HomeMy WebLinkAboutS-22630B70.00 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
ST 12 +_'5, 11.0' RT
r EDGE OF PAVEMENT WITH CURB
ISTA 12 +25, 13.0' RT
260.00
250.00
240.00
is
260.00
250.00
240.00
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
STA 12 +75, 12.6' RT
STA 13 +00, 13.0' RT
EDGE OF PAVEMEN -T WITI+ CURB
AND 3 BLOCK HIGH
260.00
/
I
260.00
250.00
ASPHALT DISPLACED EAST OF CRACK.
250.00
NO REPAIR REQUIRED, TYPICAL.
CRACK
R/W
260.00
1 BLOCK HIGH WALL
260.00
240.00
ASPHALT DISPLACED EAST OF CRACK.
240.00
R/w
NO REPAIR REQUIRED, TYPICAL CRACK
230.00
I
STA = 13
+00
230.00
thtw� - e
NOTES:
GROSS SECTION .CENTERLINE IS APPROXIMATE
CENTER OF EXISTING ROADWAY.
FOR PAVEMENT PATCHING, REFER TO ASPHALT
PAVEMENT PATCH DETAIL /SHEET 6.
FOR PAVEMENT EXTENSION, REFER TO
ASPHALT PAVEMENT EXTENSION DETAIL /SHEET
6.
FOR TRENCHES, REFER TO TRENCH
DETAIL /SHEET 6.
FOR 8,LOCK WALLS, REFER TO BLOCK WALL
DETAILS /SHEET 6.
CROSS SECTION INFORMATION
NOTE.
PAVEMENT AND CURB WORK DELETED FROM CONTRACT
SCALE: r' = 10'
ASC.SC�-
�1s oT aesy�
Q �e4
REVISED TO CONFORM e
o
TO CONSTRUCTION RECORDS q
MARK MILLER 10/24/00 2220 0
+ ISTO' ti SIGNED:'
RH2 ENGINEERING INC. DATE StONAL 06112198
EXPIRES 9/21 /00�
r
r
I
STA 12 +75, 12.6' RT
EDGE -OF- PAVEMEtVF WLTH --CURB
AND 3 BLOCK HIGH WALL
STA 12 +00, 4.4' RT
r
260.00
260.00
-
EDGE OF -PAVEMENT WITH CURB
II STA 12 +00, R IW
R/W
260.00
1 BLOCK HIGH WALL
260.00
250.00
ASPHALT DISPLACED EAST OF CRACK.
250.00
NO REPAIR REQUIRED, TYPICAL CRACK
250.00
I I
+ 250.00
240.00
-- _
240.00
RiW
R,IW
I STA = 12 +75
240.00
S T T A
240.00
- 12 +00
230.00
230.00
230.00
230.00
SEA 12 +50, 14.0' RT
- EDGE-Of- PAV€M€NT -W14H -CURB
AND 3 BLOCK HIGH WALL
RIW
260.00
R/W
260.00
ASPHALT DISPLACED EAST OF CRACK.
260.00
EXTRUDED-CURB --
260.00
250.00
NO REPAIR REQUIRED, TYPICAL.
CRACK
250.00
250.00
f 250.00
240.00
240.00
R/W
RAW STA =' 12+50
to 308
240.00 STA
= 11 +75 240.00
230.00
� /
,-Now -
230.00
230.00
230.00
220.00_
220.00
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
thtw� - e
NOTES:
GROSS SECTION .CENTERLINE IS APPROXIMATE
CENTER OF EXISTING ROADWAY.
FOR PAVEMENT PATCHING, REFER TO ASPHALT
PAVEMENT PATCH DETAIL /SHEET 6.
FOR PAVEMENT EXTENSION, REFER TO
ASPHALT PAVEMENT EXTENSION DETAIL /SHEET
6.
FOR TRENCHES, REFER TO TRENCH
DETAIL /SHEET 6.
FOR 8,LOCK WALLS, REFER TO BLOCK WALL
DETAILS /SHEET 6.
CROSS SECTION INFORMATION
NOTE.
PAVEMENT AND CURB WORK DELETED FROM CONTRACT
SCALE: r' = 10'
ASC.SC�-
�1s oT aesy�
Q �e4
REVISED TO CONFORM e
o
TO CONSTRUCTION RECORDS q
MARK MILLER 10/24/00 2220 0
+ ISTO' ti SIGNED:'
RH2 ENGINEERING INC. DATE StONAL 06112198
EXPIRES 9/21 /00�
r
r
I