PLANS-C-107-C-108.pdf

PDF 5 MB Posted Jul 25, 2018

Attached to: Farrenburg Levee Renovation, Phase 3
Solicitation number: W912EQ-18-B-0007
Issued by: Department of the Army Corps of Engineers Engineering District Memphis

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PLANS(C-107 and C-108)

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Other files

File	Type	Posted
ABSTRACT-18B0007.pdf	PDF	Aug 14, 2018
Estimated_Quantities-Farrenburg_Phase_3.pdf	PDF	Aug 6, 2018
AMEND_0002.pdf	PDF	Jul 24, 2018
Amendmend_0001.pdf	PDF	Jul 10, 2018
A07D-PLANS.pdf	PDF	Jul 10, 2018
A07D-SOLICITATION.pdf	PDF	Jul 10, 2018
A07D-SPECS.pdf	PDF	Jul 10, 2018

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PASSABLE

BRIDGE NOT

CULVERT 10

CULVERT 9

BORROW PIT

CE 1

TCE 1

TCE 3

TCE 4

TCE 5

TCE 6TCE 7

TCE 8

TCE 9

TCE 10

TCE 11

TCE 12

TCE 13

TCE 14

TCE 15

TCE 16

TCE 17

TCE 18

TCE 19

TCE 20

TCE 21

TCE 22

TCE 23 TCE 24

TCE 25

TCE 26

TCE 27

TCE 28

TCE 29

TCE 30

TCE 31

TCE 32

TCE 33

TCE 34

TCE 35

TCE 36

TCE 37

TCE 38

TCE 39

TCE 40

TCE 41

DE 1

DE 2

DE 3

DE 4

TCE 2

WEST TOB LINE

BORROW PIT

ROW 1

ROW 2

ROW 3

ROW 4

ROW 5

ROW 6

ROW 7

ROW 8

ROW 9

ROW 10

ROW 17

ROW 18

ROW 19 ROW 20

ROW 21

2-NMBG-17

1-NMBG-17

3-NMBG-17

ROW 11

ROW 12

ROW 13

R O

ROW 14

ROW 16

DO NOT ENTER OR DISTURB.

AREA TO BE USED FOR OTHER PROJECTS.

EXISTING GRADE

PROPOSED GRADE

20'9'17'

AREA.

BORROW PIT LOCATED IN THIS

BORROW OPERATIONS TO THE

ON THIS CONTRACT. LIMIT ALL

WORK AREA AVAILABLE FOR USE

ACCESS / TEMPORARY CONSTRUCTION EASEMENT

PERMANENT DRAINAGE EASEMENT

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

Q -1

-B -0

M E

M P

T R

M A

M E

M P

P I

E R L

E V

E E

S M

T E

N A

N C

N E

W M

A D

O S

E S

T O

N R

G E F

A R

R E

N B

U R

N E

W M

A D

O U

N T

S O

U R I

S T J

O H

N 'S L

E V

E E D

R A

A G

E D

T R

L E

V E

E R

E N

O V

A T

N P

H A

S E

C U

L V

E R

E P

L A

C E

M E

N T

M A

11+00

13+00

14+00

15+00

18+

19+00

21+00

22+00

23+00

POB

STA. 1

0+0

0.00

STA. 1

0+3

4.38

T A . 11+15.88

T A . 11+25.66

P O

T A . 1

300300

10+00 11+00

BORROW PIT PROFILE

0.50%

EXISTING GRADE

ALONG WEST TOB

PROPOSED BOTTOM

GRADE (WEST TOE)

STA. 10+00.00

EL. 274.00

STA. 12+05.00

EL. 275.03

12+05

H W

Y U

CR 7

C R

STATE H

WY P

CR 730

C R

HWY P

C R

LOCATION MAP

SCALE: 1"=3000'

H O

L T

D O

N A

L D S

C A

L L

A H

A N

B O

R R

O W P

L A

C-107 100' 200'

SCALE:1"=100'

STATE

W Y

9080706050403020100

(H O

C N

T R

W E

S T T

O B L

(V E

R T

C N

T R

W E

S T T

O E L

1V:3H

TYPICAL SECTION

MAX.

STOCKPILE SLOPE 30 FT. FROM BORROW AREA EAST ROW LINE.

CORNER OF DESIGNATED AREA (NEAR "CE1"). LOCATE EASTERN TOE OF

SECTION BUT NOT NEEDED AT CONSTRUCTION SITE IN THE SOUTHEAST

STOCKPILE ANY MATERIAL REQUIRED TO BE EXCAVATED TO MEET GRADE AND 4.

REQUIREMENTS SHOWN.

