W9126G-15-R0001Vol2BarkerCivilPlansCG153ThruCX101.pdf

PDF 27 MB Posted Jun 4, 2015

Attached to: USACE Galveston District - Addicks and Barker Dams
Solicitation number: W9126G-15-R-0001
Issued by: Department of the Army Corps of Engineers Engineering District Galveston

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Vol 2 Barker Civil Plans CG153 Thru CX101

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File	Type	Posted
W9126G-15-R0001Vol1Addicks-Arch-Mech-Util-Elec-Plans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerGeotechnicalPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksReferenceSheetsR715ThruR729.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksCivilPlansCG161ThruCX101.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksReferenceSheetsR0001ThruR714.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksGeneralPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksGeotechnicalPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksCivilPlansThruCG152.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerCivilPlansThruCG152.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerReferenceSheetsR0001ThruR714.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol1AddicksStructuralPlans.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerReferenceSheetsR715ThruR726.pdf	PDF	Jun 4, 2015
W9126G-15-R0001Vol2BarkerGeneralPlans.pdf	PDF	Jun 4, 2015
VOL2B-PLANS_W9126G-15-R-0001-2.pdf	PDF	Jun 4, 2015

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E N

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D A

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M A

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C O

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A P

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Production Center

SWD Dam Safety

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E R D

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K E

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

IDENTIFICATION

SHEET

U .S

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P S O

F E

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E E

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B o b b y V a n C le a v e L e a d E n g r

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12345

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C T P

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-2

H A

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A S

60 60

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

549+00

A B

M D C

G -1

.d g n

S J C

A B

A N

D O

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D O

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A M C

H A

N N

E L

E R

N P

CG-161

CG161

ELEV. 78.00'

E 3 032 768.12

ELEV. 78.00'

E 3 032 790.93

10'-0"

N 13 842 728.49

STA. 13+51.86A

CENTERLINE @

N 13 842 584.98

STA. 13+51.86A

CENTERLINE @

3H:1V 3H:1V

TO CONSTRUCTION OF THE DIVERSION PLUGS.

BY THE CONTRACTING OFFICER PRIOR

DOWNSTREAM PLUGS FOR APPROVAL

LOCATION FOR THE UPSTREAM AND

CONTRACTOR MAY PROPOSE A NEW

DOWNSTREAM CHANNEL DIVERSION PLUG

ABANDON EXISTING OUTLET WORKS

FEATURE INFORMATION

FILL LIMITS, STATIONING, CONTOURS,

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C O

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A P

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Production Center

SWD Dam Safety

B A

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E R D

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A L

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U T

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K S A

N D B

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

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F u ll S iz e

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A R

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O R

P S O

F E

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F E

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K E P

X X

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M /D

D /Y

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X X

12345

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-2

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A S

55 60

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

549+00

A B

M D C

G -1

S J C

A B

A N

D O

N E

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O R

N S

T R

E A

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U C

T U

'-0

'-7

154'-6"

A V

A T

CONTOURS, STILLING BASIN STRUCTURAL DEMOLITION

EXCAVATION LIMITS, STATIONING, EXCAVATION

CG162

CG-162

AND PROFILE OF FEATURE DEMOLITION

SEE SHEET CG-464 FOR ENLARGED PLAN

LIMITS OF EXCAVATION

N 13 842 740.40

E 3 032 476.10

N 13 842 739.57

E 3 032 454.02

N 13 842 592.50

E 3 032 481.63

N 13 842 695.16

E 3 032 323.19

N 13 842 610.50

E 3 032 381.89

EXCAVATION 50.45'

EXISTING STRUCTURE

ELEVATION OF

H :1

2H :1

2H:1V

H :1

INTERCEPT EXISTING GRADE.

OF THE STILLING BASIN AND SPILLWAY AT 2H:1V TO

1. EXCAVATION SLOPES FROM THE BOTTOM SURFACE

NOTES:

N 13 842 742.48

E 3 032 531.75

N 13 842 715.01

E 3 032 377.98

N 13 842 775.45

E 3 032 406.78

N 13 842 721.01

E 3 032 312.80

N 13 842 658.70

E 3 032 264.04

N 13 842 599.40

E 3 032 314.47

N 13 842 626.21

E 3 032 325.77

N 13 842 591.68

E 3 032 459.54

N 13 842 554.78

E 3 032 416.16

DOWNSTREAM STRUCTURE EXCAVATION

ABANDON EXISTING OUTLET WORKS

E N

A M

D W

N B

C K

D B

D E

N E

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C O

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Production Center

SWD Dam Safety

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U T

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K S A

N D B

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

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M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

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F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

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-2

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O R

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E N

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O U

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S T

E X

A S

65 70

SCALE IN FEET

545+00

546+00

547+00

548+00

549+00

A B

M D C

G -1

S J C

A B

A N

D O

N E

G O

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G D

O W

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T R

E A

M C

H A

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D E

M B

A N

K M

E N

T F

L P

SLOPE FILL GRADING TO DRAIN

CHANNEL CONFLUENCE

FILL TO EXTEND TO

TO EXISTING EMBANKMENT ELEVATIONS

TRANSITION EMBANKMENT FILL

OUTLET WORKS STRUCTURE.

DIMENSIONS AS THE EMBANKMENT SECTION FOR THE NEW

1. EXISTING EMBANKMENT SHALL BE OVERBUILT TO THE SAME

NOTES:

550+00

EMBANKMENT FILL AND CHANNEL BACKFILL

EXISTING OUTLET WORKS STRUCTURE ABANDONMENTCG163

CG-163

543+00

544+00

20' 40' 80' 120'

OVERBUILD @ APPROX STA. 544+64.50

LIMITS OF EXISTING EMBANKMENT

N 13 842 822.59

N 13 842 824.30

E 3 032 318.98

N 13 842 825.47

E 3 032 345.95

N 13 842 821.40

E 3 032 446.44

N 13 842 749.19

E 3 032 675.41 N 13 842 729.26

E 3 032 801.99

N 13 842 588.29

E 3 033 128.10

N 13 842 526.57

E 3 033 118.30

N 13 842 549.11

E 3 032 964.39N 13 842 555.05

E 3 032 804.22

N 13 842 583.02

E 3 032 776.98

N 13 842 392.44

E 3 032 296.55

N 13 842 658.56

ELEV. 100.0'

E 3 032 260.20

ELEV. 100.0'

E 3 032 279.19

N 13 842 387.10

E 3 032 349.66

H :1

AND EMBANKMENT FILL PLAN

EXISTING DOWNSTREAM CHANNEL

E N

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Production Center

SWD Dam Safety

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E R D

A M S

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A Y

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N D T

U T

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A D

K S A

N D B

A R

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®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

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G A

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T O

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H W

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X X

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M /D

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-2

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O U

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A S

75 75

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

549+00

A B

M D C

G -1

S J C

G U

P S

T R

E A

M C

H A

N N

E R

N P

L U

G P

EMBANKMENT FILL AND CHANNEL BACKFILL

EXISTING OUTLET WORKS STRUCTURE ABANDONMENT

SLAB TO CENTERLINE CREST OF PLUG330'-0" FROM UPSTREAM FACE APPROACH

CG164

CG-164

544+00

ELEV. 78.00'

E 3 031 778.19

ELEV. 78.00'

E 3 031 774.83

10'-0"

TO CONSTRUCTION OF THE DIVERSION PLUGS.

