HomeMy WebLinkAboutT_6039_SPUBLIC WORKS DEPARTMENT
BALBOA PENINSULA CROSSINGS
SIGNING AND STRIPING IMPROVEMENTS C-7288-1
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APPROVED: � 6idCk. �-· P.�B[IC
APPROVED: �i ......... !t_LJ �-�-n-�_:::-�MARK VUKOJEVIC, PE., DEPUTY PWD / CITY ENGINEER
CITY OF COSTA l.iESA
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PROJECT AREA
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JOHN WAYNE AIRPORT
UPPER NE\WORT BAY
NEWPORT CTNTER
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VICINITY MAP NOT TO SCALE
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DATE: Z-/J•/?5 --��---
DATE:
NO SCALE
SCHOOL
SPEED
LIMIT
• 25 WHEN CHILDREN ARE PRE.SENT
Dl 1-1 SR4-1 (CA)
SIGN LEGEND:
D11-1 Rl-1 R1-3P R1-5 R2-1 R3-4 R3-18 R4-7 R5-1 R6-2 R28(S)(CA) R30A(CA) R61-26(CA)
Sl-1 SR4-1 (CA) SW24-2 (CA)
SW24-3 (CA) W3-3 W11-2
W16-4P W16-7P
W16-7P (MOD)
W16-9P
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SW24-2 (CA)
BIKE ROUTE "STOP" "ALL WAY" (PLAQUE) YIELD HERE TO PEDESTRIANS
SPEED LIMIT NO U-TURN NO LEFT OR U-TURN KEEP RIGHT "DO NOT ENTER" "ONE WAY" "NO STOPPING ANY TIME" WITH ARROW NO PARKING SPECIFIC HOURS INTERSECTION LANE CONTROL
STUDENTS CROSSING
SCHOOL SPEED LIMIT WHEN CHILDREN ARE PRESENT
STUDENTS CROSSING WITH DIAGONAL ARROW
STUDENTS CROSSING AHEAD
SIGNAL AHEAD PEDESTRIAN CROSSING (30"X30" UNLESS OTHERWISE NOTED) "NEXT XX FEET" (PLAQUE)
DOWNWARD DIAGONAL ARROW (PLAQUE) (24"X12" UNLESS OTHERWISE NOTED) DOUBLE DOWNWARD DIAGONAL ARROW (PLAQUE) (24"X12" UNLESS OTHERWISE NOTED) "AHEAD" (PLAQUE)
j . ij AHEAD ��1 SW24-3 (CA) S1-1 W16-7P (MOD)
GENERAL NOTES
1.ALL WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO CALTRANS STANDARD PLANS AND STANDARD SPECIFICATIONS
DATED 2010, CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD), 2014 EDITION, AS SHOWN HEREONAND IN THE SPECIAL PROVISIONS.
2.THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF NEWPORT BEACH FOR ALL WORK.
3.ALL STRIPING SHALL BE REFLECTORIZED THERMOPLASTIC UNLESS OTHERWISE NOTED.4.REMOVE ALL EXISTING/CONFLICTING PAVEMENT STRIPING AND PAVEMENT LEGENDS. METHOD SHALL BE APPROVED BY THEENGINEER.5.ALL STRIPING SHALL BE CAT-TRACKED AND APPROVED BY THE CITY PRIOR TO THE INSTALLATION OF FINAL STRIPING.6.ALL SIGNS LOCATIONS SHALL BE APPROVED BY THE CITY PRIOR TO INSTALLATION.
7.NEW SIGNS AND SIGN POSTS SHALL BE INSTALLED PER DETAIL "K" ON SHEET 7 OF 7.
8.WHERE SIGNS ARE TO BE REMOVED, RELATED SIGN BRACKETS AND HARDWARE SHALL BE REMOVED FROM THE POLE/POST AS WELL. IF NO OTHER SIGNS EXIST ON THE POST, THE POST SHALL BE REMOVED COMPLETELY. THE SIDEWALK OR OTHER
SURFACE SHALL BE FLUSH AND JOIN/MATCH EXISTING CONDITIONS. IF APPLICABLE, THE HOLE SHALL BE FILLED WITHGROUT TO THE SATISFACTION OF THE CITY.9.PEDESTRIAN CROSSING SIGNS SHALL BE YELLOW, EXCEPT FOR SCHOOL ZONE AND STUDENT CROSSING SIGNS WHICH, SHALLBE FLUORESCENT YELLOW/GREEN.10.ALL CONTINENTAL CROSSWALK BARS SHALL BE PARALLEL TO FLOW OF TRAFFIC.
