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LODGE RD, WO #A2-0608
SENECA DR, WO #A2-0973
DICKENSON RD, WO #A2-0328
FERN VALLEY RD, WO #A8-0845
RIM ROCK RD, WO #A2-0880
COUGAR RD, WO #A2-0281
REVISIONS
DESIGN SECTION
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
PROJECT
REFERENCE
1000 0 1000 2000 3000
REV
BY
DESCRIPTION
APPROVEDA
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SHEET 1A OF 6A
9/3 -DD
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CONSTRUCTION NOTES
1O OVERLAY EXISTING PAVEMENT WITH OAT AC
O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP
O3 TAPER AC. TO MATCH DRIVEWAYS
O4 SEAL CRACKS GREATER THAN 318', ROBIN RD ONLY
O5 ADJUST MANHOLE TO GRADE BY OTHERS
O6 ADJUST VALVE TO GRADE BY OTHERS
0
-00-
JOIN EXISTING
C.L.
0 21' +/- 0
TYPICAL SECTION
COUNTRY CLUB DR
LACE LN TO SH 243
LENGTH = 2313' +/-
NTS
COUNTRY CLUB DR, (LAKE LN TO SH 243), LENGTH = 2313 +1--, WIDTH = 21'+/ -
REVISIONS
DESIGN SECTION
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
PROJECT
REFERENCE
E EM Y DESCRIPTION APPROVEDA
06 -2 -,?v
DESIGNED BY. DATE
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RCE No. 42328
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
COUNTRY CLUB DR
W�O.NO. A2-0283
SURVEY NO. NA
F. B. "°. NA
CAD FILENAME C:1 DATAICADD%
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SHEET 2A OF 6A
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O TAPER A.C. TO MATCH DRIVEWAYS
4O SEAL CRACKS GREATER THAN 318', ROBIN RD ONLY
�5 ADJUST MANHOLE TO GRADE BY OTHERS
OB ADJUST VALVE TO GRADE BY OTHERS
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REVISIONS
DESIGN SECTION
DESIGNED BY: lF Y—' 6 -Z 9�s
DATE
DRAWN BY: — 6-7-- �
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ATE
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DATE
.ivriiv NivIR Li r—%
SENECA DR, (GLEN RD TO SAN JACINTO RD), LENGTH=1351'+/—, WIDTH=24'+/—
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
Q'toFEaa,oy
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0 No. CE 42328
�y Exp. 3.31-00 *I
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APPROVED BY:
GEOID A. JqWSON -" ' DATE
DEPUTY DIRECTOR OF TRANSPORTATION
RCE No. 42328
PROJECT
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
SENECA DR
REFERENCE
W.O. NO. A2-0973
SURVEY NO. NA
F. B. NO. NA
CAD FILENAME C:1_DATA%CADD%
11 DYLL. DGN
SHEET 4A OF 6A
9/3 -DD
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----- ---sem ---:s --
FERN VALLEY RD
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LENGTH = 1890' +/-
*NOTE: INSTALL DOUBLE YELLOW C.L. STRIPE PER CAL -TRANS STANDARDS
( Sy COUWT`(
SCALES: 1' =100' HOR
JOIN EXIS
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RD- _ _ __ ._.,--------- ---- --
JOIN EXISTIN i
CONSTRUCTION NOTES
5
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REVISIONS
O2
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EV Y DESCRIPTION
O3
TAPER A.C. TO MATCH DRIVEWAYS
O
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FERN VALLEY RD, (SAN JACINTO RD TO PALOMAR RD), LENGTH= 16901+/-, WIDTH=24'+/-
RIM ROCK RD, (SAN JACINTO RD TO DICKENSON RD), LENGTH=849'+/-, WIDTH=22'+/-
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RCE No. 42328
PROJECT
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
REFERENCE
W.O. NO. A2-0328, A8-0845, A2-0880
SURVEY NO. NA
F. B. NO. NA
CAD FILENAME C:1 DATAICADDI
