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RIVERSIDE COUNTY
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ISCREE-N I.D. & ANTI INK R_
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_71->_1
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f INT I
13+87.84 OLD CREEK COURT =
10+00.45 BELMONT HEIGHTS
5
4
3
2
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SIGNING .AND STRIPING PLANS FOAr
PC#1 COMMENTS - AS BUILT
??AFN6!11 MALLEY 160 1) REMOVE ALL REDLINE
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rrr?A rr JV0 5755 45-JJ
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20
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18
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71 /V
23
2) SUBMIT CLEAN SET OF PLANS IN ORIGINAL SIUNED
NOx 3i6sf4i6Ar2 PLANS WITH COUNTY FILE #. Obtain from Survey original signed plans with
22
71
County File #.
3) AS BUILT WITH Aaron Parker Stamped and signed As -built.
MACr NO. 36546-2 Transckr: Dennis, 10/05/2023
PHASE BOUNDARY 1'f� f rr �il�� '�3f55 15-Y
72
46
45
47
44
43
42
lb
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30 56 55
37 = 36
8 35 56
34 2_ 136 2
.5 62 ROCKBRIDGE` WAY_ 6
7 1 13f31.34 BELMONT HEIGHTS _ 57
s
4 `' 52 33 5
12 58
4 j R1W 14 � HTS s
INT. T �' I10+00. 00 HAMP70N COURT =
_ 12 15+34.38 BELMONT HEIGHTS
BE`1A�IONT - 2
ROCKBRIDGE 60
l4 3 R/W OVA Y 61
62
67 66 65 64 63 7 69
56' r 5" s
3� 5 s RAW
36' 3 e ��-==�
- - - J-
-
27 DRIVE 28
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2 1 s� 251400 9
70 NO-
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5 `SOLID DOUBLE YELLO j , ► i IPRIVC 24+ 11.99 CALISTOGA DRIVE"
r) ` f STRIPING OYP.) G'p VALK 40063
NO -
SEE
C INT. GRAPAMC SCALE"
R
10+00 92 OLD CREEK COURT =
20+77.03 CAU.STOGA DRIVE
�i / /
60 0 60 120 180
24
25 TRACT
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26 �
40
27
28 39
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50
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Ok to process
Construction
Inspection
No.68547
CIV I\-
G ND
PROJECTBOUNDARY -------- -- -- -----�
CENTERLINE - --
CURB
PROPOSED STREET SIGN
MUTCD SIGN 99ART
RI-1
SPEED
R2-1 LIMIT
25
W14-2 N�
OUTLET
Q2YS.LR71VCON NOES
DESCRIPTIQN OUAN777Y
�1 INSTALL SIGN R1-1 "STOP'" PER MUTCD, LATEST EDI770N. 5 EA.
INSTALL STREET NAME SIGN PER COUNTY OF RIVERSIDE STD. NO. 1221, 1222. 5 EA.
L� I APPLY THERMOSTATIC PAVEMENT LEGEND PER CAL TRANS STANDARD PLANS, 5 EA
PLAN NO. A24D.
¢ APPLY THERMOSTATIC PAVEMENT STOP LINE PER CAL TRANS STANDARD PLANS,
PLAN NO. A24E. 5 �'
L.I INSTALL SIGN R2-1 "SPEED LIMIT , -25 M.P.H. - PER MUTCD, LATEST EDITION. 2 EA.
® INSTALL SIGN W14-2 '"NO DU7zET- PER MUTCD, LATEST EDITION. 3 EA.
Q7 INSTALL SIGN R-RV "NO PARKING RV'517RAILERS WITHIN RESIDENTIAL AREAS" 2 EA.
PER RIVERSIDE COUNTY ORDINANCE 413.
N"�- AND STRIPING N
1. ALL TRAFFIC STRIPES, PAVEMENT MARKINGS AND SIGNS SHALL BE REFLECTORIZED
AND STANDARD SIZE. ALL STRIPING AND MARKING DETAILS SHALL MATCH . CAL TRANS
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 MARIOVGS SHALL BE REMOVED BY
SANDBLASTING OR GRINDING A RECTANGULAR AREA COVERING THE WHOLE MARKING.
3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12-INCH WHITE OR YELLOW
STRIPES.
4. ALL DOUBLE YELLOW .57RIPES SHALL HAVE 3 /NCH PAINTED BLACK LINE SEPARATING
THE YELLOW STRIPES.
5 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRAFFIC STRIPES, RAISED
PAVEMENT MARKERS (RPM`S), 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 ,GARS
SHALL BE APPLIED WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC STRIPES SHALL
BE PAINTED IN TWO COATS
7. ALL RPM'S SHALL BE INSTALLED WITHIN SEVEN WORKING DAYS OF ROADWAY STRIPING.
ALL EXISTING RRM'S 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 3/8" 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 -TRACT) THE PROPOSED SIGNING, STRIPING,
AND PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE
ENGINEER'S APPROVAL PRIOR 70 ACTUAL INSTALLA770/V.
11. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES
THAT wERE SANDBLASTNo_
'VACANT -
SITE FAIRBROOK
DRIVE
PARKWAYORY
� COURTRCE
TOWNK
AVENUES
a
�o
/N Y. MAP
NOT TO SCALE
THOMAS BROTHERS PG 929, GRID B-4, 8-5
2005 EDITION
S18, T7S, R2W
- - - - - - - AS - BUILT