W912QR25R0016_CERT_Final_Plans-0004.pdf
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- Solicitation number
- W912QR25R0016
About this file
These are certified final engineering plans for the Rough River Dam Safety Modification Phase II project, specifically detailing the new outlet works and cutoff wall construction located at Falls of Rough, Kentucky. The multi-sheet plan set includes comprehensive technical drawings covering site plans, demolition plans, foundation grouting profiles, concrete pavement sections, partition schedules, and stilling basin elevation details for a complex dam infrastructure upgrade. Key elements include a new 40' x 114.5' stilling basin, grout line installation across multiple geological formations, pavement and road relocations, and precise engineering specifications for structural components like concrete pads, guardrails, and access roads. The project involves extensive site modifications with careful consideration of existing infrastructure, geological conditions, and environmental constraints, as prepared by the US Army Corps of Engineers Louisville District.
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LEGEND - PARTITION TYPES
FIRE RATINGS:
0 NO HOURLY RATING
1 1 HOUR RATED
2 2 HOUR RATED
PARTITION TYPES:
A METAL FRAMING TO DECK
B METAL FRAMING TO 4" ABOVE CEILING
C CMU PARTITION TO DECK
D CMU PARTITION
E METAL FURRING TO DECK
F METAL FURRING TO 4" ABOVE CEILING
G SHAFT WALL
H CHASE WALL
J SECURE WALL
K ELEVATOR WALL
METAL STUD OR CMU WIDTH:
0 7/8" HAT CHANNEL @ 16" O.C. MAX
1 1-5/8" STUD @ 16" O.C. MAX
2 2-1/2" STUD @ 16" O.C. MAX
3 3-5/8" STUD @ 16" O.C. MAX
4 4" STUD @ 16" O.C. MAX OR 3-5/8" CMU
6 6" STUD @ 16" O.C. MAX OR 5-5/8" CMU
8 8" STUD @ 16" O.C. MAX OR 7-5/8" CMU
10 9-5/8" CMU
12 11-5/8" CMU
13 8" CONCRETE
PARTITION MODIFIERS:
A SOUND ATTENUATION INSULATION
B GYPSUM BOARD ON ROOM FINISH SIDE ONLY
C PRE-FACED CMU, BOTH SIDES
D PRE-FACED CMU, SINGLE SIDE
E DOUBLE GYSUM BOARDS ONE SIDE
G GALVANIZED METAL BACKED GWB
P PARTIAL HEIGHT (HEIGHT INDICATED ON PLANS)
R IMPACT RESISTANT
S SMOKE BARRIER
T TILE FINISH (REFER TO INTERIOR FINISH
SCHEDULE)
W WIRE MESH
FIRE RATING
PARTITION TYPE
STUD OR CMU WIDTH
PARTITION MODIFIERS (OPTIONAL)
2'-0" PARTIAL HEIGHT IDENTIFICATION1A3.AB
1. INTERIOR PARTITIONS ARE DIMENSIONED TO THE
FACE OF STUD FRAMING, U.N.O.
2. ALL GYPSUM BOARD SHALL BE TYPE 'X', U.N.O.
3. PROVIDE 5/8" MOISTURE RESISTANT GYPSUM
BOARD
4. CONTRACTOR SHALL ENSURE THAT FIRE RATED
PARTITIONS ARE CONSTRUCTED TIGHT TO THE
UNDERSIDE OF THE ROOF AND/OR FLOOR
STRUCTURE ABOVE, AND THAT ALL VOIDS ABOVE
RATED PARTITIONS OR PENETRATIONS THROUGH
RATED PARTITIONS ARE APPROPRIATELY
FIRESTOPPED TO MAINTAIN THE REQUIRED FIRE
RATING.
5. CONTROL JOINTS ARE REQUIRED IN GYPSUM
WALL AND CEILING SYSTEMS PER GA-216,
PARAGRAPHS 4.7.3.1-4.7.3.7 PR ASTEM C480,
SYSTEM XIII. REFERENCE SPEC SECTION 07 29 00
GYPSUM BOARD FOR FURTHER INFORMATION.
GENERAL NOTES - PARTITION TYPES
FINISH FLOOR
EL: VAR.
