964xx_ssSIGNING & STRIPING GENERAL NOTES
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
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.
3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12-INCH WHITE OR YELLOW
STRIPES.
4. ALL DOUBLE YELLOW STRIPES SHALL HAVE 3-INCH BLACK PAINTED 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 TO 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 IN
TWO COATS.
7. ALL RPMS SHALL BE INSTALLED WITHIN 7 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 THE STANDARD SIZE SIGN PANEL ON A 2" SQUARE
PERFORATED STEEL TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE, FASTENED WITH
RIVETS WITH STAINLESS STEEL WASHERS, UNLESS OTHERWISE NOTED. THE EXACT LOCA77ON 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
8Y THE ENGINEER. THE CONTRACTOR SHALL DELIVER REMOVED SIGNS TO THE COUNTY YARD OR
AS DIRECTED BY THE ENGINEER.
10. THE CONTRACTOR SHALL LAY -OUT (CAT -TRACK) THE PROPOSED SIGNING, STRIPING, AND
PAVEMENT MARKINGS IN ACCORDANCE WITH THE PLANS AND OBTAIN THE ENGINEER'S APPROVAL
PRIOR TO ACTUAL INSTALLATION.
11. PRIOR TO RESTRIPING, ASPHALTIC EMULSION SHALL BE APPLIED TO ALL SURFACES THAT
WERE SANDBLASTED.
LEGEND
STOP
PROPOSED REFLECTORIZED' STOP BAR & LEGEND
y
PROPOSED STREET SIGN & POST
RAW
RIGHT OF WAY
EP
EDGE OF PAVEMENT
C&G
CURB AND GUTTER
CL
CENTERLINE
TC
TOP OF CURB
LT. STD. PROP. ST. LIGHT
TRACT BOUNDARY
R/W
LOT LINE
CONSTRUCTION NOTES & QUANTITIES:
O—INSTALL R2-1 SPEED LIMIT SIGN PER CALTRANS STD
SEESHEET 2............................................................................................3 EA.
SIGNING AND STRIPING PLAN
TRACT No. 36825
OWNER/APPLICANT
FORESTAR TOSCANA DEVELOPMENT COMPANY
4590 MACARTHUR BLVD., SUITE 600
NEWPORT BEACH, CA 92660
TEL: 949--- 748-6714
ENGINEER
SIGNING & STRIPING GENERAL NOTES
a� � wIEERs
6879 AIRPORT DRNE
RIVERSIDE, CA. 92504
951-688---0241
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), 2014 EDITION, THE JANUARY 13,
2014 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 2014
MUTCD.
ALL —WAY STOP NOTE
SIGNING AND STRIPING PROPOSED HEREIN APPLIES
STRICTLY TO PRIVATE STREETS. THUS, AUTHORIZATION
IS NOT REQUIRED TO BE PROVIDED IN ACCORDANCE
TO STIPULA77ONS FOUND IN BOARD POLICY G-8 WITH
RESPECT TO ALL -WAY STOPS.
ALL STREETS ARE PRIVATE AND ARE
NOT COUNTY !MAINTAINED.
�—INSTALL W14-1 NO OUTLET SIGN PER CALTRANS STd +ri 1� ± �`=a'`ri:Li ~r
SEE SHEET 2............................................................................................. I EA. ' ' - -
r �__ 29 3D EAS/O,�l�.
T
0—INSTALL R4---7 KEEP RIGHT SIGN PER CALTRANS STD
SEESHEET 2.............................................................................................5 EA. -_j t N
1 = �� N0. 80614
EXP. 03-31-23
4—INSTALL WI-7 TWO DIRECTIONAL ARROW SIGN j I �a ;;-�, tia
*
PER CALTRANS STD SEE SHEET 2...........................................................5 EA. �=
CIVII. Q.
5 INSTALL R-26 SPECIAL SIGN PER RIVERSIDE COUNTY STDOF CA0\
,.�': '� 1= �-. � � � "=�1 •- 9
SEE SHEET 2........................................................................................ 3 EA. r 1' r 4 - . - - - SUNDROP DRIVE ��7j ❑❑
- r:: _ ` _ APPROVED AS -BUILT
INSTALL W8 3 PAVEMENT ENDS SIGN PER CALTRANS STD 4 J `.1 , rj, �j S AS BUILT PLANS
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
`
SEE SHEET 2 .2 EA. TR. 36826-4
7 INSTALL W16-2A DISTANCE PER PLAN SIGN PER CALTRANS STD '; - r+' ,- t ,.0—9/5/2023 — — `=r
r DATE 10 24 22
( ) � y ti �. � -. �fI - SIGNATURE Date: By:
SEE SHEET 2..........................................................................................2 EA. 1 =
4
...