CONSTRUCTION NOTES
[Q -INSTALL WHITE THERMOPLASTIC "PED XING" LEGEND.0 -FURNISH AND INSTALL NEW SIGN(S) ON NEW POST/POLE.0 -REMOVE EXISTING SIGN(S).EJ -GRIND AND CAP PAVEMENT AS SHOWN. SEE DETAIL "B" ON SHEET 6 OF 7.
(I] -INSTALL WHITE THERMOPLASTIC CONTINENTAL CROSSWALK. SEE DETAIL "c" ON SHEET 6 OF 7.0 -INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE 5 FT FROM BACK OF CROSSWALK.
[zJ -FURNISH AND INSTALL NEW SIGN(S) ON EXISTING POST/POLE.0 -INSTALL WHITE THERMOPLASTIC "SIGNAL AHEAD" LEGEND.0 -INSTALL WHITE THERMOPLASTIC LADDER CROSSWALK. REPAINT STRIPING AT EXISTING CROSSWALKS. SEE DETAIL "E" ON
SHEET 6 OF 7.
� -REMOVE EXISTING CONFLICTING STRIPING BY CITY APPROVED METHOD. [2TI -INSTALL 12" WHITE THERMOPLASTIC LIMIT LINE AND WHITE THERMOPLASTIC "STOP" LEGEND. SEE DETAIL "F" ON SHEET
6 OF 7.
� -REMOVE AND RELOCATE EXISTING SIGN(S).
@] -REMOVE OR MODIFY EXISTING PARKING 'T BY CITY APPROVED METHOD.
� -INSTALL 20 FT OF RED CURB AS SHOWN.
� -COORDINATE WITH CITY PARKING COMPANY TO REMOVE PARKING METER.
� -REPAINT EXISTING LEGEND(S) AS SHOWN. ED -INSTALL 12" WHITE THERMOPLASTIC LINES ON CONCRETE RIBBON.
� -INSTALL WHITE THERMOPLASTIC "SHARK TEETH" LIMIT LINES. SEE DETAIL "H" ON SHEET 7 OF 7.
� -REMOVE AND SALVAGE EXISTING POST.
� -REMOVE AND REPLACE EXISTING POST WITH NEW POST. RELOCATE EXISTING R3-18 SIGN TO NEW POST. REMOVE EXISTING R4-7 SIGN. FURNISH AND INSTALL TWO NEW PAIRS OF W11-2 AND W16-7P SIGNS BACK-TO-BACK PER
DETAIL "J" ON SHEET 7 OF 7 .
� -COMPLETE 2" COLDMILLING EXISTING AC PAVEMENT.
� -CONSTRUCT 2" ASPHALT PAVEMENT OVERLAY. ASPHALT CONCRETE OVERLAY (FINISH COURSE) SHALL BE III-C3-PG-64-10 RAP.
� -CROSSWALK MARKINGS SHALL BE WHITE THERMOPLASTIC.
!241-SPACES BETWEEN MARKINGS SHALL BE PLACED IN WHEEL TRACKS OF EACH LANE AND PARALLEL TO TRAFFIC LANELINES.
�-CENTER "STOP" LEGEND IN VEHICLE PATH OF TRAVEL.
� -SPACES BETWEEN MARKINGS MUST BE PLACED IN WHEEL TRACKS OF EACH LANE.
� -CROSSWALK MARKINGS MUST BE YELLOW THERMOPLASTIC.
� -INSTALL YELLOW THERMOPLASTIC CONTINENTAL CROSSWALK. SEE DETAIL "K" ON SHEET 7 OF 7.
� -FURNISH AND INSTALL NEW SIGN(S) ON EXISTING MAST-ARM.
� -INSTALL YELLOW THERMOPLASTIC "SLOW SCHOOL XING" LEGEND.
� -REPAINT EXISTING YELLOW "SLOW SCHOOL XING" LEGEND(S) AS SHOWN.
