W912QR25R0016_CERT_Final_V1B_OTW_Plans-0008.pdf
PDF 37 MB Posted
- Solicitation number
- W912QR25R0016
About this file
This file is a demolition plan sheet (Sheet 7 of 18) for the Rough River Dam Safety Modification Phase II project, specifically focusing on the Outlet Works demolition plan. The document details the removal of various existing site infrastructure, including a playground, chainlink fence, asphalt pavement, shelter facility, campground signs, timber garbage can platforms, gravel parking areas, vaulted restroom facilities, concrete walkways, existing fire hydrants, waterlines, and riprap ditches. The plan indicates specific instructions for each removal item, such as relocating the playground, removing existing structures, and preserving certain elements like existing trees.
The demolition plan is part of a larger project located at Rough River Lake in Falls of Rough, Kentucky, involving the reconstruction of the dam's outlet works. The sheet is dated November 2024 and was prepared by the U.S. Army Corps of Engineers Louisville District, with specific details about elevation changes, site layout, and systematic removal of existing infrastructure to facilitate the new dam safety modification project. The plan includes precise notes about how to handle each site element, demonstrating a methodical approach to site preparation and infrastructure removal.
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Text version
DISTURB LIMITS
OUTLET WORKS CL
DISTURB LIMITS
OUTLET WORKS CL
CUT OFF WALL CL
(STA. 10+56.90 - STA. 19+97.25)
14' DIAMETER TUNNEL
(STA. 10+56.90 - STA. 19+97.25)
14' DIAMETER TUNNEL
PI STA. = 13+90.28
N = 2108946.24
E = 1422197.06
R = 300.00'
L = 502.82'
T = 333.37'
E = 148.48'
12+00
13+00
14+00
O A
K
W W
W
HWY 79
DAM
DAM
ASPHALT PARKING LOT
EXISTING PARAPET WALL
WALL
EXISTING PARAPET
EX. R
IPRAP D
ITCH
EX.
R
IP
R
AP
D
IT
C H
EX. RIP
RAP DITCH
520 520
530 530
535 535 535
540 540 540
540 540
545 545
545 545 545
550 550 550
550 550
555 555
555 555 555
MWMW
MW
P Z G
P Z
U M
P Z A (V
W
U M
U M
PZ62A (VW
PZ66A/B/C (VW)
PZ64A/B (VW)
R i m
E l e v
P Z A /B /C (V
W
R im E le v.
P Z A /B (V
W
D
A B C
M R S
M R S
M
R S
U M
P Z
P Z
M R S
C M
W W
W
ABANDONED
ABANDONED ABANDONED
DO NOT DISTURB
RIPRAP SLOPE
DO NOT DISTURB
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
CONTRACTOR WORK LIMITS
LINEAR ITEM REMOVAL
X
REMOVED RIPRAP FOR NEW DITCHES.
REMOVE EXISITNG RIPRAP. USE
RESTRICTED WORK LIMITS
CLEARING AND GRUBBING
INDIVIDUAL ITEM REMOVAL / TREE REMOVAL
(REFER TO KEYNOTES).
OR PAVEMENT PULVERIZATION
FULL DEPTH PAVEMENT REMOVAL
01 57 19.00 06 FOR MORE DETAILS.
DOWN BETWEEN APRIL 1 AND NOV. 15. SEE SPEC.
(ABOUT 4.5 FEET ABOVE GROUND LEVEL) SHALL BE CUT
3. NO TREES GREATER THAN 4" DIAMETER AT BREAST HEIGHT,
SPECIFICATION SECTION 31 11 00.
2. FOR CLEARING AND GRUBBING, SEE
SPECIFICATION 31 23 05.00 06.
31 00 00.00 06. FOR MASS EXCAVATION SEE
1. FOR EARTHWORK, SEE SPECIFICATION SECTION
AREA TO BE RECONNECTED AND MAINTAINED.
32. REMOVE WATER VALVES. WATER SUPPLY TO TAILWATER
RELOCATION. SEE STR CD103 FOR CONTINUATION.
