HomeMy WebLinkAbout05-239 SIGNING & STRIPING LEGEND AND CONSTRUCTION NOTES:
�E EXISTING TO REMAIN. I
RS REMOVE AND SALVAGE SIGN AND POST (IF APPLICABLE) AS NOTED.
IS FURNISH AND INSTALL SIGN(S) AND POST (IF APPLICABLE)
l 0
i
RL RELOCATE EXISTING SIGN(S) TO NEW POST (IF APPLICABLE) AS NOTED.
fRO� I
RP REMOVE ALL EXISTING CONFLICTING TRAFFIC STRIPING AND MARKINGS AS NOTED, INCLUDING
RAISED PAVEMENT MARKERS AND WITHIN INTERSECTION DEFINED BY NEW CROSSWALKS AND LIMIT LINE. Cy
O INSTALL CALTRANS STRIPING DETAIL PER NUMBER NOTED, INCLUDING INSTALLATION
$ C1
OF RAISED PAVEMENT MARKERS. 22 2>
m 40 0 20 40 80 "1
PM INSTALL THERMOPLASTIC PAVEMENT MARKING OR ARROW AS NOTED.
�• GRAPHIC SCALE: 1" = 40' 1 (7)
p SIGN (ONE POST)
7 PM TYPE IV(L) pj
SIGN (TWO POSTS) RP ) :0
'L
R26(CA) IS �9� TYPE IV(R) PM � � y 38 (100')
RS R41(CA)
R3-7 IS I
CLASS 1 FLEXIBLE POSTS(26) RS PM TYPE IV(L) RP
'9 PM TYPE IV(R)
Sp-U X2 TYPE IV(R) PM PM TYPE IV(R)
/ XO� R4-7 PM 12"WHITE 16 ": PM 38 9 IS R3-7
ROM1C 3) E 29 PM E
5 :IS R26(CA) --
/ e --
P o ^ _ C
R26(CA) IS R28 / ��•
-RP
_________________________v_________ ___________ _ _ __ ___
w
,i. _ _ _ __
50, _
R26(CA) IS F "-�-�- - _
L '• /� PM 12"WHITE 1 - _ - _
N 0ci
IS Wi-8(L) E -------------- +I
c;
IS OM2-2H - s
ROAD
/ R26(CA) IS p/" _-'' _._� IS OMi-3 �3 Q]
38 9 IS W1-7 I 31
IS OM1-3 n
PM TYPE IV(L)
PM TYPE IV(L)
278
SIGNING & STRIPING GENERAL NOTES:
R26(CA) IS PM TYPE IV(L) A. SIGNING AND STRIPING SHALL CONFORM TO 2003 MUTCD & 2003 MUTCD CALTRANS SUPPLEMENT, CALTRANS STANDARD PLANS
AND SPECIFICATIONS (JULY 2002), THESE PLANS AND THE SPECIAL PROVISIONS. SEE CALTRANS STANDARD PLANS A20 (A—D) & \ /
( R OR
EXACTLOCAT ON O STRIPING DETAILS, INCLUDING
A L N REMOVAL
A RAISED PAVEMENT MARKERS. R SPECIAL PROVISIONS).
SIGNS AND POSTS, STRIPING NG AND STOP LIMIT APPROVE BY THE ENGINEER IN THE FIELD PRIOR TO INSTALLATION.
VIPG B. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIPING AND STENCILING WITHIN THE PERIMETER OF THE CONSTRUCTION AREA WILL BE
RESTORED TO LIKE NEW CONDITION, IN A MANNER MEETING THE APPROVAL OF THE CITY OF LAKE ELSINORE.
f
C. ALL TRAFFIC STRIPES, ARROWS, AND PAVEMENT LEGENDS SHALL BE THERMOPLASTIC.
D. ALL NEW STRIPING SHALL BE CAT TRACKED AND APPROVED BY THE CITY ENGINEER PRIOR TO INSTALLATION. a I
E. CONTRACTOR SHALL REMOVE CONFLICTING TRAFFIC STRIPES AND PAVEMENT MARKINGS BY WET SANDBLASTING. CONTRACTOR SHALL REMOVE CONFLICTING PAVEMENT MARKERS. N I O
F. ALL WARNING AND REGULATORY SIGNS SHALL BE HIGH INTENSITY GRADE REFLECTIVE. GUIDE SIGNS SHALL BE ENGINEERING GRADE REFLECTIVE.
/ n G. SIGNS SHALL BE STANDARD SIZE UNLESS NOTED OTHERWISE. PRIOR TO INSTALLATION, NEW SIGNS SHALL BE APPROVED BY THE CITY OF LAKE ELSINORE. EXACT LOCATION
E OF SIGNS SHALL BE DETERMINED BY THE CITY ENGINEER. rn
H. SIGN POSTS SHALL BE TELSPAR 2 OF 12 (HOT DIPPED GALVANIZED FINISH) OR EQUAL PER CITY STANDARD DRAWING NUMBER 200. }
< ^ o
I. CONTRACTOR SHALL INSTALL BLUE RAISED PAVEMENT MARKERS ADJACENT TO ALL FIRE HYDRANT WITHIN THE PROJECT LIMITS IN ACCORDANCE TO THE 2003 MUTCD
AND 2003 MUTCD CALIFORNIA SUPPLEMENT. a)
c�
J. SALVAGED SIGNS AND POSTS SHALL BE DELIVERED TO THE CITY OF LAKE ELSINORE. 3o
'9 X K. ALL 12" X 18" PARKING SIGNS SHALL BE MOUNTED AT 45 DEGREES TO CURB LINE. a
J
Q
OO 0 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE APPROVED >
CONDITIONS OF DEVELOPMENT AND/OR CITY AND STATE LAWS, AND A PERMIT o
CAN LISWL6
�l EM SEk.nI u..a•Cr
E�T�:,•..,e=„�;.o1NIFERIM CITY ENGINEER RCE# 63956 DATE a
Apo 5 C4..EM c, 7n.iQ •TQ
REVISIONS QQpiESB/pH PLANNING ■ DESIGN ■ c RUCT,oN TRAFFIC SIGNING AND STRIPING PLANS SHEET
"p;l RAILROAD CANYON ROAD w a
Q• ,/ e. 27555 YNEZ ROAD,SURE 400 '7
�W. . TEMECULA,CALJFORNIA 92591-4679 AT L o
DESIGNED: SCALE: N0,57535 CONSULTING 909.676.8042• FAX 909.676.7240" W RBF.00m
cr , =4D Exp 12-31-05 CHURCH ROAD
DRAWN: G,T DATE:9 05 ",rf9 C11nV Q�4 PLANS PREPARED UNDER THE SUPERVISION OF: OCJ Z� Q I
CHECKED: JOB NUMBER: �F CAU�� � �J�/ //—, DATE: 9/27/OS CITY OF LAKE ELSINORE
of 2 SHTS.
DATE BY NO. DESCRIPTION APP'D DATE CAO 10-104472 CARLOS A. ORTIZ R.C.E. 57535