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f-----------------------------------------i/ TITLE SHEET 2-5 SIGNING AND STRIPING PLANS
6-7 SIGNING AND STRIPING DETAILS
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�BERT G ROVER& wsOCIATES
(714)992-2990FAX 992-2883
TRANSPORTATION CONSULTING ENGINEERS 1 E. Imper" I H Suite 208 Fullerton, CA 92835
REVIEWED: APPROVED:
�IT@� �,19,�§ ......_ ANTONY BRI : 45521 CITY TRAFFIC ENGINEER
REVIEWED:
'BRAosoMMERs, RCE 652 41 PRINCIPAL CIVIL ENGINEER
TITLE SHEET t -u BALBOA PENINSULA SIGNING AND STRIPING PLANS ·} 44TH ST TO EAST OCEAN FRONT (L / u / t----------------------�-----------JIN
Knowwtiar,below. AGA Job No. : 169-010 DESIGNECDA:V/YC DRAWN: YC CITY OF NEWPORT BEACH T-5o39-s � AGA File Name: BalPen_SS_Title \·"Z."t-·'-o\B DATE: � -13 -It} I /z.,://;!J -L ___ ....:.C:al:lbe:tor:•�you
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dlg:. ________________________________________ �P�rin::_t!D!a:'.;te��:__;;1/�2�2l/1�8�-_j __ _:::::::::::::::::::.... __ .::.::.....::: _________ D_A_TE __ J.::c�H:ECJK�ED�:i&��D:AT:El.:���---------_l---------_lD_A_TE_:_,,�--·----.l----...:P:U�B�L:IC�W�O�R::::K:S�D�E:P�A�R�T�M�E�N�T�---lis�H�E-E�T��-1=�0�F=-z==j�Last Revision : 1/22/18 MHM CAV 1 18 2018 -;_
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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.
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WORKS DIRECTOR
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RECORD DRAWINGS
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CONSTRUCllON NOTES:
[TI -GRIND AND CAP PAVEMENT AS SHOWN. SEE DETAIL "B" ON SHEET 6 OF 7. m -INSTALL WHITE THERMOPLASTIC CONllNENTAL CROSSWALK. SEE DETAIL "C" ON SHEET 6 OF 7.
IT] -INSTALL 12" WHITE llHERMOPLASTIC LIMIT LINE 5 FT FROM BACK OF CROSSWALK.
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1201 -REMOVE AND REPLACE EXISTING POST WITH NEW POST. RELOCATE EXISTING R3-18 SIGN TO NEW POST. REMOVE
EXISllNG R4-7 SIGN. FURNISH AND INSTALL TWO NEW PAIRS OF W11-2 AND W16-7P SIGNS BACK-TO-BACK PER
DETAIL "J" ON SHEET 7 OF 7.
llHIS DETAIL FOR INTERSECTIONS OF BALBOA BOULEVARD AT:
-44TH ST
-42ND ST
-40TH ST
-35TH ST
DETAIL "A"
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EX R3-18,REMOVE R4-7, ~
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CONSTRUCllON NOTES:
[TI -GRIND AND CAP PAVEMENT AS SHOWN. SEE DETAIL "B" ON SHEET 6 OF 7. m -INSTALL WHITE THERMOPLASTIC CONTINENTAL CROSSWALK. SEE DETAIL "C" ON SHEET 6 OF 7.
IT] -INSTALL 12" WHITE llHERMOPLASTIC LIMIT LINE 5 FT FROM BACK OF CROSSWALK.
120! -REMOVE AND REPLACE EXISTING POST WITH NEW POST. RELOCATE EXISTING R3-18 SIGN TO NEW POST. REMOVE
EXISTING R4-7 SIGN. FURNISH AND INSTALL TWO NEW PAIRS OF W11-2 AND W16-7P SIGNS BACK-TO-BACK PER
DETAIL "J" ON SHEET 7 OF 7.
THIS DETAIL FOR INTERSECTIONS OF BALBOA BOULEVARD AT:
-36TH ST
-34TH ST
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CONSllRUCTION NOTES:
~ -COMPLETE 2" COLDMILLING EXISTING AC PAVEMENT .
IE) -CONSTRUCT 2" ASPHALT PAVEMENT OVERLAY. ASPHALT CONCRETE OVERLAY (FINISH COURSE) SHALL BE III-C3-PG-64-10 RAP.
THIS DETAIL FOR INTERSECTIONS OF BALBOA BOULEVARD AT:
-4411H ST -31ST ST -18TH ST (2) -BllH ST -WASHINGTON ST ( 4)
-42ND ST -3011H ST -17TH ST -711H ST -EST
-4011H ST -2811H ST (2) -16TH ST (2) -611H ST
-3811H ST -2611H ST (2) -12TH ST -ISLAND AVE
-3611H ST -22ND ST (2) -11TH ST -MEDINA WY
-3511H ST -2011H ST -10TH ST -CORONADO ST
-3411H ST -19TH ST -9TH ST -CYPRESS ST
THIS DETAIL FOR INTERSECTIONS OF NEWPORT BOULEVARD AT:
-2811H ST ( 4) -SB NEWPORT BL VO
-2611H ST (2)
DETAIL "B" -PAVEMENT GRIND AND CAP
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12'
2' 2' REPAINT 12" SllRIPING
CONSTRUCTION NOTES:
I 23 I -CROSSWALK MARKINGS SHALL BE WHITE llHERMOPLASTIC.