CONCRETE SLAB, TYP - REFER TO
STRUCT. DWGS
2 LAYERS 5/8" FIRE RATED TYPE X GYP BD.
STEEL J TRACK
6" SHAFTWALL C-H STUDS
FIRESTOP SEALANT
STEEL JTRACK
FIRESTOP SEALANT
1" FIRE RATED SHAFTLINER PANEL
2 LAYERS 5/8" FIRE RATED TYPE X GYP BD.
6" SHAFTWALL C-H STUDS
1" FIRE RATED SHAFTLINER PANEL
HOISTWAY
FRP PANEL
FRP PANEL
WALL BASE
3 5/8" METAL STUDS
WALL BASE AS
SCHEDULED
CONT. SEALANT,
BOTH SIDES
FINISHED FLOOR
AS SCHEDULED
METAL DECK
RE: STRUCTURAL
DEEP LEG METAL SLIP TRACK
3 5/8" METAL STUDS
2 LAYERS OF 5/8" TYPE X, FIRE
RATED GYPSUM BOARD
FIRESTOP SEALANT
FRP PANEL
BATT INSULATION
SPRAY APPLIED FIRE
PROOFING
STEEL BEAM; REFER TO
STRUCTURAL
US Army Corps of Engineers ®
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3/17/2025 10:49:03 AM
C:\Users\H2EDDJJB\Documents\145870_2022_A_USC TOWER_john.j.brock.rvt
A-601
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WALL PARTITION SCHEDULE
WALL
TYPE DESCRIPTION
FIRE
RATING
UL
ASSEMBLY
BASE
DETAIL
CEILING
DETAIL
TOP OF
WALL
DETAIL Width 1/8"
2A4 3-5/8" METAL STUDS WITH AND 2 LAYERS 5/8" TYP "X" GWB (EACH SIDE), FRP PANEL (EXPOSED SIDE) 2 HR U 425 6 1/4"
2K6 6" METAL C-H STUDS WITH 1" FIRE RATED SHAFT WALL PANEL (SHAFT SIDE) AND 2 LAYERS 5/8" TYP "X" GWB, FRP PANEL (EXPOSED SIDE) 2 HR U 497 8 3/8"
1 1/2" = 1'-0"
WALL TYPE 2K6
3" = 1'-0"
WALL TYPE 2A4
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ROOM FINISH SCHEDULE - GENERAL NOTES
1. MANUFACTURERS REFERENCED ARE INTENDED TO ESTABLISH COLOR, PATTERN AND TEXTURE ONLY, AND ARE NOT INTENDED TO LIMIT SELECTIONS
2. INTERIOR WALL COLORS APPLY TO WALL SURFACES COMPLETE INCLUDING REVEALS, VERTICAL
FURRED SURFACES. BUILDING STRUCTURE, GRILLES, DIFFUSERS, ELECTRICAL AND
ACCESS PANELS AND PIPING, CONDUIT ADJACENT TO SURFACES UNLESS OTHERWISE SPECIFIED.
ITEMS NOT SPECIFIED ELSEWHERE SHALL BE PAINTED TO MATCH ADJACENT WALL
SURFACES.
3. CEILING COLORS APPLY TO CEILING SURFACES INCLUDING SOFFITS, FURRED DOWN AREAS, GRILLES, DIFFUSERS, REISTERS AND ACCESS PANELS. CIELING COLOR SHALL ALSO APPLY TO
JOIST UNDERSIDE OF ROOF DECK AND CONDUIT AND PIPING WHERE JOIST AND DECK ARE EXPOSED
AND REQUIRED TO BE PAINTED.
W
2Q R
R
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T_ Fi na l_
Pl an s-
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
DISTURB LIMITS
TOWER ACCESS CL
MATCH EXISTING
STA. 3+10.54
DISTURB LIMIT
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
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(TO REMAIN)
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EX. ASPHALT
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MAINTENANCE BUILDING
EX. STATE PARK
(ELEV 424 ACROSS CENTER)
CONTROL SILL
CONCRETE SPILLWAY
.7 6 5
.3 6 5 .6
.2
.6
.0
.5
.8 5 5 .0
.5
.2
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EX. TREE
PROTECT
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
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
20. REMOVE EXISTING FIRE HYDRANT.
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
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DEMOLITION PLAN - OTW
1"=20'SCALE:
NORTH
PLAN
20' 40'0
MATCH LINE SEE SHEET CD113
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(C
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ACCES
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LOCATION
SPRING
POSSIBLE
EX.
RIP
RAP D
ITCH
LOCATION
SPRING
POSSIBLE
AREA
SEEPAGE
EX. RI
PRAP DIT
CH
EX. RIP
RAP DITCH
E X . R
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C H
STIL
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BENCH
BENCH A
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CONCRETE
A
PRON
DISTURB LIMITS
OUTLET WORKS CL
EAST ACCESS CL
STILLING BASIN
OF "SPRING"
LOCATION
APPROXIMATE
CRANE ROAD CL
(STA. 10+56.90 - STA. 19+97.25)
14' DIAMETER TUNNEL
DISTURB LIMIT
APRON
CONCRETE
BASIN BEGIN
END STILLING
STA. 21+11.75:
5r
5r
33 5r
5r
5r
5r
STA. 21+11.75)
(STA. 19+97.25 TO
40' X 114.5'
NEW STILLING BASIN -
E = 0.86'
T = 11.37'
L = 22.57'
R = 75.00'
E = 1422219.42
N = 2109664.49
PI = 1+84.48
CURVE NO.2
DITCH
INTERCEPT
N 2 109 692.99
E 1 422 383.11
N 2 109 753.32
E 1 422 407.91
N 2 109 800.02
E 1 422 436.77
N 2 109 681.31
E 1 422 367.43
N 2 109 688.70
E 1 422 329.37
N 2 109 705.93
E 1 422 319.35
N 2 109 772.14
E 1 422 319.82
N 2 109 887.74
E 1 422 452.87
P
CS
ta . 2
.5
P O
B
S ta . 1
.6
S ta .4
P
TS
ta . 6
.0
CURVE NO.1
PI Sta. = 4+74.25
N = 2109566.78
E = 1422542.51
R = 550.00'
L = 409.55'
T = 214.79'
E = 40.45'
CRANE ROAD
CURVE NO.1
PI Sta. = 2+58.27
N = 2109948.74
E = 1422445.20
R = 100.00'
L = 103.28'
T = 56.78'
E = 14.99'
P
TS
ta. 1+
07.00
P
CS
ta. 1+
73.11
P
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ta . 1
.6
1+00
CL INTERCEPTOR DITCH
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
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.
