A02 2019 MATOC Drawings.pdf
PDF 349 KB Posted
- Attached to
- MVS CIVIL WORK & FLOOD RECOVERY MATOC IDIQ
- Solicitation number
- W912P920R0003
About this file
This document contains technical drawings and specifications for levee repair work. It details typical sections for various types of levee damage including slides, erosion, rutting, and turf establishment. Repair methods are shown along with notes. The related federal contract opportunity is a Multiple Award Task Order Contract for civil works and flood recovery efforts. The solicitation number is W912P920R0003 and it was released by the U.S. Army Corps of Engineers St. Louis District. The MATOC IDIQ will be used to issue task orders for repair, reconstruction and construction services on levees and flood control structures within the district's area of responsibility. The response due date is within 10 calendar days of RFP release.
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Other files
| File | Type | Posted |
|---|---|---|
| A02 MATOC 2019 Adv specs.pdf | ||
| A22 W912P920R0003 MATOC.pdf |
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Text version
NOT TO SCALE
SLIDE REPAIR SECTION - LEVEE SLOPE ONLY
TYPICAL SLIDE REPAIR - LEVEE SLOPE ONLY
NOT TO SCALE
C /L
L E
V E
A1
C-301
TOE OF LEVEE
CROWN OF LEVEE
TRENCH
INSPECTION
AREA
SLIDE
PLAN
C/L
LEVEE
V A
R
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S H
E
IG
H T
L E
V E
E
10' 2'
LEVEE TOE
1V:1.5H SLOPE
1V:1H SLOPE
OF SLIDE
10' FROM EDGE
EXCAVATED AREA
EXCAVATED AREA
V O
N V
A R
IE
S
V O
N V
A R
IE
S
1V
ON V
ARIE
S (
TYP)
SLIDE REPAIR DESIGN GRADE
NOT TO SCALE
TYPICAL SLIDE REPAIR - CROWN & LEVEE SLOPE
NOT TO SCALE
SLIDE REPAIR SECTION - CROWN & LEVEE SLOPE
A5
C-301
C /L
L
V E
E
CROWN OF LEVEE
TOE OF LEVEE
TRENCH
INSPECTION
AREA
SLIDE
PLAN
(V A
R
IE
S
H E
IG
H T
L E
V E
E
10' 4'
LEVEE TOE
1V:1.5H SLOPE
1V:1H SLOPE
C/L
LEVEE
OF SLIDE
10' FROM EDGE
EXCAVATED AREA
EXCAVATED AREA
V O
N V
A R
IE
S
V O
N V
A R
IE
S
1V
ON V
ARIE
S (
TYP)
SLIDE REPAIR DESIGN GRADE
GENERAL SHEET NOTES
A1 A5
D1 D6
AVOID DAMAGING EXISTING TREES.
10' BEYOND THE EXISTING LEVEE TOE MAY BE SHORTENED TO
REPRESENTATIVE, THE 10' DIMENSION EXTENDING THE REPAIR
4. AT THE DISCRETION OF THE CONTRACTING OFFICER
ADJACENT UNDAMAGED LEVEE SECTIONS.
WIDTH OF THE AVERAGE LEVEE CROWN WIDTH OF THE
3. LEVEE CROWN WIDTH OF SLIDE REPAIR TO BE A MINIMUM
UNDAMAGED LEVEE SECTION.
2. SLIDE REPAIR DESIGN GRADE TO MATCH ADJACENT
REPRESENTATIVE.
REPAIR TO BE APPROVED BY THE CONTRACTING OFFICER'S
1. LEVEE REPAIR SECTION USED FOR EACH INDIVIDUAL SLIDE
OR 31 22 24.99 15
SEE SPEC SECTION 31 22 23.99 15
APPROXIMATE LENGTH
OR 31 22 24.99 15
SEE SPEC SECTION 31 22 23.99
APPROXIMATE LENGTH
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TYPICAL SECTION - EROSION TYPE I SCOUR REPAIR
NOT TO SCALE
TYPICAL SECTION - EROSION TYPE II SCOUR REPAIR
EXISTING LEVEE
C/L
LEVEE
12"-18".
SECTION. EROSION DEPTH
PRE-FLOODED GRADE AND
FILL TO RESTORE LEVEE TO
EXISTING LEVEE
NOTE:
SEE PLAN DRAWINGS FOR LOCATION OF REPAIRS.
NOTE:
SEE PLAN DRAWINGS FOR LOCATION OF REPAIRS.
C/L
LEVEE
A1 A6
NOT TO SCALE
TYPICAL SECTION - EROSION TYPE III SCOUR REPAIR
NOTE:
SEE PLAN DRAWINGS FOR LOCATION OF REPAIRS.
C/L
LEVEE
GREATER THAN 18".
SECTION. EROSION DEPTH
PRE-FLOODED GRADE AND
FILL TO RESTORE LEVEE TO
EXISTING LEVEE
RIVERSIDE
NOT TO SCALE
TYPICAL SECTION - RUTTING REPAIR
NOTE:
SEE PLAN DRAWINGS FOR LOCATION OF REPAIRS.
LANDSIDE
C/L
LEVEE
SECTION
PRE-FLOOD GRADE AND
FILL TO RESTORE LEVEE TO
EXISTING LEVEE
E1 E6
DAMAGED AREA. NOT TO EXCEED 12".
NON-DAMAGED LEVEE SLOPE SURROUNDING THE
SECTION WITH MATERIAL OBTAINED FROM THE
FILL TO RESTORE LEVEE TO PRE-FLOODED GRADE AND
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EXISTING LEVEE
NOTE:
SEE PLAN DRAWINGS FOR LOCATION OF REPAIRS.
TYPICAL SECTION - ESTABLISHMENT OF TURF
C/L
LEVEE
O F
TU
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IT
S
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TABLI
SH
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B1
NOT TO SCALE
CRUSHED STONE SURFACING DETAIL
MATCH EXISTING
LEVEE CROWN - WIDTH VARIES
STONE SURFACING
6" CRUSHED
D1
NOT TO SCALE
MATCH EXISTING
LEVEE CROWN - WIDTH VARIES
F1
CRUSHED STONE SURFACING WITH GEOTEXTILE DETAIL
ON GEOTEXTILE
STONE SURFACING
6" CRUSHED
NOT TO SCALE
SLIDE REPAIR BENCHING DETAIL
C O
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A C
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P
M A
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F T
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12" MIN (TYP)
EMBANKMENT LIFTS (TYP)
EXCAVATED AREA
A7
NOTE:
BENCHING REQUIRED AT ALL LOCATIONS WHERE NEW
EMBANKMENT IS PLACED ON EXISTING LEVEE EMBANKMENT.
NOT TO SCALEE7
NOTE:
BENCHING REQUIRED AT ALL LOCATIONS WHERE NEW
EMBANKMENT IS PLACED ON EXISTING LEVEE EMBANKMENT.
BENCHING DETAIL
EMBANKMENT 12" MAX LIFTS
CONSTRUCTED GRADE
EXISTING GRADE
12" MIN (TYP)
M A
X
T Y
P
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IN
EXISTING LEVEE GRADE
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| XXX_C-302 |
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