Plans.pdf
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- Attached to
- Bluestone Dam Cofferdam Construction Federal contract opportunity
- Solicitation number
- W9123719B0003
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Plans/Drawings
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Abstract_of_Bids.pdf | ||
| W9123719B0003_0003.pdf | ||
| W9123719B0003_0002.pdf | ||
| Pre-Bid_Questions_and_Answers.pdf | ||
| Dewatering_Photos_-_October_2004.pdf | ||
| Pre-Bid_Sign_In_Sheet.pdf | ||
| W9123719B0003_0001.pdf | ||
| Directions_for_Pre-Bid_Site_Visit.pdf | ||
| W9123719B0003.pdf |
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Text version
US ARMY CORPS
OF ENGINEERS
HUNTINGTON DISTRICT
NOVEMBER 2018
SOLICITATION NO. W91237-19-B-0003
CERTIFIED FINAL DOCUMENTS - RTA
FISCAL YEAR 2019
9 NOVEMBER 2018
PHASE 5
BLUESTONE DAM DSA
BLUESTONE LAKE
HINTON, WV
NEW RIVER
COFFERDAM IFB
CONSTRUCTION PLANS
Chief, Engineering & Construction Division August W. Martin, P.E., PMP
OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE
SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS
OF THE U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR
THIS PROJECT WAS DESIGNED BY THE HUNTINGTON DISTRICT
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IDENTIFICATION
SHEET
IDENTIFICATION
SHEET
IDENTIFICATION
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
TITLE TITLE TITLE
GENERAL
CIVIL
STRUCTURAL
* HYDRAULIC INFORMATION
GEOTECHNICAL
* STRUCTURAL AND GEOTECHNICAL INFORMATION
25 53HH201
HH202
HH203
HH204
HH205
HH206
HH207
HH208
HH209
HH210
HH211
HH212
HH213
HH214
HH215
HH216
HH217
HH218
HH219
HH220
HH221
HH222
HH223
HH224
HH225
HH226
HH227
HH228
TAILWATER ELEVATIONS (1950-1959)
TAILWATER ELEVATIONS (1960-1969)
TAILWATER ELEVATIONS (1970-1979)
TAILWATER ELEVATIONS (1980-1989)
TAILWATER ELEVATIONS (1990-1999)
TAILWATER ELEVATIONS (2000-2009)
TAILWATER ELEVATIONS (2010-2018)
LAKE ELEVATIONS (1960-1969)
LAKE ELEVATIONS (1970-1979)
LAKE ELEVATIONS (1990-1999)
LAKE ELEVATIONS (2000-2009)
DISCHARGES (1950-1959)
DISCHARGES (1960-1969)
DISCHARGES (1970-1979)
DISCHARGES (1980-1989)
DISCHARGES (1990-1999)
DISCHARGES (2000-2009)
DISCHARGES (2010-2018)
STILLING BASIN ELEVATIONS (1950-1959)
STILLING BASIN ELEVATIONS (1960-1969)
STILLING BASIN ELEVATIONS (1980-1989)
STILLING BASIN ELEVATIONS (1990-1999)
STILLING BASIN ELEVATIONS (2000-2009)
STILLING BASIN ELEVATIONS (2010-2018)
R-01
R-02
R-03
R-04
R-05
R-06
R-07
R-08
R-09
R-10
R-11
R-12
R-13
R-14
R-15
R-16
R-17
EXISTING DAM GENERAL PLAN
EXISTING DAM ELEVATIONS AND SECTIONS
EXISTING DAM TOP OF DAM
EXISTING DAM GALLERIES AND ADITS
EXISTING DAM SPILLWAY TYPICAL SECTION
EXISTING DAM SPILLWAY APRON
EXISTING DAM PLAN OF STILLING WEIR
EXISTING DAM SECTION THRU STILLING WEIR
DRIFT AND DEBRIS TOWER GENERAL LAYOUT PLAN AND SECTIONS
DRIFT AND DEBRIS TOWER FOUNDATION PLANS AND SECTIONS
DRIFT AND DEBRIS TOWER WALL ELEVATIONS
DRIFT AND DEBRIS TOWER TOP SLAB SHEET 1
DRIFT AND DEBRIS TOWER TOP SLAB SHEET 2
DRIFT AND DEBRIS TOWER STRUCTURAL STEEL
DRIFT AND DEBRIS TOWER MISCELLANEOUS METAL
DRIFT AND DEBRIS TOWER TUNNEL LINER
DRIFT AND DEBRIS TOWER ACCESS LADDER MISCELLANEOUS DETAILS
* DRAWINGS ADDED FOR INFORMATION PURPOSES ONLY
STILLING BASIN ELEVATIONS (1970-1979)
LAKE ELEVATIONS (1950-1959)
LAKE ELEVATIONS (1980-1989)
LAKE ELEVATIONS (2010-2018)
COVER SHEET1
GI0012
CS401
3 GI002
INSTRUMENTATION
GI004 ENVIRONMENTAL PROTECTION 5
GI003 GENERAL LEGEND SHEET
DISTRICT, VICINITY AND LOCATION MAP
INDEX OF DRAWINGS
GI000
GI0056
9 S-001
S-002
S-003
S-004
S-501
DOWNSTREAM TRANSITION PLAN AND ELEVATION
UPSTREAM TRANSITION PLAN AND ELEVATION
S-502
S-503
18 BI101
19 BI401
20 BI402
21 BI501
CS402 WORK LIMITS (SHEET 2 OF 2), LOCATION GEOMETRY, AND SURVEY CONTROL
B-40223
B-401
24 B-403
CONTRACTOR STILLING BASIN WORK INSTRUCTIONS, EQUIPMENT AND SAFETY
WORK LIMITS (SHEET 1 OF 2) AND POINT TABLES
S-504
S-505
S-005
NOT USED
EXPLORATORY BORING LOCATION PLAN
STRUCTURAL GENERAL NOTES
PLAN AND ELEVATION
TRANSITION SECTION, DETAIL SHEET 1 OF 5
CUSTOM SHEET PILE & FRAME CONNECTIONS, DETAIL SHEET 2 OF 5
HANDRAIL, LADDER AND JIB CRANE, DETAIL SHEET 3 OF 5
STRAND ANCHOR, DETAIL SHEET 4 OF 5
HATCH DOOR DETAIL, DETAIL SHEET 5 OF 5
OVERALL PLAN INSTRUMENTATION LOCATION
INSTRUMENTATION PLAN AND SECTIONS, SHEET 1 OF 2
INSTRUMENTATION PLAN AND SECTIONS, SHEET 2 OF 2
INSTRUMENTATION DETAILS
SPILLWAY APRON FOUNDATION DRAINAGE SYSTEM GROUT DETAILS
COFFERDAM CURTAIN GROUTING DETAILS, PLAN AND ELEVATION
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LOCATION
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BLUESTONE DAM
