HomeMy WebLinkAboutR-2828200
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DEMOLITION AND CONSTRUCTION NOTES:
O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER
REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND
C
® SAWCUT ALONG LINE. - - - -
® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F -01.
gO REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON
PER DETAIL
1 REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT
CONCRETE DRIVEWAY PATCH.
5 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.
18 SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL .
C7
9 PROTECT EXISTING MONUMENT AND CASE.
STA 24 +91
BEGIN CURB
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DEMOLITION AND CONSTRUCTION NOTES:
O PLANE AC PAVEMENT 2" AND CONSTRUCT NEW 2" SMA OVERLAY PER
REMOVE EXISTING ASPHALT CONCRETE PAVEMENT AND CONSTRUCT NEW 9"
THICK CEMENT CONCRETE PAVEMENT PER COR DETAIL A -01.1 AND
C
® SAWCUT ALONG LINE. - - - -
® REMOVE EXISTING CEMENT CONCRETE CURB AND GUTTER AND CONSTRUCT NEW
CEMENT CONCRETE BARRIER CURB AND GUTTER PER COR DETAIL F -01.
gO REMOVE EXISTING APRON AND CONSTRUCT NEW CEMENT CONCRETE CATCH BASIN APRON
PER DETAIL
1 REMOVE DETERIORATED PORTION OF CONCRETE DRIVEWAY AND CONSTRUCT CEMENT
CONCRETE DRIVEWAY PATCH.
5 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.
18 SAWCUT AND REMOVE PORTION OF CONCRETE CATCH BASIN APRON PER DETAIL .
C7
9 PROTECT EXISTING MONUMENT AND CASE.
STA 24 +91
BEGIN CURB
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VARIES _T MATCH EXISTING
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LONGITUDINAL CONTRACTION
OR CONSTRUCTION JOINTS
PER COR DETAIL A -01.1
AND A -01.2
4
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SEE
DETAIL C
STA 25 +02
END CURB
MATCH EXISTING
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COR DETAIL A -01.1
AND A -01.2 (TYP.)
/-VARIES
DWG N0.
REHABILITATION OF EAST VALLEY ROAD C4
AND SW 43rd STREET
PAVEMENT AND OVERLAY PLAN SHEET
4OF10
P— STPUL —TA -96 (268)
20 10 0 20 40 60
SCALE IN FEET
SEE 6
DETAIL C
i—)F)
` 1 1 — _ PA EME�TONCETE1 ► 2" SMA OVERLAY
1 STA 24 +99 SEE STA 26 +52 7 1
4 DETAIL C 4 END CONC.
PVMT. Lo
9 M BEGIN SMA
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FACE OF CURB= EAST VALLEY ROAD
CONSTRUCTION CONTROL LINE
EXISTING CATCH
BASIN TO 4
REMAIN CEMENT GONG.
CATCH BASIN
APRON
- -. . -. -._.-
- -
F-- - -- -, -- — -- -
I
DETAIL FACE of
C3,C4 NTS CURB
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LONGITUDINAL CONTRACTION
OR CONSTRUCTION JOINTS
PER COR DETAIL A -01.1
AND A -01.2
4
� 'L
SEE
DETAIL C
STA 25 +02
END CURB
MATCH EXISTING
TRANSVERSE CONSTRUCTION
OR CONTRACTION JOINTS
PER COR DETAIL A -01.1
AND A -01.2 (TYP.)
/-VARIES
DWG N0.
REHABILITATION OF EAST VALLEY ROAD C4
AND SW 43rd STREET
PAVEMENT AND OVERLAY PLAN SHEET
4OF10
P— STPUL —TA -96 (268)
20 10 0 20 40 60
SCALE IN FEET
SEE 6
DETAIL C
i—)F)
` 1 1 — _ PA EME�TONCETE1 ► 2" SMA OVERLAY
1 STA 24 +99 SEE STA 26 +52 7 1
4 DETAIL C 4 END CONC.
PVMT. Lo
9 M BEGIN SMA
� ;a
FACE OF CURB= EAST VALLEY ROAD
CONSTRUCTION CONTROL LINE
EXISTING CATCH
BASIN TO 4
REMAIN CEMENT GONG.
CATCH BASIN
APRON
- -. . -. -._.-
- -
F-- - -- -, -- — -- -
I
DETAIL FACE of
C3,C4 NTS CURB
FOR SURFACING SECTION
SEE TYPICAL ROADWAY
SECTIONS - SHEET C2
EXISTING CURB
TO REMAIN
CEMENT CONC.--\
CATCH BASIN
APRON. CONSTRUCT
SIMILAR TO CEMENT
CONC. CURB AND
GUTTER
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SECTION A-
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R- 282820
EXISTING CSTC
EXISTING CATCH
BASIN TO REMAIN
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FOR SURFACING SECTION
SEE TYPICAL ROADWAY
SECTIONS - SHEET C2
EXISTING CURB
TO REMAIN
CEMENT CONC.--\
CATCH BASIN
APRON. CONSTRUCT
SIMILAR TO CEMENT
CONC. CURB AND
GUTTER
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SECTION A-
NTS
' 6"
Y
R- 282820
EXISTING CSTC
EXISTING CATCH
BASIN TO REMAIN
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