BY THE CONTRACTING OFFICER PRIOR

DOWNSTREAM PLUGS FOR APPROVAL

LOCATION FOR THE UPSTREAM AND

CONTRACTOR MAY PROPOSE A NEW

N 13 842 613.66

STA. 3+47.83A

CENTERLINE @

N 13 842 703.45

STA. 3+47.83A

CENTERLINE @

CG466

CG164

A N

D O

N E

G O

U T

L E

T W

O R

K S

3H:1V 3H:1V

DIVERSION PLUG PLAN

EXISTING UPSTREAM CHANNEL

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

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G A

L V

E S

T O

N D

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G A

L V

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T O

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S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

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T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

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P R

O J E

C T P

R E

Q U

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T F

O R P

R O

P O

S A

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G H

S C

-2

H A

R R

N D F

O R

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O U

N T

S T

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A S

SCALE IN FEET

N 546+00

547+00

A B

M D C

G -1

S J C

APPROACH STRUCTURE DEMOLITION, EXCAVATION LIMITS

EXISTING OUTLET WORKS STRUCTURE ABANDONMENT

5' 10' 20' 30'

A 7

CG165

CG-165

CG165

C A

V A

N P

L A

N 13 842 687.98

E 3 032 134.12

N 13 842 686.24

E 3 032 105.70

N 13 842 692.85

E 3 032 090.03

N 13 842 682.80

E 3 032 097.94

N 13 842 618.24

E 3 032 103.32

N 13 842 605.89

E 3 032 098.14

N 13 842 656.20

E 3 032 197.10

N 13 842 597.89

E 3 032 134.19

N 13 842 709.94

E 3 032 124.25

N 13 842 618.86

E 3 032 108.22

N 13 842 619.25

E 3 032 136.69

ELEVATION 69.06'

STRUCTURE EXCAVATION

EXISTING APPROACH

2H :1V

2H:1V

A B

A N

D O

N E

G O

U T

L E

T W

O R

G A

P P

R O

A C

H S

T R

U C

T U

EXCAVATION PLAN

EXISTING APPROACH STRUCTURE

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

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G A

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T O

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T O

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H W

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N D

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-2

H A

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N D F

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O U

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S T

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A S

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

549+00

A B

M D C

G -1

S J C

SLOPE FILL GRADING TO DRAIN

CG166

CG-166

CG467

CG166

A N

D O

N E

G O

U T

L E

T W

O R

G U

P S

T R

E A

M C

H A

N N

D E

M B

A N

K M

E N

T F

L P

EMBANKMENT FILL AND CHANNEL BACKFILL PLAN

EXISTING OUTLET WORKS STRUCTURE ABANDONMENT

N 13 842 712.53

E 3 032 126.12

N 13 842 703.27

E 3 031 769.83

N 13 842 613.47

E 3 031 773.19 N 13 842 585.53

E 3 032 132.11

N 13 842 438.43

E 3 032 146.42 N 13 842 444.72

E 3 032 294.32

N 13 842 822.59

E 3 032 279.19

N 13 842 816.95

E 3 032 134.52

N 13 842 659.51

E 3 032 285.72

3H:1V

544+00

N 13 842 442.58

STA. 544+64.77

ELEV. 113.0'

E 3 032 244.16

N 13 842 820.52

STA. 548+57.03

ELEV. 113.0'

E 3 032 230.03

AND EMBANKMENT FILL PLAN

EXISTING UPSTREAM CHANNEL

ABANDON EXISTING OUTLET WORKS

FILL ELEVATIONS

EXISTING EMBANKMENT

TRANSITION TO

FILL ELEVATIONS

EXISTING EMBANKMENT

TRANSITION TO

20'

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

SCALE IN FEET

N 545+00

546+00

547+00

548+00

A B

M D C

G -1

S J C

A 7

CG167

BUTTRESS PLAN

EXISTING OUTLET WORKS STRUCTURE ABANDONMENT

CG468

CG167

CG-167

A B

A N

D O

N E

G O

U T

L E

T W

O R

S T

R E

A M A

B A

N D

O N

M E

10' 20' 40' 60'

N 13 842 764.37

N 13 842 548.33

N 13 842 621.11

N 13 842 684.80

ELEV. 107.00'

E 3 032 204.54

ELEV. 107.00'

E 3 032 212.61

ELEV. 106.08'

E 3 032 118.98

ELEV. 106.08'

E 3 032 116.60

3H :1V

3H:1V

0 80

N 13 842 514.68

E 3 032 147.30

N 13 842 650.31

E 3 032 039.53

N 13 842 792.21

E 3 032 138.88

N 13 842 656.63

E 3 032 208.65

T R

E S

S P

3H :1

UPSTREAM ABANDONMENT BUTTRESS PLAN

ABANDON EXISTING OUTLET WORKS

ELEVATION 107.00

CONSTRUCTION

FOR CUTOFF WALL

ABANDONMENT BUTTRESS

EMBANKMENT FILL

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

50 50

15+00F 13+00F 11+00F

90 90

50 50

29+00F 27+00F 25+00F 21+00F 19+00F 17+00F 15+00F

90 90

SLOPE=0%

EL= 67.50

SLOPE=0%

S T

A .8

S T

A .8

S T

A .6

E N

D R

R A

S T

A R

T R

R A

S T

A .5

C H

A N

N E

L P

R O

E S

N E

W O

U T

L E

T A

N D A

P P

R O

A C

CHANNEL ALIGNMENT PROFILE

NEW OUTLET CHANNEL - BARKER

NEW CHANNEL FLOW LINE ELEVATIONS

EXISTING GROUND SURFACE, STATIONING

SCALE IN FEET

CHANNEL ALIGNMENT PROFILE

NEW APPROACH CHANNEL - BARKER

NEW CHANNEL FLOW LINE ELEVATIONS

EXISTING GRADE, NEW CHANNEL STATIONING

25' 50' 100' 150'

