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ASA PART
GENERAL SIGNING & STRIPING NOTES:
1. ALL SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH
THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (CA MUTCD),
DATED 2006, AND THE CALTRANS STANDARD PLANS AND SPECIFICATIONS, DATED 2006.
2. ALL SIGN SIZES SHALL BE FOR CONVENTIONAL ROADWAYS UNLESS OTHERWISE
NOTED ON THE PLANS. SIGNS SHALL BE INSTALLED ON 2" STEEL TELSPAR POST,
UNLESS OTHERWISE NOTED ON THE PLANS.
3. ALL STRIPES, SIGNS, AND PAVEMENT MARKINGS SHALL BE REFLECTORIZED. STENCILS
FOR PAVEMENT MARKINGS SHALL MATCH CALTRANS STENCILS EXACTLY. ALL STRIPING AND
MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLAN DETAILS.
4. ALL CONFLICTING STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED BY SANDBLASTING
AS DIRECTED BY THE ENGINEER. CONFLICTING SIGNS ANO RAISED PAVEMENT MARKERS SHALL
BE REMOVED. ALL REMOVALS OF SIGNS ANO MARKINGS SHALL BE THE RESPONSIBILITY
OF lHE CONTRACTOR.
5. ALL PAVEMENT MARKINGS ANO STRIPING SHALL BE THERMOPu\STIC MATERIAL AND
PLACEMENT SHALL BE IN ACCORDANCE Wfll-1 CALTRANS AND CITY STANDARDS. ALL FINAL
STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMOPlASTIC" APPLIED AT A MINIMUM
THICKNESS OF 0.45MM. CROSSWALKS AND LIMIT LINES SHALL BE APPLIED AT A MINIMUM
THICKENESS OF 0.90 MM. ALL CROSSWALKS AND LIMIT LINES SHALL BE 12" WHITE
UNLESS NOTED OTHERWISE.
6. ALL REMOVED SIGNS SHALL BECOME THE PROPERTY OF THE CONTRACTOR.
7: RAISED PAVEMENT MARKERS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR
IN ACCORDANCE WITH THE STRIPING DETAILS SHOWN ON THE SIGNING AND STRIPING PLAN.
ALL REFLECTIVE PAVEMENT MARKERS SHALL HAVE GLASS REFLECTIVE FACES. NON-REFLECTIVE
PAVEMENT MARKERS SHALL BE CERAMIC.
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SIGNI G AND STRIPIN PLAN
FOR
HAMBOR
IF NE p RT RI GEN RTHC M NITY ASS IATI N
,::F
No. 69467
Exp. 6/30/10
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VICINITY MAP
N.T.S.
RE'vlEWED:
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SIGNDNG AND STRBPDNG QUANTDTBES: TOTAL QTY.
✓--' I E l EXISTING SIGN TO REMAIN. ' 24 Each ,_.,,,_, -
--- --------I . -·
!RPMj INSTALL RAISED PAVEMENT MARKERS TO EXISTING DOUBLE YELLOW MEDIAN STRIPING PER DETAIL 22 . 400 LF
. -. ---·-~ SANDBLAST CONFLICTING STRIPING. 175 LF ----------··-. .. __ ,,_,. ,. '"""" ,., ...... , ·-------'""-"" -
[jfil INSTALL TRAFFIC SIGN, PER CALTRANS STANDARDS. 3 Each
-----------·-··-··-·-· __ ., ____ ----· ···--· ···------· -
~ RELOCATE SIGN ON NE.W POST. 7 Each
------------------------------------------------------------------·----------------------·-------·----------·---
~ REMOVE AND SALVAGE SIGN AND POST. 5 Each
~ I REMOVE AND SALVAGE SIGN OR FLASHER.
----------- ----
7 Each
APPROVAL RECOMMENDED: TITLE SHEET
SIGNING AND STRIPING PLAN
THOMAS J. 111-tEA T, RCE 69467 ANTONY BRINE,'-RCE 45521 FOR CHAMBORD
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liWISPORTAllOW FlANfflNGI • 1MRC ~ • ACOVS11C4 BIGS m:mc • PAmmll STUDIU
3991 MacArthur lloulova!d, Suite 310 • Newport Btoch, CA 92860
Phone: (949) 474--0809 Fox: (949) 474-0902 www.rkengl.-.com VICE PRESIDENT CITY TRAFFIC ENGINEER 'c
"' ---c :) ~ • DESIGNED: LBC DRAWN: LBC CITY OF NEWPORT BEACH T-5984-S ~ -1 CHECKED· DATE: DATE: J?-7-os g ;,;I I I I • TJW 07112107 NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 1 OF 3 ::: --·THOMAS J. WHE'AT R.C.E. No. 69467
Dote,__-:J_{-:,{oe Exp. 6/9J/lo___ -
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SIGNBNG AND STROPONG QUANTOTIIES:
_{i.2 I __ EXISTING SIGN TO REMAIN.
~ INSTALL RAISED PAVEMENT MARKERS TO EXISTING DOUBLE YELLOW MEDIAN STRIPING PER DETAIL 22.
·-------·-· --------·-· .... ·----·--· .......... ---·-·--·-----·--··----~---·-------·--······--~ SANDBLAST CONFLICTING STRIPING.
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TttANSPORl'MiON ~ • 'flAWIC EMICIEEMffi • ACOUSTtCAL £He~ • MIQMG STUNS
3991 MacArlhur Boulevard, SUlle 310 • Newoort Bea<h, CA 92680
Phone: (949) 474-0809 Fax: (949) 474-0902 wn.rkenglneer.com ~ 'J ~
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SCALE: 1" = 40'
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SIGNING AND STRIPING PLAN 1; RE\4EYl1:D: APPROVAL RECOMMENDED:
'-~ FOR CHAMBORD ~
THOMAS J. \\HEAT, RCE 69467 ANTONY ~~21 AS A PART OF NEWPORT RIDGE NORTH ~
VICE PRESIDENT CITY TRAFFIC ENGINEER ~
DESIGNED· DRAWN· "',
Date: 1{-;[D~ • LBC • LBC DATE: 7.7.(){'; CITY OF NEWPORT BEACH T-5984-S ~
zl I ~ I THOMAS J. WHEAT R.C.E-No. 69467 £xp. &/30/lo CHECKED: TJW DATE:07I12I07 NO. DATE DESCRIPTION OF REVISIONS PUBLIC WORKS DEPARTMENT SHEET 3 OF 3 ~
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