Attachmen_8_MATOC_Typical_Sections.pdf

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W912P9-17-R-0010 rehabilitation of earthen levees or civil works repair projects MATOC
Solicitation number
W912P9-17-R-0010
Issued by

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IDENTIFICATION

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P R fiof Engineers

US Army Corps

N o fiof Engineers of Engineers

US Army Corps

Solicitation: W912P9-17-R-0010

Contract: W912P9-XX-X-XXXX

M A

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JUNE 2017

RECOVERY PROJECTS

CIVIL WORKS AND FLOOD

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MATOC TYPICAL SECTIONS

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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

GENERAL SHEET NOTES

NOT TO SCALE

SLIDE REPAIR SECTION - LEVEE SLOPE ONLY

TYPICAL SLIDE REPAIR - LEVEE SLOPE ONLY

NOT TO SCALE

(TYP.)

C /L

E

V E

A1

C-301

TOE OF LEVEE

CROWN OF LEVEE

TRENCH

INSPECTION

AREA

SLIDE

PLAN

C/L

LEVEE

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IE

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IG

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L E

V E

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10' 2'

LEVEE TOE

1V:1.5H SLOPE

1V:1H SLOPE

SEE SPEC SECTION 31 22 23.99

APPROXIMATE LENGTH

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

A3

C-301

C /L

V E

E

CROWN OF LEVEE

(TYP.)

TOE OF LEVEE

TRENCH

INSPECTION

AREA

SLIDE

PLAN

(V A

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IE

S

H E

IG

H T

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10' 4'

LEVEE TOE

1V:1.5H SLOPE

1V:1H SLOPE

C/L

LEVEE

SEE SPEC SECTION 31 22 23.99

APPROXIMATE LENGTH

OF SLIDE

10' FROM EDGE

EXCAVATED AREA

EXCAVATED AREA

V O

N V

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IE

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1V

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SLIDE REPAIR DESIGN GRADE

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IDENTIFICATION

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RIVERSIDE LANDSIDE RIVERSIDE LANDSIDE

RIVERSIDE LANDSIDE

NOT TO SCALE NOT TO SCALE

NOT TO SCALE

SECTION. NOT TO EXCEED 12".

PRE-FLOODED GRADE AND

FILL TO RESTORE LEVEE TO

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.

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

C/L

LEVEE

NOT TO SCALE

CRUSHED STONE SURFACING DETAIL

MATCH EXISTING

TYPICAL SECTION - IMPERVIOUS EMBANKMENT TYPE I REPAIR TYPICAL SECTION - IMPERVIOUS EMBANKMENT TYPE II REPAIR

TYPICAL SECTION - IMPERVIOUS EMBANKMENT TYPE III REPAIR

EXISTING STONE SURFACING

WIDTH - VARIES

A1 A3

C1 C3

ON GEOTEXTILE

STONE SURFACING

6" CRUSHED

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RIVERSIDE

NOT TO SCALE

TYPICAL SECTION - RUTTING REPAIR

NOTE:

SEE PLAN DRAWINGS FOR LOCATION OF REPAIRS.

LANDSIDE

C/L

LEVEE

EXISTING LEVEE

NOT TO SCALE

EXISTING LEVEE

NOTE:

SEE PLAN DRAWINGS FOR LOCATION OF REPAIRS.

TYPICAL SECTION - ESTABLISHMENT OF TURF

C/L

LEVEE

O F

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TABLI

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A1 A3

RIVERSIDE LANDSIDE

SECTION (TYPE I EMBANKMENT)

PRE-FLOOD GRADE AND

FILL TO RESTORE LEVEE TO

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