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
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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 I
D
M M
M M
M M
M M
Y Y
Y Y
W Q
R R
Z X
X X
X X
X X
X X
X
U
O P
T
IO
N
U
O P
T
IO
N
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
SITE PLAN - OTW
1"=20'SCALE:
NORTH
PLAN
20' 40'0
MATCH LINE SEE SHEET CS120
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
R E
V
IS
IO
N
S F
O R
A M
D T
A1
W
2Q R
R
_C
ER
T_ Fi na l_
Pl an s-
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)
LOCATION
SPRING
POSSIBLE
LOCATION
SPRING
POSSIBLE
AREA
SEEPAGE
AREA
SEEPAGE
B E
N C
H
N 2 110 163.05
E 1 422 252.81
CONCRETE
A
PRON
BENCH
AT
T
OP
OF
ROCK
DISTURB LIMITS
CL INTERCEPTOR DITCH
CL SIDEWALK
DISTURB LIMIT
B E
N C
H
B E
N C
H
5r
5r
E = 1.67'
T = 9.28'
L = 17.78'
R = 25.00'
E = 1422373.72
N = 2110000.08
PI = 0+36.46
CURVE NO.1
SIDEWALK
E = 3.42'
T = 37.14'
L =73.45'
R = 200.00'
E = 1422251.44
N = 2109866.16
PI = 3+88.51
CURVE NO.3
INTERCEPT DITCH
E = 1.33'
T = 14.17'
L = 28.00'
R = 75.00'
E = 1422214.12
N = 2110041.44
PI = 5+66.88
CURVE NO.4
INTERCEPT DITCH
E = 0.27'
T = 7.40'
L =14.78'
R = 100.00'
E = 1422135.42
N = 2110160.76
PI = 7+09.49
CURVE NO.5
INTERCEPT DITCH
N 2 109 992.22
E 1 422 366.51
POESta. 23+59.74
N 2 110 079.33
E 1 422 318.21
P O
B
S ta . 0
.0
PT
Sta. 0+44.95
P
CS
ta . 0
.1
2+00
PC
STA
. 2
3+ .7
5+00
6+00
7+00
P
CS
ta . 3
.3
P T
S
ta. 4+24.81
P C
S
ta. 5+52.71
PT
Sta. 5+80.71
PC
Sta. 7+02.08
PT
Sta. 7+16.86
1+00
CL INTERCEPTOR DITCH
S T A . 2
E N
D
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
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.
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
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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
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D A
T E
S I Z
E
M A
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D E
S C
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IO
N D
A T
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SHEET ID
®of Engineers
US Army Corps
U .S
A
R M
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O R
P S
O F
E N
G
IN
E E
R S
S S
H
IF
F L
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T
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M B
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L A
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IF
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OTW
CS120
F A
L L
S O
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L A
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L O
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IS
V
IL
L E
K
E N
T U
C K
Y
U T
L E
T W
O R
K S
SITE PLAN - OTW
1"=20'SCALE:
NORTH
PLAN
20' 40'0
MATCH LINE SEE SHEET CS117
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
R E
V
IS
IO
N
S F
O R
A M
D T
A1
W
2Q R
R
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ER
T_ Fi na l_
Pl an s-
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
P O
B
S ta . 0
+0 0.
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
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
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.
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
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C O
N T
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N O
S O
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A
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D A
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S I Z
E
M A
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D E
S C
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IP
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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
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M B
E R
E P
L A
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OTW
CS121
F A
L L
S O
F R
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G H
K
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T U
C K
Y
R O
U G
H R
IV
E
R D
A M
D A
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IF
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L A
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L O
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L E
K
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T U
C K
Y
SITE PLAN - OTW
1"=20'SCALE:
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
IE
D F
IN
A
L
R E
V
IS
IO
N
S F
O R
A M
D T
A1
W
2Q R
R
_C
ER
T_ Fi na l_
Pl an s-
8"
A1
CONCRETE MECHANICAL PAD
NTS
7"
1 1
3 12" COMPACTED SUBGRADE
1 1
8" REINFORCED CONCRETE
EX. ROCK
F5
STILLING BASIN AREA CONCRETE PAVEMENT
NTS
6" MIN. AGGREGATE DRAINAGE LAYER
KY #57 STONE
(SEE SPEC. SECTION 32 11 10)
6" KY CRUSHED STONE BASE
(SEE SPEC SECTION 32 11 16.16)
NOTES:
1. DETAIL IS FOR TRANSFORMER PADS, FUEL TANK PAD, GENERATOR PAD.
2. REINFORCED CONCRETE SLABS SHALL CONSIST OF #5 DEFORMED BARS
AT 12 INCHES ON CENTER EACH WAY.
3. REINFORCEMENT SHALL BE PLACED AT MIDPOINT OF THE SLAB.
4. SEPARATE SLABS SHALL BE CONSTRUCTED FOR EACH PIECE OF EQUIPMENT.
2.0%
2.0%
C1
CONCRETE PAVEMENT AT STILLING BASIN
NTS C6
CONCRETE PAVEMENT ABOVE CONCRETE APRON
NTS
NOTES:
1. REINFORCED CONCRETE SLABS SHALL CONSIST OF #5 DEFORMED BARS
AT 12 INCHES ON CENTER EACH WAY.
2. REINFORCEMENT SHALL BE PLACED 3 INCHES CLEAR OF THE TOP OF THE SLAB.
3. FOR JOINT LAYOUT SEE SHEETS OTW CP401-CP403.
4. FOR JOINT SEALANT DETAIS SEE SHEET OTW CP501.
FROM NEAT EXCAVATION LINE
CONCRETE FORMED AT 1 FT OFFSET
.5
F T
1'-8"1'-8"
8 INCH REINFORCED CONCRETE,
(SEE DETAIL F5)
TRENCH DRAIN
6 INCH MINIMUM DRAINAGE LAYER
STILLING BASIN STRUCTURE (SEE
VOLUME 2 PLANS)
CONCRETE APRON STRUCTURE
(SEE VOLUME 2 PLANS)
EXPOSED ROCK EXCAVATION 10V:1H
(NEAT LINE SHOWN)
EXPOSED ROCK EXCAVATION 4V:1H
(NEAT LINE SHOWN)
6 INCH SUBDRAIN
THICKENED EDGE EXPANSION JOINT,
SEE DETAILS ON SHEET OTW CP501
DRAINAGE STONE BACKFILL (KY #57 STONE)
STEEL HANDRAIL. SEE SPEC 05 52 00
AND OTW_SB S-202 FOR DETAILS.
