HomeMy WebLinkAboutT_6077_SSIGNING AND STRIPING GENERAL NOTES
1. ALL WORK SHALL BE IN ACCORDANCE WITH THE PROJECT SPECIAL
PROVISIONS, THE STANDARD SPECIFICATIONS FOR PUBUC WORKS
CONSTRUCTION (GREENBOOK), 2015 EDITION AND ALL SUPPLEMENTS,
THE CAL TRANS STANDARD PLANS, DA TED 2018, THE CALIFORNIA
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD, REV. 6),
DATED JANUARY 2014, THESE PLANS, AND THE CITY OF NEWPORT BEACH
STANDARDS AND POUCIES. TRAFFIC STRIPING DETAILS ARE FROM THE 2015 CALTRANS STANDARD PLANS.
2. THE LAYOUT FOR ALL PROPOSED PAVEMENT MARKINGS AND/OR TRAFFlC
STRIPING SHALL BE "PRE-MARKED" AND/OR "CAT-TRACKED" FOR
INSPECTION BY THE ENGINEER OR HIS REPRESENTATIVE PRIOR TO FINAL
APPLICATION OF PAVEMENT MARKINGS OR STRIPING.
3. THE EXACT LOCATION OF ALL PERMANENT PAVEMENT MARKINGS, TRAFFIC
STRIPING, AND/OR 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. REFLECTORIZED THERMOPLASTIC STRIPING SHALL BE APPLIED AT 1.5mm
(60 mil) TO 2.0mm (BO mil) THICKNESS FOR ALL STRIPING EXCEPT
CROSSWALKS AND UMIT LINES WHICH SHALL BE 2.5mm (100 mil) TO
3.0mm (120 mil) THICKNESS. STRIPING SHALL BE APPUED BY
EXTRUSION METHOD. SPRAYABLE THERMOPLASTIC STRIPING SHALL NOT
BE ALLOWED.
6. INSTALLATION OF TRAFFIC SIGNS SHALL BE INSTALLED ON NEW POSTS,
EXISTING POSTS, OR EXISTING STREET LIGHTS WITH NEW BRACKETS AND
STAINLESS STEEL HARDWARE PER CITY STANDARD DRAWING NO. 924,
UNLESS OTHERl'.1SE NOTED, SIGN SIZE SHALL BE PER THE CAMUTCO
STANDARDS (LA TEST EDITION).
7. THE CONTRACTOR SHALL GRIND ALL CONFLICTING TRAFFIC STRIPING AND
PAVEMENT MARKINGS.
8. INSTALL BLUE REFLECTIVE MARKERS AT EVERY FIRE HYDRANT PER CITY
STANDARD PLAN STID-902.
9. DARK GREEN STRIPING SHALL BE ENNIS-FLINT GREEN EF SERIES
STANDARD FAST DRY WATERBORNE TRAFFIC PAINT -PRODUCT CODE
6005.
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W1 1-2 ~ ~ 4 W16-7P(L) %-f
3 2
[iJ OET 27B (6")
SIGNING AND STRIPING CONSTRUCTION NOTES
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0
0
INSTALL STRIPING DETAIL OR PAVEMENT MARKING AS
INDICATED.
INSTALL WHITE CONTINENTAL CROSSWALK V.,TH 2' BARS AND
2' GAPS. CROSSWALK SHALL BE 1 2' 1>1DE.
INSTALL 6" WHITE DIAGONALS AT 40' SPACING.
0 INSTALL SIGN(S) AND POST AS NOTED.
0 REMOVE CONFLICTING STRIPING.
(30"x30")
W11-2
(6")
(24"x12")
~
SIGNS
W11-2
W16-7P(R)
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W16-7P(L) 4
DET 278 (6") 1
RECORD DRAWINGS
These Record Dra¼ings 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 1
!AHEAcj
(24"x12")
W16-9P
5
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SCALE: 1•-40'
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SAN JOAQUIN HILLS ROAD AT JAMBOREE ROAD
WESTBOUND TO NORTHBOUND FREE RIGHT TURN LANE
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NO. DATE DESCRIPTION OF REviSIONS APPROVED
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT SHEET 1 OF 1 / L... ________________________________________________ ....,......,1, __ ....., ____________ ....__..i.,,.. _____ ....__ ...... __ =.:i...-------------.,_-..;..__~