REMOVE ASPHALT PAVEMENT WITH STATE ROAD
31. MAINTAIN PAVEMENT DURING CONSTRUCTION AND
30. REMOVE ABANDONED WATER MONITORING EQUIPMENT.
29. REMOVE USGS GAGE STATION AND STAFF GAGES (3).
SHALL COORDINATE WITH GRAYSON COUNTY RECC.
ELECTRIC TO BE REMOVED BY OTHERS. CONTRACTOR
28. POWER POLE AND/OR LIGHT POLE AND OVERHEAD
REPRESENTATIVE AND THE KENTUCKY STATE PARK.
LINE RELOCATION WITH THE CONTRACTING OFFICER
27. REMOVE SANITARY MANHOLE. COORDINATE THE SANITARY
SEE SHEET OTW CS122.
26. USGS GAGE STATION BUBBLER CONDUIT REPLACEMENT.
AND INSTRUMENT SHALL BE STORED.
COR FOR USACE TO STORE. ENCLOSURE, SOLAR PANEL,
25. SALVAGE SEIZMIC INSTRUMENTATION AND DELIVER TO
24. ABONDON PIEZOMETER SEE NOTE IN PLAN.
23. ABANDON RELIEF WELL SEE NOTE IN PLAN.
22. BURY EXISTING PAVEMENT SECTION INTACT.
FOUNDATIONS.
21. REMOVE EXISTING GATE, POSTS, AND ASSOCIATED
OPERATIONAL. SEE OTW CU105 FOR NEW FIRE HDRANT.
REMOVED ONLY AFTER THE NEW FIRE HYDRANT IS
20. REMOVE EXISTING FIRE HYDRANT. FIRE HYDRANT CAN BE
19. REMOVE EXISTING WATERLINE.
SEE SITE PLANS FOR NEW PLAYGROUND LOCATION.
18. RELOCATE EXISTING PLAYGROUND EQUIPMENT.
17. REMOVE EXISTING HEADWALL (SANITARY OUTFALL).
16. REMOVE OR ABANDON EXISTING 6 INCH SANITARY.
15. REMOVE EXISTING CONCRETE PAD.
14. PULVERIZE EXISTING ASPHALT PAVEMENT SECTION.
13. REMOVE EXISTING UNDERDRAIN AND HEADWALL.
12. BURY EXISTING RIPRAP / GROUTED RIPRAP INTACT.
11. REMOVE EXISTING PIPE AND HEADWALLS.
10. REMOVE EXISTING SHELTER FACILITY.
9. PROTECT EXISTING TREE.
8. REMOVE CAMP GROUND SIGN.
7. REMOVE TIMBER GARBAGE CAN PLATFORMS.
6. REMOVE COMPOSITE GUARD RAIL.
5. REMOVE GRAVEL PARKING AREA.
4. REMOVE EXISTING VAULTED RESTROOM FACILITY.
3. REMOVE CONCRETE WALK / CONCRETE STEPS.
2. REMOVE ASPHALT PAVEMENT SECTION FULL DEPTH.
1. REMOVE EXISTING CHAINLINK FENCE.
BASE TO REMAIN.
