:'. _J w :r:: > uO1--rn<( <( ::;;:w w (/) 4" WHITE 185'-- I I I 53RD STREET � - - 11-�I I I 50TH STREET N ... ..,_ W Nz 1---w_J w :r:: :r:: u (/)1--w<C w2 (/) 1-­:r:: w (') z O:'. _Jw 185' SEASHORE N N 185' cf) cf) SEASHORE N �� � 57TH STREET N 185' ... ------185�- -- NN 1 DET 39 I dUlJ :r:: > uO 1--rn <( <( 2'w t----r-+--+�""---1--.c�=---'=+2-----'-Jr----------�---.-'-----1------------------+---w (/) DET 39 .,., SEASHORE N 185' .,., 185' --...__ 55TH STREET -- 71 r1 I I I I 52ND STREET SEASHORE 49TH STREE� - - LEGEND . �N 185' .....,_ .,., 185' EXISTING RED CURB I I 54TH STREET DRIVE . �N ... ... -- SIGNING AND STRIPING CONSTRUCTION NOTES -- 7 I I -7 1 56TH STREET DRIVE I l 51ST STREET -- � r----/1 4 I 48TH STREET I . �N ... -... WHITE N 185' DRIVE N 190' DRIVE N 185' t WWz_J _J5 :r:: g uw �rn 2W w (/) DET 39 1 DET 39 t WWz_J _J5 :r:: g uw �rn 2W w (/) w� z 1-­_j Ww:r:: :r:: u (/)1--<( W2W(/) t WWz_J _J5 :r:: g uw �rn 2W w (/) C-7893-1 Q) C Q) Q) L c,, L E 0 roa�� �NaNI 0 N0 N �N 0 NI0 N0N CJ Q) (/) L L ::, (/) / NNNco0 "' "' () ·;;:L "' (/) w >-ma..z cf) a, cf) 0, 0 / c,, C L Q) Q) C c,, C [!] IT] r------�-------------------,-----,---------.----------....-----------------------------1",J,APPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN �E IT] 0 INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 4" YELLOW BROKEN LINE WITH 3' STRIPES AND 9' GAPS. INSTALL "BIKE LANE" AND BIKE LANE ARROW. 4" BROKEN YELLOW NO SCALE SCALE: 1" = 20' 2020-2021 SLURRY SEAL PROGRAM � c,, -,:;., ,'z, ·fi .. ·· COLLECTORS/RESIDENTIAL ! ANTONY i3Ri¥,TR 1922 NEWPORT SHORES -SEASHORE DRIVE g CITY TRAFFIC ENGINEER I 1-------.-----1---------------------�---------,lcl DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH T-6064-S � 1----------1 c,, -----------------------------------------------------------------------....1.-N_o_. ___ D_A_TE_ .... D_E_sc_R_1P_TI_oN_o_F _RE_v_1s_1o_Ns __________ ..... A_P_PR_o_v_rn.,_ _______ ...,_cH_E _cK_E_D:_:a:;EL..i.,.DA_T..;�""1�3�2�0�20;;.i.. ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ....1,_s_H_EE_T_3�-oF_8;,.....1:; RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. -----------------~-~--=--==-=~ ----------__,___ ---- ... ---,---------DET 39 i 4" WHITE I / ~ . - 3 L. 3 T;.-/-\-,, ~ ~ \;.. i!lir ,~ "~OCT ~i71=--71 (\ DET 39 39 4" WHITE 1 4" WHITE -- DET 39 i 4" WHITE 4" WHITE TI 4" WHITE WHITE -. . --(/) :, 0 ·;; Q) ~ Q_ ;,. ~ ~ "' "' 1; /I I 1 DET 39 39 I I 4" WHITE 4" WHITE \..[D 4" WHITE I I SIGNING AND STRIPING GENERAL NOTES: 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS,THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATEDJANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES.2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FORINSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING.3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER ORHIS REPRESENTATIVE PRIOR TO APPLICATION.4.MATERIALS SHALL COMPLY WITH SECTION 214-''TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIALPROVISIONS.5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS.THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm(80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMITLINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. n w Z1--w _jw :r:I 0 (/) �w ::2'w (/) 4" WHITE DET 190' --_/ /! I (; I I 47TH STREET UUlJ (' L _ SEASHORE --N 185' ..,.