W912QR25R0016_CERT_Final_Plans-0003.pdf

HWY 7

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HWY 79

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E N 2 107 466.34

E 1 421 064.64 N 2 107 721.19

E 1 421 240.86

N 2 108 213.69

E 1 421 344.87

N 2 107 802.31

E 1 420 874.08

N 2 107 707.75

E 1 420 766.25

N 2 107 619.37

E 1 420 779.63

N 2 108 041.41

E 1 420 877.49

N 2 108 056.72

E 1 420 770.64 N 2 108 283.21

E 1 420 809.78

N 2 108 363.75

E 1 420 792.53

N 2 108 294.78

E 1 421 401.88

N 2 109 554.21

E 1 420 928.47

N 2 110 105.73

E 1 420 664.28

N 2 109 631.77

E 1 421 360.46

N 2 109 238.06

E 1 421 369.58

N 2 110 328.75

E 1 423 298.69

A

B

C

D

F

E

N 2 108 938.10

E 1 422 034.38

N 2 108 858.14 E 1 422 127.85

N 2 108 807.53 E 1 422 131.18

N 2 108 694.01

E 1 422 034.09

N 2 108 645.15

E 1 422 091.20

N 2 108 779.97

E 1 422 208.22

N 2 110 186.17

E 1 423 017.04

N 2 110 176.21

E 1 423 167.91

N 2 110 041.01

E 1 423 581.09

N 2 110 186.17

E 1 423 017.04

N 2,110,442.53

E 1,422,613.74

N 2,110,337.98

E 1,422,816.81

AM

AJ

AK

N 2,109,163.84

E 1,422,225.61

N 2,109,090.62

E 1,422,267.22

RESTRICTED LIMITS

N 2110376.96

E 1421405.49

N 2110258.14

E 1421543.33

N 2110265.24

E 1421588.46

N 2110175.28

E 1421630.54

N 2109958.80

E 1421774.97

N 2109877.32

E 1421989.65 N 2109867.60

E 1421939.23

N 2109740.01

E 1422025.93

N 2109573.81

E 1422014.98

N 2109912.23

E 1422234.71

N 2109344.57

E 1422186.42

N 2109314.17

E 1423482.50

N 2110067.69

E 1423603.91

7 6

N 2 109 478.21

E 1 422 038.61

N 2 109 642.39

E 1 422 054.90

N 2 109 770.10

E 1 422 055.06

N 2 109 872.87

E 1 421 985.85

N 2 110 447.05

E 1 422 549.97

N 2 110 683.02

E 1 422 148.82

N 2 110 779.44

E 1 421 967.34

N 2 110 831.10

E 1 421 829.57

N 2 110 871.68

E 1 421 696.24

N 2 110 914.86

E 1 421 348.78

N 2 110 869.47

E 1 421 308.61

N 2 110 793.32

E 1 421 197.75

N 2 110 683.05

E 1 421 111.39

N 2 110 602.42

E 1 421 122.95

N 2 110 254.87

E 1 420 939.08

N 2 110 093.57

E 1 421 048.16

N 2 110 394.36

E 1 421 326.11

N 2 110 452.47

E 1 421 248.22

N 2 109 982.31

E 1 421 800.33

N 2 110 233.97

E 1 421 622.74

N 2 109 425.49

E 1 422 171.73AJ

H

G

I

G N 2 108 637.19

E 1 422 010.67

H N 2 108 653.08

E 1 421 926.16

I N 2 108 702.10

E 1 421 959.29

N 2 108 370.70

E 1 421 124.84

N 2 108 308.80

E 1 421 119.10

N 2 108 308.76

E 1 421 205.56

N 2 108 371.49

E 1 421 205.72 9

N 2 108 725.06

E 1 421 774.73

N 2 109 047.88

E 1 421 627.54

N 2 109 076.06

E 1 421 663.23

N 2 109 114.42

E 1 421 709.39

N 2 109 143.08

E 1 421 731.02

N 2 109 278.00

E 1 421 650.11

N 2 109 467.16

E 1 421 525.37

N 2 109 342.08

E 1 421 367.17

AK

AL

AL

N 2,108,992.17

E 1,422,216.41

AM

N 2,108,956.65

E 1,422,257.93

N 2 108 237.74

E 1 422 461.33

N 2 108 055.71

E 1 422 547.54 N 2 108 197.01

E 1 422 710.74

N 2 108 913.44

E 1 423 179.65

N 2 107 685.37

E 1 422 764.21

N 2 107 927.53

E 1 422 737.62

N 2 107 916.29

E 1 423 130.19

N 2 108 004.58

E 1 422 805.20

N 2 108 198.73

E 1 421 635.40

N 2 108 070.72

E 1 421 524.92

N 2110465.30

E 1421319.48

N 2110547.55

E 1421388.23

N 2110417.92

E 1421782.77

N 2110281.99

E 1422037.37

N 2110192.82

E 1422066.90

N 2 107 807.79

E 1 420 756.88

N 2 108 151.22

E 1 420 780.90

0' C

E M

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Y B

U F F E R

N 2 107 706.92

E 1 420 967.72

N 2 108 123.60

E 1 420 973.67

N 2,108,509.50

E 1,422,273.41

1,422,342.44 E

2,108,549.53 N

1,422,372.36 E

2,108,572.75 N

1,422,149.62 E

2,108,641.94 N

1,422,180.32 E

2,108,677.49 N

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GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

REQUIRED PER STAGING AREA USE PLAN.

PER SECTION 01 52 13.20 08. ON-SITE LAB FACILITY IS

5. THE LABORATORY TESTING FACILITIES SHALL BE INSTALLED

THIS CONTRACT.

THE GOVERNMENT TRAILER SHALL BE INSTALLED UNDER

FACILITIES FOR GOVERNMENT TRAILER REQUIREMENTS.

SEE SPECIFICATION SECTION 01 52 13.20 08 GOVERNMENT

CONTRACTOR TRAILER REQUIREMENTS.

CONSTRUCTION FACILITIES AND CONTROLS FOR

SPECIFICATION SECTION 01 50 00 TEMPORARY

LOCATED IN STAGING AREAS AT SIMILAR LOCATION. SEE

4. CONTRACTOR AND GOVERNMENT TRAILERS SHALL BE

ANY UTILITY WORK WITH UTILITY COMPANY.

CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING

AREAS INCLUDING DISPOSAL AREAS SHALL BE SEEDED.

OTW SPOILPLANS. ALL OTHER DISTURBED

RESTORE SPOIL AREA TO THE CONDITION IDENTIFIED IN THE

PRIOR TO THE END OF CONSTRUCTION, CONTRACTOR SHALL

REQUIRMENTS IN SPECIFICATIONS SECTION 01 57 19.00 06.

SPOIL AREA SHALL MEET ALL EROSION CONTROL AND PERMIT

ALL REQUIREMENTS IN SPECIFICATIONS SECTION 02 41 00.

SPECIFICATION SECTION 31 11 00. DEMOLITION SHALL MEET

GRUBBING SHALL MEET ALL REQUIREMENTS IN

TEMPORARY GRAVEL ACCESS ROADS. CLEARING AND

INCLUDE CLEARING TREES AND VEGETATION AND INSTALLING

WITH MATERIAL PROCESSING NEEDS. MODIFICATIONS MAY

DESIGNATED SPOIL AREA LIMITS IN ORDER TO ASSIST

3. CONTRACTOR MAY MODIFY AREA WITHIN

SECTION 01 35 00.00 08 SPECIAL PROCEDURES.

CONSTRUCTION FACILITIES AND CONTROLS AND PER

SPECIFICATION SECTIONS 01 50 00 TEMPORARY

A CONSTRUCTION SITE PLAN IN ACCORDANCE WITH

2. PRIOR TO START OF WORK, CONTRACTOR SHALL SUBMIT

MASS EXCAVATION.

SECTION 31 00 00.00 06 EARTHWORK AND 31 23 05.00 06

SHALL BE IN ACCORDANCE WITH SPECIFICATION

1. DISPOSITION OF SPOIL MATERIAL IN DISPOSAL AREAS

REMAIN OPEN AT ALL TIMES.

ACCESS. PUBLIC ACCESS TO THE STATE PARK SHALL

ENTRANCE SHALL NOT BE USED FOR CONSTRUCTION,

14. ROUGH RIVER STATE PARK ENTRANCE. THE STATE PARK

KENTUCKY TRANSPORATION CABINET.

