964f_ss (2)CONSTRUCTION NOTES & QUANTITIES:
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED.
0 INSTALL STOP SIGN PER R1F SEE SHEET J............................................................................3 EA.
INSTALL STREET AAME SIGN PER R1A, SEE SHEET3...............................................................3 EA.
INSTALL W 14 -2 NO OUTLET SIGN PER CAL TRANS STD, SEE SHEET ,3....................................1 E4.
LEGEND
CIL CENTERLINE
—+�— PROP. CHAIN —LINK FENCE
PROP. BLOCK WALL
DIRECTION OF FLOW
-- �r EX. CHAIN LINK FENCE
EXISTING EDGE OF PAVEMENT'
® SCOPE OF SIGNING AND STRIPING
710�14
ALL NEW SIGNS SHALL CONFORM TO THE FEDERAL
HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTC),
2012 EDITION, AND THE JANUARY 2012 CAL TRANS
MUTCO CALIFORNIA SUPPLEMENT SIGN CODES WITHIN
PARENTHESES SHALL REFER TO THE SIGNS CONTAINED IN
THE MUTCD CALIFORNIA SUPPLEMENT. ALL OTHER SIGN
CODES SHALL REFER rO THE 2012 MUTCD. ALL SIGN
SIZES SHALL BE THE STANDARD SIZE SHOWN IN THEIR
RESPECTIVE PUBLICATIONS UNLESS NOTED OTHERWISE ON
THE PLAN.
SECTION 1, T. 55, R. p'rV
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AS -BUILT PLANS
DATE 09-22-23
J SIGNATURE
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APPROVED AS -BUILT '
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/29/2023 BY
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TRACT 36593
BOUNDARY
NOTE:
WORK CONTAINED WITHIN THESE PLANS
SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT ANDIOR A
GRADING PERMIT HAS BEEN ISSUED.
IN THE COUNTY OF RIVERSIDE, STATE OF CALIFORNIA
SIGNING AND STRIPING
TRACT 36593
ft #*do 6vww mF%V Mesa om a rye for aft" #*
oacrmw aid oomfow or ft doso MMVL M ft of daffopmw
� � &W MO � MARKBY DATE
be nwp&W* f'" CAWD"O by OW COWA51. I ENGINEER
N.A.P.
PM 8249
PMB 68/54
TRACT 36593 -
IMPROVEMENTS
REVISIONS
INDEX SKEET
i .0 180
30
r 240
.V
APPR.1 DATE
COUNTY
J4
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-* D(HP0Qs3-'3O-1 a
PLAN
LOT IS
TR 36643
TRACT 36593
BOUNDARY
Ft4W PPIPOW Sr.-
EAF4131V EEJ4S
C +W SLr ybg Fftrw*a
6879 Air" rime Itiverside. CA 92504
Te:t9sl F -(951) 688-05"
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l*mA R rE OW fmx D
V IDESIGNED BY: RDRI DRAWN BY: EA I CHECKED BY: C-
O WNERI APPLICANT
FORESTAR TOSCANA DEVELOPMENT COMPANY
4590 MACARTHUR BLVD., SUITE 600
I NEWPORT BEACH, CA 92660
TEL: 949-748-6714
I ENGINEER
c adumm
I ENGiI NEERS
6879 AIRPORT DRIVE
RIVERSIDE, CA. 92504
TEL: 951-688-0241
IV vSIGNING AND STRIPING NOTES
I.
ALL MATERIALS AND WORK SHALL CONFORM TO THE
LATEST EDITION OF COUNTY OF RIVERSIDE
STANDARD PLANS, CAL TRANS STANDARD PLANS AND
STANDARD SPECIFICATIONS, AND C4LIFORNIA MANUAL
OF UNIFORM TRAFFIC CONTROL DEVICES
2.
ALL TRAFFIC STRIPES, PAVEMENT MARKINGS, AND
SIGNS SHALL BE REFLECTORIZEO AND STANDARD
SIZE. ALL STRIPING AND MARKING DETAILS SHALL
MATCH C4LTRANS STANDARD PLANS DETAILS,
STENCILS FOR PAVEMENT MARKING SHALL MATCH
CaLTRANS STANDARD PLANS
3
THE CONTRACTOR SHALL REMOVE ALL CONFLICTING
STRIPES, PAVEMENT MARKINGS, AND RAISED
40
PAVEMENT MARKERS IN ACCORDANCE WITH THE
39
PLANS AND AS DIRECTED BY THE ENGINEER WORD
OR SYMBOL PAVEMENT AMRKINGS SHALL BE
REMOVED BY SANDBLASTING OR GRINDING A
RECTANGULAR AREA COVERING THE WHOLE MARKING.
4.