PROJECT LOCATION MAP
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N
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WV
KY
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(APPROXIMATE)
SCALE: 1"=100 MILES
VICINITY MAP
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SECTION IS SHOWN
SHEET ON WHICH
SECTION IS CUT
SHEET ON WHICH
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CATCH BASIN OR DROP INLET
DIRECTION OF FLOW
PIPE TO BE REMOVED
CURB
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RAILROAD
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CULVERT
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INTERSTATE HIGHWAY
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PHANTOM LINE
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TANKS
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FENCE
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UNIFORM SLOPE DESIGNATON
STONE SLOPE PROTECTION LIMITS (PLAN)
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CONTAMINATED SOIL
EXISTING GROUND
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VERTICAL POINT OF CURVATURE
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OC
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OPP
OZ
PC
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RADIUS
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WATER LINE - EXISTING
WATER LINE - PROPOSED
GAS LINE - EXISTING
GAS LINE - PROPOSED
ELECTRIC - EXISTING
TELEPHONE/COMMUNICATION - EXISTING
SANITARY SEWER - EXISTING
SANITARY SEWER - PROPOSED
SANITARY MANHOLE
STORM SEWER - EXISTING
STORM SEWER - PROPOSED
DITCH OR SWALE
STORM MANHOLE
CABLE TV - PROPOSED/RELOCATED/TO BE RAISED
CABLE TV - EXISTING
ELECTRIC - PROPOSED/RELOCATED/TO BE RAISED
TO BE RAISED
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POWER LINE TO BE ABANDONED
SR STATE ROUTE
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SAS SANITARY SEWER
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W/L WATER LINE
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TOP OF SLAB
TOC
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AMERICAN CONCRETE INSTITUTE
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AMERICAN WATER WORKS ASSOC.
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CONTINUOUS
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CONTRACTOR'S WORK LIMITS
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CONCRETE MONUMENT
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SPOT ELEVATION LOCATOR
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QUANTITY
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LOCATION - REMOTE MONITORED
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ENVIRONMENTAL PROTECTION MEASURES
BORROW AREAS SHALL NOT BE LOCATED IN OR ADJACENT TO LIVE STREAMS. EPM NO. 13 -
SLOPES OF THE BORROW SITE SHALL BE GRADED AND DRESSED TO BLEND WITH THE ADJACENT TERRAIN.EPM NO. 12 -
AREA RECLAMATION PLAN.
DEVELOPMENT AND RECLAMATION OF BORROW AREAS SHALL BE IN ACCORDANCE WITH THE APPROVED BORROW EPM NO. 11 -
AREA OR IN OTHER LOCATIONS UP THE SLOPE AS APPROVED BY THE CONTRACTING OFFICER.
FROM ESCAPING DOWN THE SLOPE. THE LOG BARRIERS SHALL BE PLACED AT THE EDGE OF THE CLEARED
THE CONTRACTOR SHALL ERECT LOG BARRIERS IN SPECIFIED LOCATIONS TO PREVENT EXCAVATED MATERIAL EPM NO. 10 -
NEAT AND PRESENTABLE CONDITION APPROPRIATE TO THE LANDSCAPE, UNLESS OTHERWISE SPECIFIED.
STORAGE AND OTHER CONTRACTOR'S BUILDINGS SHALL BE REMOVED, AND THE SITES WILL BE RESTORED TO A
WHEN WORK IS COMPLETED, WHETHER ON GOVERNMENT- OWNED LANDS OR ON PRIVATE LANDS, ALL CAMP, EPM NO. 9 -
BY DEBRIS AND SHALL BE MAINTAINED IN A SAFE AND PASSABLE CONDITION AT ALL TIMES.
WHERE GAME TRAILS OR HIKING TRAILS CROSS CONSTRUCTION AREAS, SUCH TRAILS SHALL NOT BE COVERED EPM NO. 8 -
COMPOUND OF A COLOR APPROXIMATELY MATCHING THE COLOR OF THE BARK.
ALL TREATED WOUNDS AND SPECIFIED PRUNING CUTS SHALL BE PAINTED WITH AN APPROVED TREE PRUNING EPM NO. 7 -
NOT BE PERMITTED.
ALL TRIMMING OR PRUNING SHALL BE DONE WITH SAWS OR PRUNING SHEARS. TREE TRIMMING WITH AXES WILL EPM NO. 6 -
TREES OR SHRUBS WHICH ARE TO REMAIN.
ROPES, GUYS OR OTHER MEANS SHALL BE USED WHERE NECESSARY TO RESTRAIN MATERIALS FROM DAMAGING EPM NO. 5 -
REMAIN.
OPERATIONS FOR REMOVAL OF FALLEN MATERIALS WILL DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO
LIMITS WHERE SUCH FALLS WOULD DAMAGE OR INJURE TREES AND SHRUBS WHICH ARE TO REMAIN AND WHERE
DURING CLEARING OPERATIONS, TREES AND DEBRIS SHALL NOT BE ALLOWED TO FALL OUTSIDE THE CLEARING EPM NO. 4 -
BEFORE ANY ROPE, CABLE OR WIRE IS PLACED.