COORDINATED WITH THE CONTRACTING OFFICE AND THE

ANY TEMPORARY CLOSURES OF THE HIGHWAY SHALL BE

CONSTRUCTION CONDITION UPON PROJECT COMPLETION.

CONSTRUCTION. THE ROAD SHALL BE REPAIRED TO PRE-

PHOTOGRAPHED AND DOCUMENTED PRIOR TO

13. EXISTING STATE HIGHWAY 79. CONDITION SHALL BE

12. EXISTING CHANNEL FILL SPOIL AREA.

11. SPILLWAY ACCESS ROAD (CONTRACTOR TO DESIGN)

10. ORIGINAL HIGHWAY 79 ON DAM CREST STAGING AREA.

PERSONNEL TO THE TAILWATER REMAINS OPEN AT ALL TIMES.

9. CONTRACTOR MUST ENSURE ACCESS FOR LAKE OPERATION

THE CONTRACTOR.

NOT BE AVAILABLE FOR LAYDOWN, STORAGE, OR PARKING BY

THE PUBLIC DURING CONSTRUCTION. THE PARKING LOT SHALL

8. THE PROJECT OFFICE PARKING LOT SHALL REMAIN OPEN TO

ROAD SHALL BE REMOVED DURING CONSTRUCTION.

7. CONTRACTOR MAY USE ROAD FOR ACCESS TO TAILWATER.

F6/STR CP501 FOR NEW ASPHALT PAVEMENT SECTION.

WILL REQUIRE FULL DEPTH REPLACEMENT. SEE DETAIL

PRE-CONSTRUCTION CONDITION. ANY FAILED PAVEMENT

CONTRACTOR SHALL RESTORE ROAD TO

CONSTRUCTION. PRIOR TO THE END OF CONSTRUCTION,

OF ROAD CONDITION PRIOR TO THE START OF

AREAS. CONTRACTOR SHALL TAKE PHOTO DOCUMENTATION

6. CONTRACTOR MAY USE ROAD FOR ACCESS TO TAILWATER

ATOP THE RAISED SPOIL AREA.

AREA. WEST SPILLWAY ACCESS TO BE CONSTRUCTED

AND EXIT CHANNEL EXCAVATION TO BE PLACED TO RAISE

5. OLD CAMPGROUND SPOIL AREA. SPOIL FROM TUNNEL

TRANSPORTATION CABINET (KYTC).

FOR OBTAINING ANY ACCESS PERMITS FROM THE KENTUCKY

FROM SPILLWAY ACCESS. CONTRACTOR IS RESPONSIBLE

TO THE SPOIL AREA SHALL BE FROM HIGHWAY 79 OR

THE ROAD FOR ACCESS TO THE SPOIL AREA. ACCESS

4. ROAD TO REMAIN OPEN. CONTRACTOR SHALL NOT USE

D7/CTW GC502.

ENTRANCE/EXIT ALONG HIGHWAY 79. SEE DETAIL

PROVIDE TEMPORARY GRAVEL CONSTRUCTION

3. PROJECT STAGING AREA. OWNED BY USACE.

D7/CTW GC502. SEE NOTE 3.

ENTRANCE/EXIT ALONG HIGHWAY 79. SEE DETAIL

PROVIDE TEMPORARY GRAVEL CONSTRUCTION

2. PROJECT "UPLAND SPOIL AREA". OWNED BY USACE.

"UPLAND SPOIL AREA" (2 - BELOW).

THE SPILLWAY ACCESS OR THRU USACE OWNED

OF KENTUCKY. SEE NOTE 3. TO BE ACCESSED USING

1. PROJECT "UPLAND SPOIL AREA". OWNED BY STATE

CONTRACTOR WORK LIMITS

PROPERTY LINE

2 - WAY ACCESS ROUT

RESTRICTED LIMITS

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CONTRACTOR WORK LIMITS

1"=200'SCALE:

NORTH

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400'0 200'

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510 510

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520 520 520 520 520 520 5

525 5

525 525 525 525 525 525 525 525

525 525

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525 525 525 525 525 525 525 525

530 530 530 530 530 530 530

530 530 530 530 530 530

530 530 530 530 530 530 530 530 530 530 530

535 535 535 535 535 535 535 535

535 535 535 535

535 535 535 535 535 535 535 535 535 535

0 540

540 540 540 540

540 540 540 540 540 540 540 540

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540 540 540 540 540 540 540 540 540 540 540

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545 545 545 545 545 545 545 545 545 545 545

550 550 550 550 550

550 550 550 550 550 550 550 550 550

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0 550

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555 555 555 555 555 555 555 555 555 555 555 555 555

0 560

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"UPLAND SPOIL AREA"

RESERVOIR

DAM

DAM

DAM

CS109

CS110

CS111

CS112

CS113

CS114

CS115

CS116

CS117CS117

CS118 CS119

CS120

CS121

CS122

CS123

CS124

C E

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CONTRACTOR

STAGING AREA

KY P

ARKS A

IRFIE

LD

ROUGH RIVER

STATE PARK

GENERAL SHEET NOTES

LEGEND

CONTRACTOR WORK LIMITS

RESTRICTED WORK LIMITS

RESTRICTED DURING CONSTRUCTION.

5. PUBLIC ACCESS TO THE TAILWATER AREA SHALL BE

PROJECT.

SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE

4. UTILITY SERVICES FOR EXISTING USACE AND KY PARKS DEPT.

FOR THE DURATION OF THE PROJECT.

AND PEDESTRIAN ACCESS TO THE FACILITY ARE REQUIRED

MAINTENANCE OF THE DAM. SAFE AND ADEQUATE VEHICULAR

TO EXECUTE OPERATIONS RELATED TO OPERATION AND

MAINTENANCE STAFF AND PARK RANGERS WILL CONTINUE

PUBLIC DURING WORKING HOURS. ADDITIONALLY, THE

3. THE ROUGH RIVER PROJECT OFFICE WILL BE OPEN TO THE

MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.

USACE AND KY PARKS DEPT. BUILDINGS SHALL BE

2. SAFE AND ADEQUATE VEHICULAR ACCESS TO THE EXISTING

1. ALL DIMENSION ARE IN U.S. SURVEY FEET.

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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EXISTING

PICNIC SHELTER

EXISTING

PLAYGROUND

EXISTING

(SEE OTW PLANS)

NEW PICNIC SHELTER

(SEE OTW PLANS)

NEW RESTROOM FACILITY

(SEE OTW PLANS)

NEW STILLING BASIN

(SEE OTW PLANS)

NEW TUNNEL

(SEE OTW PLANS)

NEW CONTROL TOWER

(SEE OTW PLANS)

NEW APPROACH CHANNEL

MAINTENANCE BUILDING

STATE PARK

SPILLWAY

RETREAT CHANNEL

ROUGH RIVER

OUTLET CONDUIT

EXISTING

STILLING BASIN

EXISTING

(SEE OTW PLANS)

NEW RETREAT CHANNEL

USACE MAINTENANCE BUILDING

TOWER BRIDGE

CONTROL TOWER

EXISTING

USACE BUILDING

USACE VISITORS CENTER

USACE PROJECT OFFICE

CONTRACTOR ACCESS

RELOCATED HWY 79

WORK PLATFORM

SHOWER FACILITY

EXISTING CAMP

STATE PARK)

PARK (ROUGH RIVER

ACCESS TO KY STATE

NEW CUTOFF WALL

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OVERALL SITE PLAN - OTW

SCALE: 1"=200'

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(TO REMAIN)

EX. FENCE

EX. ASPHALT

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EX. STATE PARK

MAINTENANCE BUILDING

CONCRETE SPILLWAY

CONTROL SILL(ELEV 424 ACROSS CENTER)

.7 6 5

.3 6 5 .6

.2

.6

.0

.5

.8 5 5 .0

.5

.2

E = 120.81'

T = 178.87'

L = 171.09'

R = 72.00'

E = 1422573.85

N = 2108385.92

PI Sta. = 5+88.18

CURVE NO. 1

12' 12'