REMOVE ASPHALT PAVEMENT. AGGREGATE
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
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PLAN
20' 40'0
MATCH LINE SEE SHEET CD111
MATCH LINE SEE SHEET CD116
R E
V
IS
IO
N
S I
N A
C C
O R
D A
N C
E W
IT
H
A M
D T
W
2Q R
R
_C
ER
T_ Fi na l_
V1 B_
O
TW
_P la ns -0
550 550 550 550 550
550 550 550 550
550 5
445 4
455 455 455
460 460
465 465
470 470
470 470
475 475
475 4
475 475
480 480
480 480
480 480 480
485 485 485
485 485
485 485
490 490 490 490 490 490 490
490 490
495 495 495
495 495
495 495 495
495 495
495 495
500 500
500 500 500
500 500 500 500 500 500 500
0 500
505 505 505 505 505
505 505
505 505
505 505
505 5
505 505 505 505 505 505 505
510 510
510 510
510 510 510 510
510 510 510 510 510 510 510
515 515 515 515 515 515
515 515 515 515 515
515 515 515 515 515 515 515
520 520 520
520 520 520 520 520
520 520
520 520
520 520 520 520 520 520 5
525 5
525 525 525 525 525 525 525 525
525 525
525 525
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
0 540
0 540
540 540 540 540 540 540 540 540 540 540 540
540 540
545 545
545 545
545 545 545 545 545 545 545 545
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
550 550 550 550
550 550 550
0 550
0 5
5 555
555 555
555 55
555 555
555 555 555 555 555 555 555 555 555 555 555 555 555
0 560
570 570
625 6
5 62
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
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
P
P
P
W A
L L
P L
A Y
G R
O U
N D
C E
M E T E R
Y
W A
L L
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
T S
C
M P
" C
E
V .4
E .7
N
.5
U S
G S
"O L D C
A M
P G
R O
U N
D S
P O
IL
A
R E
A
"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
M E
TE
R Y
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
A
B
C
D
E
F
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D B
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S
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US Army Corps
U .S
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F L
E T
T
N O
V E
M B
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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
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 (BID OPTION 2)
SHOWER FACILITY
EXISTING CAMP
STATE PARK)
PARK (ROUGH RIVER
ACCESS TO KY STATE
NEW CUTOFF WALL (BID OPTION 3)
O V
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A L
L S
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T
L E
T W
O R
K S
NORTH
PLAN
400'0 200'
OVERALL SITE PLAN - OTW
SCALE: 1"=200'
A1
R E
V
IS
IO
N
M A
D E
I N
A C
C O
R D
A N
C E
W
IT
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_P la ns -0
470 470
475 475
480 480 480 480
' 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
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
L.P.
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.
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
L.P.
R O
U G
H R
IV
E R
F L
O W
EXIST.
REST
ROOM
AREA
SEEPAGE
AREA
SEEPAGE
EX.
RIP
RAP D
ITCH
E X
IS
T . C
O N
C R
E T
E K
N E
E W
A L L
E = 0.75'
T = 12.29'
L = 24.46'
R = 100.00'
E = 1422782.44
N = 2110305.10
PI Sta. = 0+63.73
CURVE NO. 1
RIGHT GROIN
DISTURB LIMITS
EAST ACCESS CL
STILLING BASIN1
GROIN DITCH
CL LEFT
GROIN DITCH
CL RIGHT
FILL BASELINE
EX. CHANNEL
DISTURB LIMIT
ROAD CL
CRANE
A.C.B. LINED DITCH
6' FLAT BOTTOM
A.C.B. LINED DITCH
6' FLAT BOTTOM
EXISTING RETREAT
CHANNEL TO BE FILLED
IN ONCE NEW OUTLET
WORKS ARE OPERATIONAL.
SEE GRADING PLANS AND
EXISTING CHANNEL FILL
CROSS SECTIONS.
(BID OPTION 3)
DITCH, REFER TO STR CG105
FOR CONTINUATION OF A.C.B
CURVE NO.1
PI Sta. = 1+44.66
N = 2110123.99
E = 1422571.47
R = 50.00'
L = 60.27'
T = 34.40'
E = 10.69'
1+
2+00
PT
Sta. 1+70.52
P C
S ta . 1
+1 0.
P T
S ta .7
P O
E
S ta . 1
.3
N : 2 ,1 ,1
.4
E : 1 ,4
,6
.1
EAST ACCESS
CURVE NO. 2
PI Sta. = 8+32.02
N = 2109938.21
E = 1422594.28
R = 200.00'
L = 43.21'
T = 21.69'
E = 1.17'
LEFT GROIN
CURVE NO. 1
PI Sta. = 2+41.90
N = 2110092.95
E = 1422759.11
R = 200.00'
L = 286.84'
T = 174.39'
E = 65.35'
8' 8'
R
CL LOWER DAM BERM
GROIN DITCH
CL LEFT
DRAPED FILTER
STA. 1+00 - BEGIN
1+00
PC
Sta . 0+
51.