S T

A .7

S T

A F

S T

A .2

EL= 68.5

SLOPE=0.175%

M D C

G -2

STRUCTURE

NEW OUTLET

STRUCTURE

NEW APPROACH

CHANNEL INVERT ALONG C

EL=57.5

CHANNEL CHANNEL INVERT ALONG C

ALONG CHANNEL C

NATURAL GROUND

OF EXISTING HWY-6 BRIDGE

APPROXIMATE LOCATION

C H

A N

N E

L E

V A

M A

T C

H E

A R

T N

E W C

H A

N N

E L

U S L

S O

F A

C B

D S L

S O

F C

O N

C R

E T

E B

L O

C K

S T

A .7

12" BLANKET STONE

24" RIPRAP

CG-231

ARTICULATING CONCRETE BLOCK

D S L

S O

F A

C B

U S L

S O

F C

O N

C R

E T

E B

L O

C K

S T

A F

PRECAST CONCRETE BLOCKS

A R

8" ARTICULATING CONCRETE BLOCK

A N

D B

E G

N G R

R A

S T

A R

T A

C B T

U R

N D

O W

U /S E

N D O

F R

R A

24" RIPRAP

12" BLANKET STONE

23+00F

9+00F 7+00F 5+00F 3+00F 1+00F

CG231

CG133

CG132

CG231

CG136

CG135

BEDDING MATERIAL BEDDING MATERIAL

PRECAST CONCRETE BLOCKS

CONCRETE BLOCKS

AND PRECAST

JUNCTION OF ACB

GRADE BEAM AT

CONCRETE BLOCKS

AND PRECAST

JUNCTION OF ACB

GRADE BEAM AT

T U

R N

D O

W N L

E N

G T

S T

V A

S D

U E T

O A

1.5H:1V

GEOTEXTILE

6" FLEXIBLE BASE

0 5' 10'

SCALE IN FEET

30'20'

SCALE IN FEET

25' 50' 100' 150'

0 5' 10'

SCALE IN FEET

30'20'

RELATED TO THE CHANNEL REVETMENT.

5. SEE SHEETS CG-133, CG-134, AND CG-333 FOR INFORMATION

THE CHANNEL CONCRETE REVETMENT BLOCKS.

4. ADD A 1 FOOT THICK GRAVEL BEDDING LAYER UNDER

3. SEE ALIGNMENT DATA ON SHEET C-601

2. SEE PLAN VIEW FOR APPROACH CHANNEL IN CG-135

1. SEE PLAN VIEW FOR OUTLET CHANNEL IN CG-132

NOTES:

HORIZONTAL SCALE:

VERTICAL SCALE:

HORIZONTAL SCALE:

VERTICAL SCALE:

BEDDING MATERIAL

BLANKET STONE

CONCRETE BLOCK

RIPRAP

LEGEND:

BEDDING MATERIAL

BLANKET STONE

CONCRETE BLOCK

RIPRAP

LEGEND:

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

ROAD PAVEMENT

EDGE OF NEW

SLOPE

LONGITUDINAL

20H:1V MAXIMUM

P R

O F

NATURAL GROUND

FOLLOW NATURAL GROUND PROFILE

SEE NOTE 1

A B

M D C

G -2

SCALE IN FEET

25' 50' 100' 150'

EL=76.06'

EL=74.06'

AT EACH ABUTMENT

EL= 84.06'

N.T.S.

PEDESTRIAN BRIDGE

EL = 81.5' LOW BEAM

NATURAL GROUND

CG251

CG-251

O F A

B U

T M

E N

A T I

N S

E F

A .0

21' 0"

5' 0"

20' 9"

CG251

98' 9 1/2 "

RAMP DIMENSIONS

O F A

B U

T M

E N

A T I

N S

E F

A C

S T

A .9

13+00J 12+00J 11+00J 10+00J 9+00J 8+00J 7+00J 6+00J 5+00J 4+00J 3+00J 2+00J 1+00J 0+00J

ROAD PAVEMENT

EDGE OF EXISTING

EXISTING ACB

NEW ACB

P E

D E

S T

N A

C C

E S

S R

-R

O U

T E

PEDESTRIAN ACCESS ROAD RE-ROUTE PROFILE

BRIDGE LENGTH 104'-10"2" EXP. JT. @ 70°F 2" EXP. JT. @ 70°F

EXTEND 2' UPSTREAM AND DOWNSTREAM OF THE PEDESTRIAN BRIDGE ABUTMENTS.

OTHER. GROUT GAPS BETWEEN NEW AND EXISTING ACB. NEW ACB SHALL

REMOVE EXISTING ACB TURNDOWN AND CABLE NEW AND EXISTING ACB TO EACH

5. INSTALL NEW 4" ACB FROM EXISTING ACB TO PEDESTRIAN BRIDGE ABUTMENTS.

4. SEE SPECIFICATIONS FOR BRIDGE REQUIREMENTS.

3. ABUTMENTS COULD VARY DEPENDING BRIDGE MANUFACTURER PROVISIONS.

SEE SHEETS SZ-291 AND SZ-292 FOR PEDESTRIAN BRIDGE ABUTMENTS.

SEE SHEET C-601 FOR ALIGNMENT OF RE-ROUTE ROAD.

SEE SHEET CG-552 RAMP DETAILS.

SEE SHEET CG-153 FOR PEDESTRIAN BRIDGE PLAN VIEW.

2. SEE SHEET CG-151 FOR PLAN VIEW OF RE-ROUTE ROAD.

TRANSITION BETWEEN NEW AND EXISTING PAVEMENT.

1. SAW CUT ONE FOOT INTO EXISTING ROAD PAVEMENT AND CREATE A SMOOTH

NOTES:

ROAD TO FOLLOW EXISTING GRADE

NEW ROAD PAVEMENT

ELEV. 78.76'ELEV. 79.88'

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

P R

O F

A B

M D C

G -2

SCALE IN FEET

25' 50' 100' 150'

CG252

CG-252

P L

A C

E M

120120

10+00H 11+00H 12+00H

S T

T R

L E

V A

M A

T C

H E

E L .0

E L .6

E L .0

S T

A .9

E L .0

S T

A .0

100100

-1+00K

T R

L E

V A

M A

T C

H R

E P

L A

C E

M E

L E

V A

M A

T C

H R

E -R

O U

CONCRETE PAVED ROAD

0+00H 1+00H 2+00H 3+00H 4+00H 5+00H 6+00H 7+00H 8+00H 9+00H

S T

A .4

S T

A .6

S T

A .3

S T

A .3

S T

A .3

S T

A .3

S T

A .3

S T

A .9

S T

A .0

S T

A .4

0+00K 1+00K 2+00K

P E

D E

S T

N A

C C

E S

S R

T C

H R

E -R

O U

T E R

O A

D E

L E

V A

PEDESTRIAN ACCESS ROAD REPLACEMENT EAST LEG PROFILE

PEDESTRIAN ACCESS ROAD REPLACEMENT PROFILE

PEDESTRIAN ACCESS ROAD PROFILE

SEE DRAWING C-601 FOR ALIGNMENT OF RE-ROUTE REPLACEMENT ROAD.

2. SEE DRAWING CG-152 FOR PLAN VIEW OF RE-ROUTE REPLACEMENT ROAD.

SMOOTH TRANSITION BETWEEN NEW AND EXISTING PAVEMENT.