N 2 108 480.83

E 1 422 294.22

N 2 108 607.63

E 1 422 465.33

N 2 108 770.09

E 1 422 336.73

N 2 108 634.48

E 1 422 580.04

N 2 108 610.18

E 1 422 581.61

DISTURB LIMITS

TOWER ACCESS CL

'-0

R

MATCH EXISTING

STA. 3+10.54

DISTURB LIMIT

N 2 108 423.36

N 2 108 423.78

E 1 422 463.37

N 2 108 474.54

E 1 422 487.32

N 2 108 459.67

E 1 422 468.48

N 2 108 554.20

E 1 422 598.35

2+00

3+00

4+00

PC

Sta. 4+09.31

P

TS

ta . 5

.4

PI

Sta. 1+94.99N 2 108 694.50E 1 422 330.19

E = 4.14'

T = 10.00'

L =15.71'

R = 10.00'

E = 1422349.48

N = 2108719.29

PI STA. = 0+18.50

CURVE NO. 1

SIDEWALK

GENERAL SHEET NOTES

SHEET KEYNOTES

LEGEND

WINTER POOL ELEV. = 470

RESTRICTED SUMMER POOL ELEV. = 490

NORMAL SUMMER POOL ELEV. = 495

3. ROUGH RIVER RESERVOIR -

2. SPOT COORDINATES ARE TO EDGE OF PAVEMENT.

ARE TO THE EDGE OF PAVEMENT.

1. ALL DIMENSIONS ARE IN U.S. SURVEY FEET. DIMENSIONS

SEE CROSS SECTIONS ON SHEETS OTW CG751 to CG753.

SEE DETAIL D8 ON SHEET OTW CS501 AND

36. DOWNSTREAM DAM TOE RIPRAP PROTECTION TO EL. 472.00.

SEE DETAILS ON SHEET OTW CS509.

35. NEW CONCRETE BOAT RAMP WITH INTEGRAL CURB.

34. NEW STAFF GAGE. SEE DETAIL E5 ON SHEET STR CI501.

PORTAL FACE. SEE VOL 2 OTW-TU-S-502.

33. PERMANENT ANCHORED WIRE MESH AT DOWNSTREAM

32. BOLLARD, SEE SHEET CS501, DETAIL A8.

SEE VOLUME 2 SHEET OTW_CT S-800 FOR DETAIL.

31. BIG CLIFTY UPPER SHALE CONCRETE BULKHEAD,

SHEET OTW CP401.

DETAIL F5 ON SHEET OTW CS508 AND JOINT PLAN ON

30. STILLING BASIN BENCH CONCRETE PAVEMENT, SEE

SEE DETAIL A5 ON SHEET OTW CS508.

29. NEW 6' X 6' CONCRETE PAD FOR USGS GAGE STATION.

ON STR CG504.

28. ARTICULATED CONCRETE BLOCK (A.C.B.) SEE DETAILS

31 09 13.00 06 FOR MORE DETAILS.

WITH EXISTING BUBLER. SEE SPECIFICATION SECTION

MUST BE IN OPERATION FOR ONE MONTH CONCURRENT

STATION SLAB DETAIL ON SHEET OTW GS508. NEW BUBLER

27. NEW CONDUIT FOR USGS BUBBLER INSTRUMENT. SEE GAGE

26. NOT USED

25. RELOCATED PLAYGROUND.

INSTRUMENT. SEE DETAIL A1 ON SHEET STR CI503.

24. NEW CONCRETE PAD FOR RELOCATED SEISMIC

SHEETS.

23. EXISTING CONDUIT ABANDONMENT, SEE CTW CG500

B5 ON SHEET OTW CS501.

22. EXISTING STILLING BASIN TO BE FILLED. SEE DETAIL

FILTER SECTION IN DETAIL E5 ON SHEET OTW CS501.

21. AREA TO RECEIVE DRAPED FILTER. SEE DRAPED

OTW CS501.

20. RIPRAP LINED DITCH. SEE DETAIL C8 ON SHEET

SHEET STR CS515.

19. NEW TERMINAL SECTION NO. 1. SEE DETAIL A6,

STR CS516 AND CS517.

18. NEW GUARDRAIL END TREATMENT TYPE 1. SEE

SEE DETAIL ON SHEET OTW_BR S-702.

17. NEW THRIE BEAM GUARDRAIL TRANSITION AT BRIDGE.

A1, SHEET STR CS506.

16. NEW STEEL "w" BEAM GUARDRAIL. SEE DETAIL

EXCAVATIONS). SEE DETAILS ON SHEET OTW CS507.

15. TURF REINFORCEMENT MATTRESS. (ABOVE ROCK

SEE DETAIL ON SHEET OTW CS508.

REINFORCED CONCRETE GENERATOR PAD (20'x10').

14. TOWER GENERATOR LOCATION

13. NEW SHELTER FACILITY. SEE VOLUME 2 PLAN SET.

12. NEW RESTROOM FACILITY. SEE VOLUME 2 PLAN SET.

11. 6' WIDE EARTH SHOULDER.

10. CONCRETE SIDEWALK. SEE DETAIL D1 ON SHEET STR CS502.

9. 4" WHITE PARKING STRIPE.

SEE DETAIL E5 ON SHEET STR CM501.

8. HANDICAPPED PARKING PAVEMENT MARKINGS.

SEE DETAILS ON SHEET STR CS504.

7. MANUAL SWING VEHICLE GATE, 26' OPENING.

DETAILS ON SHEETS OTW CS504 AND CS505.

6. SECURITY FENCE FE6-TR-84. SEE FENCE

SEE SHEET OTW CG517.

SEE SHEET OTW CG514. (r) RETREAT CHANNEL,

5. PERMANENT DRAPED WIRE MESH. (a) APPROACH, 35 59 15.00 06. BOOM TO EXTEND TO ELEV. 535.0.

4. MARINE SAFETY BOOM. SEE SPECIFICATION

3. PAVEMENT EDGE KEY. SEE DETAIL B6 ON SHEET STR CP501.

2. TOWER BRIDGE. SEE VOLUME 2 PLAN SET.

SEE DETAIL F1 ON SHEET OTW CS501.

1. MEDIUM DUTY ASPHALT ACCESS ROAD PAVEMENT.

CONTRACTOR WORK LIMITS

NEW DITCH

RESTRICTED WORK LIMITS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S S

H

IF

F L

E T

T

N O

V E

M B

E R

IT

E P

L A

N

O

F

R T

IF

IE

D F

IN

A

L

OTW

CS114

F A

L L

S O

F R

O U

G H

K

E N

T U

C K

Y

R O

U G

H R

IV

E

R D

A M

D A

M S

A F

E T

Y M

O D

IF

IC

A T

IO

N

P H

A S

E I

I

P

B D

O R

S C

H

B S

A Y

L O

R

R H

A R

R

IS

A N

S

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L A

C E

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

T

L E

T W

O R

K S

SITE PLAN - OTW

1"=20'SCALE:

MATCH LINE SEE SHEET CS113

M A

T C

H L

IN

E

S E

E S

H E

E T

C S

NORTH

PLAN

20' 40'0

SEE STR PLANS

RELOCATION WORK

FOR STATE ROAD

R E

V

IS

IO

N

M A

D E

I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

M E

N T

A1

W

2Q R

R

_C

ER

T_ Fi na l_

Pl an s-

W

C

C O

C O

C

OW

W

C O

C

OW

W

W

W W

W

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

L P

ABANDONED ABANDONED ABANDONED ABANDONED

A B A N

D O

N E D

A B

A N

D O

N E

D

A B

A N

D O

N E

D

LOCATION

ESTIMATED

LOCATION

ESTIMATED

B

W

W W

W

W I

I I

E

I I

II I

I

P

BP

B

E

D

INVERT ELEVATION = 532.42'

INCOMING INV = 557.85'

OUTGOING INV = 556.95'

RIM EL = 560.67'