LESS THAN 4 LAYERS OF BURLAP OR EQUIVALENT PADDING OVER WHICH SOFTWOOD CLEATS SHALL BE TIED
PERMITTED, IN ORDER TO PREVENT DAMAGE TO THE TREE. THE TRUNK SHALL FIRST BE WRAPPED WITH NOT
TREES. UNLESS SPECIFICALLY AUTHORIZED BY THE CONTRACTING OFFICER, WHERE SUCH ANCHORAGE IS
EXCEPT IN AREAS TO BE CLEARED, NO ROPES, CABLES OR GUYS SHALL BE FASTENED TO OR ATTACHED TO EPM NO. 3 -
MINIMUM PRACTICAL LIMITS.
ESTABLISHED CLEARING LIMITS. CLEARING OF BRUSH AND BRANCHES FOR SIGHT LINES SHALL BE HELD TO THE
SURVEY LINES SHALL BE LOCATED, WHILE AVOIDING CUTTING LARGE TREES, AND TO MINIMIZE CLEARING, BEYOND EPM NO. 2 -
RESTORATION SHOULD BE NECESSARY ONLY WHEN DAMAGE IS UNAVOIDABLE.
SHE SHALL EMPHASIZE THAT PREVENTION OF ENVIRONMENTAL DAMAGE IS THE PRIMARY GOAL AND THAT
THE PURPOSE OF EMPHASIZING THE ENVIRONMENTAL PROTECTION REQUIREMENTS OF THE CONTRACT. HE OR
THE CONTRACTOR SHALL CONDUCT FREQUENT ON THE JOB TRAINING COURSES, NOT LESS THAN MONTHLY, FOR EPM NO. 1 -
IN DIVISION 1 SECTION 01 57 20.00 10 OF THE SPECIFICATIONS.
REQUIREMENTS OF "ENVIRONMENTAL PROTECTION" ARE OUTLINED
ONES THAT DO ARE TO BE STRICTLY ADHERED TO. THE OVERALL
CONSTRUCTION EFFORTS ON THIS PARTICULAR PROJECT BUT THE
MEASURE (EPM) DESCRIBED ON THIS SHEET MAY NOT APPLY TO ANY
OF ENGINEERS (COE) PROJECTS. EVERY ENVIRONMENTAL PROTECTION
1.THIS SHEET IS INCLUDED IN ALL HUNTINGTON DISTRICT CORPS
NOTE
A MANNER AS TO NOT DEFACE THE LANDSCAPE.
LOOSE ROCKS, COBBLES AND BOULDERS FALLING OUTSIDE THE FINISHED SLOPES SHALL BE REMOVED IN SUCH EPM NO. 24 -
BE ROUNDED OFF AS SHOWN ON THE CONTRACT DRAWINGS.
OTHER THAN SOLID ROCK, THE TOPS OF EXCAVATED SLOPES SHALLEPM NO. 23 -
EXCAVATION EQUIPMENT DOES NOT CONTRIBUTE TO LOSS OF MATERIAL DOWN THE SLOPE.
EXCAVATION OF BLASTED MATERIAL SHALL BE CONDUCTED IN SUCH A MANNER THAT OPERATION OF EPM NO. 22 -
DURING BLASTING AND PREVENTS PARTICLE LOSS DURING LOADING AND HAULING.
AS A RESTRAINT AGAINST LOSS OF MATERIAL DOWN THE SLOPE. RETENTION RIDGES AIDS IN ROCK RETENTION
THE OUTER EDGE OF BENCHED CUTS SHALL BE SUCH AS TO PROVIDE RETENTION RIDGES OF ROCK TO ACT
USE OF RETENTION RIDGES: THE PATTERN OF DRILLING AND THE DEPTH, SIZE AND LOADING OF HOLES ALONG EPM NO. 21 -
WASTE MATERIALS SHALL NOT BE DUMPED ON SLOPES.EPM NO. 20 -
NO.17 AND EPM NO.22)
LIGHT BITUMINOUS TREATMENT OR EQUAL METHODS SHALL BE PROVIDED TO CONTROL DUST (NOTE: SEE EPM
USE APPROVED TEMPORARY METHODS OF STABILIZATION CONSISTING OF SPRINKLING, CHEMICAL TREATMENT, EPM NO. 19 -
WORK AREAS ARE TO BE KEPT FREE FROM DUST WHICH WOULD CAUSE A HAZARD OR NUISANCE TO OTHERS.
-AREAS, BORROW- AREAS, AND ALL OTHER WORK -AREAS WITHIN OR OUTSIDE THE PROJECT BOUNDARIES. ALL
THE CONTRACTOR SHALL MAINTAIN ALL EXCAVATIONS, EMBANKMENTS, STOCKPILES, ROADS, PLANT SITES, WASTE EPM NO. 18 -
20.
TO THE SAFE PASSAGE AND SPAWNING OF GAME FISH, INCLUDING BUT NOT LIMITED TO USING ITEM EPM NO.
EPM NO. 17 - THE CONTRACTOR SHALL PERFORM ALL WORK IN A MANNER TO PREVENT ANY INTERFERENCE OR DISTURBANCE
CULVERTS AND FOR CHANNEL DIVERSION ONLY.
THE USE OF EQUIPMENT WITHIN STREAMS SHALL BE HELD TO THAT NECESSARY FOR PREPARING A BASE FOR EPM NO. 16 -
INTO WATERWAYS.
WATERS USED TO WASH DOWN EQUIPMENT SHALL BE DISPOSED OF IN A MANNER TO PREVENT THEIR ENTRY EPM NO. 15 -
SILT OR ORGANIC OR OTHER ENVIRONMENTALLY DESTRUCTIVE MATERIAL FROM ENTERING THE WATERWAYS.
