A.07.24_AMD_0003_DRAWINGS.pdf

PDF 402 KB Posted

Attached to
Semmes Lake Dam Rebuild Federal contract opportunity
Solicitation number
W912HP18R2002
Issued by
Department of the Army Corps of Engineers Engineering District Charleston

About this file

Drawings

View the file

Other files for this federal contract opportunity

Show all 19

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

SEMMES DAM EMBANKMENT PROFILE D - D (CONTINUED)

3. FOR FULL PLAN VIEW OF EMBANKMENT SEE SHEET CS120.

2. FOR CONSTRUCTION NOTES SEE SHEET CS100.

1. FOR GENERAL NOTES SEE SHEET GI05.

SHEET NOTES:

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

0% 0% 0.8%

235235

EXISTING ROAD

PROPOSED ROAD

ELEV. 194.0'

E N

D F

O U

N D

A T

IO

N D

E P

T H

S T

A .1

S T

A .6

S T

A R

T F

O U

N D

A T

IO

N D

E P

T H

2.5

S T

A .3

E N

D F

O U

N D

A T

IO

N D

E P

T H

2.5

E N

D S

A F

E A

C C

E S

S S

L O

P E

S T

A .5

BASE, AND SOIL STRIPPING

MIN. 1' PAVEMENT, AGGREGATE

SAFE ACCESS SLOPE

SPILLWAY WALLS

ARCH CULVERT

CONCRETE SLAB

4" ASPHALT PAVEMENT

8" AGGREGATE BASE COURSE

COMPACTED SOIL

224.5'

CORE

CHANNEL

SPILLWAY

CORE

3' WIDTH FOR EQUIPMENT / ACCESS

F J S

D -C

S .d g n

CS305

(S T

A T

O S

T A

E M

B A

N K

M E

N T P

R O

F

IL

E S

E M

M E

S L

A K

E D

A M

J

A N

A M

E N

D M

E N

T

R E

V

IS

E D E

M B

A N

K M

E N

T F

IL

L T

O C

O R

E

A D

D E

D N

O T

E S F

O R C

L A

R

IF

IC

A T

IO

N

J

A N

A M

E N

D M

E N

T

R E

V

IS

E D C

O R

E L

O C

A T

IO

N

R E

M O

V E

D N

O T

E

F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

"x

S

IZ

E

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A

A H

A G

O O

D A

V E

N U

E C

H A

R L E

S T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A

D

A R

L

IN

G T

O N A

V E

N U

E W

IL

M

IN

G T

O N D

IS

T R

IC

T U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

E

D U

N L

O P

F E

S C

L U

S A

J

M

IT

C H

E L L

J

M

IT

C H

E L L

C O

N T

R A

C T N

O

S O

L

IC

IT

A T

IO

N N

O

W

H P

R

D E

C E

M B

E R

SCALE: 1" = 6'

VERTICAL SCALE IN FEET

6 12 1812 6 0

SCALE: 1" = 30'

HORIZONTAL SCALE IN FEET

30 60 9060 30 0

ELEV. 201.0' ELEV. 201.0'

ELEV. 223.0'

M A

T C

H L

IN

E S

E E S

H E

E T C

S

3#10 EQ SPACED

3#10 EQ SPACED 3#10 EQ SPACED

SCALE 1"=2.5' SCALE 1"=2.5'

SCALE 1"=2.5'

SCALE 1"=2.5' SCALE 1"=2.5'

#7 DOWELS @ 12"

3#10 EQ SPACED

2#10 EQ SPACED

2#10 EQ SPACED

3#10 EQ SPACED

2#10 EQ SPACED

3#10 EQ SPACED

SCALE: 1" = 2.5'

SCALE IN FEET

2.5 5 7.55 2.5 0

F

IL

E N

A M

E

F J -0

-1

D R

A W

IN

G C

O D

E

D R

A W

N B

Y

S O

L

IC

IT

A T

IO

N N

O

D E

S

IG

N E

D B

Y

D E

S C

R

IP

T

IO

N

A

M A

R K

S U

B M

IT

T E

D B

Y

D A

T E

C H

E C

K E

D B

Y

IS

S

U E D

A T

E

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

SHEET ID

F O

R T J

A C

K S

O N S

O U

T H C

A R

O L

IN

A S

E M

M E

S L

A K

E D

A M

D A

M R

E C

O N

S T

R U

C T

IO

N

®of Engineers

US Army Corps

C H

A R

L E

S T

O N S

O U

T H C

A R

O L

IN

A C

O R

P S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

W

IL

M

IN

G T

O N

N O

R T

H C

A R

O L

IN

A C

O R

P S O

F E

N G

IN

E E

R S

U .S

A R

M Y E

N G

IN

E E

R D

IS

T R

IC

T

"x

S

IZ

E

2'9"

CJ

WATERSTOP

9" PVC

CJ CJ

CJ

#11 DOWELS @ 6" #11 DOWELS @ 6"

WATERSTOP

9" PVC

WATERSTOP

9" PVC

CJ

'6

G .G

E D

M A

N

G .G

E D

M A

N

E .D

U N

L O

P

F .E

S C

L U

S A

D E

C E

M B

E R

D E

C E

M B

E R

C O

N T

R A

C T N

O

1" CHAMFER

#5@12"

J

A N

A M

E N

D M

E N

T

R E

V

IS

E D D

E T

A

IL

S /S

/S

/S

1" CHAMFER

#5@12"

A M

E N

D M

E N

T

R E

V

IS

E D D

E T

A

IL

S /S

/S

/S

J

A N

S112

F J S

D -S

.d g n

S H

E E

T O

F

S P

IL

L W

A Y R

E

IN

F O

R C

E M

E N

T

CONCRETE MUDMAT

UNREINFORCED

1'6"

NOT SHOWN

SLAB REINFORCEMENT

NOT SHOWN

SILL REINFORCEMENT

DOWNSTREAM CUTOFF WALL SECTION SLAB CONSTRUCTION JOINT W/KEY DETAIL

1.5

NOT SHOWN

CONCRETE MUDMAT

S112

SLAB CONSTRUCTION JOINT W/KEY DETAIL

SLAB CONSTRUCTION JOINT W/KEY DETAIL

NOT SHOWN

CONCRETE MUDMAT

NOT SHOWN

CONCRETE MUDMAT

SLAB CONSTRUCTION JOINT W/KEY DETAIL

NOT SHOWN

CONCRETE MUDMAT

S112S112

S112

#7@12"

#7@6"

#7@12"

28" VERTICAL STEP

#10@12"

#7@6"

#7@12"

#7@12" #7@12"

#7@12"

#7@7"

#7@12" #7@12" #7@12"

#7@12"

#7@12"

#7@6"

1" CHAMFER

1" CHAMFER

1' 6" 1' 6" 1' 6"

1' 6"

2 2

CJ

9" PVC WATERSTOP

#5@12"

#10@6" #10@7" #10@6"

#11 REBAR @ 6"

#11 REBAR @ 12" #11 REBAR @ 6"

SCALE 1"=2.5'

CJ

S112

NOT SHOWN

CONCRETE MUDMAT

4 CONCRETE SILL REINFORCEMENT DETAIL

NOT SHOWN

SLAB REINFORCEMENT

3 #7 BARS EQ. SPACED

#11 DOWEL @6"

9" PVC WATERSTOP

S112

NOT SHOWN

REINFORCEMENT

CUTOFF WALL

CS305
S112

File details come from the government source that posted it.