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DEMOLITION AND CONSTRUCTION NOTES:
O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER C
2O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND
C
O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1
C2
® SAWCUT ALONG LINE. — — — —
REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW
CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3.
Oj REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 1 .
C7
15 EXISTING CURB AND GUTTER TO REMAIN.
16 EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH
FINISHED GRADE AS DIRECTED BY ENGINEER.
1 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE
PATCH PER DETAIL ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. M
C7
19 PROTECT EXISTING MONUMENT AND CASE.
REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
TRANSITION NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 5
C7
�1 REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6"
ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL .
C7
PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER
C
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EAST VALLEY RD. 0
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BEGIN CONC. \
PVMT.
SEE DETAIL
C
LOCATION
OF ASPHALT
CONCRETE
PATCH
ONC ETE
W 9 i=
4
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SEE DETAIL
4
C \
MATCH EXISTING
BEGIN CURB
MATCH EXISTING
FVR
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DETAIL
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2
16 j! LYLUIN '110 DUNG NVM I.
END 9" CONC. PVMT.
END SMA
8 SEE DETAIL
19 6
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n.r
FACE OF CURB= EAST VALLEY ROAD
CONSTRUCTION CONTROL LINE
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COP DETAIL A -01.2 (TYP.)
SEE DETAIL
5
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STA 31+34 \
BEGIN CURB
MATCH EXISTING
STA 31+34
BEGIN AC RAMP
MATCH EXISTING
STA 31+38
OL
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P.
STA 31 +94, 77.Z
END`,SMA BEGIN
0" CONC. PVMT.
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SEE DETAI'L
4
END AC RAMP
SEE DETAIL
5
C7
DWG NO.
REHABILITATION OF EAST VALLEY ROAD C5
AND SW 43rd STREET SHEET
PAVEMENT AND OVERLAY PLAN 5 OF 10
P— STPUL —TA -96 (268)
2�
20 10 0 20 40 60
SCALE IN FEET
STA 33 +57
— SEE DETAIL
4
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EXISTING SHOULDER
A 3232 +IvEY
D 10" INC. /
' . BEGIN SMA /
SEE DETAIL (74
0 /
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STATE R/W
FACE OF CURB=
CONSTRUCTION CONTROL LINE
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COB DETAIL A -01.2 (TYP.)
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COB DETAIL A -01.2 (TYP.)
STA 31 +99, 12.5'RT
BEGIN 10"
CONC. PVMT.
R- 282821
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2111 i
DEMOLITION AND CONSTRUCTION NOTES:
O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER C
2O REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND
C
O3 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1
C2
® SAWCUT ALONG LINE. — — — —
REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW
CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3.
Oj REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 1 .
C7
15 EXISTING CURB AND GUTTER TO REMAIN.
16 EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH
FINISHED GRADE AS DIRECTED BY ENGINEER.
1 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE
PATCH PER DETAIL ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER. M
C7
19 PROTECT EXISTING MONUMENT AND CASE.
REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
TRANSITION NON— INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL 5
C7
�1 REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6"
ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL .
C7
PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER
C
s
r_
z
m
EAST VALLEY RD. 0
N
m
n
.P
wild'_ 2S +-0
cork. _r1r• "�
BEGIN CONC. \
PVMT.
SEE DETAIL
C
LOCATION
OF ASPHALT
CONCRETE
PATCH
ONC ETE
W 9 i=
4
i
i
SEE DETAIL
4
C \
MATCH EXISTING
BEGIN CURB
MATCH EXISTING
FVR
PSfR
S,T
SEE I
DETAIL
C
P OJ�R�
5M
2
16 j! LYLUIN '110 DUNG NVM I.
END 9" CONC. PVMT.
END SMA
8 SEE DETAIL
19 6
17 � i 9 OON
NW
Ian,
1 ro� l% 15
p;rdf - ru'F
n.r
FACE OF CURB= EAST VALLEY ROAD
CONSTRUCTION CONTROL LINE
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COP DETAIL A -01.2 (TYP.)
SEE DETAIL
5
C
11
UN
o,
N�
-
i pnFS
�6
l�
STA 31+34 \
BEGIN CURB
MATCH EXISTING
STA 31+34
BEGIN AC RAMP
MATCH EXISTING
STA 31+38
OL
"55
P.
STA 31 +94, 77.Z
END`,SMA BEGIN
0" CONC. PVMT.
V '\
�J -j�111
1 6 `1l0
T
SEE DETAI'L
4
END AC RAMP
SEE DETAIL
5
C7
DWG NO.
REHABILITATION OF EAST VALLEY ROAD C5
AND SW 43rd STREET SHEET
PAVEMENT AND OVERLAY PLAN 5 OF 10
P— STPUL —TA -96 (268)
2�
20 10 0 20 40 60
SCALE IN FEET
STA 33 +57
— SEE DETAIL
4
16 / SEE
/ r DETAIL
5 6
O�jPLK�y
SEE P
EXISTING SHOULDER
A 3232 +IvEY
D 10" INC. /
' . BEGIN SMA /
SEE DETAIL (74
0 /
V
i
STATE R/W
FACE OF CURB=
CONSTRUCTION CONTROL LINE
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COB DETAIL A -01.2 (TYP.)
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COB DETAIL A -01.2 (TYP.)
STA 31 +99, 12.5'RT
BEGIN 10"
CONC. PVMT.
R- 282821
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