GREASES, BITUMINOUS MATERIALS, WASTE WASHINGS, HERBICIDES, INSECTICIDES, LIME, WET CONCRETE, CEMENT, AT ALL TIMES OF THE YEAR, SPECIAL MEASURES SHALL BE TAKEN TO PREVENT CHEMICALS, FUELS, OILS, EPM NO. 14 -
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
AXIS OF DAM
DRIFT AND DEBRIS TOWER
NUMBERS (TYP)
MONOLITH
SEE SHEET CS402
OF COFFERDAM-
CENTERLINE
NUMBERS, TYP
MONOLITH
TYP.
SLUICE NUMBER
LEFT TRAINING WALLRIGHT TRAINING WALL
WEIR
NOT TO SCALE
NOTES PLAN
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 462423
N
MOVEMENTS THAT WOULD THREATEN THE SAFETY OF PERSONNEL AND COULD DAMAGE EQUIPMENT.
MAINTAINED ON THE FLOATING PLANT TO PROVIDE STABILITY AND TO PREVENT UNCONTROLLED
SYSTEM FOR ALL FLOATING PLANT PLACED IN THE STILLING BASIN. TETHER LINES SHALL BE
STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF WEST VIRGINIA, FOR A MOORING
THE CONTRACTOR SHALL SUBMIT FOR APPROVAL BY THE CONTRACTING OFFICER A PLAN DESIGNED AND5.
STILLING BASIN DURING NON-WORK DAYS SUCH AS, BUT NOT LIMITED TO, WEEKENDS, HOLIDAYS, ETC.
THE FLOATING PLANT AND ALL OTHER EQUIPMENT SHALL BE MOORED AT THE WEST SIDE OF THE3.
COMPLETION OF THE COFFERDAM CONSTRUCTION.
WHEN THE FLOATING PLANT AND OTHER EQUIPMENT ARE IN THE STILLING BASIN AND UNTIL
THE SITE BY THE CONTRACTOR. THE LAND BASED CRANE SHALL BE LOCATED AT THE SITE, AT ALL TIMES, OTHER EQUIPMENT CAN BE REMOVED WITHIN 24 HOURS VIA A LAND BASED CRANE THAT IS LOCATED AT
ALLOWED FROM MAY 1 THRU NOV. 30 FOR WORK IN THE BASIN, PROVIDED THE FLOATING PLANT AND
WATER ACCESS FROM THE STILLING BASIN VIA A FLOATING PLANT AND OTHER EQUIPMENT SHALL BE2.
BASIN FROM DEC. 1 THRU APRIL 30.
THE CONTRACTOR SHALL NOT HAVE A FLOATING PLANT OR BE PERMITTED TO WORK IN THE STILLING1.
OF MONOLITHS 25 THROUGH 33.
SLUICE AREAS. FLOATING PLANT OR CREW BOAT OPERATIONS SHALL NOT BE ALLOWED DOWNSTREAM CREW BOAT OPERATION IN THE STILLING BASIN SHALL NOT BE ALLOWED TO CROSS ANY FLOWING ALL SLUICE GATES 6 THROUGH 16 ARE OPEN EXCEPT AS INDICATED IN NOTE 15. FLOATING PLANT OR PLAN REQUIRING ACCESS TO OR THROUGH THE STILLING BASIN SHALL BE SUSPENDED WHEN ANY OR OTHER REQUIREMENTS OF THE PLANS AND SPECIFICATIONS ARE MET. THE CONTRACTOR'S OPERATIONS EQUIPMENT SHALL BE ALLOWED WHEN ANY OR ALL SLUICE GATES 1 THROUGH 5 ARE OPEN AND ALL
4. THE CONTRACTOR'S OPERATIONS REQUIRING WATER ACCESS VIA FLOATING PLANT AND OTHER
OF EM 385-1-1, SAFETY AND HEALTH REQUIREMENTS MANUAL.
THE STATE OF WEST VIRGINIA AND SHALL MEET ALL APPLICABLE REQUIREMENTS
SHALL BE DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN
FROM THE WEST TRAINING WALL TO THE UPSTREAM TRANSITION. THE PLATFORM
FOR APPROVAL AND INSTALL A PEDESTRIAN ACCESS ACROSS THE SPILLWAY FACE
OPERATION. PRIOR TO GATE 16 BEING OPENED, THE CONTRACTOR SHALL DESIGN
GATE 16 WHILE PERFORMING WORK FROM THE FLOATING PLANT OR CREW BOAT
COFFERDAM DAM DURING CONSTRUCTION, THERE MAY BE A NEED TO OPEN SLUICE
15. IN ORDER TO MAINTAIN A BALANCED WATER ELEVATION ON EACH SIDE OF THE
SAFETY AND HEALTH REQUIREMENTS MANUAL.
14. THE FLOATING PLANT SHALL MEET ALL APPLICABLE REQUIREMENTS OF EM 385-1-1,
FOR DIVING SERVICES SEE SPECIFICATIONS.13.
FROM THE AREA IMMEDIATELY.
WILL NOTIFY THEM BY MARINE RADIO. THE WORK CREW AND THE BOAT WILL LEAVE
SHOULD OPERATIONS PERSONNEL REQUIRE THE WORK CREW TO LEAVE THE AREA THEY12.
APPROPRIATE ACTIONS, WITHIN HIS CAPABILITIES.
CONTRACTING OFFICER OF THE PROBLEM SO THE CONTRACTING OFFICER CAN TAKE
SHOULD ANY TROUBLE DEVELOP, THE VESSEL OPERATOR MUST IMMEDIATELY NOTIFY THE11.
ENTRANCE MUST BE APPROVED BY THE OPERATIONS PERSONNEL VIA MARINE RADIO.
WHERE MULTIPLE ENTRIES ARE MADE INTO THE RESTRICTED AREA ON A GIVEN DAY EACH10.
UNITED STATES COAST GUARD SHALL BE PROVIDED ON EACH BOAT.
ALL OTHER SAFETY EQUIPMENT FOR THE CLASS VESSEL AS REQUIRED BY THE9.
ON MARINE CHANNELS 13, 14, AND 16. THE RADIOS WILL BE FURNISHED BY THE CONTRACTOR.
SHALL BE EQUIPPED WITH AN OPERATING MARINE RADIO CAPABLE OF TRANSMITTING AND RECEIVING
EACH CRAFT, THE COE OPERATIONS RESOURCE MANAGER, AND THE CONTRACTING OFFICER8.
SHALL BE ATTACHED TO THE VESTS.
FASTENED AT ALL TIMES. DURING NIGHT OPERATIONS A USCG APPROVED VEST LIGHT
WHEN THEY ARE IN THE STILLING BASIN AREA. THE VESTS SHALL BE PROPERLY
SECTION 05.J AND APPROVED BY THE UNITED STATES COAST GUARD, AT ALL TIMES
ALL CREW MEMBERS SHALL WEAR LIFE VESTS IN ACCORDANCE WITH EM 385-1-1,7.
ON EMERGENCY ENGINE IS NOT AN ACCEPTABLE SECOND ENGINE.
BE CONSIDERED ADEQUATE AND ELIMINATE THE NEED FOR THE RESCUE BOAT. A HANG
THEY ARE DESIGNED FOR AND USED DURING NORMAL OPERATION OF THE CRAFT, WOULD
READY TO PERFORM A RESCUE. A BOAT WITH ADEQUATE SIZE TWIN ENGINES, PROVIDED
SIZE AND OF THE SIMILAR HULL DESIGN SHALL BE PROVIDED, MANNED AND ON STATION
WATER. IF A SINGLE ENGINED BOAT IS USED, A RESCUE BOAT OF AT LEAST THE SAME
MANEUVERABLE AND OF ADEQUATE ENGINE SIZE TO BE SEAWORTHY IN FAST, TURBULENT
THE MINIMUM SIZE WORK BOAT SHALL BE TWENTY-ONE (21) FEET. IT SHALL BE HIGHLY6.
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
GI005
6 69
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SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
PLAN
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POINT NORTHING EASTING
POINT NORTHING EASTING
43 233528.79 2032213.83
42 233549.73 2032222.22
41 233371.10 2032668.20
40 233335.33 2032653.88
39 233609.63 2031968.89
38 233682.34 2032001.27
37 233663.65 2032053.34
36 233601.96 2032031.21
POINT NORTHING EASTING
POINT NORTHING EASTING
ACCESS ROAD AND BASIN
CONTRACTORS WORK LIMITS (CWL)
AND STORAGE AREA NO. 2
ALONG ROUTE 20-STOCKPILE
CONTRACTORS WORK LIMITS (CWL)
200'0 100'
SCALE IN FEET
53 233312.96 2031905.58
52 233192.97 2031903.21
51 233133.28 2031877.20
50 233087.17 2031844.24
49 233087.41 2031832.26
48 233139.23 2031836.52
47 233206.16 2031839.09
46 233253.07 2031842.81
45 233295.69 2031849.67
44 233330.19 2031857.70
65 232841.40 2031745.50
64 232676.11 2031666.07
63 232526.43 2031585.23
62 232378.30 2031531.41
61 232255.44 2031462.74
60 232262.63 2031436.81
59 232323.98 2031453.83
58 232483.74 2031495.11
57 232551.16 2031521.36
56 232622.86 2031561.30
55 232678.51 2031600.10
54 232848.67 2031726.76
M A
T
E
CWL
M A
T
E E
T
M A
T
E E
T
N 1,0
N ,0
E2 ,03
0,5
N ,5
E2 ,03
0,5
POINT NORTHING EASTING
N
200'0 100'
SCALE IN FEET
PLAN
LAUNCH
LANDING BOAT
LEATHERWOOD
LWL2
LWL2
LWL2
LWL2
LWL2
HCNUAL TAOB OT DAOR SSECCA
AND STORAGE AREA NO. 1
(CWL) ALONG ROUTE 20-STOCKPILE
CONTRACTORS WORK LIMITS
LWL2
LWL2
LWL2
74 233539.79 2032143.29
73 232637.49 2031781.97
72 231411.41 2031141.80
71 231476.19 2031028.95
70 231210.58 2030875.56
69 229888.04 2030415.95
68 229310.75 2029992.95
67 228954.35 2030479.35
66 232407.40 2032282.29
40 233335.33 2032653.88
02 ETUOR
NOTES
SEE NOTE 3
LEATHERWOOD LANDING
AND DEBRIS TOWER FROM
MARINE ACCESS TO DRIFT
SEE NOTE 3
LEATHERWOOD LANDING
AND DEBRIS TOWER FROM
MARINE ACCESS TO DRIFT
B L U E S T O N E L A K E
L A K E
B L U E S T O N E
CS402.
4.FOR SURVEY CONTROL POINTS SEE SHEET
35 233560.98 2032289.83
34 233552.13 2032286.29
33 233255.46 2033026.80
32 233533.70 2033138.27
31 233675.58 2032784.15
30 233702.79 2032795.05
29 233738.42 2032706.14
28 233711.20 2032695.24
27 233830.43 2032397.68
26 233868.86 2032320.06
25 233899.66 2032314.34
24 233929.38 2032322.90
23 234145.49 2032421.30
22 234176.16 2032433.44
21 234221.95 2032446.80
20 234258.48 2032451.43
19 234324.71 2032451.75
18 234359.60 2032446.59
17 234468.51 2032422.28
16 234474.55 2032449.35
15 234498.15 2032443.21
14 234536.19 2032435.64
13 234639.05 2032423.68
12 234740.50 2032406.69
11 234833.50 2032398.05
10 234944.57 2032360.14
9 234884.41 2032355.90
8 234826.00 2032347.75
7 234826.00 2032361.36
6 234559.31 2032395.31
5 234449.23 2032385.19
4 234224.84 2032415.07
3 234159.19 2032389.08
2 233941.54 2032289.98
1 233599.59 2032191.51 (LWL1) TOP OF DAM
LIMITED WORK LIMITS NO. 1
A N
D P
O
IN
T T
A B
L E
S
C O
F F
E R
D A
M I F
B
(LWL2) UPSTREAM LAKE ACCESS
LIMITED WORK LIMITS NO. 2
CS402.