IIDYLL.DGN
SHEET 5A OF 6A
9 /3-pD
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CONSTRUCTION NOTES
1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC
100 200 3W O2 PLACE A 0AY MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP
�3 TAPER A.C. TO MATCH DRIVEWAYS
O SEAL CRACKS GREATER THAN 3ff, ROBIN RD ONLY
SCALES: 1"= 101Y HOR O ADJUST MANHOLE TO GRADE BY OTHERS
O6 ADJUST VALVE TO GRADE BY OTHERS
RIM ROCK RD, (DICKENSON RD TO FERN VALLEY RD), LENGTH=1706'+/-, WIDTH=21'+/-
COUGAR RD, (HOWLAND DR WLY TO END), LENGTH=1950'+/-, WIDTH=25'+/-
9/3-OD
INDEX OF SHEETS
SHEET 1 - TITLE SHEET
SHEET 2 - INDEX SHEET
SHEET 3 - TYPICAL SECTIONS
SHEET 4 TO 9 - PLAN AND PROFILE
COMSTRUCTION NOTES
1D OVERLAY EXISTING PAVEMENT WITH 0.1T AC
2� PLACE A 0.10' MIN. LEVELING COURSE VNTH A 0.12' A.C. FINAL CAP
O TAPER A.C. TO MATCH DRIVEWAYS
SEAL CRACKS GREATER THAN 31W, ROBIN RD ONLY
O ADJUST MANHOLE TO GRADE BY OTHERS
O ADJUST VALVE TO GRADE BY OTHERS
A PUBLIC SERVICE BY UNDERGROUND "SERVICE ALERT
COUNTY OF R
RESURFACING VARIOUS LOCATIONS
IDYLLWILD AREA
WA 09ON O
-rlf/►WMONi
1 NAIL
afANWCOWTY
SAN BEiiNAIM COUNTY
RIVERSIDE COUNTY
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--------- - - - - --
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— — — — — — — — — —
REVISIONS i
DESIGN SECTION REVIEVNED/CONCURRED
:SCRIPTION APPROVED DATE nn
DESIGNED BY: K 47/Z DATE �7%9L4
ED STUDOR - PLANNI
DRAWN BY: +41' 96
NG / ENVIRONMENTAL DATE
-
DATF r
CHECKED BY.-
PROJECT
Y:
PROJECT
DATE
. S• r
GENERAL NOTES
I. ALL MATERIAL AND WORK SHALL CONFORM TO THE JULY 1992 EDITION OF THE PLANS AND
SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION.
2. LOCATIONS OF ALL UNDERGROUND UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL
DETERMINE THE EXACT LOCATIONS AND VERIFY ALL CONDITIONS ON THE JOB SITE PRIOR TO
COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND
ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND
PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOTIFY ALL
CONCERNED UTILITY COMPANIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATION.
CALL UNDERGROUND SERVICE ALERT AT (800) 227-2600,
3, SEE CALTRANS STANDARD PLANS ES -1A AND ES -113 FOR SYMBOL AND ABBREVIATION LEGEND.
4. EXISTING PRIVATELY OWNED IMPROVEMENTS ON PUBLIC RIGHT-OF-WAY SHALL BE PROTECTED
OR REPLACED IF DAMAGED, AS DIRECTED BY THE ENGINEER.
5. CONTRACTOR LICENSE CLASS A OR C-12 REQUIRED
IDYLLMONT RD (FROM APELA DR/TOLL GATE RD SWLY), WO #A2-0501
CANYON DR (FROM MARIAN VIEW DR TO IDYLLBROOK DR), WO #A2-0213
ESTATE DR (FROM TOLL GATE RD TO IDYLLBROOK DR), WO #A2-0374
MEADOW DR (FROM ESTATE DR TO IDYLLBROOK DR), WO #A2-0684
IDYLLBROOK DR (FROM CANYON DR TO END), WO #A2-0500
RIVERSIDE COUNTY PLAYGROUND RD (FROM SH243 TO GATE), WO #A2-0888
DEERFOOT LN (FROM DOUBLE RIDGE DR S -LY THEN E'LY TO END), WO #A2-0309
ROBIN DR (FROM WEST RIDGE RD S'LY), WO #A2-0894
ENCINO RD (FROM FERN VALLEY RD E'LY), WO #A2-0371
FOREST RD (FROM FERN VALLEY RD SLY), WO #A2-0407
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
RECOMMENDED BY: pFESd APPROVED BY:
' ` � ' ,� -cls
% H! Y OPERATIONS DATE
GEOR A.JO NDEPUTY DATE
IITH - CONSTRUCTION INSPECTION DATE RCE No. 42132gGTOR Of TRANSPORTATION
b
n _
Emm
Nom. s, �'
i` 1
DAVID E. BARNHART DATE
Jar
CIVIL DIRECTOR OF TRANSPORTATION
RCE No, 19776
PROJECT
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
REFERENCE
W.O. NO.
