962q_ssSIGNING & STRIPING GENERAL NOTES
1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND SIGNS
SHALL BE REFLECTORIZED AND STANDARD SIZE. ALL STRIPING AND
MARKING DETAILS SHALL MATCH CALTRANS STANDARD PLANS
DETAILS. STENCILS FOR PAVEMENT MARKING SHALL MATCH
CALTRANS STANDARD PLANS
2. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRIPES,
PAVEMENT MARKINGS, AND RAISED PAVEMENT MARKERS IN
ACCORDANCE WITH THE PLANS AND AS DIRECTED BY THE
ENGINEER. WORD OR SYMBOL PAVEMENT MARKINGS SHALL BE
REMOVED BY SANDBLASTING OR GRINDING A RECTANGULAR AREA
COVERING THE WHOLE MARKING.
J. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE
12 -INCH WHITE OR YELLOW STRIPES.
4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3 -INCH PAINTED
BLACK LINE SEPARATING THE YELLOW STRIPES.
5. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC
STRIPES, RAISED PAVEMENT MARKERS (RPMS), PAVEMENT
MARKINGS, AND SIGNS IN ACCORDANCE WITH THE PLANS AND AS
DIRECTED BY THE ENGINEER.
6. ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS, LIMIT
LINES, AND STOP BARS SHALL BE APPLIED WITH THERMOPLASTIC
MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL BE PAINTED TWO
COATS.
7. ALL RPMS SHALL BE INSTALLED WITHIN SEVEN WORKING
DAYS OF ROADWAY STRIPING. ALL EXISTING RPMS WITHIN THE
PROJECT AREA SHALL BE REPLACED IN KIND OR REMOVED IN
ACCORDANCE WITH THE PLANS, OR AS DIRECTED BY THE
ENGINEER.
8. THE CONTRACTOR SHALL INSTALL STANDARD SIZE SIGN PANEL
ON 2" SQUARE PERFORATED STEEL TUBE POST WITH TWO PIECE
ANCHOR AND SLEEVE, FASTENED WITH 318" RIVETS WITH
STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE
EXACT LOCATION OF ALL SIGNS SHALL BE DETERMINED IN THE
FIELD BY THE ENGINEER.
9. THE CONTRACTOR SHALL REMOVE SIGNS IN ACCORDANCE
WITH THE PLANS AND AS DIRECTED BY THE ENGINEER. THE
CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY
YARD OR AS DIRECTED BY THE ENGINEER.
10. THE CONTRACTOR SHALL LAYOUT (CAT- TRACK) THE
PROPOSED SIGNING, STRIPING, AND PAVEMENT MARKINGS IN
ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S
APPROVAL PRIOR TO ACTUAL INSTALLATION.
NOTE:
ALL NEW SIGNS, TRAFFIC SIGNALS, PAVEMENT MARKINGS, AND
RAISED PAVEMENT MARKINGS SHALL CONFORM TO THE FEDERAL
HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES FOR STREETS AND HIGHWAYS (MUTCD), 2009 EDITION,
THE JANUARY 13, 2012 CALTRANS MUTCD CALIFORNIA
SUPPLEMENT, AND STANDARD PLANS AND SPECIFICATIONS,
LATEST EDITION. SIGN CODES WITHIN PARENTHESES SHALL REFER
TO THE SIGNS CONTAINED IN THE MUTCD CALIFORNIA SUPPLEMENT
ALL OTHER SIGN CODES SHALL REFER TO THE 2009 MUTCD.
CONSTRUCTION NOTES & QUANTITIES:
QUANTITIES ARE FOR BONDING PURPOSES ONLY - CONTRACTOR
TO BID PROJECT BASED ON HIS OWN "TAKE -OFF"
o- INSTALL STREET NAME SIGN PER COUNTY OF 1 EA.
RIVERSIDE STD. No. 816
INSTALL STD. SIZE REFLECTORIZED SIGN AS 3 EA.
INDICATED ON PLANS PER CALTRANS STANDARD
o- PLACE "NO RV PARKING" SIGN PER DETAIL AT RIGHT I EA.
w
z
c�
`z
0
W
z
O
w
w
z
z
W
w
O
z
O
U
p
U
W
MONUMENT NOTE:
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
MONMENTATION AND /OR BENCHMARKS WHICH WILL BE
DISTURBED OR DESTROYED BY CONSTRUCTION. SUCH
POINTS SHALL BE REFERENCED AND REPLACED WITH
p APPROPRIATE MONUMENTATION BY A LICENSED LAND
Q SURVEYOR OR A REGISTERED CIVIL ENGINEER
AUTHORIZED TO PRACTICE LAND SURVEYING. A CORNER
C RECORD OF SURVEY, AS APPROPRIATE, SHALL BE FILLED
Q BY THE LICENSED LAND SURVEYOR OR REGISTERED CIVIL
® ENGINEER AS REQUIRED BY THE LAND SURVEYOR'S ACT.
