962m_ss„.
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 RI-1
12 -INCH WHITE OR YELLOW STRIPES. --1
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, 26
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 MU)
A40NUMENT 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 APPROPRIATE
MONUMENTATION BY A LICENSED LAND SURVEYOR OR A
REGISTERED CIVIL ENGINEER AUTHORIZED TO PRACTICE LAND
SURVEYING. A CORNER RECORD OF SURVEY, AS
APPROPRIATE, SHALL BE FILLED BY THE LICENSED LAND
SURVEYOR OR REGISTERED CIVIL ENGINEER AS REQUIRED BY
THE LAND SURVEYOR'S ACT
CONSTRUCTION NOTES & QUANTITIES:
QUANTITIES ARE FOR BONDING PURPOSES ONLY -
CONTRACTOR TO BID PROJECT BASED ON HIS OWN W
o "TAKE -OFF"
INSTALL STREET NAME SIGN PER COUNTY OF 2 EA.
Q RIVERSIDE STD. No. 816
cn t�2 INSTALL STD. SIZE REFLECTORIZED SIGN AS 10 EA.
Q1 INDICATED ON PLANS PER CALTRANS STANDARD
o z (2- PLACE "NO RV PARKING" SIGN PER DETAIL AT 1 EA.
Q RIGHT
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a LEGEND PROPOSED STREET SIGN & POST
z o + PROPOSED STREET SIGN & POST
o N v R/W RIGHT OF WAY
® w EP EDGE OF PAVEMENT
Q m C &G CURB AND GUTTER
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o NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL
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AND/ OR GRADING PERMIT HAS BEEN ISSUED
Y
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COLOR
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UC
LC
1
5"
Q
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FHWA
X
SIGNING AND STRIPING PLAN
W
4 "
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RED
THE PRIVATE ENGINEER SIGNING THESE PLANS IS
X
SHEET No.
_
3"
Q W
RED
RESPONSIBLE FOR ASSURING THE ACCURACY AND
X
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1.5"
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ACCEPABILITY OF THE DESIGN HEREON. IN THE EVENT OF
X
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o I—
DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR
SCHEDULE "B 99
v Manning
SUTTLES DR.
DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE
SIGNING AND STRIPING PLAN
, CA 92504
) 688 -0599
®
RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION
OF 1 SHEETS
< 0-
C befm 011
AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY,
MARK
BY
23 /yC
V
ELEV.: 1476.64
pu
ENGINEERS SEAL
1
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WOODCREST PARTNERSHIP
P.O. BOX 18929
ANAHEIM, CA 92817
TEL: 213- 880 -2285
24"
TYPE N -1 (CA)
NOT TO SCALE
YELLOW RETROTRFLECTIVE
PARKING
RV'S /TRAILERS
WITHIN
RESIDENTIAL AREAS
RIV. CNTY. ORD 413
wZymmm
HNOINHeRs
6879 AIRPORT DRIVE
RIVERSIDE, CA. 92504
951- 688 -0241
LIN
SIZ
SERIES
COLOR
FONT
UC
LC
1
5"
B
WHITE
FHWA
X
SIGNING AND STRIPING PLAN
2
4 "
C
RED
FHWA
X
SHEET No.
-5
3"
B
RED
FHWA
X
6
1.5"
C
RED
FHWA
X
f
NO RV P D ETAIL
VOT TO
S I
30"
HIM
NOT TO SCALE
NOT TO SCALE
ZI
36"
am
NOT TO SCALE
e5
„
W14 -1
NOT TO SCALE
THOMAS BROS GUIDE PAGE 745, GRID H -5 (2006)
o
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c') VAN BUREN BLVD.
o z
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KRAMERIA AVE Y
N O m
z w z
ACCESS
POINT PONDEROSA DR. g 3
PROP.
S!
MP's ACCESS
PROP. POINTS
IMP' MARIPOSA AVE.
FUT
IMP. VICINflY MW
N.T.S
SEC.26 T 3S. R.51f
80 0 80 160 246
25219 FILE IN 7SKGFS 66,
INCLUSIVE, RIVERSIDE COUNTY, CALIFORNIA,
BEING N 89' 43' 50 " E
NOTE:
THIS PROJECT
BE INSPECTED
PECTION. I
DATE I REVISIONS ' APPRJ DATE I DESIGNED BY: MRB I DRAWN BY: MRB I CHECKED BY: C
SCALE: HORIZ. AS NOTED VER7: N/A I FOR: ARTNERSHIP I FILE 7765 I C OUTY
N
0
0
a
W3 -1
INDEX OF SHEETS:
SHEET NO.(s)
DESCRIPTION
SHEET NO. 1
SIGNING AND STRIPING PLAN
BENCH MARK
TRACT NO. 30238
SHEET No.
BRASS DISC STAMPED 'VB14" ON CONC.
I.P.NO. 130004
POST FLUSH LOCATED NORTH OF VAN
COUNTY OF RIVERSIDE
f
BUREN BLVD. APPROX. 1400 FT WEST OF
SCHEDULE "B 99
v Manning
SUTTLES DR.
STREET
SIGNING AND STRIPING PLAN
, CA 92504
) 688 -0599
OF 1 SHEETS
23 /yC
ELEV.: 1476.64
DATE I REVISIONS ' APPRJ DATE I DESIGNED BY: MRB I DRAWN BY: MRB I CHECKED BY: C
SCALE: HORIZ. AS NOTED VER7: N/A I FOR: ARTNERSHIP I FILE 7765 I C OUTY
N
0
0
a
W3 -1