1.FOR WORK LIMITS ATOP DAM AND DOWNSTREAM SEE SHEET
2.FOR DETAILS OF COFFERDAM SEE STRUCTURAL SHEETS.
ANY REASON.
PERSONNEL IF THEY CHOOSE TO USE THIS AREA FOR
EFFORTS WITH OTHER CONTRACTORS AND COE OPERATIONS
CURRENTLY ON SITE. THE CONTRACTOR SHALL COORDINATE
PROVIDED TO THE PHASE 4 CONTRACTOR THAT IS
DURING HIGHER LAKE LEVELS. THIS AREA IS ALSO
MAY ALSO MOOR VESSELS ALONG THE SHORE, ESPECIALLY
AREA TO STORE EQUIPMENT, MACHINERY AND TOOLS AND
AROUND THE LANDING AREA AND ROADWAY TO THE LANDING
EFFORTS, COE OPERATIONS USE THE AREAS ALONG AND
DRIFT AND DEBRIS REMOVAL AND OTHER OPERATIONS
CONSTRUCTION OF THE COFFERDAM. ALSO, DURING
THE DEBRIS TUNNEL WILL BE CLOSED DURING THE
AND DEBRIS REMOVAL WILL BE THROUGH THE SLUICES AS
RANDOMLY,THROUGHOUT THE CONTRACT DURATION. DRIFT
DURING DEBRIS REMOVAL OPERATIONS, THAT MAY OCCUR
SHALL COORDINATE WITH COE OPERATIONS PERSONNEL,
AREA, DURING SLUICE GATE OPERATION. THE CONTRACTOR
BE REQUIRED TO BE MOVED OR REMOVED, FROM THIS
THE DAM, AND WHEN EQUIPMENT AND PERSONNEL WILL
WORKING IN THE EXISTING BUOYED AREA, UPSTREAM OF
COE OPERATIONS PERSONNEL, FOR RESTRICTIONS, WHEN
TOWER. THE CONTRACTOR SHALL COORDINATE WITH
UPSTREAM SIDE OF DAM AND TO THE DRIFT AND DEBRIS
AREA IS PROVIDED TO ALLOW MARINE ACCESS TO
LAKE FROM DAM TO LEATHERWOOD LANDING BOAT LAUNCH
3.LIMITED WORK AREA NO. 2 (LWL2)-AREA IN BLUESTONE
W O
R K L
IM
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S S
H E
E T O
F
W
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P
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.8
.6 15
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.3
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.6
.0
.9
.915
.3
1560 1570
159015 80 15
01620
167016
H e a v y
F o lia g e
16901690
17101710
AZIMUTH 21°50'02.41"
OF COFFERDAM
CENTERLINE
89°59'15.19"
SEE NOTE 5
AZIMUTH 291°49'17.60"-
AXIS OF DAM
TRANSITION
DOWNSTREAM
FISHING PIER
EXISTING
TO FISHING PIER
EXISTING ACCESS ROAD
BOUNDARY
PROPERTY
GOVERNMENT
FOR FISHING PIER
ROAD AND PARKING
EXISTING ACCESS
SEE NOTE 5
AXIS OF DAM-
ARCS (8)
CELLS (5) AND
SHEET PILE
SEE NOTE 5
AXIS OF DAM-
AZIMUTH 21°50'02.41"
OF COFFERDAM
CENTERLINE
N233,884.30 E2,032,816.18
POE
POB E2,032,604.19, N233,355.19
OF COFFERDAM STATION 0+00
15+35.36 EQUALS CENTERLINE
AXIS OF DAM STATION
TRANSITION
UPSTREAM
NO. 2-SEE NOTE 6
AND STORAGE AREA
ROUTE 20 STOCKPILE
NO. 1-SEE NOTE 6
AND STORAGE AREA
ROUTE 20 STOCKPILE
MONOLITH 35
AND TUNNEL AT
AND DEBRIS TOWER
EXISTING DRIFT
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
20+00
21+00
22+00
23+00
24+00
25+00
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
N ,0
E2 ,03
2, PLAN
N
182/9
NOTES
(NGVD1929) SURVEY CONTROL
HORIZONTAL (NAD1927) AND VERTICAL
N ,0
N ,0
E2 ,03
1,5
C-3
CS402
8 69
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212223
28 29
34 35
40 41
51 52
62 63
EXI
STI
NG
ACCESS
ROAD
200'0 100'
SCALE IN FEET
15+00
N232,784.47 E2,034,029.53
STATION 0+00 AXIS OF DAM
N233,713.76 E2,031,708.67
STATION 25+00 AXIS OF DAM
CWL
CWL
CWL
CWL
LWL1
L W
L
L W
L
L W
L
CWL
CW
L
CWL
CWL
CWL
C W
L
C W
L
C W
L
C W
L
2.FOR DETAILS OF COFFERDAM SEE STRUCTURAL SHEETS.
ALL DO NOT LINE UP PERFECTLY ALONG THE DAM.
OF EACH MONOLITH. IT IS A "BEST FIT" LINE DUE TO THE FACT THE MONOLITHS
OF POINTS ON THE UPSTREAM EDGE OF THE EXISTING UPSTREAM DAM CURB
DEVELOPED FROM THIS LIDAR SCAN AND IS A "BEST FIT" LINE THRU THOUSANDS
EXTERIOR OF THE DAM. THE AXIS OF DAM SHOWN ON THESE DRAWINGS WAS
THE DAM AND APPURTENANCES. LIDAR SCANS WERE PERFORMED ON THE
(A/E) FIRM TO DEVELOP AN ACCURATE 3D MODEL, EXTERNAL AND INTERNAL, OF
RECENTLY THE COE RETAINED THE SERVICES OF AN ARCHITECTURAL/ENGINEERING
REPRESENTING THE AXIS, HAS BEEN USED FOR THE WORK IN THESE PHASES.
