Devils_Lake_Amendment_1_drawing_half_size.pdf

PDF 340 KB Posted Aug 23, 2017

Attached to: Devils Lake Filter Stone Repair Federal contract opportunity
Solicitation number: W912ES-17-B-0008
Issued by: Department of the Army Corps of Engineers Engineering District St Paul

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Devils Lake Amendment 1 drawing half size

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Other files for this federal contract opportunity

Other files attached to Devils Lake Filter Stone Repair, newest first.
File	Type	Posted
W912ES17B0008_Bid_Abstract.pdf	PDF	Sep 12, 2017
Devils_Lake_Site_Visit_Attendance_Sheet.pdf	PDF	Sep 5, 2017
Devils_Lake_Amendment_1_Bid_Schedule.pdf	PDF	Aug 23, 2017
Devils_Lake_Amendment_1.pdf	PDF	Aug 23, 2017
Devils_Lake_Amendment_1_drawing_full_size.pdf	PDF	Aug 23, 2017
W912ES-17-B-0008_Plans_HalfSize.pdf	PDF	Aug 8, 2017
W912ES-17-B-0008_Specs.pdf	PDF	Aug 8, 2017
W912ES-17-B-0008_Plans_FullSize.pdf	PDF	Aug 8, 2017

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AND SEED

EX TOPSOIL

AND SEED

EX TOPSOIL

AND SEED

EX TOPSOIL

IMPERVIOUS

EX SELECT

IMPERVIOUS

EX SELECT

IMPERVIOUS

EX SELECT

IMPERVIOUS

EX SELECT

EX IMPERVIOUS

EX FILTER STONE

SEE NOTE 3

9" FILTER STONE CAP

SEE NOTE 3

9" FILTER STONE CAP

SEE NOTES 1 & 2

FILTER STONE,

SALVAGED

SEE NOTES 1 & 2

FILTER STONE,

SALVAGED

AND SEED

EX TOPSOIL

EX IMPERVIOUS

SEE NOTE 7

EX GEOTEXTILE

SEE NOTE 7

EX GEOTEXTILE

SEE NOTES 1 & 2

FILTER STONE,

SALVAGED

6" FILTER STONE CAP

SEE NOTES 5 & 6

EX GROUND

SEE NOTES 5 & 6

EX GROUND

SEE NOTES 5 & 6

EX GROUND

SEE NOTES 5 & 6

EX GROUND

SEE NOTES 5 & 6

EX GROUND

BENCH, SEE NOTE 4

9" FILTER STONE CAP

SEE NOTE 7

EX GEOTEXTILE

EX IMPERVIOUS

AND SEED

EX TOPSOIL

BENCH, SEE NOTE 4

9" FILTER STONE CAP

BENCH, SEE NOTE 4

9" FILTER STONE CAP

SEE NOTE 7

EX GEOTEXTILE

BENCH, SEE NOTE 4

9" FILTER STONE CAP

BENCH, SEE NOTE 4

4" FILTER STONE CAP

EX TOPSOIL AND SEED

EXTEND BENCH TO

VARIES

D E

S L

A K

E S

U B R

E R B

A S

S T P

A U

L D

T R

S T P

A U

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A R

M Y C

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P S O

F E

N G

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U M

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A L C

O N

T R

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C O

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A T

E S

Y S

T E

H O

O N

T A

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O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

N A

N D S

P C

N O

R T

H Z

O N

E -U .S S

U R

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N A

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A D

N D S

P C

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U R

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N A

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N .T .S

A N

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CS501

D L F S

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D E

S L

A K

D E

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N O

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EX SAND DRAIN

EX SAND

THIS SHEET ONLY

GENERAL NOTES:

D E

S L

A K

E F

T E

R S

T O

N E R

E P

W E

S -1

-B -0

N.T.S.

SCALE:

SEEPAGE BERM TOE - FILTER STONE WITHOUT GULLIES

FILTER STONE CAP DETAIL 2

N.T.S.

SCALE:

EMBANKMENT TOE - FILTER STONE WITH GULLIES

FILTER STONE CAP DETAIL 4

N.T.S.

