7899_s1v8.pdf
PDF 102 KB Posted
- Attached to
- INTERSECTION IMPROVEMENT
- Solicitation number
- W911S7-16-B-0025
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| File | Type | Posted |
|---|---|---|
| W911S7-16-B-0025_Bid_Abstract.pdf | ||
| Questions.pdf | ||
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| DBA_Wage_Determination_MO160019 _19_Aug_2016.pdf | ||
| W911S7-16-B-0025_-_0001_Intersection_Improvement.pdf | ||
| 7899_coverv8.pdf | ||
| 7899_s3v8.pdf | ||
| 7899_c4v8.pdf | ||
| W911S716B0025_SOW_Final.pdf | ||
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| 7899_c1v8.pdf | ||
| W911S716B0025.pdf | ||
| 7899_s2v8.pdf | ||
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Text version
MATCH SLOPE OF
TACK COAT
1'-0"
EXISTING PAVEMENT
12" GRADED CRUSHED AGGREGATE BASE COURSE
COAT TO JOINT
APPLY TACK
6"
6" COMPACTED LIME-MODIFIED SUBGRADE
ADJACENT PAVEMENT
SAW-CUT
DRIVING LANE
DETAIL
CURB AND GUTTER SEE
PROJECT NO:
DRAWING NO:
SHEET OF
DATE
SCALE
D E
S I
G N
E D
D R
A W
N
C H
E C
K E
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B M I
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W F
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ˆ" = 1'-0"
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S1 3
TYPICAL ROADWAY EXPANSION DETAIL
N.T.S.
A
C7899.10
12 AUG 15
P A
V E
M E
T A
8" OF CONCRETE WITH WWF 6X12-W6.3XW4
xxxxxxxxxxxxxxxxxxxxxxxx
3"
PLACE EXPANSION JOINT EVERY 4TH JOINT.
LONGITUDINAL JOINT IN THE MIDDLE.
1. SAWCUT CONTRACTION JOINTS EVERY 15FT WITH ONE
CONCRETE NOTES:
2" SP 125
M.0045445
J
B A
L E
7899_c1.dgn Default 5/25/2016 10:59:58 AM
| 2016-06-01T11:03:43-0500 | |
| ROBERTS.GARY.L.1231307644 |
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