I 24 I -SPACES BETWEEN MARKINGS SHALL BE PLACED IN WHEEL TRACKS OF EACH LANE AND PARALLEL TO TRAFFIC LANE LINES.
llHIS DETAIL FOR INTERSECTIONS OF BALBOA BOULEVARD AT: THIS DETAIL FOR INTERSECTIONS OF NEWPORT BOULEVARD AT:
-32ND ST/SEASHORE DR (2) -PALM ST (3) -3011H ST (5)
-23RD ST (2) - G ST -2811H ST (4) -NB NEWPORT BLVD
-21ST ST (2)
DETAIL "E" -WHITE LADDER CROSSWALK
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LIMIT LINE
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CONSTRUCTION NOTES: THIS DETAIL FOR INTERSECTIONS OF:
~ -CENTER "STOP" LEGEND IN VEHICLE PATH OF TRAVEL. -BALBOA BLVD AT 28TH ST (2) -NEWPORT BLVD (SB) AT 2811H ST (3)
-BALBOA BLVD AT 18TH ST (2) -NEWPORT BLVD AT 2611H ST
-BALBOA BLVD AT 1611H ST (2)
DETAIL "F" -STOP LEGEND AND STOP BAR
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CONSllRUCTION NOTES:
~ -CROSSWALK MARKINGS SHALL BE WHITE THERMOPLASllC.
1241 -SPACES BETWEEN MARKINGS SHALL BE PLACED IN WHEEL llRACKS OF EACH LANE AND PARALILEL TO TRAFFIC LANE LINES .
THIS DETAIL FOR INTERSECTIONS OF BALBOA BOULEVARD AT:
-4411H ST -31ST ST -18TH ST (3) -BllH ST -WASHINGTON ST (4)
-42ND ST -30TH ST -17TH ST -711H ST -EST
-4011H ST -2811H ST (2) -16TH ST (3) -611H ST
-3811H ST -2611H ST (2) -12TH ST -ISLAND AVE
-3611H ST -22ND ST (2) -11TH ST -MEDINA WY
-3511H ST -2011H ST -10TH ST -CORONADO ST
-3411H ST -19TH ST -9TH ST -CYPRESS ST
THIS DETAIL FOR INTERSECTIONS OF NEWPORT BOULEVARD AT:
-2811H ST (4) -SB NEWPORT BLVD
-2611H ST (3)
DETAIL "c" -WHITE CONTINENTAL CROSSWALK
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CONSllRUCTION NOTES:
0 -FURNISH AND INSTALL NEW SIGN(S) ON NEW POST /POLE.
[TI -GRIND AND CAP PAVEMENT AS SHOWN. SEE DETAIL "B" ON SHEET 6 OF 7. m -INSTALL WHITE THERMOPLASTIC CONTINENTAL CROSSWALK. SEE DETAIL "c" ON SHEET 6 OF 7.
IT] -INSTALIL 12" WHITE llHERMOPLASTIC LIMIT LINE 5 FT FROM BACK OF CROSSWALK.
THIS DETAIL FOR INTERSECTIONS OF BALBOA BOULEVARD AT:
-12TH ST -10TH ST -8TH ST -611H ST
-1111H ST -9TH ST -7TH ST -ISLAND AVE
DETAIL "G" C-7288-1
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fESS LBERT FAX 992-2883 CAV/YC SIGNING AND STRIPING PLAN -c, H. 1,;, GROVER & ~
DETAIL "D"
These Record Drawings how baen prapored baaed on the beat owlobla lnfonnotlon. WhDe
this lnfonnatlon la bellewd to be reliable, City of Newport Beach Is not responslble for Its
accuracy, nor the srora or oml1111lona which may or may not hove been Incorporated Into
theN plan■. AGA Job No. :
AGA File Name:
169-010
BalboaPen_SS
1/22/18
1/22/18
~SSOCIATES CHECKED BALBOA PENINSULA _g
-----m lRANSPORTATION CONSULTING ENGINEERS MHM/CAv DETAILS i
No. 40956 211 E. Imperial Hwy .. Suite 206 Fullerton, CA 92635 DRAWN a_ t---+---+--------------+-----11----------------,-------✓ ~ w
~o=RI~G1=NAL~sI~GN=ED~oN~1~/=22~t1~a-----==-t-DA-JE-----;__DA_JE ...... _BY_..._ ____ D_ESC_R_1PT_1o_N _____ .....__--1 CllY OF NEWPORT BEACH __ r_-_6_0_3_9-_s_-1 ~
R.C.E. NO. 40956 DATE 1/2018 REVISIONS PUBLIC WORKS DEPARTMENT SHEET 6 or_7_ ;?-
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Print Date :
Last Revision :
RECORD DRAWINGS