�—PAINT 4 14" DOUBLE rELLOW STRIPE PER CALTRANS STD PLANS,-
❑ PLAN NO. A20A, DETA 21.......................................... 1240 L.F.
� SECTION ] T. 55 R. fi W
O —INSTALL 36" RI-1 STOP SIGN PER CALTRANS STD, SEE SHEET 2.......10 EA. 26
IC APPLY THERMOPLASTIC STOP BAR AND LEGEND PER CALTRANS STD.... I I EA. Y f - __ l
�I TR. 364r = w
JII
q 11 ---INSTALL BARRICADE SIGNS PER RIVERSIDE COUNTY STD. 810...............E EA. 27 Q 0
yx
Vi 12 —INSTALL W4-4P CROSS TRAFFIC DOES NOT STOP SIGN 11� - ' ff SITE
PER CALTRANS STD, SEE SHEET 2......................
r _
fl j 13 —INSTALL W6-1 MEDIAN AHEAD SIGN PER CALTRANS STD -
t
I- SEE SHEET 2........ ........ -............ ....2 EA.
CJ(14 —INSTALL W 1-6 ONE DIRECTIONAL ARROW SIGN PER CALTRANS STD
w SEE SHEET 2..... ...1 EA. \`. �, MINES SYCAM RE 5�9� r Uj
0 Q
C� CD15 —INSTALL R3-27 NO STRAIGHT THRU SIGN PER CALTRANS STD (; _. CREEK ny i5 CY4/ o
LLJ N1 SEE SHEET 2.......... ............. .................... .................................................. I EA- 'QQ
16 ----INSTALL R3-2 NO LEFT TURN SIGN PER CALTRANS STD -
Q .. 1 EA. -., W MINES
SEE SHEET 2...................................................
Cl- 17 INSTALL R3-1 NO RIGHT TURN SIGN PER CALTRANS STD , �T
SEESHEET 2.. ...... ...................................................................I EA.LLJ T.S
LIJ
`• ! ,- _
I— Ah VICINITY MAP
C3 INDEX OF SHEETS:
W U 300 0 300 600 900 SHEET NO.Ls] DESCRIPTION
SHEET NO. I ................. INDEX SHEET
J
(�7 SHEET NO. 2-3.....................DETAILS SHEETS
QL
O SCALE- 1 " = 300'
SHEET NO. 4-5.....................CONSTRUCTION SHEETS
D o N❑TL: SEAL --ENGINEER P`MS A%-P"'f° BENCH MARK: NGS 71 A 77 PIDDX5558 TRA CT NO. 36825 1. P. NO 170020 SHEET NO.
WORK CONTAINED WITHIN THESE PLANS �� ' m 170 FEET SOUTH OF THE SOUTHWEST -CORNER OF
z SHALL NOT COMMENCE UNTIL AN Q� COLDWATER WASH BRIDGE, 97 FEET WEST OF THE COUNTY OF RIVERSIDE
Q ENCROACHMENT PERMIT AND/OR A ,`c 1AY �p E 11 �' � ►E E%S 1V WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET SCHEDULE "A "
Ca GRADING PERMIT HAS BEEN ISSUED. �c C 4 Ero"eer#W �ey�' ► ftry iW EAST OF THE RIGHT OF WAY FENCE. THE BENCH
q Ui 4n 6879 Airport Drive, Riverside, CA 92504 MARK IS A CALIFORNIA DIVISION OF HIGHWAYS SIGNING AND STRIPING
W LLJ x NO. 75731 Te :(9S 1 ) 688-0241 ax: 1 } 6s8-0599 U IXP. s-30-18 under the BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE
Cl)* * �
The private engineernLZ. STAMPED---BM-71 A-77---. TITLE SHEET OF 5 sHTs
signing these plans is responsible far assuring the 1 JS 3-2021 AS -BUILT Super � ELEV.: 1058.4❑ (NA U Accuracy and acceptabik'ty of the design hereon. In the event of discrepancies Allfc krsorr R.� . 06JO.18 Date.