ATOP THE DAM. DURING PREVIOUS CONSTRUCTION PHASES A LINE,
WAS SET TO BE ALIGNED WITH THE OUTER EDGE OF THE UPSTREAM CURB
5.DURING THE ORIGINAL DESIGN OF THE BLUESTONE DAM THE AXIS OF DAM
ROUTE 20
ROUTE 20
AND/OR EQUIPMENT IN THE AREAS ALONG ROUTE 20.
REQUIREMENTS BEFORE PLACING ANY FENCING, CONSTRUCTION MATERIALS
OF HIGHWAYS (WVDOH) FOR RIGHT OF WAY CLEARANCES AND ANY OTHER
6.THE CONTRACTOR SHALL COORDINATE WITH THE WEST VIRGINIA DEPARTMENT
STORAGE AREA
STOCKPILE AND
MATERIAL LAYDOWN,
M A
T
E
LWL2
LWL2
N E W
R I V
E R
FLOW
LWL2
B L U E S T O N E L A K E
73 74
SEE NOTE 8
LEATHERWOOD LANDING
AND DEBRIS TOWER FROM
MARINE ACCESS TO DRIFT
EXISTING OVERLOOK AREA
182/9 233956.31 2032143.67 1533.38 DISK NORTHEAST END OF OVERLOOK
C-3 233600.64 2032008.43 1535.14 CSTA NEAR STA. 21+80 AXIS OF DAM
POINT NORTHING EASTING ELEV. DESCRIPTION LOCATION - SEE THIS SHEET
1.FOR WORK LIMIT POINT TABLES SEE SHEET CS401.
PERSONNEL IF THEY CHOOSE TO USE THIS AREA FOR ANY REASON.
SHALL COORDINATE EFFORTS WITH OTHER CONTRACTORS AND COE OPERATIONS
THE PHASE 4 CONTRACTOR WHO IS CURRENTLY ON SITE. THE CONTRACTOR
ESPECIALLY DURING HIGHER LAKE LEVELS. THIS AREA IS ALSO PROVIDED TO
MACHINERY AND TOOLS AND MAY ALSO MOOR VESSELS ALONG THE SHORE,
THE LANDING AREA AND ROADWAY TO THE LANDING AREA TO STORE EQUIPMENT,
OPERATIONS EFFORTS, COE OPERATIONS USE THE AREAS ALONG AND AROUND
OF THE COFFERDAM. ALSO, DURING DRIFT AND DEBRIS REMOVAL AND OTHER
SLUICES AS THE DEBRIS TUNNEL WILL BE CLOSED DURING THE CONSTRUCTION
THE CONTRACT DURATION. DRIFT AND DEBRIS REMOVAL WILL BE THROUGH THE
DEBRIS REMOVAL OPERATIONS, THAT MAY OCCUR RANDOMLY, THROUGHOUT
CONTRACTOR SHALL COORDINATE WITH COE OPERATIONS PERSONNEL, DURING
MOVED OR REMOVED, FROM THIS AREA, DURING SLUICE GATE OPERATION. THE
THE DAM, AND WHEN EQUIPMENT AND PERSONNEL WILL BE REQUIRED TO BE
RESTRICTIONS, WHEN WORKING IN THE EXISTING BUOYED AREA, UPSTREAM OF
CONTRACTOR SHALL COORDINATE WITH COE OPERATIONS PERSONNEL, FOR
ACCESS TO UPSTREAM SIDE OF DAM AND TO THE DRIFT AND DEBRIS TOWER. THE
LEATHERWOOD LANDING BOAT LAUNCH AREA IS PROVIDED TO ALLOW MARINE
8.LIMITED WORK AREA NO. 2 (LWL2)-AREA IN BLUESTONE LAKE FROM DAM TO
STORAGE OF MATERIALS AND EQUIPMENT.
AND SPECIFIED IN THIS CONTRACT, ACCESS, STOCKPILING, AND
CONTRACTOR FOR CONSTRUCTION OF THE FEATURES SHOWN
3.(CWL) CONTRACTORS WORK LIMITS - AREAS PROVIDED TO THE
STRICTLY FOLLOWED THROUGHOUT THE CONTRACT DURATION.
FISHING PIER AT ALL TIMES. THIS PLAN SHALL BE IMPLEMENTED AND
AND HIGHWAYS AND MAINTAINING SAFE PUBLIC ACCESS TO THE EXISTING
GOVERNS THE FLOW OF TRAFFIC ON, ONTO OR EXITING FROM PUBLIC ROADS
APPROVAL, BY THE CONTRACTING OFFICER, A TRAFFIC CONTROL PLAN THAT
ADDITION, THE CONTRACTOR SHALL PREPARE AND SUBMIT FOR REVIEW AND
VEHICLE ACCESS ON WV ROUTE 20 DURING CONSTRUCTION ACTIVITIES. IN
DEPARTMENT OF HIGHWAYS (WVDOH) AND OTHER APPROPRIATE AGENCIES FOR
7.THE CONTRACTOR SHALL OBTAIN PERTINENT PERMIT(S) FROM THE WEST VIRGINIA
C O
F F
E R
D A
M I F
B
OPERATIONS PERSONNEL UNTIL THE CONTRACT IS COMPLETE.
EXISTING ON-SITE CONTRACTORS, FUTURE CONTRACTORS AND COE
THIS AREA SHALL BE SHARED BETWEEN THIS CONTRACTOR,
FROM CONTROL POINTS 182/9 AND C-3 TO THE COFFERDAM AREA
TO THE CONTRACTOR FOR POSSIBLE SURVEYING EFFORTS ATOP DAM
4.(LWL1) LIMITED WORK LIMITS NO. 1 - THIS AREA IS PROVIDED
W O
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C O
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R A
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O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
S-001 9 69
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COMPLETE THE REMAINDER OF THE WORK.5.