PT
Sta. 0+75.8
2+00
3+00
P
CS
ta . 0
.5
PT
Sta. 3+ 54.35
P O
B
S ta . 0
.0
N
.9
E
.4
1+00
2+00
3+00
POB
Sta. 0+00.00
N 2 110 027.78
E 1 422 932.53
CRANE RD. STA. 4+26.33 =
BOAT RAMP STA. 2+59.99 =
STILLING BASIN EAST
ACCESS STA. 9+00.63
P O
B S ta .0
N
.9
E
.6
P O
E S ta .9
N
.4
E
.5
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
SECTIONS ON SHEETS OTW CG751 to CG753. (BID OPTION 3)
SEE DETAIL D8 ON SHEET OTW CS501 AND SEE CROSS
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 OTW 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. (BID OPTION 3)
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
MANUFACTURE RECOMMENDATION.
OF 2 FEET INTO CORED AND GROUTED HOLE PER
ROCK BENCH, EMBED HANDRAIL SUPPORT POST A MINIMUM
DETAILS. WHERE HANDRAIL IS TO BE INSTALLED ON EXPOSED
26. STEEL HANDRAIL. SEE SPEC 05 52 00 AND OTW_SB S-202 FOR
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. (BID OPTION 3)
22. EXISTING STILLING BASIN TO BE FILLED. SEE DETAIL
SECTION IN DETAIL E5 ON SHEET OTW CS501. (BID OPTION 3)
21. AREA TO RECEIVE DRAPED FILTER. SEE DRAPED FILTER
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
OTW
CS118
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
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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
SITE PLAN - OTW
1"=20'SCALE:
NORTH
PLAN
20' 40'0
MATCH LINE SEE SHEET CS121
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
M
A T
C H
L
IN
E S
E E
S H
E E
T C
S
C E
R T
IF
IE
D F
IN
A
L
R E
V
IS
IO
N
I N
A C
C O
R D
A N
C E
W
IT
H A
M D
T
A1
W
2Q R
R
_C
ER
T_ Fi na l_
V1 B_
O
TW
_P la ns -0
CHAIN LINK
X . R
IP
R A P D
IT
C H
DITCH, REFER TO STR CG107
FOR CONTINUATION OF A.C.B
POB
Sta . 0+
00.
N 2
0 2 81.
E 1
2 8 41.
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
SECTIONS ON SHEETS OTW CG751 to CG753. (BID OPTION 3)
SEE DETAIL D8 ON SHEET OTW CS501 AND SEE CROSS
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 OTW 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. (BID OPTION 3)
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
MANUFACTURE RECOMMENDATION.
OF 2 FEET INTO CORED AND GROUTED HOLE PER
ROCK BENCH, EMBED HANDRAIL SUPPORT POST A MINIMUM
DETAILS. WHERE HANDRAIL IS TO BE INSTALLED ON EXPOSED
26. STEEL HANDRAIL. SEE SPEC 05 52 00 AND OTW_SB S-202 FOR
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. (BID OPTION 3)
22. EXISTING STILLING BASIN TO BE FILLED. SEE DETAIL
SECTION IN DETAIL E5 ON SHEET OTW CS501. (BID OPTION 3)
21. AREA TO RECEIVE DRAPED FILTER. SEE DRAPED FILTER
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
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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
E P
L A
N
O
F
CS119
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
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A F
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G J
R P
L A
C E
L O
U
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V
IL
L E
K
E N
T U
C K
Y
NORTH
PLAN
20' 40'0
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
C E
R T
IF
IE
D F
IN
A
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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'
TRENCH
EX. UTIL.
CONC. PAD
EX. 5' X 6'
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
R O
U G
H R
IV
E R
F L
O W
BOX
EX. ELEC.
6'12'12'6'
12'
14'
19'
' B
O T T O
M
N 2 110 256.08
E 1 422 218.95
N 2 110 152.97
E 1 422 276.70
PO
E
St a.
+3
6.
N
0.
E
2.
POE
Sta. 6+ 06.15
N 2 110 324.73
E 1 422 401.46
PI Sta. 21+33.32
N 2 110 292.10
E 1 422 241.01
40' R E T R E A T C
H A N
N E L
DISTURB LIMITS
OUTLET WORKS CL
WEST ACCESS CL
STILLING BASIN
DISTURB LIMITS
CL CAMPGROUND FILL
GROIN DITCH
CL LEFT
GROIN DITCH
CL RIGHT
FILL BASELINE
EX. CHANNEL
LIMIT
DISTURB
A.C.B. LINED DITCH
6' FLAT BOTTOM
CHANNEL (SEE SHEET OTW CG508)
APRON, BEGIN RIPRAP
STA. 24+20: END CONCRETE
E = 4.26'
T = 36.02'
L = 70.70'
R = 150.00'
E = 1422611.78
N = 2110429.40
PI Sta. = 2+74.73
CURVE NO. 2
RIGHT GROIN
R
IP
R A P L
IN
E D
R E T R
E A T C
H A
N N
E L
EXISTING RETREAT
CHANNEL TO BE FILLED
IN ONCE NEW OUTLET
WORKS ARE OPERATIONAL.