SURVEY NO.
F. B. NO.
CAD FILENAME
SHEET 1
Z
0
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C:\ DATAICADD\
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913 -DD
SCALES: 1" =10010' HOR
REVISIONS
EV BY 0 A
DESIGN SECTION
DESIGNED BY: 4/4:mpe
DATE
DRAWN BY: R �~ 4It 30/3w
DATE
CHECKED BY:
PROJECT MANAGER:
DATE
i 8.44
DATE
COUNTY TRANSPORTATION DEPARTM
APPROVED BY:
fRpEEESrpy
�tO�d day �
v �
` Me. CE 41318 �
'F Exp.3-31-00
8f'T CIVIL q -
SOF CA��Ep
GE GE HNSON MTE
DEPUTY ECTOR OF TRANSPORTATION
RCE No. 42328
IDYLLMONT RD, WO #A2-0501
CANYON DR, WO #A2-0213
ESTATE DR, WO #A2-0374
MEADOW DR, WO #A2-0684
IDYLLBROOK DR, WO #A2-0500
RIVERSIDE COUNTY PLAYGROUND RD, WO #A2-0888
DEERFOOT LN, WO #A2-0309
ROBIN DR, WO #A2-0894
ENCINO RD, WO #A2-0371
FOREST RD, WO #A2-0407
PROJECT
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
REFERENCE
W.O. NO. SEE ABOVE
SURVEY NO. NA
R B. NO. NA
CAD FILENAME C:\ DATA\CADD\
11DYL.DGN
SHEET 2 OF 9
9/D3 --P
�
C� L.
21' +/- O
0
------ ii ------
C.L.
I
.11
0 29 0
3 0
Ir
IX EX ACDIKE EX AC DIKE
TO REMAIN TO REMAIN
SHEET 6 OF 9
SHEET5OF9 IDYLLBROOK DR '
IDYLLBROOK DR
CANYON DR TO LAKE LN FROM DELANO DR TO NE'LY
LENGTH = 1348' LENGTH = 1324'
C.L.
C.L.
21'+/- oOc oOc 21' +/- 0
o ----- _--°j===iI------
_
SHEET 6 OF 9
SHEET SOF9
CANYON DR IDYLLBROOK DR
IDYLLDROOK DR SLY CANYON DR TO DELANO DR
LENGTH = 110' +1- LENGTH = 1095'+/-
C.L.
,r
�
0 26' +/- oc
SHEET 5 OF 9
CANYON DR
MARIAN VIEW DR N'LY
LENGTH - 79C +A
C.L.
I
w
21' +�
x x x= i
SHEET 4 OF 9
IDYLLMONT RD
FROM APELA DPJTOLL GATE RD SWLY
LENGTH = 1981'+/ -
SHEET 5 OF 9
981'+/-
SCALES:
1'=1VHOR
1'= 19 VER
0
Ir
0
w
COL.
21'+/-oI----T------
SHEET 5 OF 9
MEADOW DR AND LAKE LN
ESTATE DR TO IDYLLBROOK DR
LENGTH = 1040' +�
C.L.
50'
SHEET 5 OF 9
ESTATE DR
IDYLLBROOK DR TO MEADOW DR
LENGTH = 153'+/-
C.L.
24' +/-
s i s s : - - - - - -
SHEET 5 OF 9
ESTATE DR
TOLL GATE RD TO IDYLLBROOK DR
LENGTH = 419 +A
w
O
0
w
Z
0
Ix
28' +/-
x - - - - - - -
x s x c
SHEET 9 OF 9
ENCINO RD
FROM FERN VALLEY RD ETY
LENGTH = 589' +/-
C.L.
I_ J
9' VAR
SHEET 8 OF 9
DEERFOOT LN
DEERFOOT WLY
LENGTH = 55' +/-
C.L.
4a
181+/-
SHEET
8'+/-SHEET 8 OF 9
DEERFOOT LN
FROM DOUBLE RIDGE DR SLY THEN WLY
LENGTH = 1019 +/-
C.L.
25'
0
It
3
0
m
EX AC DIKE � EX AC DIKE
TO REMAIN TO REMAIN—
a --
SHEET 8 OF 9
ROBIN DR
FROM WEST RIDGE RD S'LY
LENGTH =12-M +P
C.L.