-� -- 1 DET 39 4" WHITE TYPE I � - 4--7� I I dUJS (1 � --,--/ 4 I 46TH STREET TYPE I DRIVE � N ..,. ..,. ,,., -- I I d 185' I I I L __ \____.._ -- 1 DET 39 1--LLwW z _J _Js :rS uw 1--m<( �w w (/) SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED.6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREETLIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN.L( J --- SEASHORE ___ _J L __ _ ___ _) I \ DRIVE I I ---.JI L_ ---CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L.7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING.8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS.9.UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULARCALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE.PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK ORLIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED ANDAPPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN STD-902-L. 1-:r:w('.) z Cr'._j w :r: > 001-m <( <( ::2'ww (/) ,.....; I I dml 1 � l � -- I I I I -------- -- I 4" WHITE 45TH STREET I I I SEASHORE l I " -� N 185' ..,. -..,. � -,,., (! --' 1 DET 39 -7I I r1 --4 4" WHITE 1--­:r:w ('.) z Cr'._Jw :r:> uO 1---m <( <( 2w w(/) 43RD STREET 1 4" WHITE I ) ___ _J 200' - 40TH STREET 4" WHITE SIGNING AND STRIPING CONSTRUCTION NOTES INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 4" YELLOW BROKEN LINE WITH 3' STRIPES AND 9' GAPS. INSTALL "BIKE LANE" AND BIKE LANE ARROW. I ' I I 42ND STREET SEASHORE L __ _ N ..,. ..,. --"'--__:== 4" BROKEN YELLOW NO SCALE I I ) I 39TH STREET SCALE: 1" = 20' - 185' DET 39 4" WHITE I I --N 185' ..,. ..,. ,,., DET 39 ___ _J --N 200' LEGEND EXISTING RED CURB -7; r,- , I I I 44TH STREET DRIVE ) ,::., - -7' - J�l) l -- N 185' DET 39 4" WHITE '-----= � -,-- I 41ST STREET DRIVE L __ _ ) L __ _ = -� -71 rr- I I 4" WHITE 38TH STREET I -----1 I N 185' 4" WHITE t wW z_J _j s IO uci 1--m<( �ww(/) ___ _J = --N "' DET 39 200' I­LL WW z _J _j s :r: g ow �co 2w w (/) w LD z f-­-w_JwII 0 (/) 1---w<( w::2' (f) C-7893-1 " C " " � "'� E a.co N ,r, -N0 N I0N0 N 0 " (/) >, � � ::, (/) ./0 <l'. � N0 N I0N0 N 0 (I) (/) >, t: ::, (/) ./�N NN© 0 "'"u ·,;� " (/) w >-rn0.. z ,r,0),r,0) 0 / 0,C ·c: " " s 0,C .----,------,--------------------,----,,----------r----------.---------------------------=-------------------w APPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN 'i NO. DATE DE SCRIPTION OF RE�SIONS APPROVED --4'..'l"�-ANTONY BRiN; 7 922CITY TRAFFIC ENGINEER 2020-2021 SLURRY SEAL PROGRAM �0,COLLECTORS/RESIDENTIAL ! NEWPORT SHORES - SEASHORE DRIVE � I 1--------.-----+------------------------,-----------11" CITY OF NEWPORT BEACH T-6064-S �DESIGNED: ORA WN: RG RG 1---------1 0, CHECKED: DATE: PUBLIC WORKS DEPARTMENT 4 8 " EL 4 13 2020 SHEET OF ./ ______________________________________________________________________________ ...., ___ ....1 __________________ ...., ___ ..._ ____________________________________________________ ....../ RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. 4 f--""" I wG -zO::: -N --1 w :r> 00 ... f--m --<t: <t: ~ ... 2w n T w (/) I I d~l~ I : L __ ·--- -- -... -~ ... ~ I -7 1 DET 39 1 3 ----------- --- \..[D 4" WHITE -- -~ -... ... n --- I I ,1/ .. -• DET 39 l I I ---------1 I I = I I I --- ... ... -en ::J 0 ·s: Q) ~ (L ~ I:_ I SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS,THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATEDJANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FORINSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER ORHIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIALPROVISIONS. 