LEGEND
$10 PROPOSED "REFLECTORIZED" STOP LEGEND
F- Tr PROPOSED STREET SIGN & POST
+ PROPOSED STREET SIGN & POST
o R/W RIGHT OF WAY
U EP EDGE OF PAVEMENT
C &G CURB AND GUTTER
CL CENTERLINE
m TC TOP OF CURB
U 0 LT. STD. EX ST LIGHT
---n LT. STD. PROP. ST LIGHT
CL
Q
2
U
40 0 40 80 120
oc
0
z SCALE 1" = 40'
O
U
O NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL
COMMENCE UNTIL AN ENCROACHMENT PERMIT
AND/ OR GRADING PERMIT HAS BEEN ISSUED
rj 11 w
m p I�
ENGINEERS SEAL
BY I DATE
REVISIONS
m.
J•A
NO. 53390
*
EXP. 6 -30 -15
Civil Engineering - Surveying • Planning
6879 Airport Drive, Riverside, CA 92504
Tel:(951) �8 -0 �Fax:(951) 688 -0599
Under the
ssau �, 4 4 1 3
DESIGNED BY:MRB (DRAWN BY:MRB I CHECKED BY: C
OWNER / APPLICANT
WOODCREST PARTNERSHIP
P.O. BOX 18929
ANAHEIM, CA 92817
TEL: 213 -880 -2285
24"
4 PARKING
RV'S /TRAILERS
WITHIN
RESIDENTIAL AREAS
RIV. CNTY. ORD 413
ENGINEER
a ERs
6879 AIRPORT DRIVE
RIVERSIDE, CA. 92504
951 - 688 -0241
LINE
(n
Q
a
COLOR
FONT
CL
W
U
0 U
0- 1
S
bein ��
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
RESPONSIBLE FOR ASSURING THE ACCURACY AND
ACCEPABILITY OF THE DESIGN HEREON. IN THE EVENT OF
DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY.
B
�.`
FH WA
MARK
BY I DATE
REVISIONS
m.
J•A
NO. 53390
*
EXP. 6 -30 -15
Civil Engineering - Surveying • Planning
6879 Airport Drive, Riverside, CA 92504
Tel:(951) �8 -0 �Fax:(951) 688 -0599
Under the
ssau �, 4 4 1 3
DESIGNED BY:MRB (DRAWN BY:MRB I CHECKED BY: C
OWNER / APPLICANT
WOODCREST PARTNERSHIP
P.O. BOX 18929
ANAHEIM, CA 92817
TEL: 213 -880 -2285
24"
4 PARKING
RV'S /TRAILERS
WITHIN
RESIDENTIAL AREAS
RIV. CNTY. ORD 413
ENGINEER
a ERs
6879 AIRPORT DRIVE
RIVERSIDE, CA. 92504
951 - 688 -0241
LINE
SIZE
SERIES
COLOR
FONT
CL
a; 2
SITE
1
5"
B
WHITE
FH WA
X
2
4"
C;
RED
FHWA
X
3 -5
3"
B
RED
FHWA
X
6
1.5'
Cr
RED
FHW4
X
NO RV PARK
NOT TO
30"
R1 -1
NOT TO SCALE
N
36"
W1 -7
NOT TO SCALE
?sr.
W14 -1
NOT TO SCALE
THOMAS BROS. GU /DE PAGE 745, GRID H -4
W
� N
�1 VAN BUREN BLVD.
rQ
VRAME IA AV .
a; 2
SITE
v 3
VICINITY MAP
NT.S
SEC.26 T.3S. R.5W
BASIS OF BEARING
A
25219 FILE IN BOOK 301, PAGES 56,
INCLUSIVE, RIVERSIDE COUNTY, CALIFORNIA,
BEING N 89° 43' 50" E
NOTE:
THIS PROJECT IS BONDED AND IS TO
BE INSPECTED BY CONSTRUCTION INSPECTION.
INDEX OF SHEETS:
SHEET NO. (s) DESCRIPTION
SHEET NO. 1 SIGNING AND STRIPING PLAN
BENCH MARK
BRASS DISC STAMPED "V874" ON CONC.
POST FLUSH LOCATED NORTH OF VAN
BUREN BLVD. APPROX. 1400 FT WEST OF
SUTTLES DR.
1476.64
SCALE: HORIZ. AS NOTED VERT. N/A
TRACT NO. 30231 SHEET No.
I. P. NO. 130003
COUNTY OF RIVERSIDE 1
SCHEDULE "B"
STREET SIGNING AND STRIPING PLAN
OF 1 SHEETS I
1
0
FOR: WOODCREST ENGINEERS 7765 COUNTY
PARTNERSHIP FILE No. FILE No. a
TYPE N -1 (CA)
NOT TO SCALE
YELLOW RETROTRFLECTIVE