A5 CONCRETE USGS GAGE STATION PAD w/ PERIMETER TURNDOWN
NTS
12" MIN. COMPACTED SUBGRADE
T Y
P
NOTES:
1. USGS GAGE STATION PAD IS TO BE 6 FEET BY 6 FEET IN SIZE.
2. REINFORCED CONCRETE SLAB SHALL CONSIST OF #5 DEFORMED BARS
AT 12 INCHES ON CENTER EACH WAY.
3. REINFORCEMENT SHALL BE PLACED AT MIDPOINT OF THE SLAB AND AT
MIDPOINT OF PERIMETER TURNDOWN END ANCHOR. 3 INCH MINIMUM
CLEARANCE TO SOIL IS REQUIRED.
6" 5000 PSI GENERAL STRUCTURAL CONCRETE
6" 5000 PSI GENERAL
STRUCTURAL CONCRETE
STILLING BASIN FLOOR
TOP OF ROCK
TOP OF ROCK
APRON FLOOR
8" KY CRUSHED STONE BASE
(SEE SPEC SECTION 32 11 16.16)
2 -2" GALVANIZED STEEL CONDUITS (SCHEDULE 80).
A. COORDINATE WITH USGS FOR PIPE END TREATMENTS
PRIOR TO INSTALLATION IN SOIL AND THRU CONCRTE PAD.
COORDINATE LOCATION OF CONDUIT PIPE THRU PAD WITH USGS.
B. BURY CONDUITS 24 INCH MINIMUM BELOW GRADE.
C. SEE CROSS SECTION SHEET OTW CG698 FOR
STEEL CONDUIT EXTENSION INTO THE RETREAT CHANNEL.
PROVIDE LONG SWEEP 90 DEGREE FITTING.
D. USGS WILL PROVIDE AND INSTALL EQUIPMENT
INCLUDING THE BUBBLER LINE THAT GOES IN
THE GALVANIZED STEEL CONDUITS.
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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429.30
TUNNEL INVERT
437.18
T/ BASIN WALLS
456.00
BASIN WALL
OUTLET HEADWALL
S-201
S-301
CONDUIT PORTAL
MONOLITH
APRON
21' - 4" 21' - 2" 27' - 0" 24' - 0"
8'
6"
19+97.25
S-302
1' - 6"
6" DRAIN PIPE
DISCHARGE EL. = 437.8
SEE SPEC 33.46.13 FOUNDATION
DRAINAGE SYSTEM.
EL. 441.11
EL. 440.09
EL. 444.18
EL. 436.80
MIN HEIGHT OF LOWER WALL
PLACED DIRECTLY AGAINST
ROCK
6" CLEANOUT IN
BENCH SLAB
8" SLAB, SEE CIVIL
21+11.75
4' - 6"4' - 6"
4' - 6" 4' - 6" 4' - 6"
4' - 6" 4' - 6" 4' - 6" 4' - 6"
4' - 6"
21' - 0"
445.97
START OF WALL TAPER
3.43°
GUARDRAIL
4' - 0"
2"
3'
6"
SUPPORT POSTS (TYP.)
TOP RAIL
INTERMEDIATE PICKETS /
BALUSTERS SPACED TO
REJECT 4" DIAMETER
SPHERE
BOTTOM RAIL
S-202
Sim
3'
1/
2"
1 1/2" ANOD. ALUMINUM PIPE
HORIZONTAL RAILS AND
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STANDARDS;
BASEPLATE BY RAIL
MANUFACTURER; REFER TO
SPECIFICATIONS 05 05 20
AND 05 52 00.
3'
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INTERMEDIATE PICKETS /
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REJECT 4" DIAMETER
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6"
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INTERMEDIATE PICKETS /
BALUSTERS SPACED TO
REJECT 4" DIAMETER
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2'
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3/27/2025 8:56:30 AM
C:\Temp\145870_2022_S_USC BASIN_h2eddssh.rvt
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1 1/2" = 1'-0"3 BASIN GUARDRAIL DETAIL @ CONC (TYP)
1 1/2" = 1'-0"4 GUARDRAIL DETAIL @ ROCK (TYP)
SEE VOLUME 1 OTW SHEETS FOR RAILING
LOCATIONS IN VICINITY OF RETREAT CHANNEL
W
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18+00
APPROXIMATE OVERBURDEN LIMIT
EMBANKMENT
24+00 25+00 26+0023+50 24+50 25+5024+00 25+00 26+0023+50 24+50 25+50
EMBANKMENT
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
HANEY LIMESTONE
BIG CLIFTY UPPER SHALE SEAM
BIG CLIFTY SANDSTONE
BIG CLIFTY SANDSTONE WITH INTERBEDDED SHALE
BIG CLIFTY LOWER SHALE SEAM
BEECH CREEK LIMESTONE
ELWREN SHALE
REELSVILLE LIMESTONE
SAMPLE SANDSTONE
BEAVER BEND LIMESTONE
AREA B3
CRITICAL
AREA A
CRITICAL
CRITICAL AREA B4
(SEE NOTE 15)
VERIFICATION BORINGS
(SEE NOTE 15)
VERIFICATION BORING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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300 300
GROUT HOLE LEGEND / KEY
TERTIARY GROUT HOLE
SECONDARY GROUT HOLE
PRIMARY GROUT HOLE
UXP2120
D = DOWNSTREAM GROUT LINE
U = UPSTREAM GROUT LINE
X = GROUT LINE
STATION
T = TERTIARY HOLE
S = SECONDARY HOLE
P = PRIMARY HOLE
GEOLOCIC CONDITIONS MAY NOT BE REFLECTED IN THIS DRAWING. GEOLOGIC CONDITIONS WILL VARY IN THREE DIMENSIONS.