1. SAW CUT ONE FOOT INTO EXISTING ROAD PAVEMENT AND CREATE A

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

120120

21+00F 20+00F 19+00F 18+00F 17+00F 16+00F 14+00F15+00F 13+00F

20+00F 19+00F 18+00F 17+00F 16+00F 14+00F15+00F 13+00F

M D C

G -3

COFFERDAM AND EXISTING EMBANKMENT

AT NEW OUTLET WORKS STRUCTURE

TYPICAL SECTION FOR COFFERDAM AND EMBANKMENT

CG301

CG121

CG111

CG122

CG-301

COFFERDAM AND PRIMARY EXCAVATION

STRUCTURE, INTAKE TOWER, AND CONDUIT

EMBANKMENT EXCAVATION FOR APPROACH

COFFERDAM AND SECONDARY EXCAVATION

APPROACH STRUCTURE, INTAKE TOWER, AND CONDUIT

EXCAVATION FOR STILLING BASIN AND PLACEMENT OF

APPROACH STRUCTURE

INTAKE TOWER

CONDUIT

SCALE IN FEET

15' 30' 60' 90'

SCALE IN FEET

15' 30' 60' 90'

SCALE IN FEET

15' 30' 60' 90'

10'-0"

1 1

ELEV. 112.0'

APPROX.

COFFERDAM EXISTING EMBANKMENT

COFFERDAM

ELEV. 112.0'

120120

Y P

A L S

E C

CG501

2.5

APPROX. 12'-0"

10'-0"

23'-2"

281'-6"

63'-0"

ELEV. = 48.2'

ELEV. = 62.3'

ELEV. = 63.2'

ELEV. = 48.2'

10'-0"

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

120120

547+00 548+00 549+00 550+00 551+00 552+00 553+00553+00

120120

21+00F 20+00F 19+00F 18+00F 17+00F 16+00F 14+00F15+00F

A L S

E C

N S

M D C

G -3

L L S

S J C

CG-302

SCALE IN FEET

10' 20' 40' 60'

STRUCTURE, INTAKE TOWER, AND CONDUIT

EMBANKMENT EXCAVATION FOR APPROACH

SCALE IN FEET

15' 30' 60' 90'

0 5' 10'

SCALE IN FEET

30'20'

EMBANKMENT PRIMARY EXCAVATION

EMBANKMENT SECONDARY EXCAVATION

EXCAVATION FOR STILLING BASIN

CG302

CG134

CG122

CG121

1 3

120120EXCAVATION

COFFERDAM

APPROACH STRUCTURE

INTAKE TOWER

NEW EMBANKMENT

CONDUIT

EXCAVATION

COFFERDAM EXCAVATION AND NEW EMBANKMENT

ELEV. 80.0'

EXISTING GRADE AT APPROX.

EXCAVATION INTERCEPTS

ELEV. 80.0'

EXISTING GRADE AT APPROX.

EXCAVATION INTERCEPTS

LIMITS OF SECONDARY EXCAVATION

OF SUBDRAINAGE FILTER SYSTEM)

ELEV. 48.17' (BOTTOM SURFACE

EXCAVATION FOR STILLING BASIN

102'-0" WIDTH OF SECONDARY

PRIMARY EXCAVATION

97'-10" WIDTH OF

20'-0"

ELEV. = 113.0'

1 3

E N

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D B

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A R

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D B

P L

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C A

L E

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

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R A

C T N

D A

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A P

P R

Production Center

SWD Dam Safety

B A

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E R D

A M S

A F

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Y M

O D

A T

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B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

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G A

L V

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T O

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T R

G A

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T O

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H W

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T E

R N D

N D

A M

S A

F E

T Y P

R O

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M /D

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X X

12345

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C T P

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-2

H A

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N D F

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E X

A S

17+00F 16+00F 14+00F15+00F 13+00F

17+00F 16+00F 14+00F15+00F

SCALE IN FEET

10' 20' 40' 60'

CG-303

A B

M D C

G -3

120120

CROWN ELEV. = 113.0'

EMBANKMENT CREST

20'-0" CREST

NEW EMBANKMENT

EXISTING EMBANKMENT

APPROACH STRUCTURE

INTAKE TOWER

OUTLET WORKS STRUCTURE

CONDUIT

CG303

C401

MAINTENANCE BRIDGE

CG303

C401

OF OUTLET WORKS

NEW EMBANKMENT AT CENTERLINE

A L S

E C

N S

CG501

20'-0" CREST

CROWN ELEV. = 113.0'

EMBANKMENT CREST

NEW EMBANKMENT

12'-0" PEDESTRIAN ACCESS ROAD (TYP.)

TYPICAL SECTION

NEW EMBANKMENT AND ABANDONMENT BACKFILL

EXISTING ABANDONMENT BACKFILL

TYPICAL SECTION FOR EMBANKMENT,

AT NEW OUTLET WORKS STRUCTURE

TYPICAL SECTION FOR EMBANKMENT,

120120

ELEV. = 87.0'

E N

A M

D W

N B

C K

D B

D E

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D B

D E

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A R

K A

P P

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B E

S U

B M

T E

D B

P L

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C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

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T O

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S O

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H W

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T E

R N D

N D

A M

S A

F E

T Y P

R O

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M /D

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12345

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G H

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-2

H A

R R

N D F

O R

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E N

D C

O U

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S T

E X

F F

E R

D A

M C

R O

S S S

E C

M D C

G -3

R A

CG-311

D T

O S

T A

0 25 50 75 100 125 150-25-50-75-100-125-150

10'-0"

AT STA. 3+00D TO 3H:1V AT STA. 4+00D

TRANSITION LEFT SIDE SLOPE FROM 2.5H:1V

EL = 84.0'

2.5

2+00D

1+00D

0+00D

3+00D

4+00D

5+00D

AND BEDDING MATERIAL.

EXCAVATION IS REQUIRED TO ACCOMMODATE THE RIPRAP

GRADES SHOWN REPRESENT FINISH GRADE. ADDITIONAL

NOTE:

UPSTREAM DOWNSTREAM

NATURAL GROUND

DESIGN FINISHED GRADE

HORIZONTAL SCALE

VERTICAL SCALE

SCALE IN FEET

15'

12' 24'

30' 60' 90'

6' 36'

AND 24" RIPRAP

12" BLANKET STONE

ELEV. 112.0' ELEV. 112.0'

ELEV. 112.0'

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

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B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

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S O

U T

H W

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T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

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N C

E N

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K E P

X X

X M

M /D

D /Y

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X X

12345

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C T P

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G H

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-2

H A

R R

N D F

O R

T B

E N

D C

O U

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S T

E X

F F

E R

D A

M C

R O

S S S

E C

D T

O S

T A

M D C

G -3

CG-312

GRADES SHOWN REPRESENTS FINISH GRADE.