SCALE:

EMBANKMENT TOE - FILTER STONE WITHOUT GULLIES

FILTER STONE CAP DETAIL 3

SLOPE

SLOPESLOPE

SLOPE

E L E

V A

N D

A T

U M

V E

R T

A L C

O N

T R

O L

C O

O R

A T

E S

Y S

T E

H O

O N

T A

L C

O N

T R

O L

C O

M B

E D F

A C

T O

C F

G E

1V:3 .5H

MAX

1V:

3.5H

MAX

1V:3 .5H

MAX

1V:3 .5H

MAX

1V:3 .5H

MAX

N.T.S.

SCALE:

STABILITY BERM TOE - FILTER STONE WITH GULLIES

FILTER STONE CAP DETAIL 5

EXISTING RUT QUANTITY TABLE

T E

R S

T O

N E C

A P D

E T

S A

N D

STONE CAP PLACEMENT.

GEOTEXTILE TO BE COVERED BY FILTER

EXISTING GEOTEXTILE TO REMAIN.7.

FROM EXISTING EMBANKMENT/BERM TOE.

SHALL ALLOW WATER TO DRAIN AWAY

THE TOE OF EMBANKMENT. GRADING

GROUND SHALL NOT BE RAISED ABOVE

WITHIN THE LIMITS OF WORK. EXISTING

EMBANKMENT/BERM TOES WITH TOPSOIL

TURFED AREA ADJACENT TO EXISTING

GRADE AND FILL ALL EXISTING RUTTING IN6.

DISPOSE ALL CONTAMINATED MATERIAL

IS TO BE CONSIDERED CONTAMINATED.

STONE CAP. ALL FILTER STONE BEYOND TOE

TOE THAT WILL NOT BE COVERED BY FILTER

MATERIAL ADJACENT TO EMBANKMENT/BERM

REMOVE EXISTING ERODED FILTER STONE5.

LOCATIONS.

UNDER THE FILTER STONE CAP IN THESE BENCH

CAP BENCH. FILTER STONE IS NOT REQUIRED

FACILITATE CONSTRUCTION OF FILTER STONE

AREA. EXCAVATE EXISTING MATERIAL TO

ESTABLISHED TURF AND FULLY COVER ERODED

OF THE FILTER STONE CAP BENCH UP TO

EXISTING FILTER STONE, EXTEND PLACEMENT

FILL HAS ERODED IMMEDIATELY ABOVE THE

IN AREAS WHERE TOPSOIL AND/OR IMPERVIOUS4.

THICKNESS.

FILTER STONE CAP SHALL BE 6" MINIMUM

FILTER STONE CAP. FILTER STONE BENEATH

A SMOOTH SURFACE PRIOR TO PLACING

WITHIN LIMITS OF WORK AREA TO CREATE

GRADE EXISTING FILTER STONE SLOPE3.

ENOUGH STONE FOR REPAIR.

TO EROSION GULLIES DOES NOT PROVIDE

RAILROAD REACH IF FILTER STONE ADJACENT

CLEAN SALVAGED FILTER STONE ALONG

OFFICER FOR LOCATIONS TO OBTAIN

COORDINATE WITH CONTRACTING2.

CAP SHALL BE 6" MINIMUM THICKNESS.

CAP. FILTER STONE BENEATH FILTER STONE

GULLIES PRIOR TO PLACING FILTER STONE

TO FILL AND GRADE SMOOTH EROSION

USE CLEAN SALVAGED FILTER STONE

AREAS ADJACENT TO EROSION GULLIES.

GRADE FILTER STONE FROM EMBANKMENT1.

N.T.S.

SCALE:

SEEPAGE BERM TOE - FILTER STONE WITH GULLIES

FILTER STONE CAP DETAIL 1

E X

G R

U T Q

U A

N T

Y T

A B

L E

D W

G R

S U

E D W

H A

M E

N D

M E

N T N

A U

S O

A T

N N

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A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

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A P

P R

D A

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B M

T E

D B

P L

O T S

C A

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P L

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A T

D A

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M A

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D E

S C

C O

N T

R A

C T N

D A

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A P

P R

®of Engineers

US Army Corps of Engineers

US Army Corps

Sheet

File details come from the government source that posted it. Updated Nov 14, 2017.