909d_sppC: \+
INDEX OF SHEETS
SHEET 1 TITLE SHEET
SHEET 2 TYPICAL SECTIONS
SHEET 3 SIGNING /STRIPING
INDEX OF ROADS SHEET NO,
1O 66 AVE 2
Underground Service Ater
Calf TOLL FREE
1-800
227-2600
TWO WORKNO DAYS BEFORE YOU DI6
WIRIPTIDN IAPPR.IDA
Jul, 2, 1996 14: 28: 44
RIVERSIDE COUNTY TRANSPORTATION DEPARTMENT
RESURFACING PROJECT FOR
66 AVE IN MECCA AREA
DESIGN SE,
DESIGNED BY:
R. KLINE
DRAWN BY:
A.E. CANTU
CHECKED BY:
A.E. CANTU
RECOMMENDED
K. DONOVAN
BY:
N
62 AVE
52 AVE
4,
rr+
F
U)
oLU
J
U
CL
CD 64 AVE
64 AVE
rn
a
N.T.S.
a
66 AVE
66 AVET
t95FZ
�V)OL
Ld
t:R
0a
t�
SITE
DESIGN SE,
DESIGNED BY:
R. KLINE
DRAWN BY:
A.E. CANTU
CHECKED BY:
A.E. CANTU
RECOMMENDED
K. DONOVAN
BY:
KI
VICINITY MAP
FOR THE MECCA AREA
SECTION 8,9,16.17 T7S R8E
REVIEWED / CONCURRED BY
6/12/96 A t •
6/12/96
6/12/96 GAIT W y, I r nub NTE
6/12/9fi RAN . CIMSTINCTION ENSIEER Out
PLANNING/ ENVIROMENTAL
r—
DATE
DAVID
R.A.EOPT76 Exv,
ITY OF RIVERSIDE
ATION DEP
GENERAL NOTES:
AO CONTRACTOR TO FIELD VERIFY ALL ROADWAY
DI ME NSIDNS
OCONTRACTOR TO CONSTRUCT OVERLAY PER STANDARD
SPECIFICATIONS
CONSTRUCTION NOTES:
in PLACE 0.17 FT A. C. CAP OVER FULL WIDTH OF
EXISTING PAVEMENT
OPLACE REINFORCING FABRIC MATERIAL FOR
22 FT +/- ON THE MIDDLE PORTION OF THE
EXISTING PAVEMENT.
{ 3I PLACE 0.12' AC MINIMUM LEVELING COURSE OVER
EXISTING AND NEW PAVEMENT
REMOVE EXISTING PAVEMENT AND PLACE 0.4' AC OVER
J EXISTING BASE
GENERAL STRIPING NOTES:
OALL MATERIAL AND WORK SHALL CONFORM TO THE JULY
1992 STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF
CALIFORNIA DEPARTMENT OF TRANSPORTATION.
OSECTION 9' DRAENMOMARE "TYPICAL" MATCHMSTNG STRIPING
AND FIELD CONDITIONS AS DIRECTED BY THE ENGINEER.
OINSTALL R.P.M.S AND STRIPING IN ACCORDANCE WITH
INDICATED STEWING DETAIL. REFER TO STANDARD PLANS
A20 -A THRU A20D_
OALL STRIPING SHALL BE PLACED BY CONTRACTOR. TRAFFIC
STRIPS SNALL BE APPLIED IN TWO COATS. ALL STRIPRNG
AND LEGENDS SHALL BE REFLECTORIZED. ALL REQUIRED
RAISED PAVEMENT MARKERS AND THERMOPLASTIC PlIVEMENT
MUMI IS SHALL BE PROVIDED AND INSTALLED BY -FIE CONTRACTOR
OPAVEMENT MARKINGS SHALL MATCH COUNTY STENCILS EXACTLY.
ODOUBLE YELLOW STRIPES SHALL HANE A 3"PAINTED LACK LINE
SEOARATWG YELLOW LINES.
nCROSSWALKS SHALL HAVE NO FEET BETWEEN 12 NCH WHITE LINES
REFERENCE
VT TYPICAL SECTION PR0.1. NO. A3-0503
ROAD ND.
z/;TE i RESURFACING ROAD PROJECTS SURVEY NO.