ALL CROSSWALKS SHALL HAVE 10 FEET IN
54
55
BETWEEN THE 12-INCH WHITE OR YELLOW STRIPES.
5.
ALL DOUBLE YELLOW STRIPES SHALL HAVE 3-INCH
PAINTED BLACK LINE SEPARATING THE YELLOW
STRIPES
6.
THE CONTRACTOR SHALL FURNISH ANO INSTALL ALL
TRAFFIC STRIPES, RAISED PAVEMENT MARKERS
(RPMS), PAVEMENT MARKINGS, AND SIGNS IN
ACCORDANCE WITH THE PLANS AND AS DIRECTED
BY THE ENGINEER.
Z
ALL PAVEMENT MARKINGS INCLUDING CROSSWALKS,
LIMIT LINES, AND STOP 84RS SHALL BE APPLIED
WITH THERMOPLASTIC MATERIAL. ALL OTHER TRAFFIC
STRIPES SHALL BE PAINTED IN TWO COATS
8.
ALL RPMS SHALL BE INSTALLED WITHIN SEVEN
-TRACT 36593
WORKING DAYS OF ROADWAY STRIPII►IG. ALL
EXISTING RPMS WITHIN THE PROJECT AREA SHALL
IMPROVEMENTS
BE REPLACED IN KIND OR REMOVED IN
ACCORDANCE WITH THE PLANS, OR AS DIRECTED
BY THE ENGINEER
9
THE CONTRACTOR SHALL INSTALL STANDARD SIZE
SIGN PANEL ON 2" SQUARE PERFORATED STEEL
TUBE POST WITH TWO PIECE ANCHOR AND SLEEVE,
FASTENED WITH •T/8- RIVETS W17H STAINLESS STEEL
WASHERS, UNLESS OTHERNSE NOTED. THE EXACT
LOCATION OF ALL SIGNS SHALL BE DETERMINED IN
THE FIELD BY THE ENGINEER,
10.
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
11.
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. =:
t2.
CONTRACTOR SHALL COORDINATE ALL SIGNING AND
STRIPING WORK THROUGH THE ENGINEER PRIOR TO
OPENING NEW ROADWAYS AND/OR EXIS71NG
ROADWAYS TO NEW SIGNING AND STRIPING IN
ACCORDANCE WITH THE PLANS
170 FEET SOUTH OF THE SOUTH%E'S'T CORNER OF
COLDWATER WASH BRIDGE 97 FEET WEST OF THE
WEST EDGE OF CONCRUE PAVEMEW AND 7 FEET
EAST OF THE MGHT OF WAY FENCE THE BENCH
A4RK IS A C LIFORNWA 00SION OF I NGHWAYS
BRASS DUSK IN 2 INCH IRON PIPE AND COWWfF_
S7AMPED---aW-71 A-77—•---.—..
ELEV.: 1058.40 (1VAVD88
SCALE .as Cora~ N/A
H
ALL STREETS ARE PRIVATE.
INDEX OF SHEM.-
SH= NO. (A) DESCRIPTN]N
SHEET NO. I............................INDEX SHEET
SHEET NO 2........................... SIGNING AND STRIPING PLAN
SHEET NO. 3........................... SIGN DETAILS
TRACT NO. 36593 1. P. NO 150004 5HEEr No- -
COUNTY OF RIVERSIDE
SIGNING AND STRIPING PLAN
OF 3 SHTS 'V
.FOR. FORESTAR W p FCOUNTY. 964F
rOSCANA, LLC 8�35
CONSTRUCTION NOTES
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIE. AN
ENCROACHMENT PERA41T ANDIOR A GRADING PERMIT HAS BEEN ISSUED_
r
1 -- INSTALL STOP SIGN PER RIF,, SEE SHEET J.160,
�r
Q- INSTALL STREET NAME SIGN PER RIA, SEE SHEET 3.
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INSTALL W14-2 NO OUTLET SIGN PER CALTRANS STD, SEE SHEET 3
LEGEND
CIL r /I
CENTERLINE
-►�-- *F PROP. CtWN-LINK FENCE r.
PROP_ BLOCK WALL �r
� DIRECTION OF FLOW = �r J
-x � --x EX. CHAIN LINK FENCE !/
■ -d- _, EXISTING EDGE OF PAVEMENT
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PMB 68154
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WORK CONTAINED WITHIN THESE PLANS
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ENCROACHMENT PERMIT ANDIOR A
o GR4DING PERMIT HAS BEEN ISSUED.
