HomeMy WebLinkAboutS-22630C70.00 60.00
50.00 40.00 30.00 20.00 10.00 10.00
20.00 30.00 40.00 50.00
60.00 70.00
260.00
260.00
STA 3 +75, 13.2' RT i
r EDGE OF PAVEMENT WITH CURB
STA 13 +25, 12.8' RT
R/W
250.00
%
250.00
ASPHALT DISPLACED EAST OF CRACK.
STA 14 +00, 14.8' RT
EDGE -OF- PAVEMENT- -WffH- -CURB
260.00
NO REPAIR REQUIRED, TYPICAL
R/W
260.00 250.00
240.00
CRACK
250.00
240.00
2.30.00
I /
230.00
R/W
STA = 13+75
i
ASPHALT DISPLACED EAST OF CRACK.
i
70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00
STA 14 +50, 13.6' RT
2 5 0.0 0 EDGE OF PAVEMENFT WITH+ G{iRB 255 0.00
R/W
240.00 240.00
ASPHALT DISPLACED EAST OF CRACK.
NO REPAIR REQUIRED, TYPICAL.
CRACK
230.00
y 230.00
220.00 R/W 220.00
STA = 14+50
STA 13 +50, 11.2' RT
EDGE OF PAVEMENT WITH CURB STA 14 +25, 13.7' RT
AND 2 BLOCK HIGH WALL EDGE OF PAVEMENT WITH- -CURB-
260.00 / 260.00 250.00 250.00
/ R/W
I R/W
250.00 I 250.00 240.00 ASPHALT DISPLACED EAST OF CRACK. 240.00
/ NO REPAIR REQUIRED, TYPICAL.
ASPHALT DISPLACED EAST OF CRACK. CRACK
NO REPAIR REQUIRED, TYPICAL.
CRACK
240.00 240.00 230.00 230.00
R/W
RIW 220.00 STA = 14 +25 220.00
I STA = 13+50
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NOTES:
CROSS SECTION CENTERLINE IS APPROXIMATE
CENTER OF EXISTING ROADWAY.
FOR PAVEMENT PATCHING, REFER TO ASPHALT
PAVEMENT PATCH DETAIL /SHEET6.
FOR PAVEMENT EXTENSION, REFER TO
ASPHALT PAVEMENT EXTENSION DETAIL /SHEET
6.
FOR TRENCHES, REFER TO TRENCH
DETAIL /SHEET 6.
FOR BLOCK `WALLS, REFER TO BLOCK WALL'
DETAILS /SHEET 6.
m
SCALE: 1" = 10'
(VOTE
PAVEMENT AND CURB WORK DELETED FROM CONTRACT
Pg C. SC'
wasg� �l
o��eti a�Q n
REVISED TO CONFORM
TO CONSTRUCTION RECORDS � ' �=� e,
MARK MILLER 10/24/00 2220 v
�'arsr SICNF,p;
RH2 ENGINEERING INC. DATE $LORAL 06112198
E %PIKES 9/21/00
F�R
1411MILL 1� 6-9
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z, I.
270.00
270.00
STA 13 +25, 12.8' RT
EDGE - OF- -PAV €M €NT -MTH -CURB
AND 2 BLOCK HIGH WALL
STA 14 +00, 14.8' RT
EDGE -OF- PAVEMENT- -WffH- -CURB
260.00
R/W
260.00 250.00
250.00
I /
R/W
ASPHALT DISPLACED EAST OF CRACK.
250.00
250.00 240.00
NO REPAIR REQUIRED, TYPICAL.
240.00
ASPHALT DISPLACED EAST OF CRACK.
CRACK
NO REPAIR REQUIRED, TYPIrAL_
CRACK
240.00
20 -0.00 230.00
230.00
R/W
RIW STA = I 1 d i nn
■-r vv
�
zn n
2��.0
I STA =.1;3-x-25
230.00 220.00
v
220.00
I
I
220.00
220.00 210.00
210.00
70.00 60.00
50.00 40.00 30.00 20.00 10.00 10.00
20.00 30.00 40.00 50.00
60.00 70.00 70.00 60.00
50.00 40.00 30.00 20.00 10.00 10.00
20.00 30.00 40.00 50.00
60.00 70.00
CROSS SECTION INFORMATION
REVISED TO CONFORM TO CONSTRUCTION RECORDS
I DMB I MLM 10/24/00
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I
NOTES:
CROSS SECTION CENTERLINE IS APPROXIMATE
CENTER OF EXISTING ROADWAY.
FOR PAVEMENT PATCHING, REFER TO ASPHALT
PAVEMENT PATCH DETAIL /SHEET6.
FOR PAVEMENT EXTENSION, REFER TO
ASPHALT PAVEMENT EXTENSION DETAIL /SHEET
6.
FOR TRENCHES, REFER TO TRENCH
DETAIL /SHEET 6.
FOR BLOCK `WALLS, REFER TO BLOCK WALL'
DETAILS /SHEET 6.
m
SCALE: 1" = 10'
(VOTE
PAVEMENT AND CURB WORK DELETED FROM CONTRACT
Pg C. SC'
wasg� �l
o��eti a�Q n
REVISED TO CONFORM
TO CONSTRUCTION RECORDS � ' �=� e,
MARK MILLER 10/24/00 2220 v
�'arsr SICNF,p;
RH2 ENGINEERING INC. DATE $LORAL 06112198
E %PIKES 9/21/00
F�R
1411MILL 1� 6-9
i
z, I.