INSTRUMENT

SEISMIC

HEADWALL

EXISTING

2" P V C

" P

V C

2" PVC

2" PVC

" P

V C

" P

V C

C B

C O

C O

C O

C O

R

IP

R A P D

R A

IN

A G

E

R

IP

R A P D

R A

IN

A G

E

C B

C B

HWY 79

HWY 79

HWY 79

R O

U G

H R

IV

E R D

A M S

P

IL

L W

A Y

R O

U G

H R

IV

E R D

A M S

P

IL

L W

A Y

LANDIN

G

STRIP

ROUGH RIVER LAKE

R O

U G

H R

IV

E R L

A K

E

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

PP

P

P P

P

P

P

P

P

P

P

P

P

P

P

P

P

P P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

P

G A T E

G A T E

G A T E

UD

UD UD

U D

UD

U D

U D

U D

U D

UD

U

D

UD

U D

O A

K

W A

L L

P L

A Y

G R

O U

N D

D E

N S E T

R E E S

D E

N S E T

R E E S

P L

A Y

G R

O U

N D

C E

M E T E R

Y

W A

L L

' C

H A

IN

L

IN

K

' C

H A

IN

L

IN

K

' C

H A

IN

L

IN

K

' C

H A

IN

L

IN

K

4' CHAIN LIN

K

PEDISTRIAN

GATE

M A

N U

A L

G A

T E

M A

N U

A L

G A

T E

' C

H A

IN

L

IN

K

' C

H A

IN

L

IN

K

' C

H A

IN

L

IN

K

' C

H A

IN

L

IN

K

4' CHAIN LIN

K

PEDISTRIAN

GATE

M A

N U

A L

G A

T E

M A

N U

A L

G A

T E

CHAIN LINK

W W

W

C B

C B

C B

C B

T E

N N

IS

C O

U R

T S

T E

N N

IS

C O

U R

C

" C

I

D G E

F O

X . 12" H

D P E S

T O

R M

EX. 1

8" C

MP

E X . 1

" H

D P

E S

T O

R M

L.P.

L.P.

P.P.

TRENCH

EX. UTIL.

CONC. PAD

EX. 5' X 6'

(TO REMAIN)

EX. FENCE

(TO REMAIN)

EX. GATE

E X . C

O N

C

EX. CONC.

BENCH

EX. PARK

STAND PIPE

EX. CMP

STAND PIPE

EX. CMP

STAND PIPE

EX. CMP

EX.

4" R

C P

L.P.

TRENCH

EX. UTIL.

FOUNDATIONS

EX. CONC.

GUARDRAIL

EX. COMPOSITE

EX.

CAMP

SIT

E

EX.

CAMP

SIT

E

EX.

CAMP

SIT

E

E X . A

S P

H A

L T P

A T

H

EX. D

IRT T

RAIL

TREATMENT PLANT

EX. SHOWER HOUSE

SIGN

CAMPGROUND

EX.

CONC. PAD

EX. 5' X 6'

EX. ASPHALT

U D

U D

E X

B R

IC

K P

A V

E D P

A R

K

IN

G E

X

B R

IC

K P

A V

E D P

A R

K

IN

G

E X

A S

P H

A L T R

O A

D

E X . A

S P H

A

LT

R

D

C O

N S

TR

U C

TI

O N A

C C E S S

E X

A S

P H

A L T R

D

E X

A S P

H A

L T R

D (C

O N

S T

R U

C T

IO

N A

C C

E S S

EX.

A

SP

HALT

R D.

(C

O

NSTRUCTI

O N

ACCES

S)

EXIST.

SHELTER

(REMOVE)

EXIST.

PLAY GROUND

(RELOCATE)

EX. R

IPRAP DI

TCH

EXIST. ASPHALT PARKING

E X

IS

T . A

S P

H A

L T R

O A

D

E X

IS

T . A

S P

H A

L T P

A R

K

IN

G

E X . 12" H

D P E S

T O

R M

EX. 1

8" C

MP

E X . 1

" H

D P

E S

T O

R M

L.P.

L.P.

P.P.

EX. GRAVEL

PARKING AREA

E X . R

IP

R

A P S

L O

P E

E X . A

S P

H A

L T R

D

E X . A

S P H

A

LT

R

D

L.P.

P.P.

EX.

" C

MP

L.P.

L.P.

E X . A

S P H

A

LT R

D

E X C

A M P E R

S L

IP

T Y P

E X . A

S P

H A L T R

D

E X . A

S P

H A

L T R

D

E X . C

A M

P G

R O

U N

D A

R E

A

E X . C

A M

P G

R O

U N

D A

R E

A

EX. CAMPER

SLIP (TYP.)

E X . A

S P

H A

L T R

D

E X . C

A M

P G

R O

U N

D A

R E

A

E X . C

A M

P G

R O

U N

D A

R E

A

E X

A S P

H A

L T P

A T

H

P.P.

E X . A

S P

H A

L T R

D

E X . A

S P

H A

L T R

D

E X . 1

" C

M P

E X . 1

" C

M P

E X A S P

H A

L T R

D

EX. CAMPER

SLIP (T

YP.)

E X . A

S P

H A

L T P

A T

H

R O

U G

H R

IV

E R

F L

O W

R O

U G

H R

IV

E R

F L

O W

R O

U G

H R

IV

E R

F L

O W

R O

U G

H R

IV

E R

F L O

W

R O

U G

H R

IV

E R

F L O

W

LOCATION

SPRING

POSSIBLE

EXIST.

REST

ROOM

CAN PLATFORM

EX. TIMBER GARBAGE

CAN PLATFORM

EX. TIMBER GARBAGE

CAN PLATFORM

EX. TIMBER GARBAGE

BOX

EX. ELEC.

E X

. A S

P H

A L

T

E X

. A S

P H

A L

T

EX.

RIP

RAP D

ITCH

RESERVOIR

RESERVOIR

HWY 79 HWY 79 HWY 79 HWY 79 HWY 79

HWY 79

P A

R K E

N T

R A

N C

E

E X

A S

P H

A L T

P A

R K

IN

G

E X

U S

A C

E V

IS

IT

O R C

E N

T E

R

E X

U S

A C

E V

IS

IT

O R C

E N

T E

R

EX. STATE PARK

MAINTENANCE BUILDING

PROJECT OFFICE

ASPHALT PARKING LOT

BRICK PAVER

PARKING LOT

EX. SHELTER

CONCRETE SPILLWAY

CONTROL SILL(ELEV 424 ACROSS CENTER)

.7 6 5

.3 6 5 .6

.2

.6

.0

.5

.8 5 5 .0

.5

.2

EXISTING OUTLET CHANNEL

E X

IS

T

IN

G O

U T

L E

T C

H A

N N

E L

E X A S P

H A

L T R

D

(O L D C

A M

P G

R O

U N

D R

O A

D

ASPHALT PATH

LOCATION

SPRING

POSSIBLE

LOCATION

SPRING

POSSIBLE

LOCATION

SPRING

POSSIBLE

AREA

SEEPAGE

AREA

SEEPAGE

AREA

SEEPAGE

AREA

SEEPAGE

DAM

DAM

ASPHALT PARKING LOT

DAM

DAM

DAM

DAM

DAM

DAM

E X

IS

T

IN

G C

O N

D U

IT

EXISTING PARAPET WALL

WALL

EXISTING PARAPET

WALL

EXISTING PARAPET

WALL

EXISTING PARAPET

EX. RI

PRAP DIT

CH

EX. RIP

RAP DITCH

EX. R

IPRAP D

ITCH

EX.

R

IP

R

AP

D

IT

C H

EX. RIP

RAP DITCH

EX.