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o a Call bd= you dig. kr by ft � M � APUWV � � ENGINEER
APPROVED AS -BUILT
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/29/2023
0 so 150
25 fi 200
SEAL -ENGINEER "#6 �"
ESSI � -
J EIVC !INFERS
6879 AirWL_G&e verside. CA 92504
lld. $3 0 Tel:(951) Ift 9 t-ox:{95i} 688-0599
EV. 6-30-17 Wf7
vivll. fit. �,:wv L"A RGz 3�3Jma Ew MAU
REVISIONS APPR. DATE '�tot �
COUNTY DESIGNED BY: RDR DRAWN BY: EA CHECKED BY: C-
HLNUH MAIM'[: NG5 !T A !/ (F1UUX0ZS
170 FEET SOUTH OF THE SOUTI NEST CORNER OF
C'OLD44 ER WASH BRIDGE, 97 FEET WEST OF THE
WEST EDGE OF CONICRE7E PAVEMENT AND 2 FLEET
EAST OF 7HE RKf Lff OF WAY FENCE 7111E BENCH
"4RK IS A MFORNA DMSIOVV OF F C4- WAYS
BRASS DISK IN 2 INCH IRON PIPE AND CONIC.'REfE
STAMIPED� - -BM- 71 A- 77-- -- --.
ELEV.: 1058.40 (NAVD88)
SCALE.' N�a
H- AS NOYED V•
ALL STREETS ARE PRWATE.
fNDEX DF SHEETS:
SHEET NO. fs) DFSCRIFTION
SHEET No 1............................INDEX SHEET
SHEET NO. 2........................... SIGNING AND STRIPING PLAN
SHEET NO 3........................... SIGN DETAILS
TRACT NO. 36593 LP. NO 150004 I SHEET NO.
COUNTY OF RIVERSIDE 2
SIGNING AND STRIPING PLAN
OF SH TS
FOR..
FORESTAL 8 FILE NO. 964F
TOSCANA. LLC 73s
CONSTRUCRON NOTES
WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN
ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED.
INSTALL STOP SIGN PER R 1 F.
�— INSTALL STREET NAME SIGN PER RIA.
-- INSTALL W14-2 NO OUTLET SIGN PER CALTRANS STD.
LEGEND
CIL CENTERLINE
----- PROP. CHAIN -LINK FENCE
PROP. BLOCK WALL
— - DIREC77ON OF FLOW
--x --x --r EX. CHAIN LINK FENCE
EXISTING EDGE OF PAVEMENT
SCOPE OF SIGNING AND STRIPING
rah.!LAlify "' TEXT
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NO OUTLET SIGN
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NIITF:
WORK CONTAINED WITHIN THESE PLANS
SHALT. NOT COMMENCE UNTIL AN
}, ENCROACHMENT PERA1T AND/OR A
GRADING PERMIT HAS BEEN ISSUED.
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Scale: 112" a V-0"
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Sign Tyfle - R I a Sign Type Rlb Sign Type - Rtc Sign Type • R1d Sign Type - Rle
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be rem fir *svmv" or canape* saLiia^ aid rw0mg the Pkm
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I* EXP. 6-30--17 7k
V I
REVISIONS AQPR. OATS REVISIONS
COUNTY --
a,
21
APPROVED AS -BUILT
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Date: 9/29/2023 By: ��
HIVOGIIVHHI4S
C6879 W Airport r � 92504
Tel.(951} 68 _0 1 x-(951) 688-0599
DESIGNED BY: RORI DRAWN BY. EA I CHECKED BY: C--
5
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1
5
7
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i--- -
Q%gESS,ESS,
AI,aDAiL
NO, 80614
* EXP. 03-31-25 *
,�, ALL STREETS ARE PRIVA FE
9� CAI.�F INDEX OF SHEETS
AS -BUILT PLANS atLa haa.) DESCRIPTION
DATE 09-22- SHEET NO. I ............................ INDEX SHEET
SIGNATURE SHEET NO. 2...........................SIGNING AND STRIPING PLAN
SHEET NO. 3........................... SIGN DETAILS
{PlDflxs55s} TRA C T NO. 36593 LP. NO 150004 sHEEr N0.
170 FEET Sgaff -I OF 7W SOUngKEST CORNER of
WDNrATER WASH BRIDGE, 97 FEET WEST OF THE
WEST EDGE OF CONCRETE PAVDAEW AND 2 FEET
LAST OF THE RIGHT OF WAY FENCE. THE BENCH
MAW IS A CAUFORNIA DIMSIOV OF HIGHWAYS
BRASS DISK IN 2 INCH IRON PIPE ANO CONCRETE
. AMPED---8M... 71 A--77----�.
ELEV.: 1058.40 (NAVD88)
SCALE' AS NOTED A
COUNTY OF RIVERSIDE
SIGNING AND STRIPING PLAN
FOR: W. O. FORES TAR I I FLENNo
8736 . 964F
rOSCANA, LLC
3 ji
OF 3 SHTS
a