crvl►. FOR: W.O. COUNTY
Know what's below. arising after county approval or during construction, the private engineer shall MARK BY DATE APPR DATE `P" �r [ ��' SCALE. N A fORESTAR TDSCANA 8. FIEF COUNTY
964-XX
Q be responsible far determining an acceptable solution and revising the plans REVISIONS �` yr ���E
Call before you dig. far approval by The county. ENGINEER COUN�y DESIGNED BY: RR DRAWN BY: LR CHECKED BY: MA H AS NOTED 11 IDEVELOPMENT COMPANY
30"
"BLACK" TEXT ON —
"WHITE" BACKGROUND
L
'
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0
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a
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LIl
cl-
1<1�
CL
LO
R2-1 �35�
MUTCD
SPEED LIMIT SIGN
N.T.S.
BLACK BORDER
"BLACK" TEXT 0
"YELLOW"
BACKGROUND
6 W8-3
MUTCD
PAVEMENT ENDS SIGN
N.T.S.
"B LAB., r\ J I Ivl o V L V I V
"YELLOW" BACKGROUND
13 W6— 1
MUTCD
DIVIDED ROAD SIGN
N.T.S.
"BLACK"
"YELL
BACKGF
0
"BLACK" SYMBOLS \jiv
"WHITE" BACKGROUND
W14-2
MUTCD
NO OUTLET
N.T.S.
A
"BLACK" TEXT O
"YELLOW"
BACKGROUND
A
B
C
D
E
F
G
H
24"
12"
.375"
.625"
4"
4D"
VAR
1.5"
30"
18
.5"
.75"
6.5"
5D"
VAR
1.875"
11111.00041010001 ::3o0
0___ W16-2AP
MUTCD
300 FEET SIGN (1 LINE)
N.T.S.
"BLACK" SYMBOL ON
"YELLOW" BACKGROUND
NEITE
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
® ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
■7�i►a7ls■Ta1■7■1�►+
36"
�4 W1 -6
MUTCD
ONE DIRECTIONAL
ARROW SIGN
N.T.S.
r the private engineer signing these plans is responsible for assuring the 1 JS 3-2021 AS -BUILT
w riAAatps below. accuracy and acceptability of the design hereon. In the event of discrepancies
rilA arising after eaunty oppr vol ar during construction, the private engineer shall MARS'( BY �AT�
be responsible for determining an acceptable solution and revising the plans
Call before you dig. far nppm"vol by the county. E N G I N ER
REVISIONS
1] A "
3 R4-7
MUTCD
KEEP RIGHT SIGN
N.T.S.
"RED" SYMBOL
ON "WHITE"
BACKGROUND
"BLACK" SYMBOL
ON "WHITE"
BACKGROUND
f:111[y:0:1i1N61a►
"BLACK" SYMBOL ON
"WHITE" BACKGROUND
R3-27
MUTCD
NO THRU SIGN
N.T.S.
APPRI DATE
COUNTY
SEAL -ENGINEER
A JAY
1�
x NO. 75731
* EXP.6-30-18
VM
"WHITE" TEXT ON —
"RED" BACKGROUND
36"
4 W1 -7
MUTCD
TWO DIRECTIONAL ARROW
SIGN
N.T.S.
"WHITE" TEXT ON
RED" BACKGROUND
24"
RV'S/1RAILERS _
MTH1N
RESIDENTIAL AREAS
FIV. CM'Y. ORD. 413
"RED" TEXT ON
"WHITE" BACKGROUND
5 R--26 SPECIAL
RIVERSIDE COUNTY
RV/TRAILER
NO PARKING SIGN
N.T.S.
B
C
❑
E
F
'
.375"
6"
6C"
3"
7.75"
'
.625"
8„
8C„
4„
10„
'
.75"
10"
10C"
5"
12.5"
'
.875"
12"
12C"
6"
15"
'
1.25"
16"
16C"
8"
20"
DUCE SPACING 40%
1mr,
@__EMU_TCD
STOP SIGN
N.T.S.