RIP

RAP D

ITCH

E X . R

IP

R A P

D

IT

C H

EX. RIPRAP DITCH

E X . A .C .B . D

IT

C H

E X . R

IP

R A P D

IT

C H

HWY 79

(BRIDGE DECK)

HWY 79

(ASPHALT)

E X . R

IP

R

A P D

IT

C H

E X . R

IP

R

A P D

IT

C H

E X . A .C .B . D

IT

C H

RESERVOIR

RESERVOIR

STATION & BUBBLER

EX. USGS GAGE

SMALL

POND

U S

G S

N

.5

E .7

E L E

V .4

STAFF GAGE

EX. USGS

MONITORING EQUIP

ABANDONED WATER

E X

IS

T . C

O N

C R

E T

E K

N E

E W

A L L

CU102

CU103

CU104 CU105

CU106

CU107 CU108

CU109

CU110

CU111 CU112

CU113 CU114

CU115

CU116

PUBLIC RESTROOM

EXISTING

PICNIC SHELTER

EXISTING

PLAYGROUND

EXISTING

(SEE OTW PLANS)

NEW PICNIC SHELTER

(SEE OTW PLANS)

NEW RESTROOM FACILITY

(SEE OTW PLANS)

NEW STILLING BASIN

(SEE OTW PLANS)

NEW TUNNEL

(SEE OTW PLANS)

NEW CONTROL TOWER

(SEE OTW PLANS)

NEW APPROACH CHANNEL

"O L D C

A M

P G

R O

U N

D S

P O

IL

A

R E

A

"UPLAND SPOIL AREA"

MAINTENANCE BUILDING

STATE PARK

RESERVOIR

DAM

SPILLWAY

RETREAT CHANNEL

ROUGH RIVER

OUTLET CONDUIT

EXISTING

STILLING BASIN

EXISTING

(SEE OTW PLANS)

NEW RETREAT CHANNEL

USACE MAINTENANCE BUILDING

TOWER BRIDGE

CONTROL TOWER

EXISTING

USACE BUILDING

USACE VISITORS CENTER

USACE PROJECT OFFICE

CONTRACTOR ACCESS

RELOCATED HWY 79

WORK PLATFORM

SHOWER FACILITY

EXISTING CAMP

DAM

DAM

STATE PARK)

PARK (ROUGH RIVER

ACCESS TO KY STATE

NEW CUTOFF WALL

GENERAL SHEET NOTES

LEGEND

(EMAIL) JOHN.PELLEGRINO@LUMEN.COM

(PHONE) 215-888-9753

MR. JOHN PELLEGRINO

7. FIBER OPTIC UTILITY: LUMEN

(EMAIL) MFRENCH@MCRECC.COM

(PHONE) 270-422-2162 X3169

MR. MIKE FRENCH

6. ELECTRIC UTILITY: MEADE COUNTY RECC

(EMAIL) TG2580@ATT.COM

(PHONE) 270-302-7267

MR. THOMAS GREATHOUSE (LEE)

5. TELEPHONE UTILITY: AT&T

(EMAIL) BRAMEY@MEDIACOMCC.COM

(PHONE) 270-527-9939

MR. BRIAN RAMEY

4. CABLE UTILITY: MEDIACOM

RESORT.

3. SANITARY SEWER UTILITY: ROUGH RIVER DAM STATE

EMAIL KSHAW@GRAYSONWATER.COM

P.O.C. - MR KEVIN SHAW, 270-259-2917

GRAYSON COUNTY WATER

(EMAIL) DAVID.WAKEFIELD@VEOLIAWATERNA.COM

P.O.C. - MR. DAVID WAKEFIELD, (PHONE) 270-756-9091

VEOLIA WATER - HARDINSBURG, KY

2. WATER UTILITIES:

TO WORK.

NOTIFIED OF ANY CONFLICTS OR DISCREPANCIES PRIOR

CONTRACT. THE CONTRACTING OFFICER SHOULD BE

EXISTING UTILITIES THAT RELATE TO WORK IN THIS

COORDINATING ALL UTILITIES AND FIELD VERIFYING ALL

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

CONTRACTOR WORK LIMITS

RESTRICTED WORK LIMITS

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

T E

S I Z

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S S

H

IF

F L

E T

T

N O

V E

M B

E R

H

H

H

H

H

C

V

E R

A L

L U

T

IL

IT

Y

P L

A N

R T

IF

IE

D F

IN

A

L

OTW

CU101

F A

L L

S O

F R

O U

G H

K

E N

T U

C K

Y

R O

U G

H R

IV

E

R D

A M

D A

M S

A F

E T

Y M

O D

IF

IC

A T

IO

N

P H

A S

E I

I

P

B D

O R

S C

H

B S

A Y

L O

R

R H

A R

R

IS

A N

S

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

K

IN

G J

R P

L A

C E

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

OVERALL UTILITY PLAN - OTW

1"=200'SCALE: 400'0 200'

NORTH

PLAN

A M

D T

U

T

IL

IT

Y

C O

N T

A C

T I

N F

O R

M A

T

IO

N U

P D

A T

E F

E B

A1

W

2Q R

R

_C

ER

T_ Fi na l_

Pl an s-

S1

S8

S2

S3

S4

S5

S6

S7

BLASTING AREA

STILLING BASIN

STILLING BASIN

NEW CONTROL TOWER

BLASTING AREA

CONTROL TOWER

NO VESSELS WITHIN 1500'

UNDERWATER BLASTING

EX. CONTROL TOWER

PARK BEACH

KENTUCKY STATE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

S U

B M

IT

T

E D

B Y

C H

E C

K E

D B

Y

D R

A W

N B

Y

D E

S

IG

N E

D B

Y

C O

N T

R A

C T

N O

S O

L

IC

IT

A

T

IO

N N

O

IS

S

U E

D A

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M A

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D E

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N D

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E

SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S S

H

IF

F L

E T

T

N O

V E

M B

E R

IN

T R

U M

E N

T A

T

IO

N P

L A

N

(O V

E R

A L

R T

IF

IE

D F

IN

A

L

OTW

CG502

F A

L L

S O

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O U

G H

K

E N

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C K

Y

R O

U G

H R

IV

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O D

IF

IC

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P H

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IF

F L

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J.

F

A Y

S

W

IL

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U

IS

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IL

L E

D

IS

T R

IC

T

D

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A R

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IN

L U

T H

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K

IN

G J

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L A

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U

IS

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L E

K

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C K

Y

A

S T

IN

G

A R

E A

UNDERWATER BLASTING PLAN.

THE GOVERNMENT APPROVED

BE PLACED IN ACCORDANCE WITH

NOT SHOWN. HYDROPHONES SHALL

HYDROPHONE LOCATIONS ARE

IN THE EVENT OF CONFLICTS

GOVERN OVER BLASTING PLANS

SPECIFICATION REQUIREMENTS

SEISMOGRAPH

BLASTING AREA

CONTROL TOWER

BLASTING AREA

STILLING BASIN

BLASTING

UNDERWATER

A1

SCALE: 1"=80'

BLASTING AREA INSTRUMENTATION PLAN

NORTH

PLAN

80' 160'0

1. 2.

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D T

NOTES:

W

2Q R

R

_C

ER

T_ Fi na l_

Pl an s-

9+00 9+20 9+40 9+60 9+80 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20

600600

HANEY LIMESTONE

HARDINSBURG SANDSTONE

BEECH CREEK LIMESTONE

REELSVILLE LIMESTONE

SAMPLE SANDSTONE

BEAVER BEND LIMESTONE

ELWREN SHALE

BIG CLIFTY LOWER SHALE SEAM

BEECH CREEK LIMESTONE

ELWREN SHALE

REELSVILLE LIMESTONE

SAMPLE SANDSTONE

BEAVER BEND LIMESTONE

BOTTOM ELEV = 475.0

TOP ELEV = 552.0

STA. 9+00 - 10+40

BOTTOM ELEV = 398.0

TOP ELEV = 552.0

STA 15+50 - 17+50

BOTTOM ELEV = 430.0

TOP ELEV = 552.0

STA 12+50 - 15+50

BOTTOM ELEV = 450.0

TOP ELEV = 552.0

STA 11+60 - 12+50

BOTTOM ELEV = 470.0

TOP ELEV = 552.0

STA 10+40 - 11+60

SHALE SEAM

BIG CLIFTY LOWER

W/SHALE SEAMS

BIG CLIFTY SANDSTONE

BOTTOM ELEV = 430.0

TOP ELEV = 552.0

STA 12+50 - 15+50

STATION 13+00

STATION 10+40 TO

CRITICAL AREA B1

W/SHALE SEAMS

BIG CLIFTY SANDSTONE

STATION 15+50

STATION 13+50 TO

CLOSURE AREA

STATION 15+50

STATION 13+50 TO

CLOSURE AREA

CUTOFF WALL ALIGNMENT

EXISTING GRADE AT

CUTOFF WALL ALIGNMENT

EXISTING GRADE AT

(SEE SHEETS RF124/125)

EXISTING OVERBURDEN

HANEY PROFILE RF126/127

(SEE SHEETS RF124/125)