5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS.THE THERMOPLASTIC SHALL BE APPLIED AT 1 .5mm (60 mil) TO 2.0mm(80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMITLINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. I I I I SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREETLIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. w s:t­z f­-w_Jw ___ _j l ________ _J LSEASHORE ---DRIVE _j L __ _ CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L. 7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING. 8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE AT 45 DEGREE ANGLE, AND PLACED AT 4D FOOT INTERVALS. 9.UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULARCALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE.PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK ORLIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED ANDAPPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN STD-902-L. I ! II u (..f)I;;: w2:W (..f) -N 200' "' ·..-"' f­I L SEASHORE --- wD z Cl:'. _Jw I> uOf-m <( <(2:ww (..f) 4" WHITE 0 N "' "' 200· 35TH STREET SIGNING AND STRIPING CONSTRUCTION NOTES [1J [}] INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 4" YELLOW BROKEN LINE WITH 3' STRIPES AND 9' GAPS. INSTALL "BIKE LANE" AND BIKE LANE ARROW. LEGEND EXISTING RED CURB 195' I I I I I I I 37TH STREET I (lJ L---------- 0 N "' "' I') 3' 12' IO I· •I �YELLOW Y 4" BROKEN YELLOW NO SCALE 90' TRANSITION - SCALE: 1" = 20' 195' 4" WHITE I I __ J 34TH STREET 0 N 180' I 36TH STREET DRIVE . -N U) U) 4" WHITE 4 --- 1 4" WHITE I �I 1 0 N 200' -- I I L_ __ _ 33RD STREET t wW z_J _Js IS uw I;;: m 2w w (..f) C-7893-1 "C: " "L cnL E 0 OJ 0 -- -N 0 N I 0 N 0 N 0 "(/) >, L L :, � 0 <{ u / -N 0 N I 0 N 0 N 0" (/) >, L L :, U) /� N N N <!) 0 [/) :, 0 ·c;"L a. � [/) " " ·c; L " (/) w� m a. z U) a, U) a, 0 / en C: ·c:.,.,C:en r--�----,--------------------,----,r---------,----------:-:::::---.-----------------------------1'5 APPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN 'E No. 1922 E,p.&,/.gt>IU J> • --4�.,-�-: ►' ANTONY BRl�TR 1922 CITY TRAFFIC ENGINEER 2020-2021 SLURRY SEAL PROGRAM � en COLLECTORS/RESIDENTIAL ! NEWPORT SHORES -SEASHORE DRIVE � r.".".=-=:-:----,--.,.,,,.-:----t---------------------,---------1"0 DESIGNED: RG DRAWN: RG CITY OF NEWPORT BEACH T-6064-S 'T1---------1 en -----------------------------------------------------------------------....1.-N_o_. -'--D-A-TE _ _,_D_E_s c_R _1p_11_0N_oF_RE_v_1s _1o_Ns __________ ..... A_P _PR_o_VE_□.,________ ..1,,c_H_E _cK_E _D, __ E�L;,1,,,.DA_llE.;:;��1:.-,:3�2�0,a:20;,1... ____ P_u_s_L_1_c_w_o_R_K_s_o_E_P_A_R_T_M_E _N_T ___ ...1,_s_H_E E_T_;;5;__oF...;8;...J;;, RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ------ ~ - ~ ~ ~ ~ --~ --7J ~ 1 DET 39 L[TI 1 4" WH ITE I I ,-- ) -- --== . ~ ------N --(r---1 DET 39 c::__.,-:, ;;. ... -~ - --,-- 1 DET 39 ~ I I I dm1 l -- "" ----= ... ... ,,., 1 DET 39 I I JJ -- ~ N ----- ,,., '-,a- 0 O> "' -0 '·-I SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS,THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATEDJANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS 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 FINALAPPLICATION 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 SPECIALPROVISIONS. 