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19 EPO>
TIE BARS
AT 1 m
200 mm PCCP
160 mm CL2 AB
DETAIL A
I VV 111111 I.iLL hU
SECTION A -A
NOTES:
1. SEE LAYOUTS FOR BUS TURNOUT LOCATIONS
20 TRANSVERSE WEAKENED PLANE JOINTS SHALL
CONSTRUCTED ON PCC PAVEMENT AT RIGHT
ANGLES TO THE CENTERLINE AND SPACED
AT SUCCESSIVE REPEATED INERVALS OF 4.6 M.
3. ELIMINATE CURB BATTER FOR ENTIRE
15m LENGTH
I M Y L I Y I L I Y 1
PLAN VIEW
PCCP BUS TURNOUT DETAIL
BUS TURNOUTS N0. 1, 3 & 5
SEE NOTE 3
19 EPDXY COATED
TIE BARS L =600 mm
AT 1 m SPACING
200 mm PCCP
160 mm CL2 AB
r
7.
O
50 mm AC (TYPE A)
SIDEWALK 9
TF
CURB (TYPE Al -200)
DETAIL B
B
PE A2 -2C
EDGE OF
TRAVELW
C PAVEM
I VV 111111 ILL hU
CCt"%T T nK1 A — A
e tric
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 Riv 74 27.7/32.5 62 270
REGISTERED CIVIL E EE
a 411
R.S.CHAVEZ z
APRIL 29,2002 rn
No. 41904
DATEPLANSAPPROVAL
Xp, 3/31 /06
RIVERSIDE COUNTY
s CIVIL
TRANSPORTATION COMMISSION 9
of CALIF
1
3560 UNIVERSITY AVE, SUITE 100
RIVERSIDE,CA 92501
SC ENGINEERING
14318 CAL I FORN I A AVE SUITE 104
VICTORVILLE,CA 92392
The State of California or its officers
or agents shall not be responsible for
the,accurawy or completeness of electronic
cop i es of tY i s p I an sheet.
AS BUILT
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED 04 -16 -04
BY
QRpFESSIpNq!
D c r"%unvE7 2
w r^
No. 41904
Exp. 3/31 /06
CIVIL
F OF C
x V 1 r-x Y L I Y I L 1 Y 1 1 `r-A 1\ Z` v
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80
SCALE IS IN MILLIMETERS l i I i I i I i l
PCCP BUS TURNOUT DETAIL
BUS TURNOUTS N0. 2 & 4
ALL DIMENSIONS ARE IN
METERS UNLESS OTHERWISE SHOWN
USERNAME _> SC ENGINEERING
DGN FILE _> 84641 2_ 0062_ g22 o dgn
URB
YPE A2 -200)
EDGE OF
TRAVELWAY
C PAVEMENT
CONSTRUCTION DETAILS
CU 08224
NO SCALE
EA 464121
C -22
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19 EPO>
TIE BARS
AT 1 m
200 mm PCCP
160 mm CL2 AB
DETAIL A
I VV 111111 I.iLL hU
SECTION A -A
NOTES:
1. SEE LAYOUTS FOR BUS TURNOUT LOCATIONS
20 TRANSVERSE WEAKENED PLANE JOINTS SHALL
CONSTRUCTED ON PCC PAVEMENT AT RIGHT
ANGLES TO THE CENTERLINE AND SPACED
AT SUCCESSIVE REPEATED INERVALS OF 4.6 M.
3. ELIMINATE CURB BATTER FOR ENTIRE
15m LENGTH
I M Y L I Y I L I Y 1
PLAN VIEW
PCCP BUS TURNOUT DETAIL
BUS TURNOUTS N0. 1, 3 & 5
SEE NOTE 3
19 EPDXY COATED
TIE BARS L =600 mm
AT 1 m SPACING
200 mm PCCP
160 mm CL2 AB
r
7.
O
50 mm AC (TYPE A)
SIDEWALK 9
T F
CURB (TYPE Al -200)
DETAIL B
B
PE A2 -2C
EDGE OF
TRAVELW
C PAVEM
I VV 111111 ILL hU
CCt"%T T nK1 A — A
e tric
DIST COUNTY ROUTE KILOMETER POST SHEET TOTAL
TOTAL PROJECT No SHEETS
08 Riv 74 27.7/32.5 62 270
REGISTERED CIVIL E EE
a 411
R.S.CHAVEZ z
APRIL 29,2002 rn
No. 41904
DATEPLANSAPPROVAL
Xp, 3/31 /06
RIVERSIDE COUNTY
s CIVIL
TRANSPORTATION COMMISSION 9
of CALIF
1
3560 UNIVERSITY AVE, SUITE 100
RIVERSIDE,CA 92501
SC ENGINEERING
14318 CAL I FORN I A AVE SUITE 104
VICTORVILLE,CA 92392
The State of California or its officers
or agents shall not be responsible for
the,accurawy or completeness of electronic
cop i es of tY i s p I an sheet.
AS BUILT
NO CORRECTIONS ON THIS SHEET
DATE COMPLETED 04 -16 -04
BY
QRpFESSIpNq!
D c r"%unvE7 2
w r^
No. 41904
Exp. 3/31 /06
CIVIL
F OF C
x V 1 r-x Y L I Y I L 1 Y 1 1 `r-A 1\ Z` v
FOR REDUCED PLANS ORIGINAL 0 20 40 60 80
SCALE IS IN MILLIMETERS l i I i I i I i l
PCCP BUS TURNOUT DETAIL
BUS TURNOUTS N0. 2 & 4
ALL DIMENSIONS ARE IN
METERS UNLESS OTHERWISE SHOWN
USERNAME _> SC ENGINEERING
DGN FILE _> 84641 2_ 0062_ g22 o dgn
URB
YPE A2 -200)
EDGE OF
TRAVELWAY
C PAVEMENT
CONSTRUCTION DETAILS
CU 08224
NO SCALE
EA 464121
C -22