NOTE:

0 25 50 75 100 125 150-25-50-75-100-125-150

0 25 75 100 125 150-25-50-75-100-125-150

0 25 50 75 100 125 150-25-50-75-100-125-150

10+00D

0 25 50 75 100 125 150-25-50-75-100-125-150

10+33D

0 25 50 75 100 125 150-25-50-75-100-125-150

10'-0"

2.5

8+00D

7+00D

6+00D

9+00D

2.5

UPSTREAM DOWNSTREAM

NATURAL GROUND

DESIGN FINISHED GRADE

HORIZONTAL SCALE

VERTICAL SCALE

SCALE IN FEET

15'

12' 24'

30' 60' 90'

6' 36'

ELEV. 112.0'

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

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T R

G A

L V

E S

T O

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S O

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H W

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T E

R N D

N D

A M

S A

F E

T Y P

R O

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E N

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M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

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X X

12345

P R

O J E

C T P

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R O

P O

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G H

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-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

0 25 50 75 100 125 150-25-50-75-100-125-150

0 25 50 75 100 125 150-25-50-75-100-125

0 25 50 75 100 125 150-25-50-75-100-125-150

1 3

N E

W O

U T

L E

T C

H A

N N

E L

C R

O S

S S

E C

N S

M D C

G -3

STA. 4+00F

STA. 5+00F

STA. 6+00F

STA. 7+00F STA. 11+00F

STA. 10+00F

STA. 9+00F

STA. 8+00F STA. 12+00F

STA. 13+00F

STA. 13+56F

IS IN SERVICE

FILL AFTER NEW CHANNEL

EXISTING BLOCKS

TO NEW INVERT

RAISE EXISTING BLOCK

DOWNSTREAM

EXISTING BLOCKS

NATURAL GROUND

(3' x 3' x 2') UPSTREAM

CONCRETE BLOCK

CG-331

-150

UPSTREAM

(3' x 3' x 2')

REVETMENT BLOCKS

NEW CHANNEL CONCRETE

CHANNEL ACB

CONCRETE REVETMENT BLOCKS (3' x 3' x 2') DOWNSTREAM

ARTICULATING CONCRETE BLOCK (ACB) UPSTREAM

STA. 6+32F

ARTICULATING CONCRETE BLOCK (ACB) DOWNSTREAM

CONCRETE REVETMENT BLOCKS (3' x 3' x 2') UPSTREAM

STA. 10+08.70F

ACCESS RAMP

CHANNEL

ACCESS RAMP

CHANNEL

57'-0"

25'-0"

25'-0"25'-0"

25'-0"

WIDTH

CHANNEL

EXISTING

NATURAL GROUND

DESIGN FINISHED GRADE

28'-10 1/2 "

EXISTING DS CHANNEL BACKFILL

ARTICULATING CONCRETE BLOCK

CONCRETE REVETMENT BLOCK

END TRANSITION OF CHANNEL BOTTOM AT 57' WIDE

STA. 13+56.23F

PLACED IN THE OLD CHANNEL

INSTALLED AFTER FILL IS

THIS PORTION OF ACB TO BE

ACCESS RAMP

CHANNEL

BASE

6" FLEXIBLE

BASE

6" FLEXIBLE

1" = 50'-0"

SCALE IN FEET

25' 50' 100' 150'

HORIZONTAL SCALE:

1" = 10'-0" 0 5' 10'

SCALE IN FEET

30'20'

VERTICAL SCALE:

BEDDING MATERIAL.

ACCOMMODATE THE REVETMENT BLOCK AND

ADDITIONAL EXCAVATION IS REQUIRED TO

1. GRADES SHOWN REPRESENT FINISH GRADE.

NOTES:

BEGIN TRANSITION OF CHANNEL BOTTOM FROM 25' WIDE TO 57' WIDE AT STA. 13+56

STA. 12+92.23F

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

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T F

O R P

R O

P O

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S W

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-2

H A

R R

N D F

O R

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D C

O U

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E X

A S

0 25 50 75 100-25-50-75-100 0 25 50 75 100-25-50-75-100

0 25 50 75 100-25-50-75-100 0 25 50 75 100-25-50-75-100 0 25 50 75 100-25-50-75-100

0 25 50 75 100-25-50-75-1000 25 50 75 100-25-50-75-100 0 25 50 75 100-25-50-75-100

N E

W A

P P

R O

A C

H C

H A

N N

E L

C R

O S

S S

E C

N S

A B

M D C

G -3

R A

R S

NATURAL GROUND

51'-0"

25'-0"

STA. 21+00F STA. 26+00F

STA. 20+00F STA. 25+00F

STA. 19+00F STA. 24+00F

STA. 18+00F STA. 23+00F

STA. 22+00F STA. 27+00F

STA. 28+00F

STA. 28+08F

CG-332

GRADES SHOWN REPRESENTS FINISH GRADE.

NOTE:

NATURAL GROUND

DESIGN FINISHED GRADE

ARTICULATING CONCRETE BLOCK

CONCRETE BLOCK

ARTICULATING

17+02.74F

25'-0" 1" = 50'-0"

SCALE IN FEET

25' 50' 100' 150'

HORIZONTAL SCALE:

1" = 10'-0" 0 5' 10'

SCALE IN FEET

30'20'

VERTICAL SCALE:

25'-0"

TRANSITION OF CHANNEL BOTTOM FROM 51' WIDE TO 25' WIDE AT STA. 18+00F

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

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Q U

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T F

O R P

R O

P O

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S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

M D C

G -3

'-0

C H

A N

N E

L R

E V

E T

M E

N.T.S

'-0

(BLANKET STONE 1/2" TO 4")

BEDDING MATERIAL

N.T.S

CG-333

RIPRAP

BLOCK

PRECAST CONCRETE

CG333

SECTION - ACB TURN DOWN AND RIPRAP

N.T.S.

CHANNEL SLOPE

TOP OF

(BLANKET STONE 1/2" TO 4")

BEDDING MATERIAL

25'

TOP OF CHANNEL SLOPE

BLOCK

CONCRETE

ARTICULATING

BLOCK

CONCRETE

ARTICULATING

TOP OF CHANNEL SLOPETOP OF CHANNEL SLOPE

TOP OF CHANNEL SLOPE

10'-0"

" 2

N.T.S

N.T.S.

SECTION - ACB ANCHORING

TOP OF SLOPE

N.T.S

1'-0"

6 #5

BLOCKS

PRECAST CONCRETE

(BLANKET STONE 1/2" TO 4")

BEDDING MATERIAL

J C

R A

R S

TOP OF CHANNEL SLOPE

APPROACH CHANNEL TYPICAL SECTION STA. 26+30.88F TO STA. 26+97.64F

STA. 16+10.81F TO STA. 17+02.74F

APPROACH CHANNEL TYPICAL ACB SLOPE TURNDOWN SECTION

NEW GRADE BEAM

FIRST ROW ONLY

EVERY BLOCK

OPEN CELL ACB

RIPRAP

OUTLET CHANNEL TYPICAL SECTION STA. 6+32.00F TO STA. 10+08.70F

OUTLET CHANNEL TYPICAL SECTION STA. 5+00.00F TO STA. 6+32.00 AND STA. 10+08.70F TO STA. 13+56.23F

2. TRANSITION FROM 25 FEET AT STA. 13+25.63E TO 54 FEET AT STA. 13+83.63E

1. STA. 10+08.70E TO STA. 13+25.63E 25 FEET NOTE:

SEE NOTE

25'-0"

'-0

LAYER

3" FILTER SAND

GEOTEXTILE OVER

GEOTEXTILE

N.T.S.