PROFILE SHOWN IS BASED ON THE PHASE 1B UPSTREAM GROUT LINE AND IS NOT SPECIFIC TO THE LOCATION SHOWN. ACTUAL
25+60 BETWEEN THE TWO GROUT LINES AND EXTENDING 2 FEET INTO THE UPPER BIG CLIFTY SHALE (ELEV. 485).
iii. END OF CUTOFF WALL VERIFICATION: COMPLETE 1 VERTICAL VERIFICATION BORING LOCATED AT STATION
EXACT LOCATIONS WILL BE FIELD LOCATED.
CONDUIT THEN EXTENDING 5 FEET INTO THE SAMPLE SANDSTONE (ELEV. 360).
LOCATED TO THE LEFT OF THE CONDUIT, THROUGH THE CONDUIT, AND TO THE RIGHT OF THE
ii. CRITICAL AREA A: COMPLETE 3 VERTICAL VERIFICATION BORINGS BETWEEN THE TWO GROUT LINES LINES LOCATED NEAR STA 22+10 EXTENDING 5 FEET INTO THE SAMPLE SANDSTONE (ELEV. 360).
i. CRITICAL AREA B3: COMPLETE 1 VERTICAL VERIFICATION BORING BETWEEN THE TWO GROUT
15. A TOTAL OF 5 VERTICAL VERIFICATION BORINGS WILL BE REQUIRED:
ALL HOLES BETWEEN STATION 21+80 AND 22+20 ARE REQUIRED TO BE CORED HOLES.
14. CONCRETE AND ROCK CORING IS REQUIRED AT AND NEAR THE CONDUIT IN CRITICAL AREA "A".
ALL PRIMARY HOLES AND VERIFICATION HOLES ARE TO BE CORED.13.
PROGRESSES, BUT WILL BE ONE OF THE LENGTHS NOTED ABOVE.
ACTUAL STAGE LENGTHS MAY BE ADJUSTED BY THE CONTRACTING OFFICER AS THE WORK
BEECH CREEK LIMESTONE - ISOLATED IN ONE, APPROXIMATELY 10-15 FEET.
TARGET IS TO ISOLATE FORMATIONS TO BEST EXTENT POSSIBLE WITH STAGE LENGTHS PROVIDED
12. STAGE LENGTHS OF 10, 15, 20 AND 25 WILL BE USED AND WILL VARY PER ROCK FORMATION:
TO COMPLETE DRILLING AND GROUTING WORK.
PRIOR TO DRILLING AND GROUTING AND DO NOT RESULT IN EXCEEDING OVERALL QUANTITIES
CONDITIONS. SUCH RELOCATIONS DO NOT CONSTITUTE A MODIFICATION IF THEY OCCUR
11. GROUT HOLES MAY BE RELOCATED BY THE GOVERNMENT BASED ON ENCOUNTERED FIELD
SHALE FROM STATION 21+20 TO 22+70.
10. TERTIARY GROUT HOLES ARE 5' ON CENTER WITH MINIMUM DEPTH OF 5 FEET INTO ELWREN
SANDSTONE FROM STATION 25+10 TO 25+90.
SANDSTONE FROM STATION 21+20 TO 22+70 AND MINIMUM DEPTH OF 2 FEET INTO BIG CLIFTY
9. SECONDARY GROUT HOLES ARE 10' ON CENTERS WITH MINIMUM DEPTH OF 2 FEET INTO SAMPLE
AND ACOUSTIC TELEVIEWERS FOR ROCK PORTION OF HOLE.
INTO BIG CLIFTY SANDSTONE FROM STATION 25+10 TO 25+90. ALL GROUT HOLES MUST USE OPTICAL
INTO SAMPLE SANDSTONE FROM STATION 21+20 TO 22+70, AND MINIMUM DEPTH OF 2 FEET
8. PRIMARY GROUT HOLES AT 20 FEET CENTERS WITH MINIMUM DEPTH OF 2 FEET
FROM THE PROPOSED CUTOFF WALL LIMITS.
7. DOWNSTREAM RIGHT ABUTMENT GROUT LINE (STATION 25+10 TO 25+90) IS 5.0 FEET OFFSET
FROM THE PROPOSED CUTOFF WALL LIMITS.
6. UPSTREAM RIGHT ABUTMENT GROUT LINE (STATION 25+10 TO 25+90) IS 5.0 FEET OFFSET
5. DOWNSTREAM GROUT LINE (STATION 25+10 TO 25+90) IS 8.0 FEET OFFSET FROM CENTERLINE.
4. UPSTREAM GROUT LINE (STATION 21+20 TO 22+70) IS 10 FEET OFFSET FROM CENTERLINE.
3. ALL GROUT HOLES 20 DEGREES FROM VERTICAL, EXCEPT AS NOTED OTHERWISE.
BASED ON PHASE 1B DRILLING RESULTS.
2. ROCK/SOIL LAYER DEPTHS AND THICKNESSES AS SHOWN ARE A GENERALIZED CONCEPT
REQUIREMENTS.