5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm (80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREETLIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN. CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L. 7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING. 8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE 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 ANOAPPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN ST0-902-L. LEGEND EXISTING RED CURB SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) [i] [I] 0 INSTALL 1 O' WIDE WHITE CONTINENTAL CROSSWALK WITH 2' BARS AND 2' GAPS. REMOVE EXISTING STRIPING IN GUTTER. INSTALL 12" WHITE LINE. CANALST ------ CANAL ST TYP. ' TYP. - SCALE: 1" = 20' C-7893-1 a, C:a,a, L 0, L E 0 co 0 -N 0 N I 0 N 0 N 0a,(f) >, t: :, � C, .,: 0 / -N 0 N I 0 N 0 N 0 a, (f) >, L L :, ui /�N N N <O 0 U) :, .Q >a,L a. � U) a,0·;;L a, (f) w 1- (D a. z L1) m L1) m 0 / 0, C: L "a, C: "' C �-�---�------------------�--�---------�---------�-----------------------------lwAPPROVAL RECOMME NDED: SIGNING AND STRIPING PLAN 2020-2021 SLURRY SEAL PROGRAM COLLECTORS/RESIDENTIAL CROSSWALK DETAILS / E D00 "'"'"' 0 C I i-----=----.-------+---------------------�--------1'0 DESIGNED: RG DR AWN: RG CITY OF NEWPORT BEACH T-6064-S ·f1--------� c,> -----------------------------------------------------------------------....1.-N_o_. ___ D_A_TE_ .... □_E _sc_R_1P_n_oN_oF_RE_V1_s_1o_Ns __________ ....,A_P_PR_o_VE_o ..... _______ ..... c_H_E_cK_E_□,_E�L._0A_T.;;;\�1�31,,:2.:,:0;a,:20;:.i... ____ P_u_s_u_c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_T ___ ....1,_s_H_E E_T....;6;...._oF....;8;.....1!: RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ---- <fc ;, .. , ~ ~- ANTONY s'~1~'0TR 1922 CITY TRAfTIC ENGINEER I._ I SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS,THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATEDJANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FORINSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING.3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER ORHIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIALPROVISIONS.5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS.THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm(80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMITLINES WHICH SHALL BE 2.5mm ( 1 00 mil) TO 3.0mm ( 120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD.SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED.6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREETLIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN.CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L.7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING.8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS.9.UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULARCALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE.PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK ORLIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED ANDAPPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN STD-902-L. R30(CA) W1-7 TYPE N MONROVIA AVENUE I I II: 1111111111 II 1 "STOP" R30(CA) \if DET 22-(100') "STOP" DET 22 ( 1 oo') 170' I -�o,·SW24-1 R30(CA) ------ R2-1 (35) R30(CA) 40' R30(CA) MONROVIA -- -- W3-1 W 15TH R30(CA) 0 STREET SW23-1 (CA) R30(CA) R30(CA) R28(CA)(R) R28(CA)(L) / DET 2 9 ,..__,_ ct" --9 -20· 20' I ___ I - -----1 R30(CA) AVENUE R2-1 (35) R28(CA)(L/R) R2-1 (35) R28(CA)(L/R) ���--=4=--d-- _...._p _ -t,��-'--::: l._______._p_ R30(CA) R30(CA) 0 R30(CA) DET 22 0-\ ( 1 oo') 1 \ 40' SW24-1(CA) .l=:==tl='-=-'= 20' 20· PLACENTIA AVENUE SCALE: 1" = 60' 16TH STREET R1-1 R1-3P R1-1 R1-3P SCALE: 1" = 60' E CLro N l{) -N CONTRACTOR TO REPLACE EXISTING -­STRIPING IN-KIND __ 9 _ __,_ 20· 0NI 0N0N �------ R1-1 LEGEND ® SIGNALIZED INTERSECTION d ----- 1111 Ill=· R1-1 I I , I EXISTING RED CURB W 15TH STREET SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) OJ INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL SHARED ROADWAY BICYCLE MARKING AT 200-FOOT SPACING AND AS SHOWN. LOCATE CENTER OF MARKING 15' OFF CURB FACE. 0 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 1 o• WIDE YELLOW CONTINENTAL CROSSWALK WITH 2' BARS AND 2' GAPS. INSTALL R4-11. REPLACE EXISTING POST WITH NEW AND RELOCATE EXISTING SIGN TO NEW POST. NOT USED. INSTALL R1 -3P BELOW EXISTING STOP SIGN. INSTALL R4-11 AND POST. 20· 20· b SW24-1(CA) DIR. OF TRAVEL GUTTER CURB -1-----�----- R2-1(35) rCENTERLINE STRIPE l{) SHARED ROADWAY MARKING PLACEMENT NO SCALE I\IP R1-1 I I I I PRODUCTION PLACE 20· 20' "STOP" "AHEAD" DET 22 ( 1 00') IIIF G---1 -3P ' I C-7893-1 -N0NI 0 N 0N 0 Q) V, >, L L :, in ./ � NN N (!)0- "' :, D·,; " La.. � "'"u·,;L"V,w,_rnCLz l{) "' l{) "' 0./c,,C ·c:Q) Q) C ·o,C ..----,-----.-------------------,-----,,-----------,----------.-------------------------,------,--------lw A PPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN °E 2020-2021 SLURRY SEAL PROGRAM � "'-1:• £/s, �f?"rl----COLLECTORS/RESIDENTIAL � ANTONY BRl','t-'.¼'mz PARK LIDO -W 15TH STREET AND MONROVIA AVENUE g CITY TRAFFIC ENGINEER I 1-------,-----+----------------------r--------1" DESIGNED: RG DRAl'IN: RG CITY OF NEWPORT BEACH T-6064-S �1----------11 c,, .._ ______________________________________________________________________ ....,,_N_o_ . ..__o_A_rE_..1.,o_E _sc_R_1P_11_0N_oF-RE_v_1s_1o_N s __________ ..... A_P_PR_o_vE_D.&.., _______ _,_c_H_Ec_K_E _D:....:EiiiL._0A_T.;:;�'"1,;;:.3�2;;;:0;a:20:i..., ____ P_u_s_u_c_w_o_R_K_s_□_E_P_A_R_T_M_E _N_T ___ ....,,_s_H_EE_T....;.7_o_F....;8;__.i 1 1 1 1 1 1 10/2022 RECORD DRAWING 1 1 1 1 RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. TOP " 1 "AHEAD" 2 20' ~ 9 ci -20' as l><J -----t @L 2 4 "STOP" 1 L--:<1 F 1:::><:l ;----_,. C ' l- L0 ~ --71 n a: u w , '{ )-.,_ '-I. 15 ' ' :~ ~~ ' ' ' 1/\ I I F R30(CA) -1 c1 ... -, I -,. @I DET 22 ( 180') 1 L 2 ~ r.0 20' l><I W3 -1 R1-1 Rl -3P "STOP" --- ! I I ~ )-R28(CA)(L) ' be I ~ I ld a: u w 1~ • ~ ® Fi). ~ V C: V V L o> L ~ N '-n ~ '-st 0 0, ;< "O 0 V {/) >, L L :, vi / 0 <{ 0 / I:_ I SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS,THE CAL TRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATEDJANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FORINSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING.3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER ORHIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIALPROVISIONS.5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS.THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm(80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMITLINES WHICH SHALL BE 2.5mm ( 1 00 mil) TO 3.0mm ( 120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD.SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED.6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREETLIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN.CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L.7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING.8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS.9.UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULARCALTRANS TYPE E AND CENTERED IN THE TRAVEL PORTION OF THE LANE.PLACE LIMIT LINE LOOPS IMMEDIATELY IN ADVANCE OF CROSSWALK ORLIMIT LINE, IF NO CROSSWALK. NEW STRIPING SHALL BE LOCATED ANDAPPROVED PRIOR TO POSITIONING LOOPS. SEE CITY STANDARD DRAWINGNOS. 