GROUT

ACB

APPROACH SLAB

DETAIL - ACB ANCHORING AT APPROCH CHANNEL FLOW LINE

O F T

U R

N D

O W

N U

P S

T R

E A

M L

A .5

S E

C T

N S A

N D D

E T

O F T

U R

N D

O W

N U

P S

T R

E A

M L

A .7

OF OPEN CELL BLOCKS

GRADE BEAM AND

#5 REBAR AT CENTER

#3 @ 24"#3 @ 24"

#3 @ 24"

CONCRETE BLOCKS AND GRADE BEAM.

CONCRETE BLOCK. GROUT GAP BETWEEN PRECAST

TO RE-BAR. GROUT OPENINGS BETWEEN ACB AND PRECAST

GROUT OPENING IN FIRST ROW OF ACB TO SECURE IT

NOTE:

KEEP MIN. 4" FROM CONC. EDGE

WITH 4" EMBEDMENT

DRILL AND EPOXY IN PLACE

1/2" J-BOLT@ 24"

CABLE LAST TWO ROWS OF BLOCK TO RE-BAR.

INSTALL #6 RE-BAR THROUGH J-BOLT .

INTO APPROACH SLAB AT 24" INTERVAL

EPOXY 1/2" J-BOLT 4" MIN. INTO APPROACH SLAB.

1.5H:1V VARIES

GEOTEXTILE

GEOTEXTILE.

NECESSARY TO OBTAIN A SMOOTH SURFACE PRIOR TO LAYING DOWN THE

A MAXIMUM OF 1" LEVELING LAYER CAN BE PLACED OVER THE SUBGRADE AS

1. WHERE ACB TO BE INSTALLED, AT THE DISCRETION OF THE CONTRACTOR

NOTE:

N.T.S.

STILLING BASIN SLAB

COARSE FILTER

ASTM C33

FINE FILTER

ASTM C33

BLOCKS

PRECAST CONCRETE

BEDDING MATERIAL

DETAIL - PRE-CAST CONCRETE BLOCK AT OUTLET CHANNEL FLOW LINE

N.T.S.

SECTION - ACB ANCHORING

1'-0"

6 #5

BLOCKS

PRECAST CONCRETE

NEW GRADE BEAM

FIRST ROW ONLY

EVERY BLOCK

OPEN CELL ACB

GEOTEXTILE

O F T

U R

N D

O W

N U

P S

T R

E A

M L

A .0

OF OPEN CELL BLOCKS

GRADE BEAM AND

#5 REBAR AT CENTER

#3 @ 24"#3 @ 24"

#3 @ 24"

GEOTEXTILE

CONCRETE BLOCKS AND GRADE BEAM.

CONCRETE BLOCK. GROUT GAP BETWEEN PRECAST

TO RE-BAR. GROUT OPENINGS BETWEEN ACB AND PRECAST

GROUT OPENING IN FIRST ROW OF ACB TO SECURE IT

NOTE:

BEDDING MATERIAL

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

M D C

G -3

4#5

#3@24"

GROUT

NEW BRIDGE ABUTMENT

NEW 4" ACB

DETAIL - ACB TO BRIDGE ABUTMENT CONNECTION

NTB

ACB CABLE

SECTION - GRADE BEAM

TO GRADE BEAM REINFORCEMENT

ACB CABLE FROM FIRST BLOCKGRADE BEAM

J C

R A

R S

CABLE

ACB

VOID

GROUT

1/2" REBAR

3"3"

NTS

GRADE BEAM

ACB

CABLE

ACB

SLEEVE

STEEL

SLEEVE

STEEL

RE-BAR

GROUT ACB GAPS

NTS

DETAIL - ACB CABLE CONNECTION DETAIL - ACB CABLE CONNECTION

A C

B D

E T

CG334

CG151

CG334

CG151

SEE DETAIL 2

CG-334

SEE DETAIL 1

NEW BRIDGE ABUTMENT

SEE NOTE 1

PEDESTRIAN BRIDGE ABUTMENT.

2. PLACE GRADE BEAM AT THE UPSTREAM, DOWNSTREAM AND TOP OF BANK EDGE OF ABC BEYOND

GROUT OPENINGS.

CABLE THE TWO ADJACENT ROWS OF ACB TO THE RE-BAR.

INSTALL #6 RE-BAR THROUGH J-BOLTS.

1. EPOXY J-BOLTS 4" MIN. INTO BRIDGE ABUTMENT WITH MAX. SPACING OF 24".

J-BOLT

E S

T R

N B

ACB

GEOTEXTILE

GEOTEXTILE.

NECESSARY TO OBTAIN A SMOOTH SURFACE PRIOR TO LAYING DOWN THE

A MAXIMUM OF 1" LEVELING LAYER CAN BE PLACED OVER THE SUBGRADE AS

1. WHERE ACB TO BE INSTALLED, AT THE DISCRETION OF THE CONTRACTOR

NOTE:

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

55 60

5+00A 6+00A 7+00A 8+00A 9+00A 10+00A 11+00A 12+00A

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

EXISTING OUTLET WORKS ABANDONMENT

CG461

A R

W /C

J M

G S

(SEE NOTE 3)

SILT TRAP

GALVANIZED PIPE

BURIED

STAIRS

PROFILE

PLAN

ACCESS BRIDGE

GATE TOWER

T-WALL

STEEL PLATES

A N

D O

N M

G C

O N

M D C

G -4

BUILDING

GENERATOR

EXISTING

SHEETPILE

STEEL

CUTOFF WALL

EXISTING

CUTOFF WALL

EXISTING

CUTOFF WALL

EXISTING

CG-461

CG461

WING WALLS

OUTLET

STILLING BASINCONDUIT

TOWER

GATE

AND WING WALLS

APPROACH SLABS

GAGE HOUSE

USGS

STAIRS

ACCESS BRIDGE

GATE TOWER

BRIDGE AND STAIRS

GATE TOWER ACCESS

STEEL SUPERSTRUCTURE

GATE TOWER

ACCESS BRIDGE AND STAIRS

USGS GAGE HOUSE

B R

LOCATION SHALL BE FIELD VERIFIED.

3. SILT TRAP AND EXISTING CUTOFF WALL LOCATION ARE APPROXIMATE.

IN NOTES ON C-001.

SEQUENCE AS PROVIDED ON SHEETS CG-462 THRU CG-468 AND

2. ABANDONMENT OF EXISTING OUTLET WORKS SHALL FOLLOW

NEW OUTLET WORKS STRUCTURE.

BEGIN UNTIL RESERVOIR FLOW HAS BEEN DIVERTED TO

1. ABANDONMENT OF EXISTING OUTLET WORKS SHALL NOT

NOTES:

ABANDONMENT EXISTING CONDITION

GATED SUPERSTRUCTURE AND STRUCTURAL MEMBERS.