AVE IN MECCA AREA
DATE SHEET 1 OF
0
W
c: \ar
30'
12'
22'
12'
30'
8' TO 10'
GRADE SHOULDER TO
1. k��\\\\\\\\\\\\\\ /iy/yy� 1 O
111{{I{NI{IIII�IIIIII{I1111111 allIIIII{{1111{1111l1UU{ffllllll !1l111f111111{I{Ilii 1t111111111iIF,......11lllltlllq!{{llil!!tf
tIu1111U{{{{u ilINIl11111i11H1PAVEMENT
30'
8' TO 10'
EXIST. A.C. OVER A.B.
TYPOC ALS SIEC COON
(N.T.S.1
PROJ. NO. A30503 66 AVE RT 86 EASTERLY TO RT 195
STA 12 + 42.51 TO STA 17 + 42.51
r
24'
22'
EXIST. A.C. OVER A.B.
4YPOCAL SCC COON
30'
r
e
0
11' 8' TO 10'
a
z
1' F
GRADE SHOULDER TO MEET w
EDGE OF PAVEMENT
i 1—
(N.T.S.I
PROJ. NO. A30503 66 AVE RT 86 EASTERLY TO RT 195
STA 17 + 42.51 TO STA 219 + 91.66
CONSTRUCTION NOTES:
01 PLACE 0.17 FT A.C. CAP OVER FULL WIDTH OF EXISTING
PAVEMENT
JPLACE REINFORCING FABRIC MATERIAL FOR 22' +/— ON
THE MIDDLE PORTION OF THE EXISTING PAVEMENT
OVER 0.12' AC MINIMUM LEVELING COURSE
QPLACE 0.12' AC MINIMUM LEVELING COURSE OVER
EXISTING AND NEW PAVEMENT
REMOVE EXISTING PAVEMENT AND PLACE 0.4` AC OVER
EXISTING BASE
o9RpFESSl04N
J
A.
�No, C 42328 .�
Exp,
3l3)-P-r *�
slur C ► ��,`QJ/
F OF � Ahs .%
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPR03(iD BY
G.A. J .C.E 4232 DIRECT E TRMS'MTATP& TF
BY PROJECT MANAGER
TYPICAL SECTIONS PROJ. NO. A3-0503
ROAD NO.
FACING ROAD PROJECTS SURVEY NO.
fib AVE F.B. NO.
MECCA AMA SHEET 2 OF 3
L
1
1
GRADE SHOULDER TO DEET
'r T
—i
EDGE OF PAVEMENT
--
--'
EXIST. A.C. OVER A.B.
4YPOCAL SCC COON
30'
r
e
0
11' 8' TO 10'
a
z
1' F
GRADE SHOULDER TO MEET w
EDGE OF PAVEMENT
i 1—
(N.T.S.I
PROJ. NO. A30503 66 AVE RT 86 EASTERLY TO RT 195
STA 17 + 42.51 TO STA 219 + 91.66
CONSTRUCTION NOTES:
01 PLACE 0.17 FT A.C. CAP OVER FULL WIDTH OF EXISTING
PAVEMENT
JPLACE REINFORCING FABRIC MATERIAL FOR 22' +/— ON
THE MIDDLE PORTION OF THE EXISTING PAVEMENT
OVER 0.12' AC MINIMUM LEVELING COURSE
QPLACE 0.12' AC MINIMUM LEVELING COURSE OVER
EXISTING AND NEW PAVEMENT
REMOVE EXISTING PAVEMENT AND PLACE 0.4` AC OVER
EXISTING BASE
o9RpFESSl04N
J
A.
�No, C 42328 .�
Exp,
3l3)-P-r *�
slur C ► ��,`QJ/
F OF � Ahs .%
COUNTY OF RIVERSIDE
TRANSPORTATION DEPARTMENT
APPR03(iD BY
G.A. J .C.E 4232 DIRECT E TRMS'MTATP& TF
BY PROJECT MANAGER
TYPICAL SECTIONS PROJ. NO. A3-0503
ROAD NO.
FACING ROAD PROJECTS SURVEY NO.
fib AVE F.B. NO.
MECCA AMA SHEET 2 OF 3
C/o 9-D