SEE GRADING PLANS AND
EXISTING CHANNEL FILL
CROSS SECTIONS.
(BID OPTION 3)
P O
B
S ta . 0
+0 0.
N : 2 ,1 ,1 .6
E : 1 ,4 ,4 .8
25+00
26+00
27+00
28+00
21+00
22+00
23+00
22+00
2+00
3+
4+
5+
PC
Sta. 2+38.7
PT
St a.
+0
9.
4+00
5+00
6+00
POE
Sta. 22+72.2
N 2 110 209 .82
E 1 422 352 .99
4+00
5+00
PI
Sta. 5+42.65
N 2 110 380.51
E 1 422 520.15
P O
E S ta .4
N
.2
E
.0
OUTLET WORKS
PI STA. = 26+48.99
N = 2110339.87
E = 1422482.88
R = 500.00'
L = 582.36'
T = 329.27'
E = 98.68' POESta. 2+12.00
2+00
PT
Sta. 1+93.72
PC
Sta. 1+89.73
SIDEWALK
CURVE NO.2
PI = 1+91.73
N = 2110136.37
E = 1422297.69
R = 25.00'
L = 3.99'
T = 2.00'
E = 0.08'
CL SIDEWALK
S T A . 2
E N
D
PI
Sta. 26+48.99
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
SECTIONS ON SHEETS OTW CG751 to CG753. (BID OPTION 3)
SEE DETAIL D8 ON SHEET OTW CS501 AND SEE CROSS
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 OTW 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. (BID OPTION 3)
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
MANUFACTURE RECOMMENDATION.
OF 2 FEET INTO CORED AND GROUTED HOLE PER
ROCK BENCH, EMBED HANDRAIL SUPPORT POST A MINIMUM
DETAILS. WHERE HANDRAIL IS TO BE INSTALLED ON EXPOSED
26. STEEL HANDRAIL. SEE SPEC 05 52 00 AND OTW_SB S-202 FOR
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. (BID OPTION 3)
22. EXISTING STILLING BASIN TO BE FILLED. SEE DETAIL
SECTION IN DETAIL E5 ON SHEET OTW CS501. (BID OPTION 3)
21. AREA TO RECEIVE DRAPED FILTER. SEE DRAPED FILTER
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
E P
L A
N
O
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CS121
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
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IF
IC
A T
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N
P H
A S
E I
I
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B D
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S C
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B S
A Y
L O
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R H
A R
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A N
S
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T R
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T
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R M
A R
T
IN
L U
T H
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K
IN
G J
R P
L A
C E
L O
U
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V
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L E
K
E N
T U
C K
Y
NORTH
PLAN
20' 40'0
MATCH LINE SEE SHEET CS118
M A
T C
H L
IN
E
S E
E S
H E
E T
C S
MATCH LINE SEE SHEET CS122
C E
R T
IF
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D F
IN
A
L
R E
V
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S F
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D T
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W
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H A
M D
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A1
W
2Q R
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_C
ER
T_ Fi na l_
V1 B_
O
TW
_P la ns -0
1 1
(6" LAYER THICKNESS)
KYTC NO. 357 STONE
(18" LAYER THICKNESS)
KYTC CLASS II CHANNEL LINING
F1
NTS
CL
12'12'
6'6'8'
2'
(EARTH)(EARTH)
TYPICAL FLAT
BOTTOM DITCH
2%8%
POINT
PROFILE GRADE
8%2%
SUBDRAIN (TYP.)
6" DIA. PAVEMENT
DETAIL THIS SHEET
SEE PAVEMENT EDGE
NTS
PAVEMENT EDGE DETAIL
F8
SUBDRAIN
6" PAVEMENT
6" (TYP.)