EXISTING OVERBURDEN

EL. 552.3

TOP OF CUTOFF WALL

TEST SECTION AREA

EL. 439.3 ft

EL. 454.3ft

EL. 439.3 ft EL. 438.3 ft

OFFICIAL UPSTREAM PROFILE APPROVED

600600

18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00

ELWREN SHALE

ELWREN SHALE

REELSVILLE LIMESTONE

SAMPLE SANDSTONE

BEAVER BEND LIMESTONE

HARDINSBURG SANDSTONE

HANEY LIMESTONE

BEECH CREEK LIMESTONE

ELWREN SHALE

REELSVILLE LIMESTONE

SAMPLE SANDSTONE

BEAVER BEND LIMESTONE

BOTTOM ELEV = 484.0

TOP ELEV = 552.0

STA. 24+60 - 25+40

BOTTOM ELEV = 409.0

TOP ELEV = 552.0

STA. 22+70 - 24+60

W/SHALE SEAMS

BIG CLIFTY SANDSTONE

SHALE SEAM

BIG CLIFTY LOWER

STATION 19+20

STATION 17+50 TO

CRITICAL AREA B2

STATION 25+00

STATION 23+80 TO

CRITICAL AREA B4

CUTOFF WALL ALIGNMENT

EXISTING GRADE AT CUTOFF WALL ALIGNMENT

EXISTING GRADE AT

(SEE SHEETS RF124/125)

EXISTING OVERBURDEN

(SEE SHEETS RF124/125)

EXISTING OVERBURDEN

PER SPEC SECTION 31 00 00.00 06

ROCK EXCAVATION REQUIRED

EL. 552.3

TOP OF CUTOFF WALL

FILLED

CONDUIT

DEMOLISHED

RESTRICTION

BEGIN VALLEY

STA. 19+50

RESTRICTION

END VALLEY

STA. 23+50

BOTTOM ELEV = 360.0

TOP ELEV = 552.0

STA 17+50 - 22+36.77

30' MAX. LENGTH

"CRITICAL AREA A"

STA 22+40 - 22+70

STATION 22+40 TO 22+70

30' MAX. LENGTH

CRITICAL AREA

BOTTOM ELEV = 360.0

TOP ELEV = 552.0

STA 17+50 - 22+40

STATION 22+40

STATION 21+80 TO

CRITICAL AREA B3

APPROXIMATE OVERBURDEN LIMIT

EMBANKMENTEMBANKMENT

BEAVER BEND LIMESTONE

SAMPLE SANDSTONE

REELSVILLE LIMESTONE

ELWREN SHALE

BIG CLIFTY LOWER SHALE SEAM

HANEY LIMESTONE

BIG CLIFTY UPPER SHALE SEAM

BIG CLIFTY SANDSTONE

BIG CLIFTY SANDSTONE WITH INTERBEDDED SHALE

HARINSBURG SANDSTONE

BEECH CREEK LIMESTONE

TUNNEL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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S I Z

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M A

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IP

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A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

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G

IN

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S S

H

IF

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E R

GENERAL SHEET NOTES

LEGEND

THE CUTOFF WALL ALIGNMENT AT STATION 9+85.82.

9. THE OUTLET WORKS ALIGNMENT STATION 12+64.75 CROSSES

AND MONITORED DURING CONSTRUCTION.

IN THE BEDROCK CONTACT ELEVATION MUST BE ANTICIPATED

7.5 FEET UPSTREAM OF THE DAM CENTERLINE. VARIATIONS

AND GROUTING ALONG THE UPSTREAM GROUT LINE OFFSET

GENERALIZED PROFILE BASED ON THE PHASE IB DRILLING

8. THE GEOLOGIC PROFILE SHOWN ON CTW-CG200/203 IS A

SPECIFICATIONS).

EXPLORATORY DRILLING/GROUT LOGS., IN VOL. 6 OF THE

INTERPRETIVE REPORT (GIR) AND THE PHASE 1B

BORING LOGS ARE AVAILABLE IN THE GEOTECHNICAL

17+00 TO 23+00 ARE SHOWN ON SHEETS RF124 AND RF125.

7. THE OVERBURDEN PROFILES BETWEEN STATIONS

THE SITE PLANS.

CENTERLINE BY 3 FEET UPSTREAM AND IS SHOWN ON

6. CUTOFF WALL ALIGNMENT IS OFFSET FROM THE DAM

ALIGNMENT.

MINIMUM REQUIRED DEPTH AT ANY LOCATION ALONG THE

5. THE CUTOFF WALL DEPTH SHOWN REPRESENTS THE

03 37 29 AND 03 00 00.

CONCRETE SHALL MEET REQUIREMENTS IN SPECIFICATIONS

WITH SPECIFICATION 31 56 10.00 06. CUTOFF WALL

4. CUTOFF WALL SHALL BE CONSTRUCTED IN ACCORDANCE

SPECIFICATION 31 56 10.00 06.

ANTICIPATED AND SHALL BE ADDRESSED PER

IS SHOWN ON THE CTW PROFILE. VARIATIONS ARE

3. ANTICIPATED TOP OF BEDROCK FOR THE CUTOFF WALL

31 56 10.00 06 CUTOFF WALL CONSTRUCTION.

MEETING SHALL BE PERFORMED PER SPECIFICATION

AREAS B1-B4, A SPECIAL PREPARATORY AND INITIAL

2. PRIOR TO THE START OF CONSTRUCTION IN CRITICAL

CRITICAL AREA A REQUIREMENTS.

1. SEE SHEETS CTW CG502 - CG508 FOR SPECIAL

CLOSURE AREAS

TEST SECTION AREA

CRITICAL AREAS B

CRITICAL AREA A

V

E R

A L

L

C U

T O

F F

W A

L L

P

R O

F

IL

R T

IF

IE

D F

IN

A

L

CTW

CG200

F A

L L

S O

F R

O U

G H

K

E N

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C K

Y

R O

U G

H R

IV

E

R D

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O D

IF

IC

A T

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E I

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P

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IF

F L

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A

H A

M

IL

T O

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A N

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U

IS

V

IL

L E

D

IS

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IC

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D

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IN

L U

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K

IN

G J

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V

IL

L E

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C K

Y

A1

SCALE: 1"=40'

OVERALL PROFILE - CUTOFF WALL

40' 80'0

M A

T C

H T

O S

T A

T

IO

N

B

E L

O W

M A

T C

H T

O S

T A

T

IO

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A

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T_ Fi na l_

Pl an s-

14+60 14+80 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 20+20

ELWREN SHALE

BIG CLIFTY LOWER SHALE SEAM

BEECH CREEK LIMESTONE

ELWREN SHALE

REELSVILLE LIMESTONE

SAMPLE SANDSTONE

BEAVER BEND LIMESTONE

BOTTOM ELEV = 398.0

TOP ELEV = 552.0

STA 15+50 - 17+50STA 12+50 - 15+50

TOP ELEV = 552.0

BOTTOM ELEV = 430.0

CRITICAL AREA B2

STATION 17+50 TO

STATION 19+20

BIG CLIFTY SANDSTONE

W/SHALE SEAMS

CLOSURE AREA

STATION 13+50 TO

STATION 15+50

CUTOFF WALL ALIGNMENT

EXISTING GRADE AT

EXISTING OVERBURDEN

(SEE SHEETS RF124/125)

EXISTING OVERBURDEN

(SEE SHEETS RF124/125)

TEST SECTION AREA

RESTRICTION

BEGIN VALLEY

STA. 19+50

BOTTOM ELEV = 360.0

TOP ELEV = 552.0

STA 17+50 - 22+36.77

PIPE

12" PERFORATED

SAND, SILT, CLAY

OVERBURDEN -

APPROXIMATE OVERBURDEN LIMIT

EMBANKMENTEMBANKMENT

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

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D B

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D A

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S I Z

E

M A

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D E

S C

R

IP

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A T

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SHEET ID

®of Engineers

US Army Corps

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

S S

H

IF

F L

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N O

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M B

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T O

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IF

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IN

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CTW

CG202

F A

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A1

SCALE: 1"=20'

PROFILE

20' 40'0

M A

T C

H L

IN

E

S E

E S

H E

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C G

M A

T C

H L

IN

E

S E

E S

H E

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C G

3. OVERBURDEN PROFILES ARE SHOWN ON SHEETS RF124 THRU RF126

2. SPECIAL PANEL/SECANT IS REQUIRED TO EXTEND FULLY BEYOND THE CONDUIT AND MUST NOT EXCEED 30 FEET IN WIDTH.

ORIGINAL DAM CONSTRUCTION ARE SHOWN ON SHEETS CTW RF132 THRU RF139.

