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NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT
APPLY THERMOPLASTIC STOP MARKING AND LIMIT LINE PER 3 EA
CALTRANS STD. DRAWING A24D AND A24E CONTRACTOR
INSTALL R1 -1 STOP SIGN PER 2003 MUTCD m 5 EA CONTRACTOR
® INSTALL R2 -1(25) SPEED LIMI - T SIGN PER 2003 MUTCD Q X 4 EA CONTRACTOR
fl INSTALL W14 -2 "NO OUTLET" S[GN PER 2003 MUTCD 1 EA CONTRACTOR
fl INSTALL W14 -1 "DEAD END" SIGN PER 2003 MUTCD 1 EA CONTRACTOR
® INSTALL BARRICADE PER RIV. CO. STD. NO. 810 136 LF CONTRACTOR
Q INSTALL R4 -7 & OM1 -3 SIGNS PER CALTRANS 2003 MUTCD 2 EA :t
CONTRACTOR
ES
TALL 'NO PARKING RV'SIVILEV SIGN PER RIV COUNTY TRANS STD PLAN. 3 EA
S SHOWN ON SHEET 2.
STALL WI-1 WARNING SIGN. 2 EA
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° 0 78 ` t 1, TRAFFIC SIGNS, STOP BAR AND LEGENDS SHALL.. BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ^°o
,u (MUTCD), THE MUTCD CALIFORNIA SUPPLEMENT AND THE LATEST EDITION OF CALTRANS STANDARD PLANS AND N
SPECIFICATION.
to
c 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED
ON 4 "X4" WOOD POSTS WITH ANCHOR BLOCKS, IF IN UNIMPROVED AREA. OTHERWISE SIGNS ARE TO BE a
PLACED BEHIND THE CURB OR MOUNTED ON STREET NAME SIGNPOSTS UNLESS OTHERWISE NOTED ON THE PLAN. o
PROPOSED 48 ",SIGNS SHALL BE INSTALLED.
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3. ALL SIGNS, AND STOP BARS AND STOP LEGENDS SHALL BE REFLECTORIZED. STENCILS FOR STOP BARS AND z
-°-"-
LEGENDS SHALL
4. ALL REMOVALS L MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. �
_
'� OF SIGNS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. o
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° 0 78 ` t 1, TRAFFIC SIGNS, STOP BAR AND LEGENDS SHALL.. BE PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES ^°o
,u (MUTCD), THE MUTCD CALIFORNIA SUPPLEMENT AND THE LATEST EDITION OF CALTRANS STANDARD PLANS AND N
SPECIFICATION.
to
c 2. ALL SIGNS SHALL BE STANDARD SIZE UNLESS OTHERWISE NOTED ON PLANS. SIGNS SHALL BE INSTALLED
ON 4 "X4" WOOD POSTS WITH ANCHOR BLOCKS, IF IN UNIMPROVED AREA. OTHERWISE SIGNS ARE TO BE a
PLACED BEHIND THE CURB OR MOUNTED ON STREET NAME SIGNPOSTS UNLESS OTHERWISE NOTED ON THE PLAN. o
PROPOSED 48 ",SIGNS SHALL BE INSTALLED.
i
3. ALL SIGNS, AND STOP BARS AND STOP LEGENDS SHALL BE REFLECTORIZED. STENCILS FOR STOP BARS AND z
-°-"-
LEGENDS SHALL
4. ALL REMOVALS L MATCH COUNTY FEDERAL METRIC STANDARD STENCILS EXACTLY. �
_
'� OF SIGNS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER OR APPLICANT. o
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NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND /OR A
GRADING PERMIT HAS BEEN ISSUED,
The private en�w s4* these plans n re5pon5be for assteq the accuracy
and acceptoUlty of the deign hereon. In the event of kuepandess arising
after county Woval or during construction, the Rivate e*er shot( be
respansele for deterring an acceptable solution and revl ng the plans for
m"
WHITE LETTERS ON RED BACKGROUND
24"
,,
7'
1 ,
PARK NG
? :F 1.5"
V IS TRAEERS ,
I _
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REM EN 'AL ARE, �S��
RIB', 'NTY. ORD. 4�1J
RED LETTERS ON WH!TE BACKGROUND
WITH RED BORDER
SIZE 24" X 30''
C.R .. - 1 -1/
MARG IN: 3 "
BORDER WID
_ „f'
SINGLE. FACE
SCREEN
2 n HOLES, 3 / / R ” DIA STD
SHEETIN SEC
SUBSTRATE: .063 ALUM
, RFFN I-D_ & ANTI INK
APPROVED BY
LINE It
SERIES
COLOR
FONT
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2 4"
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RED
FHWA
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iVV Dl.ALC FL ENd -sip
RIVERSIDE COUNTY
TRANSPORTATION DEPARTMENT
TRAFFIC ENGINEERING DIVISION
R -W
E NO PARKING, RV'S /TRAIL ERS
DATE & I IN RESIDENTIAL AREAS
kEV
7-2-
1 3FESS /p
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No. 25742 z
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a Exp. 12 -31 -15
REVISIN
Aft DATE 9T F 11.
F OFF CAL
MINH
BENCHMARK;
RIVERSIDE COUNTY B.M. T- 49 -81, 25 BRASS DISK IN CON
FROM THE INT. OF RANCH CA. RD. & FRONT ST 1.7 Ml. NW
THE INT OF ✓EfTTRSON & WINCHESTER RD. (HWY 79), 5.5 A
TO THE INT OF WINCH. AND BLMON RD., .05 Ml. W. ON BE)
ROAD INT, 0.5 MI. N ON BRIGGS RD TO THE BRIGGS/THOMP.
22' S OF THE C L THOMPSON RD. NEAR THE NW CDR OF
AROUND SOUTH N CAL GAS CO. YALVES. WIRED PADDLE MA
EL= 1339
CYLINDER LOCATED AS FO
IN FRONT ST. /JEFFERSON
ES NE ON WINCH. RD. (H
ON RD TO THE BENTON /B
N RD INT, 200' E. OF P
' X 22' CH41N LINK FENCI
(ED TO FENCE.
NONE