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 CITYSTANDARD PLAN STD-902-L. R30(CA) W1-7 TYPE N MONROVIA AVENUE I I II: 1111111111 II 1 "STOP" R30(CA) \if DET 22-(100') "STOP" DET 22 ( 1 oo') 170' I -�o,·SW24-1 R30(CA) ------ R2-1 (35) R30(CA) 40' R30(CA) MONROVIA -- -- W3-1 W 15TH R30(CA) 0 STREET SW23-1 (CA) R30(CA) R30(CA) R28(CA)(R) R28(CA)(L) / DET 2 9 ,..__,_ ct" --9 -20· 20' I ___ I - -----1 R30(CA) AVENUE R2-1 (35) R28(CA)(L/R) R2-1 (35) R28(CA)(L/R) ���--=4=--d-- _...._p _ -t,��-'--::: l._______._p_ R30(CA) R30(CA) 0 R30(CA) DET 22 0-\ ( 1 oo') 1 \ 40' SW24-1(CA) .l=:==tl='-=-'= 20' 20· PLACENTIA AVENUE SCALE: 1" = 60' 16TH STREET R1-1 R1-3P R1-1 R1-3P SCALE: 1" = 60' E CLro N l{) -N CONTRACTOR TO REPLACE EXISTING -­STRIPING IN-KIND __ 9 _ __,_ 20· 0NI 0N0N �------ R1-1 LEGEND ® SIGNALIZED INTERSECTION d ----- 1111 Ill=· R1-1 I I , I EXISTING RED CURB W 15TH STREET SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) OJ INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL SHARED ROADWAY BICYCLE MARKING AT 200-FOOT SPACING AND AS SHOWN. LOCATE CENTER OF MARKING 15' OFF CURB FACE. 0 INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 1 o• WIDE YELLOW CONTINENTAL CROSSWALK WITH 2' BARS AND 2' GAPS. INSTALL R4-11. REPLACE EXISTING POST WITH NEW AND RELOCATE EXISTING SIGN TO NEW POST. NOT USED. INSTALL R1 -3P BELOW EXISTING STOP SIGN. INSTALL R4-11 AND POST. 20· 20· b SW24-1(CA) DIR. OF TRAVEL GUTTER CURB -1-----�----- R2-1(35) rCENTERLINE STRIPE l{) SHARED ROADWAY MARKING PLACEMENT NO SCALE I\IP R1-1 I I I I PRODUCTION PLACE 20· 20' "STOP" "AHEAD" DET 22 ( 1 00') IIIF G---1 -3P ' I C-7893-1 -N0NI 0 N 0N 0 Q) V, >, L L :, in ./ � NN N (!)0- "' :, D·,; " La.. � "'"u·,;L"V,w,_rnCLz l{) "' l{) "' 0./c,,C ·c:Q) Q) C ·o,C ..----,-----.-------------------,-----,,-----------,----------.-------------------------,------,--------lw A PPROVAL RECOMMENDED: SIGNING AND STRIPING PLAN °E 2020-2021 SLURRY SEAL PROGRAM � "'-1:• £/s, �f?"rl----COLLECTORS/RESIDENTIAL � ANTONY BRl','t-'.¼'mz PARK LIDO -W 15TH STREET AND MONROVIA AVENUE g CITY TRAFFIC ENGINEER I 1-------,-----+----------------------r--------1" DESIGNED: RG DRAl'IN: RG CITY OF NEWPORT BEACH T-6064-S �1----------11 c,, .._ ______________________________________________________________________ ....,,_N_o_ . ..__o_A_rE_..1.,o_E _sc_R_1P_11_0N_oF-RE_v_1s_1o_N s __________ ..... A_P_PR_o_vE_D.&.., _______ _,_c_H_Ec_K_E _D:....:EiiiL._0A_T.;:;�'"1,;;:.3�2;;;:0;a:20:i..., ____ P_u_s_u_c_w_o_R_K_s_□_E_P_A_R_T_M_E _N_T ___ ....,,_s_H_EE_T....;.7_o_F....;8;__.i RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. "STOP" 1 "AHEAD" 4 L--x:::T1-::-_-_-_--- 9 2 C "' " w I I ! No. 1 22 Exp -1Jf rR~FF\C OF CALI I 2 "STOP" --- I I ~ 20' R1-1 Rl -3P ~ R28(CA)(L) ld I ~ I j 1~ Fi). ~ - - ~ N '-n ~ '-st 0 0, ;< "O 0 ., {/) I:_ I SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK), 2018 EDITION AND ALL SUPPLEMENTS, THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214-''TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIALPROVISIONS.5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BE APPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HAS BEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS. THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm (80 mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil) THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 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). SEECITY STANDARD DRAWING NO. 924-L. 7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING. 8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE 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' CIRCULARCALTRANS 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 DR AWING 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 CITYSTANDARD PLAN STD-902-L. LEGEND EXISTING RED CURB SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) [iJ IT] 0 INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 O' IN WIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 12" WHITE DIAGONAL OR CHEVRON. SPACING AS NOTED. 