1. REFERENCE DRAWINGS APPLICABLE TO THE CUTOFF WALL ARE SHOWN ON RF101 - RF139. OBSTRUCTIONS FROM THE

NOTES:

R E

V

IS

IO

N

M A

D E

I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

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2Q R

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ER

T_ Fi na l_

Pl an s-

N D

U

IT

+0

+0

LOCATED IN RELATION TO THE ORIGINAL DAM CENTERLINE.

2. HIGHWAY 79 CENTERLINE LOCATION IS RELATIVELY

1. ALL ELEVATION REFERENCES ARE TO NGVD29.NOTES:

I N

C H C

U T O F F W

A L L

C /L F

O R I N

C H C

U T O F F W

A L L

S E E P R

IN

G

E X

IS

T

IN

G

(A

T

IV

E

R E L O

C A T E

D H

IG

H W

A Y

T O C

O N

D U

IT

T O S

T

IL

L

IN

G B

A S

IN

CL

CL CONDUIT

F

LO

W

F

LO

W

O L D H

IG

H W

A Y

O L D H

IG

H W

A Y

PLAN VIEW OF CRITICAL AREA A

GENERAL SEQUENCE OF ABANDONING THE CONDUIT

S P E C

IA

L P A

N E L

I N

C H C

U T -O

F F W

A L L

P A R

A P E T W

A L L

D O

W N S T R E

A M G

R O

U T L

IN

E

U P S T R E

A M G

R O

U T L

IN

E

B E

G

IN

C

R

IT

IC

A L

A R E

A A

S T A

E N

D C

R

IT

IC

A L

A R E

A A

S T A

E N

D C

O N

D U

IT

G

R O

U T

IN

G

S T A

B E

G

IN

C

O N

D U

IT

G

R O

U T

IN

G

S T A

19. ADVANCE SPECIAL PANEL/SECANT VERIFICATION HOLES PER SPECIFICATION 31 56 10.00 06 CUT-OFF WALL CONSTRUCTION.

18. TIE CRITICAL AREA A INTO MAINLINE CUTOFF WALL PER SPECIFICATION 31 56 10.00 06.

CONSTRUCTION AND 03 37 29 CONCRETE FOR CUT-OFF WALLS. CURE CONCRETE TO 75% OF THE DESIGN STRENGTH.

17. ADVANCE ROCK EXCAVATION AND A CONCRETE PANEL/SECANTS AT CRITICAL AREA A IN ACCORDANCE WITH SPECIFICATIONS 31 56 10.00 06 CUT-OFF WALL

LOW STRENGTH GEL.

IN ADVANCE. THE SELF HARDENING SLURRY SHALL SOLIDIFY THE SLURRY WITHIN 2 HOURS AFTER INTRODUCING THE HARDENER TO FORM AN EASILY EXCAVATABLE,

16. THE CONTRACTOR SHALL DEVELOP, TEST AND SUBMIT A SELF HARDENING SLURRY FOR APPROVAL TO THE GOVERNMENT FOR USE IN CRITICAL AREA A 60 DAYS

CUTOFF WALL LIMITS PRIOR TO DEMOLITION. IF LARGE DIAMETER TOOLING OR SHAFTS ARE PROPOSED, THE EXCAVATION SHALL BE FILLED WITH SLURRY.

15. SEVER THE CONDUIT PER THE GOVERNMENT ACCEPTED MEANS AND METHODS. ACCEPTED MEANS REQUIRE THE CONDUIT TO BE CUT OR CORED BEYOND THE

METHODS FOR REMOVAL OF THE CONDUIT SHALL BE SUBMITTED BY THE CONTRACTOR WITH THE PROPOSAL FOR EVALUATION AND CONSIDERATIONS.

14. PREPARE THE WORK PLATFORM FOR DEMOLITION OF THE CONDUIT (i.e. PROJECTION OF CONDUIT TO PLATFORM SURFACE, JIGS, FRAMES, ETC). THE MEANS AND

THE GOVERNMENT WILL DRAW THE RESERVOIR DOWN TO SUMMER POOL (ELEVATION 495.0).

13. CONDUCT INITIAL MEETING INCLUDING A REVIEW OF EMERGENCY PROCEDURES FOR CRITICAL AREA A WORK PER SPECIFICATION 01 35 00.00 08 SPECIAL PROCEDURES.

DRILLING AND GROUTING.

12. A DOUBLE LINE GROUT CURTAIN SHALL BE ADVANCED AS SHOWN ON THE VOLUME 3 PLANS AND IN ACCORDANCE WITH SPECIFICATION 31 32 23.00 06 SLURRY CONTROL

CRITICAL AREA A - CUTOFF WALL EXECUTION PHASE:

11. FOLLOW PROCEDURES OUTLINED ON SHEETS OTW-CG502 THROUGH OTW-CG508

10. THE SERVICE GATES SHALL BE LOWERED INTO THE DOWN POSITION FOR ABANDONMENT.

EACH HOLE IS REQUIRED TO HAVE AN ADDITIONAL 3 AIR VENT HOLES AT LEAST 4 INCHES IN DIAMETER. PACKERS AND PLUGS MUST BE PROVIDED FOR EACH OPENING.

9. THREE 8-INCH CORE HOLES SHALL BE PLACED THROUGH THE CONCRETE FLOOR IN THE LOWEST TWO LEVELS OF THE TOWER AT THE 462.5 AND 449 LEVELS, RESPECTIVELY.

8. THE LOWER 3 TOWER LEVELS (EL. 449-507) SHALL BE STRIPPED OF ALL NON-ESSENTIAL ITEMS AND PREPPED FOR ABANDONMENT, INCLUDING REMOVAL OF HYDRAULIC FLUID.

PULL OFF ADHESION.

7. INTERIOR BY-PASS VALVES SHALL BE COATED WITH A 2 PART EPOXY BASED RESIN, MEETING THE REQUIREMENTS OF ASTM D4541 WITH AT LEAST 1,500 PSI

PIPE DOWNSTREAM OF THE MOST DOWNSTREAM VALVE SHALL BE REMOVED. CUT 12-INCH OPENINGS INTO THE AIR VENT PIPES AT APPROVED LOCATIONS.

6. THE BYPASS BULKHEADS SHALL BE INSTALLED. ALL VALVES SHALL BE CLOSED AND SEALED SHUT PER REQUIREMENTS OF NOTE 7. THE BY-PASS

5. IF LEAKAGE IS EXCESSIVE, ADDITIONAL EXTERIOR SEALING METHODS ARE REQUIRED INCLUDING FABRICATING SPECIAL PLATES, WEDGES, SEALS, OR COATINGS TO REDUCE LEAKAGE.

IS NOT REQUIRED TO VERIFY THE LEAKAGE.

4. THE SEAL OF THE 3 EMERGENCY BULKHEADS SHALL BE VERIFIED BY OPENING EACH SERVICE GATE ONE AT A TIME TO VERIFY LEAKAGE. ENTRY INTO THE CONDUIT

PLACE (QUICK RELEASE CLIPS, RE-SPOOLING CABLES, ETC.)

PLACED INTO THE BULKHEAD SLOTS. THE CONTRACTOR SHALL BE REQUIRED TO MODIFY EXISTING CRANE STRUCTURES TO FACILITATE PLACEMENT OF ALL 3 BULKHEADS IN

PERFORM NON-DESTRUCTIVE TESTING AND REPAIRS TO THE EXISTING BULKHEAD PER CG509. THE EXISTING BULKHEAD AND THE TWO NEW BULKHEADS SHALL BE PERMANENTLY

FOR APPROVAL AT LEAST 120 DAYS PRIOR TO FABRICATION, FABRICATED ACCORDING TO THE REQUIREMENTS OF SPECIFICATION 05 59 20.

TO PROTECT PERSONNEL ENTERING THE CONDUIT AGAINST RESERVOIR LOADINGS UP TO ELEVATION 510. THE BULKHEAD DESIGN MUST BE SUBMITTED TO THE GOVERNMENT

THE ABILITY TO CLOSE UNDER FLOW, BUT MUST PROVIDE PROTECTION AGAINST HYDROSTATIC PRESSURES TO ATLEAST RESERVOIR ELEVATON 510.0 AS AN UNUSUAL LOAD CONDITION.