1. REFERENCE SPECIFICATION SECTION 31 32 23 FOR FOUNDATION DRILLING AND GROUTING
NOTES:
A1
SCALE: 1"=30'
UPSTREAM PROFILE - GROUT LINE
30' 60'0
R E
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DS LINE HOLES ADDED 10' OFF BASELINE
HANEY LIMESTONE
BIG CLIFTY UPPER SHALE SEAM
BIG CLIFTY SANDSTONE
BIG CLIFTY LOWER SHALE SEAM
BEECH CREEK LIMESTONE
ELWREN SHALE
REELSVILLE LIMESTONE
BIG CLIFTY SANDSTONE WITH INTERBEDDED SHALE
SAMPLE SANDSTONE
BEAVER BEND LIMESTONE
APPROXIMATE OVERBURDEN LIMIT
EMBANKMENT
24+00 25+00 26+0023+50 24+50 25+5024+00 25+00 26+0023+50 24+50 25+5018+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
OFFICIAL DOWNSTREAM PROFILE APPROVED
CRITICAL
AREA B3
CRITICAL
AREA A2
CRITICAL AREA B4
(SEE NOTE 15)
VERIFICATION BORINGS
(SEE NOTE 15)
VERIFICATION BORING
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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D X T
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TERTIARY GROUT HOLE
SECONDARY GROUT HOLE
PRIMARY GROUT HOLE
DXP2120
D = DOWNSTREAM GROUT LINE
U = UPSTREAM GROUT LINE
X = GROUT LINE
STATION
T = TERTIARY HOLE
S = SECONDARY HOLE
P = PRIMARY HOLE
25+60 BETWEEN THE TWO GROUT LINES AND EXTENDING 2 FEET INTO THE UPPER BIG CLIFTY SHALE (ELEV. 485).
iii. END OF CUTOFF WALL VERIFICATION: COMPLETE 1 VERTICAL VERIFICATION BORING LOCATED AT STATION
EXACT LOCATIONS WILL BE FIELD LOCATED.
CONDUIT THEN EXTENDING 5 FEET INTO THE SAMPLE SANDSTONE (ELEV. 360).
LOCATED TO THE LEFT OF THE CONDUIT, THROUGH THE CONDUIT, AND TO THE RIGHT OF THE
ii. CRITICAL AREA A: COMPLETE 3 VERTICAL VERIFICATION BORINGS BETWEEN THE TWO GROUT LINES LINES LOCATED NEAR STA 22+10 EXTENDING 5 FEET INTO THE SAMPLE SANDSTONE (ELEV. 360).
i. CRITICAL AREA B3: COMPLETE 1 VERTICAL VERIFICATION BORING BETWEEN THE TWO GROUT
15. A TOTAL OF 5 VERTICAL VERIFICATION BORINGS WILL BE REQUIRED:
ALL HOLES BETWEEN STATION 21+80 AND 22+20 ARE REQUIRED TO BE CORED HOLES.
14. CONCRETE AND ROCK CORING IS REQUIRED AT AND NEAR THE CONDUIT IN CRITICAL AREA "A".
ALL PRIMARY HOLES AND VERIFICATION HOLES ARE TO BE CORED.13.
PROGRESSES, BUT WILL BE ONE OF THE LENGTHS NOTED ABOVE.
ACTUAL STAGE LENGTHS MAY BE ADJUSTED BY THE CONTRACTING OFFICER AS THE WORK
BEECH CREEK LIMESTONE - ISOLATED IN ONE, APPROXIMATELY 10-15 FEET.
TARGET IS TO ISOLATE FORMATIONS TO BEST EXTENT POSSIBLE WITH STAGE LENGTHS PROVIDED
12. STAGE LENGTHS OF 10, 15, 20 AND 25 WILL BE USED AND WILL VARY PER ROCK FORMATION:
GEOLOCIC CONDITIONS MAY NOT BE REFLECTED IN THIS DRAWING. GEOLOGIC CONDITIONS WILL VARY IN THREE DIMENSIONS.
PROFILE SHOWN IS BASED ON THE PHASE 1B DOWNSTREAM GROUT LINE AND IS NOT SPECIFIC TO THE LOCATION SHOWN. ACTUAL
TO COMPLETE DRILLING AND GROUTING WORK.
PRIOR TO DRILLING AND GROUTING AND DO NOT RESULT IN EXCEEDING OVERALL QUANTITIES
CONDITIONS. SUCH RELOCATIONS DO NOT CONSTITUTE A MODIFICATION IF THEY OCCUR
11. GROUT HOLES MAY BE RELOCATED BY THE GOVERNMENT BASED ON ENCOUNTERED FIELD
SHALE FROM STATION 21+20 TO 22+70.
10. TERTIARY GROUT HOLES ARE 5' ON CENTER WITH MINIMUM DEPTH OF 5 FEET INTO ELWREN
SANDSTONE FROM STATION 25+10 TO 25+90.
SANDSTONE FROM STATION 21+20 TO 22+70, AND MINIMUM DEPTH OF 2 FEET INTO BIG CLIFTY
9. SECONDARY GROUT HOLES ARE 10' ON CENTERS WITH MINIMUM DEPTH OF 2 FEET INTO SAMPLE
AND ACOUSTIC TELEVIEWERS FOR ROCK PORTION OF HOLE.
INTO BIG CLIFTY SANDSTONE FROM STATION 25+10 TO 25+90. ALL GROUT HOLES MUST USE OPTICAL
INTO SAMPLE SANDSTONE FROM STATION 21+20 TO 22+70, AND MINIMUM DEPTH OF 2 FEET
8. PRIMARY GROUT HOLES AT 20 FEET CENTERS WITH MINIMUM DEPTH OF 2 FEET
FROM THE PROPOSED CUTOFF WALL LIMITS.