SHEETS FOR ADDITIONAL INFORMATION RELATED TO THE INTAKE

5. SEE MECHANICAL DEMOLITION DRAWINGS AND REFERENCE

OF AS-BUILT DRAWINGS SHALL BE FIELD VERIFIED.

BEEN MADE TO THE EXISTING STRUCTURES, ALL ASPECTS

AVAILABLE ON SHEETS R-701 THRU R-726. NUMEROUS MODIFICATIONS HAVE

4. AS-BUILT DRAWINGS FOR EXISTING STRUCTURE AND USGS GAGE HOUSE

NOTES (CONT'D):

T-WALL

EXISTING

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

55 60

5+00A 6+00A 7+00A 8+00A 9+00A 10+00A 11+00A 12+00A

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

EXISTING OUTLET WORKS ABANDONMENT

W /C

J M

G S

PROFILE

PLAN

GROUT

NUMBER

MONOLITH

CG462

1 CELLULAR CONCRETE GROUT

SHEET LEGEND:

A N

D O

N M

O U

T C

O N

D U

M D C

G -4

CG-462

CG462

EL 84.91

1 65432

ABANMDONMENT GROUT CONDUITS

CELLULAR GROUT

INFORMATION ON GATE TOWER.

THE CONDUIT STRUCTURE AND SHEET R-702 FOR MORE

2. SEE REFERENCE SHEET R-705 FOR MORE INFORMATION ON

CONCRETE GROUTING.

GROUT SHALL BE AS SPECIFIED IN 31 73 00 CELLULAR

ELEVATION 84.91 AND BELOW ON THE GATE TOWER.

MONOLITH 1 WILL BE GROUTED. GROUT SHOULD BE AT

UPON COMPLETION OF INITIAL GROUTING OPERATION,

MONOLITH 2 TO DOWNSTREAM FACE OF MONOLITH 6.

1. GROUT ALL FIVE CONDUITS FROM UPSTREAM FACE OF

NOTES:

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

55 60

7+00A 8+00A 9+00A 10+00A 11+00A 12+00A 13+00A 14+00A

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

EXISTING OUTLET WORKS ABANDONMENT

CG463

A R

W /C

J M

G S

PROFILE

PLAN

10'

A N

D O

N M

M D C

G -4

CG-463

CG463

RANDOM FILL

SHEET LEGEND:

ELEV. 78.0

10'-0"

3H : 1V

N S

T R

E A

M D

E R

N P

DIVERSION PLUG

DOWNSTREAM

B R

"EMBANKMENT FOR EARTH DAMS."

2. RANDOM FILL SHALL BE CONSTRUCTED ACCORDING TO SPECIFICATION SECTION 35 73 13

1. SEE CG-161 FOR MORE INFORMATION ON DOWNSTREAM DIVERSION PLUG.

NOTES:

ABANDONMENT DOWNSTREAM DIVERSION PLUG

DIVERSION PLUG (EL 78.0)

DOWNSTREAM

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

7+00A 8+00A 9+00A 10+00A 11+00A 12+00A 13+00A 14+00A

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

EXISTING OUTLET WORKS ABANDONMENT

CG464

A R

W /C

J M

G S

A R

W /C

MPLAN

PROFILE

WING WALLS

STEEL PLATES

HEADWALL

CONDUIT

EL 98.7

STEEL PLATES

A N

D O

N M

N S

T R

E A

M E

X C

A V

A T

D D

E M

O L

AND WALLS

STILLING BASIN

A B

M D C

G -4

STAIRS

AND WALLS

CHUTE SLAB

CG-464

CG464

TO BE DEMOLISHED AND REMOVED

10'-0"

AND RIPRAP

EXISTING REVETMENT BLOCKS

EXCAVATE AND REMOVE

BE ABANDONED IN PLACE

REVETMENT BLOCKS TO

STEEL SHEETPILE

INFORMATION ON STRUCTURAL DEMOLITION.

8. SEE SHEET CD-102 FOR ADDITIONAL NOTES AND

ABANDONED PRIOR TO DEMOLITION.

7. EXISTING PIEZOMETERS SHALL BE GROUTED AND

SPECIFICATION 02 41 00 FOR FURTHER REQUIREMENTS.

6. FOR DEMOLITION OF STRUCTURAL COMPONENTS SEE

NOTES (CONT'D):

ABANDONED IN PLACE

EXISTING RIPRAP TO BE

AND STILLING BASIN DEMOLITION

ABANDONMENT DOWNSTREAM EXCAVATION

F. STEEL SHEETPILE: R-706 (SEE NOTE 5 THIS SHEET).

E. STEEL PLATES ON CHUTE SLAB, R-719 AND R-720.

D. ALL HANDRAILS AND MISC. STAIRS.

C. CONDUIT HEADWALL: R-705.

B. DOWNSTREAM WING WALLS: R-707 AND R-710.

A. STILLING BASIN, CHUTE SLAB AND WALLS: R-706 THRU R-710.

DEMOLISH:

THE BOTTOM OF THE CONCRETE TURNDOWN.

5. STEEL SHEETPILE AT END OF STILLING BASIN SHALL BE CUT AT

GROUT SHALL BE DISPOSED OF OFF-SITE.

INSTALLED POLYURETHANE OR CEMENTITIOUS GROUT. EITHER

4. EXCAVATION FOR DEMOLITION MAY ENCOUNTER PREVIOUSLY

SHALL NOT BE REQUIRED TO BE PRESERVED OR REPLACED.

AS SHOWN ON SHTS R-715 AND R-716. GRANULAR FILTER

PREVIOUSLY INSTALLED DOWNSTREAM GRANULAR FILTER,

3. EXCAVATION FOR DEMOLITION IS LIKELY TO ENCOUNTER

2. SEE SHT CG-162 FOR INFORMATION FOR DOWNSTREAM EXCAVATION.

ARE R-705 THRU R-710, AND R-719 THRU R-720.

1. REFERENCE SHEETS FOR DOWNSTREAM DEMOLITION

NOTES:

PLUG

DIVERSION

DOWNSTREAM

REVETMENT BLOCKS

EXCAVATE AND REMOVE

REVETMENT BLOCKS

DEMOLITION

EXCAVATION

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

7+00A 8+00A 9+00A 10+00A 11+00A 12+00A 13+00A 14+00A

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

EXISTING OUTLET WORKS ABANDONMENT

EL 50.5

CG465

W /C

J M

G S

PROFILE

PLAN

EL 100.0 EL 87.0

A N

D O

N M

N S

T R

E A

M F

T E

R A

N D F

1 CONFLUENCE

TO CHANNEL

EXTEND FILL

A B

M D C

G -4

CG-465

SECTION 35 73 13 EMBANKMENT FOR EARTH DAMS.