"RED" SYMBOL
ON "WHITE"
BACKGROUND
"BLACK" SYMBOL
ON "WHITE"
BACKGROUND
R3-2
" MUTCD
NO LEFT TURN SIGN
N.T.S.
RED BORDER
!NE
SIZE
SERIES
COLOR
FONT
UC
LC
1
5"
B
WHITE
FHWA
X
2
4"
C
RED
FHWA
X
—5
3"
B
RED
FHWA
X
6
1.5"
C
RED
FHWA
X
"BLACK" TEXT ON �
"YELLOW" BACKGROUND
OFESS/p�i�
c� pDAI(,�� Fti
�P y
NO. 80614 `n
* EXP. 03-31-23
sl clv1�.
i � • C�ilii
CROSS TRAFFIC
DOES NOT STOP m
36"
W4-4P
12 MUTCD
CROSS TRAFFIC DOES NOT
STOP SIGN
N.T.S.
9�OFCAPPROVED AS -BUILT
AS -BUILT PLANS RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
DATE 10-24-22 Date: 9/5/2023 By, lff-7I- �
SIGNATURE r�,C
BLACK BORDER R„ BLACK BORDER
"RED" SYMBOL
ON "WHITE"
BACKGROUND
"BLACK" SYMBOL
ON "WHITE"
BACKGROUND
PLOS R?EPA"31
BENCH MARK: NGS 71 A 77 E DX555
170 FEET SOUTH OF THE SOUTHWEST CORNER OF
COLDWATER WASH BRfDGE 97 FEET WEST OF THE
Vhiv"AHE S WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET
Civ9 Engineering Surveying Henning FAST OF THE RIGHT OF WAY FENCE THE BENCH
6879 Airport Drive, Riverside, CA 92504 MARK IS A CALIFORNIA DIVISION OF HIGHWAYS
Te1:(951) 688— 41 • x 688-0599 BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE
Under the . s , STAMPED --- BM-71 A-77-- -
s�' °�
Alit kison, R.E. 1 Exp. 06.30.18 Date. ELEV.: 1058.40 (NAVD88)
DESIGNED BY: RR I DRAWN BY: LR I CHECKED BY: MA SCALH AS NOTED V N/A
R3-1
&_ MUTCD
NO RIGHT TURN SIGN
N.T.S.
ALL STREETS ARE PRIVATE AND ARE
NOT COUNTY !MAINTAINED.
TRACT NO. 36825 1. P. NO 170020
COUNTY OF RIVERSIDE
SCHEDULE "A "
SIGNING AND STRIPING
DETAILS SHEET
FOR: W. 0. COUNTY
FORESTAR TOSCANA 873� FILE NO
DEVELOPMENT COMPANY
SHEET 110.
2
OF 5 SHTS
964-XX
C�
I _
■
Lc
o Vie' 02—Scala: lid" "
11TM TV ■ w
h
FV
Z`'
SPEED
/F_ 74
TO
LIMIT
s
P3
STO P
PAP�KIN
35
P4
ON LY
WITHIN
A,
�.
CROSSWALK
a
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CD
r-
CROSSVX"ALK
AHEAD
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CAL\F�\�
Lij
M
�'
-
—
0
0 l
AS -BUILT PLANS
cj!�
DATE 10-24-22
SIGNATURE
4
wNOTE.
APPROVED AS -BUILT
F~
2" ROUND POSTS PER MUTCD
L
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/5/2023 By:
w
w
ALL STREETS ARE PRIVATE AND ARE
NOT COUNTY MAINTAINED.
�
�
rl
a
o
NOTE:
SEAL —ENGINEER
PLOS PREPS BY
BENCH MARK. NGS 71 A 77 PIDDX5558
TRACT NO, 368.25 1. P. NO 170020
SHEET NO.
170 FEET SOUTH OF THE SOUTHWEST CORNER OF
COLDWATER WASH BRIDGE 97 FEET WEST OF THE
Z
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
��RpFESSI
COUNTY OF RIVERSIDE3
Q
ENCROACHMENT PERMIT AND/OR A
,`c - JAY �
E N G 1 N E E 14 S
�'
WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET
SCHEDULE 'A"
U
GRADING PERMIT HAS BEEN ISSUED.
c,
Erraeer survaYe►�s ►��rrnoi►�g
6879 Airport Drive, iverside, CA 92504
EAST OF THE RIGHT OF WAY FENCE THE BENCH
SIGNING AND STRIPING
U
NO. 75731 z
* EXP. 5-30-18 �r
Tel:(951) 688-024 Fa } 688-0599
under the
MARK IS A CALIFORNIA DIVISION OF HIGHWAYS
BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE
STAMPED A-77---.