BORROW PIT EXCAVATION SHALL MEET THE GRADE AND SECTION

MAINTAIN CONTINUITY WITH ADJACENT FUTURE BORROW OPERATIONS. FINAL

3. EXCAVATE BORROW PIT TO THE LINES AND GRADES SHOWN IN ORDER TO

CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

PROJECTS. ACCESS ROAD IMPROVEMENT PLAN SHALL BE APPROVED BY THE

AS NECESSARY TO SUPPORT HAULING OPERATIONS FOR THIS AND FUTURE

2. IMPROVE EXISTING GRAVEL ROAD SHOWN FROM LEVEE TO BORROW PIT ROW

THE BORROW PIT FOR THIS CONTRACT WILL EXPIRE ON 1 APR 2019.

SITES AS FIRST ITEM OF WORK. DUE TO OTHER PROJECT NEEDS, ACCESS TO

1. OBTAIN BORROW MATERIAL AND TRANSPORT TO CULVERT REPLACEMENT

NOTES:

H O

L T

N N

2.0%

0.5%

SEE DETAILS BELOW

RIPRAP APRON

SPRINGLINE

UNDISTURBED EARTH

NST 1V:2H

EXCAVATION LINE

TO PROPOSED GRADE

IN 12" LIFTS FROM SPRINLINE

MATERIAL - PLACED

BACKFILL WITH EXCAVATED

E: 922222.664

N: 13300027.705

INV.: 286.50'

E: 922217.192

N: 13300067.142

INV.: 286.50'

± 40 LF OF 24" CMP @ 0.5%

E: 923528.146

N: 13300024.722

INV.: 273.50'

± 90 LF OF 30" CMP @ 0.5%

E: 923490.359

N: 13299944.991

INV.: 273.05'

E: 923559.247

N: 13299913.961

INV.: 272.79'

± 158 LF OF 36" CMP @ 0.5%

E: 923628.700

N: 13300056.272

INV.: 272.00'

PROPOSED CULVERT

6" BEDDING MATERIAL

DESIGN GRADE

6" BEDDING MATERIAL

RIPRAP

24" R-90

DIA

18'

SURFACE COURSE

6" COMPACTED AGGREGATE

18'

SURFACE COURSE

6" COMPACTED AGGREGATE

IN 12" LIFTS UP TO SPRINGLINE

BACKFILL TO BE PLACED

COMPACTED PERVIOUS

1V:2.5H

1V:3H

PROPOSED 30" CMP

PROPOSED 24" CMP

PROPOSED CULVERT

S O

A T

N N

D E

N E

D B

D E

S C

M A

R K

S U

B M

T E

D B

D A

T E

C H

E C

K E

D B

D R

A W

N B

U E D

A T

2 3 4 5 6 7 8 9 10

SHEET ID

®of Engineers

US Army Corps

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A N

S I

W E

Q -1

-B -0

M E

M P

T R

M A

M E

M P

P I

E R L

E V

E E

S M

T E

N A

N C

N E

W M

A D

O S

E S

T O

N R

G E F

A R

R E

N B

U R

N E

W M

A D

O U

N T

S O

U R I

S T J

O H

N 'S L

E V

E E D

R A

A G

E D

T R

L E

V E

E R

E N

O V

A T

N P

H A

S E

C U

L V

E R

E P

L A

C E

M E

N T

M A

4+0

0 8 0 9

0 290

295 295

295 295 295

310310

5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+20

P V I .4

E L E

P V I .4

E L E

P V I .6

E L E

P V I .7

E L E

P V I .4

E L E

P V I .3

E L E

P V I .0

E L E

P V I .4

E L E

P V I .8

P V I .9

E L E

V I .2

E L E

V I .9

E L E

V I .1

E L E

0.00% 5.09% 1.76% -0.78% 2.07% 0.16% -0.19%

-2.68%

1.16%

-3.08%

-0.27%0.00%

E L E

HAUL ROAD PROFILE

TRENCH INSTALLATIONS

2' MIN. COVER

12" MIN.

D + 48"

SOIL

UNDISTRIBUTED

SCALE:

TYPICAL PROFILE DETAIL

NTS

DITCH BOTTOM

RIPRAP PLACEMENT

HAUL ROAD DETAIL

NTSSCALE:

(STA. 1+00-10+00 & 14+00-19+18)

HAUL ROAD DETAIL

NTSSCALE:

(STA. 10+00-14+00)

H O

L T

D O

N A

L D S

C A

L L

A H

A N

B O

R R

O W P

L A

C-108

STATE

W Y

80' 160'

SCALE:1"=80'

N N

H O

L T

TYPICAL RIPRAP SECTION

NTSSCALE:

CONTRACTOR SHALL NOT DISTURB ANY TREES

NOTE:

2% 2%

CENTERLINE

HAUL ROAD

2% 2%

CENTERLINE

HAUL ROAD

1V:3H

1V :3H

1V:3H

1V:3H MAX

20' 40'

VERTICAL SCALE:1"=20'

80' 160'

HORIZONTAL SCALE:1"=80'

R -9

R A P

OPERATIONS FOR THIS AND FUTURE PROJECTS.

GRAVEL ROAD AS NECESSARY TO SUPPORT HAULING

FOR STATIONS 0+00 - 5+08, IMPROVE THE EXISTING

NOTE:

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