4. RANDOM FILL SHALL BE CONSTRUCTED ACCORDING TO SPECIFICATION

3. SEE SHT CG-163 FOR ADDITIONAL DOWNSTREAM FILL DETAILS.

2. EARTH FILL SHALL BE SLOPED TO DRAIN TOWARD OUTLET CHANNEL.

1. SAND FILTER THICKNESS IS 3 FEET.

NOTES:

CG561

FILTER SAND

EMBANKMENT FILL

RANDOM FILL

SHEET LEGEND:

'-6

EL 63.0

FULL BOTTOM WIDTH OF EXCAVATION

SAND FILTER SHALL EXTEND TO THE

EDGE

CONDUIT COARSE AGGREGATE

ASTM C-33 NO. 89

12" RIPRAP ON 4"

SLOPE TO DRAIN (0.5% MIN)

ON 3H:1V SLOPE

COARSE AGGREGATE

ASTM C-33 NO. 89

12" RIPRAP ON 4"

25'-3 1/2 "

(AT START OF RIPRAP)

GROUND EL 82.0

EL 85.0 (TOP OF SAND FILTER)

CG561

ACCESS ROAD

12'-0" NEW PEDESTRIAN

ABANDONMENT DOWNSTREAM FILTER AND BACKFILL

PLUG

DIVERSION

DOWNSTREAM

B R

EL 82.0

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

4+00A 5+00A 6+00A 7+00A 8+00A 9+00A 10+00A 11+00A 12+00A

545+00

546+00

547+00

548+00

GAGE HOUSE

EL 78.0

UPSTREAM PLUG

A B

A N

D O

N M

E N

A R

W /C

J M

G S

EXISTING OUTLET WORKS ABANDONMENT

SCALE IN FEET

20' 40' 80' 120'

SUPERSTRUCTURE

STEEL

GATE TOWER

GATE ACCESS BRIDGE

ABUTMENT

GATE ACCESS BRIDGE

T-WALL

EL 78.0

10'

CG165

PROFILE

PLAN

CG466

CG-466

A B

M D C

G -4

DEMOLISHED

TO BE

SILT TRAP

BUILDING

EXISTING GENERATOR

S E

E N

O T

E J

EL 84.91

E X

T E

N T O

F T -W

A L L R

E M

O V

A L

EXCAVATE

DEMOLITION

RANDOM FILL

SHEET LEGEND:

U P

S T

R E

A M P

L U

G E

X C

A V

A T

A N

D D

E M

O L

EXCAVATION

STAIRS

ACCESS BRIDGE AND STAIRS

USGS GAGE HOUSE

PLUG

DIVERSION

UPSTREAM

ABANDONMENT - UPSTREAM PLUG AND DEMOLITION

INTAKE APPROACH

B R

ON STRUCTURAL DEMOLITION.

SEE SHEET CD-102 FOR ADDITIONAL NOTES AND INFORMATION 7.

BELOW THEIR RESPECTIVE DEMOLITION ELEVATIONS.

THE USGS GAGE HOUSE AND SILT TRAP SHALL BE GROUTED6.

EXCAVATION MAY ENCOUNTER EXISTING CUTOFF WALL.5.

BOTTOM OF GATE TOWER.

TEMPORARY EXCAVATION SLOPE SHALL MEET4.

AT APPROXIMATELY EL 67.0, SEE SHT R-723.

BOTTOM OF USGS GAGE HOUSE AND SILT TRAP IS 3.

EARTH DAMS.

SPECIFICATION SECTION 35 73 13 EMBANKMENT FOR

RANDOM FILL SHALL BE CONSTRUCTED ACCORDING TO 2.

EXCAVATION.

AND CG-165 FOR MORE INFORMATION ON UPSTREAM

SEE CG-164 FOR MORE INFORMATION ON UPSTREAM PLUG1.

NOTES:

MISC. HANDRAIL, STAIRS, SIDEWALK, AND GUARDRAIL, FIELD VERIFY.J.

INTAKE APPROACH R-701 THRU R-703. I.

SILT TRAP (TO 3 FT BELOW EXISTING GRADE): R-723.H.

USGS GAGE HOUSE (TO 5 FT BELOW EXISTING GRADE): R-723 AND R-724.G.

GATE TOWER AND CONCRETE STRUCTURES (ABOVE EL. 84.91): R-702 THRU R-704.F.

EXISTING GENERATOR BUILDING: R-717 THRU R-718.E.

T-WALL (STA 544+64 TO 547+51): R-714.D.

USGS GAGE HOUSE ACCESS BRIDGE, STAIRS, AND ABUTMENTS: R-724 AND R-725.C.

GATE ACCESS BRIDGE AND ABUTMENT: R-721.B.

GATE TOWER - STEEL SUPERSTRUCTURE: R-711 THRU R-713.A.

DEMOLISH AND REMOVE:

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N D

T R

G A

L V

E S

T O

N T

S O

U T

H W

E S

T E

R N D

N D

A M

S A

F E

T Y P

R O

D U

C T

N C

E N

T E

M L

O C

K E P

X X

X M

M /D

D /Y

Y Y

Y X

X X

12345

P R

O J E

C T P

R E

Q U

E S

T F

O R P

R O

P O

S A

S W

G H

S C

-2

H A

R R

N D F

O R

T B

E N

D C

O U

N T

S T

E X

A S

4+00A 5+00A 6+00A 7+00A 8+00A 9+00A 10+00A 11+00A

SCALE IN FEET

15' 30' 60' 90'

545+00

546+00

547+00

548+00

EXISTING OUTLET WORKS ABANDONMENT

SECTION

PLAN

CG467

A R

W /C

J M

G S

EL 113.03

A N

D O

N M

M D C

G -4

CUTOFF WALL

EXISTING

CG-467

CG166

SLOPE TO DRAIN 0.5% MIN EL 80.0

20'-0"

EMBANKMENT FILL

RANDOM FILL

EL 100.0

T R

E A

M E

M B

A N

K M

D C

H A

N N

E L F

ABANDONMENT - UPSTREAM EMBANKMENT AND CHANNEL FILL

PLUG

DIVERSION

UPSTREAM

3. ALL 'SLOPE TO DRAIN' AREAS SHALL BE A MINIMUM 0.5% SLOPE.

FOR EARTH DAMS."

ACCORDING TO SPECIFICATION SECTION 35 73 13 "EMBANKMENT

2. EMBANKMENT FILL AND RANDOM FILL SHALL BE CONSTRUCTED

TO CHANNEL DIVERSION PLUG.

1. FILL EXISTING INTAKE CHANNEL FROM SLOPE OF EMBANKMENT

NOTES:

B R

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

N M

A R

K A

P P

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

M A

R K

D E

S C

C O

N T

R A

C T N

D A

T E

A P

P R

Production Center

SWD Dam Safety

B A

R K

E R D

A M S

A F

E T

Y M

O D

A T

N S

B U

F F

A L

O B

A Y

O U A

N D T

U T

A R

A D

K S A

N D B

A R

K E

R D

A M

®of Engineers

US Army Corps

R E

W E

D B

SHEET OF YYY

A R

M Y C

O R

P S O

F E

N G

E E

R S

B o b b y V a n C le a v e L e a d E n g r

X X

X X -X

X -X -X

G -1

-R -0

S I

D x

F u ll S iz e

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

G A

L V

E S

T O

N…

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