I
VAR, 20' TO 60'
29+/-
- — — — — — — — —
SHEET 7 OF 9
RIVERSiDE CO. PLAYGROUNL . __
SH 243 TO GATE
LENGTH =1456 +/-
21'+]-
oI - - - - - - - - - - -
SHEET
/-
0
w
I
C.L.
0 0 28' +�
0
-- —— Gj__ = --
- - x s e c
SHEET 9 OF 9
FOREST RD
FROM FERN VALLEY RD SLY
LENGTH = 1262'+/ -
O
DESIGN SECTION RIVERSIDE COUNTY TRANSPORTATION DEPARTME�
!� G
DESIGNED BY. WZ91�e Itov Eaajo* APPROVED BY:
DATE �t��pl�eE ~ J 4+,4� e=
DRAWN BY:
DATE f
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CHECKED BY: * ExP 3 311-N 71
DATE GEO E A. JO SON DATE
PROJECT MANAGE �. XV +��r'0-0 CAt�F�IVIL��`! RCE No. DIRECTOR OF TRANSPORTATION
DATE42328
CONSTRUCTION NOTES
1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC
O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP
O3 TAPER A.C. TO MATCH DRIVEWAYS
4� SEAL CRACKS GREATER THAN 3ff. ROBIN RD ONLY
O5 ADJUST MANHOLE TO GRADE BY OTHERS
O ADJUST VALVE TO GRADE BY OTHERS
PROJECT
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
TYPICAL SECTIONS
R.
REFERENCE
W.O. NO. SEE SH 1
SURVEY NO. NA
F. B. NO. NA
CAD FILENAME C:I DATAICADDI
11DYL.DGN
SHEET 3 OF 9
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23 23
SCALES: f = IW HOR
CONSTRUCTION NOTES
1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC
O2 PLACE A OAU MIN_ LEVELING COURSE WITH A 0.12 A.C. FINAL CAP
O3 TAPER A.C. TO MATCH DRIVEWAYS
O4 SEAL CRACKS GREATER THAN 3M-, ROBIN RD ONLY
OS ADJUST MANHOLE TO GRADE BY OTHERS
O6 ADJUST VALVE TO GRADE BY OTHERS
WO #A2-0501, IDYLLMONT RD, LENGTH = 1881'+/-, WIDTH = 21'+\-
SCALES: 13 =100' HOR
CONSTRUCTION NOTES
1O OVERLAY EXISTING PAVEMENT WITH 0.1T AC
O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP
O3 TAPER A.C. TO MATCH DRIVEWAYS
O SEAL CRACKS GREATER THAN 3W, ROBIN RD ONLY
O ADJUST MANHOLE TO GRADE BY OTHERS
O ADJUST VALVE TO GRADE BY OTHERS
REVISIONS
Q- -
DESIGN SECTION
DESIGNED BY: 4/z 919s
DATE
DRAWN BY: K-� Q� �L i►��es
DATE
CHECKED BY:
DATE
PROJECT MANAGER:
DATE
WO #A2-0213, CANYON DR, LENGTH = 794'+/-, WIDTH = 26'+/-, AND LENGTH = 110'+/-, WIDTH = 21'+/ -
WO #A2-0500, IDYLLBROOK DR, LENGTH = 1348'+/-, WIDTH = 21'+/ -
WO #A2-0374, ESTATE DR, LENGTH = 419'+/-, WIDTH = 24'+/-, AND LENGTH = 153+/-, WIDTH = 21' +/-
WO #A2-0684, MEADOW DR AND LAKE LN, LENGTH = 1040'+/-, WIDTH = 21'+/ -
DE COUNTY TRANSPORTATION DEPARTMENT PROJECT REFERENCE
e*o�Essro� APPROVED BY:
A.
y a
ci
a s
d
Mo. CE 42320 o
Exp.3-31-00 4 9
+�rE cine- 0q- DEPUTY DIRE OR OF TRANSPORTATION JO ON E
op C A ALF RCE No. 42328
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
MCKINNEY LN ESTATE DR
CANYON DR MEADOW DR
IDYLLBROOK DR
W.O. NO.
SURVEY NO.