M
IN
KY#57 STONE
GEOTEXTILE
NON-WOVEN
M
IN
TACK COAT
4" DRAINAGE LAYER (KY#57)
4 4
SIDE SLOPES
SURROUNDING
SEEDING OF
8%
1.5" ASPHALT SURFACE COURSE
12" PREPARED SUBGRADE
CHANNEL
STABILIZED
EXISTINGNO OVERFALL
S=0% d
PLANVIEW
CROSS SECTION A-A
PROFILE VIEW
PROFILE
A
A
SIDE SLOPE 2:1
NOTE: APRON @ ZERO GRADE
A
A
1'
M
IN
6" MIN.
PROFILE
NTS
A1
DISCH.
d/2 PIPE
NOTES:
L
W
W d
PIPE OUTLET RIPRAP PROTECTION DETAIL
1. W1 = 3 TIMES PIPE DIAMETER (MIN. 6').
2. W2 VARIES, SEE GRADING PLANS.
3. L VARIES, SEE GRADING PLANS.
1 1
(6" LAYER THICKNESS)
KYTC NO. 357 STONE
(18" LAYER THICKNESS)
KYTC CLASS II CHANNEL LINING
4 4
SIDE SLOPES
SURROUNDING
SEEDING OF
W1 OR W2
NTS
RIPRAP LINED FLAT BOTTOM DITCH
C8
SEE PLAN
2'-0" MIN.
8" KY #57 STONE
TYPE I OR II ROCK SPOIL FILL
(SEE EARTHWORK SPEC. 31 00 00.00 06)
12" KY CONCRETE SAND
EXISTING GROUND
GEOTEXTILE CLOTH
OR 6 OZ NON-WOVEN
GRADED AGGREGATE FILTER
TYPE I OR II ROCK SPOIL FILL
(SEE EARTHWORK SPEC. 31 00 00.00 06)
ACCESS ROAD TYPICAL SECTION (EAST/WEST STILLING ACCESS ROADS, AND TOWER ACCESS ROAD)
NOTES: 1. FOR CONTRACTOR SPILLWAY ACCESS ROAD TYPICAL SECTION SEE
SHEET OTW GS501.
2. REFER TO CROSS SECTIONS FOR SIDE SLOPES.
3.0" ASPHALT BASE COURSE
6" KYTC CRUSHED STONE BASE
NTS
BEYOND STA 3+70 (BID OPTION 3)
(RETREAT CHANNEL ABANDONMENT)
EXISTING RETREAT CHANNEL FILL
B5
EXISTING CHANNEL BOTTOM
NTS
STA 0 TO STA 3+70 (BID OPTION 3)
EXISTING STILLING BASIN FILL
DRAPED FILTER SECTION AND
E5
6"6"
6"
CONCRETE CAP
A8
NTS
TRAFFIC YELLOW
PAINT WITH 2 COATS
CONCRETE
PIPE FILLED WITH
6" SCH. 40 STEEL
TYPICAL BOLLARD
M
IN
NOTE:
PLACE 8" KYTC #57 STONE OVER RIPRAP AND
GROUTED RIPRAP PRIOR TO PLACING DRAPED
FILTER CONSISTING OF 12" CONCRETE SAND
AND 8" KY #57 STONE.
EXISTING GROUND
14" KYTC CLASS I RIPRAP
4" KYTC #68 STONE
6" KYTC DGA
NTS
RIPRAP PROTECTION (BID OPTION 3)
DOWNSTREAM DAM TOE
D8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
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F
G
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550 550 550 550 550
550 5
445 4
455 455 455
470 470
475 475
475 4
475 475
480 480
480 480 480
485 485 485
485 485
485 485
490 490 490 490
490 490
495 495
495 495 495
495 495
495 495
500 500
500 500 500
500 500 500 500 500 500 500
0 500
505 505 505 505 505
505 505
505 505
505 505
505 5
505 505 505 505 505 505 505
510 510
510 510
510 510 510 510
510 510 510 510 510 510 510
515 515 515 515 515 515
515 515 515 515 515
515 515 515 515 515 515 515
520 520 520 520 520
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