965yy_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.
3. ALL CROSSWALKS SHALL HAVE 10 FEET IN BETWEEN THE 12-INCH W141TE 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 W17H 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 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
R/W RIGHT OF WAY
C&G CURB AND GUTTER
CL CENTERLINE
TRACT BOUNDARY
LOT LINE
CONSTRUCTION NOTES &QUANTITIES:
* (D"INSTALL STOP SIGN PER R 1 F,
SEE DETAIL ON RIGHT..............................................................................7 FA.
* > 2 —INSTALL STREET NAME SIGN PER RIA,
SEE DETAIL ON RIGHT......................................-------..----.--.---..--....----- ......9 EA.
0—INSTALLW14-2 NO OUTLET SIGN PER CALTRANS STD,
SEE DETAIL 3 BELOW...............................................................................2 EA.
APPLY THEMOPLASTIC STOP BAR AND LEGEND PER CALTRANS STD,
A-24D...................................................................---.---..-- .......................2 FA.
** O—INSTALL 25 MI/HR SPEED LIMIT SIGN PER R i E
❑ SEE DETAIL 4 ON RIGHT.........................................................................2 EA.
** @—INSTALL R26 SPECIAL SIGN PER RIVERSIDE COUNTY STD.
U SEE DETAIL ON RIGHT ...................... ....2 FA.
01 C) **PLACE R1E AND R26 SIGN ON THE SAME POST
Q *PLACE R 1 F AND R 1A SIGN ON THE SAME POST
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"BLACK" TEXT ON
"YELLOW" —
BACKGROUND
BLACK BORDER
W 14-2
RIVERSIDE COUNTY
NO OUTLET SIGN
N. T. S.
N❑TE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
IN THE COUNTY OF RIVERSIDE, STATE Of CALIFORNIA
SIGNING AND STRIPING
TRACT No. 36826—
jj + ESCAL 14iiL5 uR,.G
E7flST• TR. 3603-5
! 100 300
50 ii 400
ii
ALL STREETS ARE PRIVATE (HOA MAINTAINED)
AND ARE NOT COUNTYMAINTAINED.
"WHITE" TEXT ON --
RED" BACKGROUND
0
24 ,•
1
Rv's/rRaiLERs °
IMTHIN
RESIDENTIAL AREAS
RIV. CIJiY. ORD. 413 N
RED" TEXT ON _�/ '
"WHITE" BACKGROUND
4 R-26 SPECIAL
RWRSIDE COUNTY
RV/TRAILER
NO PARKING SIGN
N.TS
The private engineer signing these plans is responsible for assuring the
Kew what�s below. accuracy and acceptability of the design hereon. In the event of discrepancies
"
rising after county approval or during construction, the private engineer shall MAR K BY DATE
callbefore �e you dig be responsible for determining an acceptable solution and revis ng the plans ENGINEER
for approval by the county.
REVISIONS
BORDER
APPRI DATE
COUNTY
Top View
Scalp: 112" - V-0"
SEAL -ENGINEER
QRp�ESSl
JAY
L NO. 75731
LO//
lCIVIV7FOF CA
PLAN
1
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
ElV C3 I IV E E 14S
68 79 AIRPORT DRIVE
RIVERSIDE, CA. 92504
95 1—6B8--024 1
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.
ALL —WAY STOP NOTE
SIGNING AND STRIPING PROPOSED HEREIN APPLIES
STRICTLY TO PRIVATE STREETS. THUS, AUTHORIZATION
15 NOT REQUIRED TO BE PROVIDED IN ACCORDANCE
TO STIPULATIONS FOUND IN BOARD POLICY G-8 WITH
RESPECT TO ALL -WAY STOPS.
APPROVED AS -BUILT
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/5/2023 By:
PLANS PREPARED BY
a
E1V0►NEERS
Civil Engineering Surveying mann#v
6879 Airport Drive, Riyerside, CA 92504
Tef:(951 ) 68$ 41 x: } 688-0599
UJnder the
Supen9srbn o �
it ! kism, R.0 E. 75731 Dr 0 0. 8 Date:
DESIGNED BY: RR DRAWN BY: TG I CHECKED BY: RR
1-Til�lit.'L' ! lif:fm, et+�ZLW_1 § rlSIW"ffl :1�+1�+1►+:
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-7I A-77---.
ELEV.: 1058.40 (NA VD88)
SCALE.- AS NOTED V.- N/A
SECTION ] T. 55 R. 6W
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MINES
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VICINITY MAP
OF SHEETS:
ND -Ls DESCRIPTION
NO. I ......................... CONSTRUCTION & OETA
SHEET
BRA C T NO. 36826 --1 I.P. Na 17001 SHEET NO.
COUNTY OF RIVERSIDE
SCHEDULE A
SIGNING AND STRIPING PLAN
CONSTRUCTION & DETAILS SHEET OF 1 SHTS
FOR: W. 0. COUNTY
FORESTAR TOSCANA 8736 FILE NO. 965-YY
DEVELOPMENT COMPANY