7. DOWNSTREAM RIGHT ABUTMENT GROUT LINE (STATION 25+10 TO 25+90) IS 5.0 FEET OFFSET
FROM THE PROPOSED CUTOFF WALL LIMITS.
6. UPSTREAM RIGHT ABUTMENT GROUT LINE (STATION 25+10 TO 25+90) IS 5.0 FEET OFFSET
5. DOWNSTREAM GROUT LINE (STATION 21+20 TO 22+70) IS 8.0 FEET OFFSET FROM CENTERLINE.
4. UPSTREAM GROUT LINE (STATION 21+20 TO 22+70) IS 10 FEET OFFSET FROM CENTERLINE.
3. ALL GROUT HOLES 20 DEGREES FROM VERTICAL, EXCEPT AS NOTED OTHERWISE.
BASED ON PHASE 1B DRILLING RESULTS.
2. ROCK/SOIL LAYER DEPTHS AND THICKNESSES AS SHOWN ARE A GENERALIZED CONCEPT
REQUIREMENTS.
1. REFERENCE SPECIFICATION SECTION 31 32 23 FOR FOUNDATION DRILLING AND GROUTING
NOTES:
A1
SCALE: 1"=30'
DOWNSTREAM PROFILE - GROUT LINE
30' 60'0
R E
V
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HWY 79 HWY 79
PROJECT OFFICE
ASPHALT PARKING LOT
PARKING LOT
BRICK PAVER
(BRIDGE DECK)
HWY 79
(ASPHALT)
HWY 79
L P
L P
ABANDONED
ABANDONED
ABANDONED
P B
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EXISTING PARKING LOT
(PERMEABLE PAVERS)
OFFICE
EXISTING PROJECT
X 6
0HWY 79 CL
XX X
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
H
J
K
L
M
N
P
S U
B M
IT
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E D
B Y
C H
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K E
D B
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D R
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D E
S
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N E
D B
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M A
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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
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
CONTRACTOR WORK LIMITS
FULL DEPTH PAVEMENT REMOVAL.
LINEAR ITEM REMOVAL
INDIVIDUAL ITEM REMOVAL
SEE GRADING PLAN FOR FINISHED GRADING.
REMOVE WORK PLATFORM. SEE NOTE 2.
X
REMOVED RIPRAP FOR NEW DITCHES.
REMOVE EXISITNG RIPRAP. USE
BASE TO REMAIN.
REMOVE ASPHALT PAVEMENT. AGGREGATE
MILL 1.5" OF ASPHALT.
(SEE SHEET V-003)
RESTRICTED WORK LIMITS
CONSTRUCTION.
REPAIRED BY THE CONTRACTOR PRIOR TO THE END OF
CONTRACTOR DURING CONSTRUCTION SHALL BE
PAVEMENT, NEW OR EXISTING, BY THE
3. ANY DAMAGE DONE TO THE PAVEMENT OR BASE OF ANY
CHANNEL. SEE PLAN SHEET OTW GI009.
MAY BE USED TO FILL IN THE EXISTING RETREAT
PILE, AND INSTRUMENTATION RISERS. FILL MATERIAL
CONCRETE WORK SURFACE, FILL MATERIAL, SHEET
2. WORK PLATFORM REMOVAL INCLUDES REMOVAL OF
1. SEE STR CD101 FOR DEMOLITION GENERAL SHEET NOTES.
WORK PLATFORM LIMIT
PLAN SHEET STR CP103 AND DETAIL E1, SHEET STR CP501.
ASPHALT REPLACEMENT WITH STATE ROAD RELOCATION, SEE
14. PAVEMENT MAINTENANCE DURING CONSTRUCTION AND
NEW CONDITION
13. RELOCATE CRASH CUSHION SEE STR SITE PLANS FOR
NEW LOCATIONS.
AND COMMUNICATION WIRES. SEE UTILITY PLANS FOR
12. RELOCATE INSTRUMENTATION FIBER OPTICS, ELECTRIC,
PLATFORM. SEE SITE PLANS FOR NEW LOCATION.
11. RELOCATE MASTER STATION DATA COLLECTION
10. REMOVE EXISITNG POWER POLE AND GUYS.
9. REMOVE ELECTRIC LINE.
STR CG503.
AND NEW PARAPET WALL DETAIL SEE DETAILS ON SHEET
NEW PARAPET WALL CONSTRUCTION. FOR EXISTING
FOUNDATION (STA. 23+40 TO STA 25+25) TO ACCOMMODATE
FOUNDATION AND EXISTING PARAPET WALL CONCRETE
8. REMOVE EXISTING CRASH CUSHION BARRIER CONCRETE
7. REMOVE AND STORE RV PARKING ONLY SIGNS.
6. RELOCATE EXISTING STOP SIGN.
REUSE.
5. REMOVE EXISITNG GUARDRAIL. STORE GUARDRAIL FOR
4. REMOVE EXISTING STORM PIPE.
FOR RELOCATION. SEE STR SITE PLANS FOR NEW LOCATION.
3. REMOVE AND STORE EXISTING CONCRETE BARRIER WALL
2. PROTECT WATER LINE.
SEE SITE PLANS FOR NEW LOCATION
1. RELOCATE EXISTING PROJECT OFFICE SIGN AND LIGHTING.
M O
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CD103
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SCALE: 1"=20'
DEMOLITION PLAN - STR
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1+00
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Sta. 0+00.00
EXISTING PARKING LOT
(PERMEABLE PAVERS)
EXISTING PARKING LOT
(PERMEABLE PAVERS)
EXISTING HWY 79
BRIDGE DECK
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(TO REMAIN)
EX. FENCE
HWY 79 HWY 79
PROJECT OFFICE
ASPHALT PARKING LOT
BRICK PAVER
PARKING LOT
HWY 79
(BRIDGE DECK)
HWY 79
(ASPHALT)
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
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M A
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D E
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T
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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
GENERAL SHEET NOTES
SHEET KEYNOTES
LEGEND
DAM.