TO THE REQUIREMENTS OF EM 1110-2-2107 UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER. THE NEW BULKHEADS ARE NOT REQUIRED TO HAVE

AREA FROM LEAKS (LESS THAN 5 GPM FLOW). THE BULKHEADS MUST BE REPLICAS OF THE EXISTING BULKHEADS OR SIMILAR TO THE EXISTING BULKHEADS, CONFORMING

3. THE CONTRACTOR SHALL FABRICATE 2 ADDITIONAL EMERGENCY BULKHEADS SUFFICIENT TO WITHSTAND THE DESIGN LOADS AND ADEQUATELY SEAL THE

FROM MONOLITH 11 TO 15 TO DEFINE 3-D POSITION OF THE CONDUIT AND PROJECT THE CONDUIT GEOMETRY TO THE WORK PLATFORM.

OTHER METHODS TO ENSURE A SUFFICIENT BOND FOR NEW GROUT TO THE EXISTING CONCRETE. SURVEY THE INNER BARREL OF CONDUIT

THE EXISTING STILLING BASIN TO FACILITATE INTERIOR CONDUIT CLEANING FROM MONOLITHS 11 TO 15. THE CONDUIT SHALL BE CLEANED WITH AIR, WATER, OR

2. ABANDONMENT ACTIVITIES CANNOT COMMENCE UNTIL THE NEW OUTLET WORKS IS FULLY APPROVED BY THE GOVERNMENT. THE CONTRACTOR SHALL DE WATER

1. THE CONTRACTOR SHALL CONSTRUCT A DOWNSTREAM STILLING BASIN COFFERDAM PROTECTING TO AN ELEVATION OF 440 ACROSS THE STILLING BASIN END SILL.

CRITICAL AREA A - EXISTING OUTLET WORKS ABANDONMENT:

A1

NTS

LIMESTONE

BEECH CREEK

TOP OF ROCK = EL. ~425.5

MONOLITH 11

MONOLITH 12

INV. EL. ~428.4

B.O.C. EL. ~426.6

420420

350-35 10 15 20-30

FLOW

MONOLITH 13

25 30-25 5-5-10-15-20

CROWN EL. ~441.4

EL. ~440.4

EXISTING PROFILE OF CONDUIT C/L (LEFT)

EL. 425.8' EL. 424.7'

DAM

ORIGINAL

C

LUPSTREAM DOWNSTREAM

JOINT 11/12

JOINT 12/13

JOINT 13/14

SEEP RING

EXISTING

MUD MAT THICKNESS VARIES

CONDUIT

F13

NTS

CRITICAL AREA "A" PLAN VIEW

(A C T

IV

E

R E L O

C A T E

D H

IG

H W

A Y

HIGHWAY 79 CL

24" CUTOFF WALL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

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D

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F

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K E

D B

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D R

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N B

Y

D E

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120240360 120 240 360

UPSTREAM DOWNSTREAM

FLOOD POOL = 524'

SUMMER POOL = 495'

WINTER POOL = 470'

EL555.5'

SHALE

REELSVILLE LIMESTONE

120240360

121 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27Barrel Outlet

Section Transition

UPSTREAM DOWNSTREAM

FLOOD POOL = 524'

SUMMER POOL = 495'

WINTER POOL = 470'

EL555.5'

BIG CLIFTY SANDSTONE

SHALE

HANEY LIMESTONE

HARDENSBURG SANDSTONE

VENT PIPES (3)

SHALE121 2 3 4 5 6 7 8 9 10 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27

ABANDON STILLING BASIN

MUD MAT

120240360 120 240 360

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120240360

ELWREN SHALEELWREN SHALE

ELWREN SHALE

REELSVILLE LS

REELSVILLE LS

BEECH CREEK LS

BIG CLIFTY LOWER SHALE

BIG CLIFTY LOWER SHALE

BEECH CREEK LS

REELSVILLE LS

DETAIL 5 - PROCEDURE FOR OUTLET WORKS ABANDONMENT - U/S CONDUIT

DETAIL 6 - PROCEDURE FOR OUTLET WORKS ABANDONMENT - D/S CONDUIT

BIG CLIFTY SANDSTONE

BIG CLIFTY SANDSTONE

UNTIL A PRESSURE OF 5 PSI IS OBTAINED PER EM 1110-2-2902.

ANY REMAINING VOID SPACES THROUGH REDUNDANT GROUT PIPES POSITIONED AT THE DOWNSTREAM BULKHEAD

11. 24 HOURS AFTER INTIAL GROUTING HOOK UP, PUMP BALANCED, STABLE GROUT "B-MIX" INTO

10. CONTINUE PLACEMENT UNTIL MATERIAL RETURN OCCURS IN THE TOWER AIR VENT PIPES.

THROUGH THE AIR VENT PIPES IN THE DOWNSTREAM BULKHEAD. CLOSE THE AIR VENT PIPES AT THE BULKHEAD.

OF 10^(-6) CM/S THROUGH EACH BY-PASS PIPE CONCURRENTLY UNTIL CONCRETE RETURN IS OBSERVED

(MAXIMUM STRENGTH OF 1500 PSI AT 28 DAYS) AND A MINIMUM PERMEABILITY

9. PLACE B-MIX GROUT, CLSM, OR CELLULAR CONCRETE HAVING A STRENGTH LESS THAN 1,500 PSI

CONTROL TOWER ABANDONMENT GENERAL NOTES (con't):

SCALE: NTS

SCALE: NTS

BULKHEAD FORMWORK

DOWNSTREAM OUTLET

PIPE 11 AND 12 = 2.25 INCH GROUT PIPE FROM 180 FEET EXTENDING TO THE EXISTING GROUT.

PIPE 9 AND 10 = 2.25 INCH GROUT PIPE FROM 90-180 FEET UPSTREAM OF THE BULKHEAD.

PIPE 7 AND 8 = 2.25 INCH GROUT PIPE FROM 0-90 FEET UPSTREAM OF THE BULKHEAD.

CROWN OF THE CONDUIT. INSTALL 6 SLOTTED GROUT PIPES, 2.25 INCHES MINIMUM, AS FOLLOWS:

MINIMUM, TYPE OF PIPE, SLOT CONFIGURATION, FINAL DIAMETER SUBMITTED FOR APPROVAL) ALONG THE

13. EXAMPLE CONFIGURATION AT THE HEADWALL EXIT, INCLUDE 3 SLOTTED AIR VENT PIPES (1.5 INCH DIAMETER

12. CONSTRUCT A DOWNSTREAM OUTLET BULKHEAD PER THE REQUIREMENTS OF NOTE 7 ON CTW-CG504.

CONTROL TOWER ABANDONMENT GENERAL NOTES (con't):

TO INTERCEPT AND RE-ESTABLISH ROOF DRAIN.

BE FILLED WITH APPROVED MATERIAL. CORE EXTERIOR HOLE AT 507

16. CONTROL TOWER ABOVE ELEVATION 449 TO 507 OF THE OPERATING LEVEL SHALL

15. REMOVE SALVAGEABLE EQUIPMENT FROM LOWER THREE CONTROL TOWER LEVELS.

14. ABANDON THE STILLING BASIN PER CONTRACT SPECIFICATIONS.

CONTROL TOWER ABANDONMENT GENERAL NOTES (con't):

BULKHEAD FORMWORK

MONOLITH 13

GROUT VENT AND PIPES

26.25 42.50

SECTION

TRANSITION

26.83

TYPE II

15.67

TYPE II @ 20' = 80'

4 CONDUIT MONO 13 CONRETE CONDUIT TYPE I @ 20' = 260' 8 MONO TYPE I @ 20' = 160'

TYPE II

19.35'

TYPE II @ 20' = 80'

4 CONDUIT MONO

TYPE II

15.67

SECTION

TRANSITION

26.8342.5026.25 13 CONRETE CONDUIT TYPE I @ 20' = 260' 8 MONO TYPE I @ 20' = 160'

TYPE II

19.35'

COINCIDE WITH THE HWY 79 CENTERLINE.

CONSTRUCTION. THE CENTERLINE SHOWN AT 0 OFFSET DOES NOT

CONSTRUCTION, CREST ADJUSTMENTS, AND PHASE 1A AND 1B

DETAILS ON THIS SHEET DEPICT THE DAM PRIOR TO PARAPET WALL

NOTE:

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