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DEMOLITION AND CONSTRUCTION NOTES
10 PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e
2� REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1e
30 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1' . 0
® SAWCUT ALONG LINE. - - - -
REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW
CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3.
O REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL to
EXISTING CURB AND GUTTER TO REMAIN.
® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH
FINISHED GRADE AS DIRECTED BY ENGINEER.
Q REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE
PATCH PER DETAIL /-9"'N . ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER.
Og PROTECT EXISTING MONUMENT AND CASE.
® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
TRANSITION NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL ® .
® REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6"
ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL
® PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e .
LOCATION
OF ASPHALT
CONCRETE
PATCH
SEE DETAIL
4
1 31+59, 77.
E' 'I CURB
MAI::'H EXISTING
MATCH EXISTING
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SEE
DETAIL
✓ ERA
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STA 31+40
S ®DETAIL
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STA 31+94, 77.5
IEND,, SMA BEGIN
(il0" CONC. PVMT.
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
— S ®DETAIL
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END SMA
- 6 SEE DETAIL
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x STA 28 +60
C END SMA
m BEGIN CONC. MENS BEGIN AC RAMP
-4 PVMT. � C �E PA N MATCH EXISTING
o ON TRANSVERSE CONSTRUCTION
EAST VALLEY
RD. = SEE DETAIL ¢ N 9 OR CONTRACTION JOINTS STA 31 +38
^ 2Qpb0 PER CDR DETAIL A -01.2 (TYP.) END CURB
C FACE OF CURB=
p CONSTRUCTION
-7 CONTROL LINE
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SEE DEfAit' \
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END SH(
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i4 32 +56 �
JD 1 NC. /
BEGIN SMA
SEE DETAIL®
STATE R%W
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TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COR DETAIL A -01.2 (TYP.)
SEE
DETAIL
tv
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COR DETAIL A -01.2 (TYP.)
STA 31 +99, 12.5'RT
CONC. PVMT.
A• FE
OOjr70} WA. ♦O
17969
R= 282832
2 •�ins� �2
SS10NAL 6aG
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DEMOLITION AND CONSTRUCTION NOTES
10 PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e
2� REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1e
30 REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 10"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND 1' . 0
® SAWCUT ALONG LINE. - - - -
REMOVE EXISTING CEMENT CONCRETE RAMP AND CONSTRUCT NEW
CEMENT CONCRETE CURB RAMP PER TABLE 1, SHEET C3.
O REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL to
EXISTING CURB AND GUTTER TO REMAIN.
® EXISTING UTILITY AND COVERS TO REMAIN. PROTECT AND ADJUST TOP COVER TO MATCH
FINISHED GRADE AS DIRECTED BY ENGINEER.
Q REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW ASPHALT CONCRETE
PATCH PER DETAIL /-9"'N . ACTUAL SIZE AND LOCATION TO BE DETERMINED BY THE ENGINEER.
Og PROTECT EXISTING MONUMENT AND CASE.
® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
TRANSITION NON- INTEGRAL CEMENT CONCRETE BARRIER CURB PER DETAIL ® .
® REMOVE EXISTING ASPHALT CONCRETE RAMP AND SHOULDER AND CONSTRUCT NEW 6"
ASPHALT CONCRETE RAMP AND SHOULDER PER DETAIL
® PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER e .
LOCATION
OF ASPHALT
CONCRETE
PATCH
SEE DETAIL
4
1 31+59, 77.
E' 'I CURB
MAI::'H EXISTING
MATCH EXISTING
� n
SEE
DETAIL
✓ ERA
SON O`I
STA 31+40
S ®DETAIL
\ �\ I
o. 5 5
1p�
1
\ S.c
r�
L,a Ur
r"
STA 31+94, 77.5
IEND,, SMA BEGIN
(il0" CONC. PVMT.
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
— S ®DETAIL
lJJ l
i
i
y- r
•y r- 6»
oe
b7 BEGIN 10 CONC. PVMT. ,
... Y :. END 9' CoNC. PVMT. l-' `'C L'�
L_
END SMA
- 6 SEE DETAIL
1 C i p0
4 v
— r
¢ i v '9TA 31 + 4
1 BEGIN CUR
1 Og T
n t MATCH EXISTING
x STA 28 +60
C END SMA
m BEGIN CONC. MENS BEGIN AC RAMP
-4 PVMT. � C �E PA N MATCH EXISTING
o ON TRANSVERSE CONSTRUCTION
EAST VALLEY
RD. = SEE DETAIL ¢ N 9 OR CONTRACTION JOINTS STA 31 +38
^ 2Qpb0 PER CDR DETAIL A -01.2 (TYP.) END CURB
C FACE OF CURB=
p CONSTRUCTION
-7 CONTROL LINE
28 +0 "
SEE DEfAit' \
`---T
� A
END SH(
EXISTING
i4 32 +56 �
JD 1 NC. /
BEGIN SMA
SEE DETAIL®
STATE R%W
n1 1
FACE OF CURB=
CONSTRUCTION CONTROL LINE
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COR DETAIL A -01.2 (TYP.)
SEE
DETAIL
tv
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COR DETAIL A -01.2 (TYP.)
STA 31 +99, 12.5'RT
CONC. PVMT.
A• FE
OOjr70} WA. ♦O
17969
R= 282832
2 •�ins� �2
SS10NAL 6aG
E)fRIRES- 6/26/2&01
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