OF 5 SNTS
Q
,J S
3-2021
AS -BUILT
Q_U
below
The private engineer signing these plans is responsible for assuring the
accuracy and acceptability of the design hereon. In the event of discrepancies
CIVIC
Supervision of,.
Mit kiss, R.C.. 5731 Exp. 06.30.18 iwe..
ELEV.: 1058.40 (NAVD88)
AESTHETIC DETAILS PER M U TC D
FOR:
FORESTAR TOSCANA
W. D.
s736
COUNTY
FILE NO. 964-XX
� LLJ
cl-Knowwh
Q
►1ff11at �
Call before dig■
onsing after county approval or during construction, the private engineer shall
be responsible for determining an acceptable solution and revising the plans
for
MARK
BY
DATE
REVISIONS
APPR
DATE
`fj,� �Q'
� '��
DESIGNED BY: RR DRAWN BY: LR
CHECKED BY: MA
SCALE. N A
AS NOTED I
you
approval by the county.
ENGINEER
COUNTY
H• V.
DEVELOPMENT COMPANY
Plot Uate: 5/.S7/1U78
w
QD
U7
F�-
Q
z
0
Cn
W
CC
r
LLJI
QC
w what's below.
Call before you dig.
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
The private engineer signing these plans is responsible for assuring the Q JS 3-2021 AS -BUILT
accuracy and acceptability of the design hereon. In the event of discrepancies
onsing after county approval or during construction, the private engineer shall MARK I BY DATE
be responsible for determining on acceptable solution and revising the plans
for approval by the county. ENGINEER
REVISIONS
,sIJNDROP
.
I " %'V` —
FUTURE SIGNING 0 •0 120
STRIPINGAND ;ri1�.iris
111A iiiil•
PER TR • :0 160
r
APPRI DATE
COUNTY
SEAL -ENGINEER
AY
N0. 75731
* EXP. 6-30-18
OF CALIF%
rf 120
f :/ 160
.0
PL4NS PREPAWD
kkian
ENO►NEH"s
C" Erwk7e irig su rveyirw mare w
6879 Airport Drive, Riverside, CA 92504
Tek(951) 688— 241 a 1) 688-0599
Under �ision ' - • ■
Superyef.'
Alii r r, .30.IS Qate:
DESIGNED BY: RR I DRAWN BY: LR I CHECKED BY: MA
� a'w
A
QOFESS/p��
D A I(,Q�q
W � �
NO. 80614 N z
EXP. 03-31-23 / *
�► 4bt
CAL\F�\�
APPROVED AS -BUILT AS -BUILT PLANS
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
G7 DATE 10-24-22
Date:9/5/2023 By: r SIGNATURE
CONSTRUCTION NOTES
0—INSTALL R2-1 SPEED LIMIT SIGN PER CALTRANS STD, SEE SHEET 2
0— INSTALL R4-7 KEEP RIGHT SIGN AND OM1-3 PER CALTRANS STD, SEE SHEET 2
0— INSTALL WI-7 TWO DIRECTIONAL ARROW SIGN, PER CALTRANS STD, SEE SHEET 2
(D— INSTALL R-26 SPECIAL SIGN PER RIVERSIDE COUNTY STD, SEE SHEET 2
0— INSTALL 1418-3 PAVEMENT ENDS SIGN PER CALTRANS STD, SEE SHEET 2
V— INSTALL W 16-2A (DISTANCE PER PLAN) SIGN PER CALTRANS STD, SEE SHEET 2
@-PAINT 4'14" DOUBLE YELLOW STRIPE PER CALTRANS STO PLANS,
PLAN NO. A20A, DETAIL 21
0— INSTALL 36" R1--1 STOP SIGN PER CALTRANS STD, SEE SHEET 2
70 — APPLY THERMOPLASTIC STOP BAR AND LEGEND PER CALTRANS STD
11 — INSTALL BARRICADE SIGNS PER RIVERSIDE COUNTY STD. 810
12 — INSTALL W4-4P CROSS TRAFFIC DOES NOT STOP SIGN PER CALTRANS STD,
SEE SHEET 2
i3 ` INSTALL W6--1 MEDIAN AHEAD SIGN PER CALTRANS STD, SEE SHEET 2
14 — INSTALL W1-6 ONE DIRECTIONAL ARROW SIGN PER CALTRANS STO
SEE SHEET 2
170 FEET SOUTH OF THE SOUTHWEST CORNER OF
COLDWATER WASH BRIDGE, 97 FEET WEST OF THE
WEST EDGE OF CONCRETE PAVEMENT AND 2 FEET
EAST OF THE RIGHT OF WAY FENCE THE BENCH
MARK IS A CALIFORNIA DIVISION OF HIGHWAYS
BRASS DISK IN 2 INCH IRON PIPE AND CONCRETE
STAMPED --- BM-71 A-77---.