F. B. NO.
SEE ABOVE
NA
NA
CAD FILENAME CA DATAICADDI
11DYL.DGN
SHEET 5 OF 9
9/.?-,-D,D
SCALES: 1' =100' HOR
CONSTRUCTION NOTES
1O OVERLAY EXISTING PAVEMENT VMTH 0.1 T AC
O2 PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. RNAL CAP
O3 TAPER A -C. TO MATCH DRIVEWAYS
O4 SEAL CRACKS GREATER THAN 318', ROBIN RD ONLY
O5 ADJUST MANHOLE TO GRADE BY OTHERS
O ADJUST VALVE TO GRADE BY OTHERS
REVISIONS
DESIGN SECTION
DESIGNED BY: �� 4t1Lq/>v
DATE
DRAVIM BY: 44:00
DATE
CHECKED BY:
DATE
PROJECT MANAGER: S' d .9
DATE
IDYLLBROOK DR, (CANYON DR TO DELANO DR), LENGTH =1095'+1-, WIDTH = 21' +1-
IDYLLBROOK DR, (DELANO DR TO NELY), LENGTH = 1324'+X-, WIDTH + 28' +V
DE COUNTY TRANSPORTATION DEPARTMENTI PROJECT I REFERENCE
�aof EastoN APPROVED BY:
Joys 7�
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0
If& CE 41$zg �
Ev.3-31-00 * -��
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RCE No. 42328
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
IDYLLBROOK DR
W.O. NO.
SURVEY NO.
F. B. NO.
CAD FILENAME
SHEET 6
A2-0500
NA
NA
CA DATA%CADD\
UDYLL.DGN
OF 9
0
SCALES: 1'= IM HOR
�p
CONSTRUCTION NOTES
O OVERLAY EXISTING PAVEMENT VNTH 0.1 T AC
O2 PLACE A 0.10' MIN. LEVELING COURSE VNTH A 0.17 A.C. FINAL CAP
O3 TAPER A.G. TO MATCH DRIVEWAYS
O SEAL CRACKS GREATER THAN 319', ROI NN RD ONLY
�5 ADJUST MANHOLE TO GRADE BY OTHERS
1�6 ADJUST VALVE TO GRADE BY OTHERS
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913 -w- D
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9/3 -D D
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CONSTRUCTION NOTES
1O OVERLAY EXISTING PAVEMENT WITH 0.1 T AC
O2 PLACE A 0AV MIN_ LEVELING COURSE NTH A 0.17 A.C. FINAL CAP
O3 TAPER A.C. TO MATCH DRIVEWAYS
O4 SEAL CRACKS GREATER THAN 34r, ROBIN RD ONLY
O ADJUST MANHOLE TO GRADE BY OTHERS
O6 ADJUST VALVE TO GRADE BY OTHERS
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WO SA2-0309, DEERFOOT LN, LENGTH = 1018 +/-, WIDTH = 18'+/-, AND LENGTH = 55'+/-, WIDTH = 9 +/-
WO #A2-0894, ROBIN DR, LENGTH = 1276 +/-, WIDTH = 25+/ -
REVISIONS
DESIGN SECTION
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
PROJECT
REFERENCE
REV Y DESCRIPTION APPROVED UA -Ir-
DESIGNED BY: �• t`� 4y2 8
DATE
DRAWN BY: 9-e- 4-�/__ ,►
CHECKED BY: DATE
ATE
PROJECT MANAGER: $ 8'
DATE
APPROVED BY:
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GEOR A. JOH ON ATE
TR OF CA L�f O~ DEPUTY DIREC OR OF TRANSPORTATION
RCE No. 42328
RESURFACING
VARIOUS LOCATIONS
IDYLLWILD AREA
DEERFOOT LN
ROBIN DR
W.O. NO. SEE ABOVE
SURVEY NO. NA
NA
F. B. FILENAME CA
CAD FILENAME C:1 DATAICADDI
UDYL.DGN
SHEET 8 OF 9
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JOIN EXIST
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SCALES: 1'= IW HM
CONSTRUCTION NOTES
O OVERLAY EXISTING PAVEMENT WITH 0.1T AC
2� PLACE A 0.10' MIN. LEVELING COURSE WITH A 0.12' A.C. FINAL CAP
O3 TAPER A.C- TO MATCH DRIVEWAYS
O4 SEAL CRACKS GREATER THAN W. ROBIN RD ONLY
O ADJUST MANHOLE TO GRADE BY OTHERS
O6 ADJUST VALVE TO GRADE BY OTHERS
END PROJECT, JOIN EXIST.
R=19•
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WO #A2-0371, ENCINO RD, LENGTH = 589'+/-, WIDTH = 28'+/ -
WO #A2-0407, FOREST RD, LENGTH = 1262'+/-, WIDTH = 28'+/-
913 .. 00
8'+/-
9/3 -DD