0 INSTALL PARKING STALL. IT] INSTALL SIGN AND POST. I I L __ _ s VIA MALAGA 32ND STREET 8' o.c. 31ST STREET ·-------- CONTRACTOR TO REPLACE EXISTING STRIPING IN-KIND "ONLY" .,_,, 'I- I Y.J ----i--m � � '-[iJ "STOP" /.J.t /:: '-[iJ 4" WHITE f:_J il '-[iJ DET 8 3 1 "STOP" 12' O.C. \ \ --- -.............. -.............. ----------- SCALE: 1" = 40' C-7893-1 E Q.OC) N U') -N0NI 0N0N 0 " (/) >,L L :, 1/l /0 <( u / -N 0NI 0N0N0 Q) VJ >,L L :, ��N N N <D 0 -<Jl:,0·,:"L(l_� <Jl"u·s;L"(/) � rn(l_z L!lOJL!lOJ0./ "' C ·c:""C "' C r--.-------,--------------------r------r----------.----------.--------------,,-------------------lw APPROVAL RECOMMEND ED: SIGNING AND STRIPING PLAN E 2020-2021 SLURRY SEAL PROGRAM � "' -� Jj'e,:_/h.-COLLECTORS/RESIDENTIAL � ANTONY BRlf.if:,¼'im WEST NEWPORT 2 -LAFAYETTE AVENUE AT 32ND STREET � CITY TRAFFIC EN GINEER I f-------.------+--------------------�--------l'tl DESI GNED: RG DRA'Mll: RG CITY OF NEWPORT BEACH T-6064-S �f----------1 "' ------------------------------------------------------------------------------No_. ____ o A_T_E_....,o _E_sc_R_1P_r1_0N_o _F _R_Ev_1s_1o_N_s ___________,1,_A _PP_R_o_vE_o .... __________ c_H _Ec_K_E _D:-�EL.L.,D-ATE,.;4�: ,:.13�20�2�0.i..,. ____ P_u_s_L_1c_w_o_R_K_s_o_E_P_A_R_T_M_E_N_r ____ 1-s-HE_E_T...;8 __ 0F_8;;.....1i RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. ~ ~~~ <~ ~ ~ R3-7 p ' 10' O.C. 3 DET 21 TYPE IV ,o' 2 0 ~ ~ !?1 fltt -~' ,,;;-r " , /2 fl Q ' -r, I I /)::[;/ I j ,88;:J. ~ ~ f!c f:j (:, J;s;? u[!;,f Q;/;f I ~ Co Rtp IV,R,t,, sr1r1';:-Ct c,oR 'IVc t><is ro l!y,l(?tvc No 4 2 SPACES ~ <-e>. ~ o.<:> -</, ~~f-<'.) ~~¼- ~ \ • I I • ~ I:_ I SIGNING AND STRIPING GENERAL NOTES 1.ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIALPROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKSCONSTRUCTION (GREENBOOK). 2018 EDITION AND ALL SUPPLEMENTS,THE CALTRANS STANDARD PLANS, DATED 2010, THE CALIFORNIA MANUALON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 5), DATEDJANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACHSTANDARDS AND POLICIES. 2.THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFICSTRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FORINSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINALAPPLICATION OF PAVEMENT MARKINGS OR STRIPING. 3.THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFICSTRIPING, AND/OR SIGNAGE SHALL BE ACCEPTED BY THE ENGINEER ORHIS REPRESENTATIVE PRIOR TO APPLICATION. 4.MATERIALS SHALL COMPLY WITH SECTION 214-"TRAFFIC STRIPING, CURBAND PAVEMENT MARKINGS AND PAVEMENT MARKERS" OF THE SPECIALPROVISIONS. 5.THE FINAL REFLECTORIZED THERMOPLASTIC STRIPING SHALL NOT BEAPPLIED UNTIL THE FINISHED COURSE PAVEMENT OR SLURRY SEAL HASBEEN IN PLACE FOR AT LEAST 10 DAYS BUT NO LATER THAN 15 DAYS.THE THERMOPLASTIC SHALL BE APPLIED AT 1.5mm (60 mil) TO 2.0mm(BO mil) THICKNESS FOR ALL STRIPING EXCEPT CROSSWALKS AND LIMITLINES WHICH SHALL BE 2.5mm (100 mil) TO 3.0mm (120 mil)THICKNESS. STRIPING SHALL BE APPLIED BY EXTRUSION METHOD.SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT BE ALLOWED. 