BE CONDUCTED SO AS TO NOT DISTURB INSTRUMENTS ON
3. PAVING AND GUARDRAIL INSTALLATION ACTIVITIES SHALL
BETWEEN PAVEMENT SECTIONS.
GRADUAL. DIPS OR DROP-OFFS SHALL NOT BE PERMITTED
2. ALL PAVEMENT TRANSITIONS SHALL BE SMOOTH AND
1. SEE DETAIL STR CP501 FOR PAVING DETAILS.
ASSOCIATED DETAILS.
STR CI100 THRU STR CI107 FOR LOCATION AND
4. IN-PAVEMENT INSTRUMENTATION MANHOLES. SEE
SEE DETAIL D6/STR CP501
3. EDGE KEY FOR BRIDGE DECK TO NEW PAVEMENT.
B6/STR CP501.
2. EDGE KEY FOR NEW PAVEMENT. SEE DETAIL
1. MATCH EXISTING PAVEMENT EDGE
SEE DETAIL D1/STR CP501.
HIGHWAY FULL ASPHALT REPLACEMENT.
SEE DETAIL F1/STR CP501.
ASPHALT PAVEMENT OVERLAY.
F6/STR CP501.
NEW ASPHALT PAVEMENT. SEE DETAIL
SAWCUT
CONTRACTOR WORK LIMITS
RESTRICTED LIMITS
SEE DETAIL E1/STR CP501.
FULL ASPHALT OVERLAY
V E
M E
N T
P L
R T
IF
IE
D F
IN
A
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STR
CP103
F A
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S O
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SCALE: 1"=20'
PAVEMENT PLAN - STR
NORTH
PLAN
20' 40'0
R E
V
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N
S F
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W
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F1 NTS
TACK COAT
4 EXISTING BASE COURSE (TO
REMAIN)
EXISTING ASPHALT (TO REMAIN)
B6 NTS
EXISTING PAVMENT
ASPHALT SURFACE
= 120 X A (IN.)
TAPER LENGTH IN INCHES
A = SURFACE THICKNESS IN INCHES
NOTE: WORK SHALL INLCUDE CUTTING OUT THE EXISTING ASPHALT SURFACE
TO A MINIMUM DEPTH AND WIDTH AS SHOWN, SO THE NEW SURFACE MAY HEEL
INTO THE EXISTING SURFACE
NEW PAVEMENT
EDGE KEY DETAIL FOR NEW PAVEMENT
D1 NTS
TACK COAT
1.25" CL2 ASPH SURF 0.38D PG64-22
2 LAYERS 2.5" CL2 ASPH BASE 0.75D PG 64-22
F6 NTS
TACK COAT
2" CL2 ASPH SURF 0.5D PG64-22 1.5" CL2 ASPH SURF 0.38D PG64-22
3" CL2 ASPH BASE 0.75D PG 64-22
5 6" CRUSHED STONE BASE
HIGHWAY FULL ASPHALT REPLACEMENT SECTION
4" CRUSHED STONE BASE (MATERIAL
FROM WORK PLATFORM MAY BE
USED)
ASPHALT PAVEMENT OVERLAY SECTION
(PROJECT OFFICE PARKING LOT)
2 LAYERS 6" AGGREGATE BASE (NO. 2) WITH
FILTER FABRIC WRAPPED ABOVE AND BELOW
(MATERIAL FROM WORK PLATFORM OR
PREVIOUS PAVEMENT MAY BE USED).
TACK COAT
TACK COAT
D6 NTS
ASPHALT SURFACE
= 120 X A (IN.)
TAPER LENGTH IN INCHES
A = SURFACE THICKNESS IN INCHES
NEW PAVEMENT
TACK COAT
TACK COAT
BRIDGE DECK
NOTE: NO DAMAGE SHALL BE DONE TO THE BRIDGE DECK. ANY DAMAGE TO THE BRIDGE
DECK SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE GOVERNMENT.
MEDIUM DUTY ASPHALT PAVEMENT SECTION
4" AGGREGATE DRAINAGE LAYER
(NO. 57)
EDGE KEY DETAIL FOR BRIDGE
DECK TO NEW PAVEMENT
E1 NTS
TACK COAT
4 EXISTING BASE COURSE (TO
REMAIN)
2.5" CL2 ASPALT BASE 0.75D PG 64-22
2" CL2 ASPH SURF 0.5D PG64-22
FULL ASPHALT OVERLAY SECTION
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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K E
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D R
A W
N B
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D E
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IG
N E
D B
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C O
N T
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N O
S O
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IT
A
T
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N N
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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
V E
M E
N T
D E
T A
IL
R T
IF
IE
D F
IN
A
L
STR
CP501
F A
L L
S O
F R
O U
G H
K
E N
T U
C K
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R O
U G
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IV
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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
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B S
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L O
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U
IS
V
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D
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A R
T
IN
L U
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K
IN
G J
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L A
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L O
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Y
A
T E
R O
A D
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L O
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V
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A M
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T_ Fi na l_
Pl an s-
| OTW_CT A-601 |
| OTW CD114 |
| OTW CS117 |
| OTW CS120 |
| OTW CS121 |
| OTW CS508 |
| OTW_SB S-202 |
| CTW CG204 |
| CTWC G205 |
| STR CD103 |
| STR CP103 |
| STR CP501 |
File details come from the government source that posted it. Updated .