ELEV.: 1058.40 (NA VD88)
SCALE:.AS NOTED 1/• NIA
ALL STREETS ARE PRIVATE AND ARE
NOT COUNTY MAINTAINED.
TRACT NO. 36825 I.P. NO 170020 SHEET NO.
COUNTY OF RIVERSIDE 4
SCHEDULE "A "
SIGNING AND STRIPING
TEMESCA L HILLS DRIVE of 5 sHTs
FOR: W. 0. COUNTY
FORESTAR TOSCANA 87J6 FILE NO. 964-XX
DEVELOPMENT COMPANY
Plot Dote: 51112018
r ExrsTiNc s1cN
�( EXISTING
STOP
BAR
w
EXISTING
STOP
a
BAR Z
� J
a
c3
w
ws
EXISTING
STOP
BAR
CONSTRUCTION NOTES
- INSTALL R2-1 SPEED LIMIT SIGN PER CALTRANS STD, SEE SHEET 2
(D- INSTALL W14-2 NO OUTLET SIGN PER CALTRANS STD, SEE SHEET 2
�- INSTALL R4-7 KEEP RIGHT SIGN AND OM1-3 PER CALTRANS STD, SEE SHEET 2
INSTALL R-26 SPECIAL SIGN PER RIVERSIDE COUNTY STD, SEE SHEET 2
�- INSTALL W8-3 PAVEMENT ENDS SIGN PER CALTRANS STD, SEE SHEET 2
0- INSTALL W16-2A (DISTANCE PER PLAN) SIGN PER CALTRANS STD, SEE SHEET 2
o - INSTALL R 1-1 STOP SIGN PER CALTRANS STD, SEE SHEET 2
APPLY THERMOPLASTIC STOP BAR AND LEGEND PER CALTRANS STD
q
INSTALL
BARRICADE SIGNS PER RIVERSIDE COUNTY STD. 810
Cl-
13 -
INSTALL
W6-1 MEDIAN AHEAD SIGN PER CALTRANS STD, SEE SHEET 2
Q
95
-INSTALL
R3-27 NO STRAIGHT THRU SIGN PER CALTRANS STD, SEE SHEET 2
@
-INSTALL
R3-2 NO LEFT TURN SIGN PER CALTRANS STD, SEE SHEET 2
17 -
INSTALL
R3-1 NO RIGHT TURN SIGN PER CALTRANS STD, SEE SHEET 2
O
Ilk
CLIFTON ROAD
PER TR 36826-2
�x�sTING
51 GNING
AND STRIPING
PER FUTURE TR
INSTALL BARRICADE
PER STREET PLAN
PER STREET PLAN
ARCH HILL DRIP
FUTURE SIGNING
AND STRIPING
PER FUTURE TR
w 4! 120
IZA P1///%%////////////////////,
! :! 1 ■2
4!
�OQQFESS/p�\
ua IL RF9 Fy�
NO. 80614 `n
* EXP. 03-31-23
,fq CIVI'- �Q
\6F CAL\F
AS -BUILT PLANS
DATE 10-24-22
AT
SIGNURE ,
r►
APPROVED AS -BUILT
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/5/2023 _ By:—
ALL STREETS ARE PRIVATE AND ARE
NOT COUNTY MAINTAINED.