6.INSTALLATION OF TRAFFIC SIGNS SHALL BE PER THE SPECIAL PROVISIONSAND INSTALLED ON NEW POSTS, EXISTING POSTS, OR EXISTING STREETLIGHTS WITH NEW BRACKETS AND STAINLESS STEEL HARDWARE. ALLSIGNS INSTALLED ON BICYCLE SIDEWALKS SHALL PROVIDE 8 FT MIN.CLEARANCE TO BOTTOM OF SIGN (EXCEPT R26 OR R28 SIGNS). SEECITY STANDARD DRAWING NO. 924-L. 7.THE CONTRACTOR SHALL REMOVE ALL CONFLICTING TRAFFIC STRIPING ANDPAVEMENT MARKINGS BY WET SANDBLASTING. 8.BUFFERED BIKE LANES SHALL INCLUDE DIAGONAL STRIPES BETWEEN BIKELANE AND BUFFER STRIPE. THE DIAGONAL STRIPE SHALL BE 6 INCHWHITE AT 45 DEGREE ANGLE, AND PLACED AT 40 FOOT INTERVALS. 9.UNLESS OTHERWISE NOTED, INDUCTIVE LOOPS SHALL BE 6' CIRCULARCALTRANS 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. 1 0. R81 (CA) SIGNS TO BE 12"x8". 11.INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITYSTANDARD PLAN STD-902-L. LEGEND w EXISTING RED CURB CONTRACTOR TO REPLACE EXISTING STRIPING IN-KIND SIGNING AND STRIPING CONSTRUCTION NOTES (THIS SHEET ONLY) [,] IT] 0 0 0 0 0 0 INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS INDICATED. INSTALL 12" WHITE CROSSWALK OR LIMIT LINE. CROSSWALK SHALL BE 1 a• INWIDTH (INSIDE TO INSIDE), UNLESS OTHERWISE INDICATED. INSTALL 12" WHITE DIAGONAL OR CHEVRON. SPACING AS NOTED. INSTALL PARKING STALL. SEE PARKING STALL DETAIL. INSTALL SIGN AND POST. REMOVE SIGN. INSTALL SIGN. REPLACE POST WITH NEW AND RELOCATE STREET NAME SIGNS. INSTALL SIGN. I I R5-1 2 SPACES R1-1(30") 2 SPACES I "STOP" 4 2 SPACES '1-----r---1--�"' L L R5-1, R5-1a AND R6-2 .... 2 SPACES 7 co L s-- L , I· 20' TYP ·I' VIA MALAGA 32ND STREET 1 o' DET DET TYPE 8' O.C. 1 SPACE � 31ST STREET ><:J�-J L ..I I.. ..I.. T 2 SPACES R6-2 2 SPACES "STOP" 1 R1 -1 (30") R3-1 (24") 4" WHITE Jc'""""' ' (r<e .) w "STOP" 8" WHITE "ONLY" "STOP" R1-1 p .,. DET 41 1 "top" I I I I I I II I II ... I I & -- ---_ �IA ltDo---- ---------------- SPACE -----IV \ \ 2 SPACES �----i--m (I/ � I' � {.J "{" '---GJ "STOP" I::-'-[D 4" WHITE il '-[D DET 8s "STOP" 12' O.C. 8" WHITE \ --- - SCALE: 1" = 40' C-7893-1 E a01 f'J cii � N0 N I0N0N N0 N I 0N0Na(I) (/) >,L L :,uj / NNN<D 0 <I!:, 0 ·;;<I) L 0.. � VI "u·;;"(/)w >-m0.. z ,I)01,I)010/ 0, C ·c: " " C I• --1 VAR.°' C ,----r------,,---------------------,.---...----------,.----------.------------------------------1 ":!,APPROVAL RECOM MEN DED:SIGNING AND STRIPING PLAN /E CURB FACE PARKING STALL DETAIL NO SCALE RED CURB (TYP.) 4/27 /21 ADDED 31 ST STREET AND PARKING STALL DETAIL .,_.,,,-,,;r-r J • -.A.. - 'IJ"I � ANTONY B�NE,R 1922 CITY TRAFFIC ENGINEER 2020-2021 SLURRY SEAL PROGRAM �°' COLLECTORS/RESIDENTIAL ! WEST NEWPORT 2 - LAFAYETTE AVENUE AT 32ND STREET g I 1-----,------+-----------------------�---------l-clDESIGNED: DRAWN: T 6064 S c EL RG RG CITY OF NEWPORT BEACH - -I 1----------1 c,, L ________ _::::::...::::::::...::::::::.._.:. _______________________________________________________ J..;;:No:;:;·.J.-�D:,ATE�.JL.:D:E,;::sc::::R:IP�TI::;:o::N.::o:.F.:R�E:VIS�IO�N�S�---------..l.:A:PP::R::;o:vE�Dl.. ________ Lc_H_E _cK_E_D:_�ELU.,D_A ..:T�!,.i::l13�2�02�0i,_ ____ P:..:::U.::B:.::L::,:IC::_:W.:,:::O:R::K.::S:.::D:.:E:.:P.:A:R::,T:M:.:E:.:N.:.T;_ ___ �s:H�EE;;_T...!;8!....:::o :..F_;8�.J� RECORD DRAWINGS 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 to its accuracy, nor for errors or omissions which may have been incorporated into these plans as a result. • w 2 SPACES 4 • r° ---t • .... . ..-... 2 ... , T , , ~ SNS '°T 2 SPACES 4 DET 38A ~ §~~~ ~ R3-7 o.c. 3 _:BA(85') "ONLY" WHITE <-45 ~ ~ p 1 B" WHITE i ~, 'I }:I "STOP" ------ " C " " ~ i:" I:= I