CONSTRUCT THE DOWNSTREAM TRANSITION.4.
CONSTRUCT THE UPSTREAM TRANSITION.3.
COMPLETELY CONSTRUCT AND FILL THE ARCS BETWEEN THE CELLS IMMEDIATELY AFTER ADJACENT CELLS ARE COMPLETED.2.
IMMEDIATELY AFTER ALL SHEETS ARE INSTALLED.
CONSTRUCT THE CELLULAR COFFERDAM STARTING AT THE UPSTREAM END AND WORKING DOWNSTREAM. COMPLETELY FILL EACH CELL1.
RECOMMENDED CONSTRUCTION SEQUENCE
TO DRILLING FOR THE INSTRUMENTATION EXCEPT INCLINOMETERS SHALL BE INSTALLED PRIOR TO FOUNDATION GROUTING.
THE PLANS AND SPECIFICATIONS. ALL GROUTING OF THE FOUNDATION AND UNDER DRAIN SYSTEM AND FOR ANCHOR INSTALLATION SHALL OCCUR PRIOR
THE CASINGS, PIPES AND APPURTENANT ITEMS SHALL BE INSTALLED PRIOR TO GRANULAR CELL FILL AND CONCRETE PLACEMENT AS INDICATED IN
THE DRAWINGS INCLUDE CASINGS, PIPES AND APPURTENANT EMBEDDED ITEMS ASSOCIATED WITH THE GROUTING, INSTRUMENTATION AND ANCHORS.17.
SPECIFICATIONS.
FOR INSTALLATION OF THE PACKERS IN THE EXISTING DRAINS AND FOR GROUTING OF THE UNDER DRAIN SYSTEM AND FOUNDATION, SEE THE16.
OF THE RIGHT SIDE OF THE STILLING BASIN IS COMPLETE AND THE 14 DAYS ON-SITE BEGINS.
ALL EQUIPMENT AND PERSONNEL FOR 14 DAYS AFTER DEWATERING IS COMPLETE. THE CONTRACTING OFFICER WILL DETERMINE WHEN DEWATERING
IN THE DEWATERING AND PERFORM ANY REPAIR WORK AS DIRECTED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL BE ON-SITE WITH
CHAPMAN VALVE IN THE RIGHT STILLING BASIN WALL. THE CONTRACTOR SHALL REMAIN ON-SITE WITH ALL EQUIPMENT AND PERSONNEL TO ASSIST
THE CONTRACTOR'S REPORT, THE GOVERNMENT WILL DEWATER THE RIGHT SIDE (LOOKING DOWNSTREAM) OF THE STILLING BASIN BY OPENING THE
CONSTRUCTION IS COMPLETE AND THE COFFERDAM IS READY FOR DEWATERING. ONCE THE CONTRACTING OFFICER ACCEPTS THE
UPON COMPLETION OF THE COFFERDAM CONSTRUCTION, THE CONTRACTOR SHALL REPORT TO THE CONTRACTING OFFICER THAT THE COFFERDAM15.
THE CONTRACTOR SHALL SUBMIT A PLAN FOR APPROVAL TO THE CONTRACTING OFFICER FOR SANDBAGGING AND SEALING OF THE SHEET PILING.
SANDBAGGING AND SEALING OF THE PILING PRIOR TO PLACEMENT OF THE TREMIE CONCRETE IS THE RESPONSIBILITY OF THE CONTRACTOR.14.
EXISTING CONCRETE AND ROCK SURFACES SHALL BE PREPARED IN ACCORDANCE WITH SPECIFICATIONS PRIOR TO CONCRETE PLACEMENT.13.
SUPPORTING AND STABILIZING THE FORMWORK AND CELLULAR TEMPLATES IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
MOVEMENT FROM FLOWING WATER IS THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL SUBMIT A PLAN FOR LEVELING, LEVELING, SUPPORTING AND STABILIZING THE TRANSITION FORMWORK AND CELLULAR TEMPLATES AND PILING FROM MOVEMENT INCLUDING12.
SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO IMPLEMENTING THE WORK.
FORMWORK AS REQUIRED FOR INSTALLATION AND CONCRETE PLACEMENT. ANY MODIFICATIONS TO THE FORMWORK SHALL BE
OF THE FORMWORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ANY ADDITIONAL BRACING OR MODIFICATIONS TO THE
FORMWORK AND ADD ANY ADDITIONAL BRACING OR STRUCTURAL MEMBERS AS REQUIRED FOR STABILITY, MOVEMENT AND PLACEMENT
ADDITIONAL BRACING REQUIRED FOR CONCRETE PLACEMENT. THE CONTRACTOR SHALL ALSO BE REQUIRED TO EVALUATE THIS
ASSOCIATED WITH CONCRETE PLACEMENT. THE CONTRACTOR SHALL BE REQUIRED TO EVALUATE THIS FORMWORK AND ADD ANY
THE STRUCTURAL FRAMING AND PZ PILING FORMWORK SHOWN ON THE DRAWINGS IS DESIGNED FOR FLUID CONCRETE PRESSURE11.
STRAND ANCHORS SHALL BE ASTM A416 AS INDICATED IN THE SPECIFICATIONS.10.
FOR DEMOLITION REQUIREMENTS OF THE EXISTING BAFFLES AND ENDSILL, SEE THE SPECIFICATIONS.9.
FOR HAND RAILING, STAIR, LADDER AND JIB CRANE REQUIREMENTS, SEE THE SPECIFICATIONS.8.
REINFORCEMENT SHALL BE ASTM A615. SEE THE SPECIFICATIONS FOR DETAILS.7.
WITH AWS D1.1 AS INDICATED IN THE SPECIFICATIONS.
BOLTS SHALL BE ASTM A490 UNLESS NOTED OTHERWISE. WELDING SHALL BE IN ACCORDANCE6.
SEE THE SPECIFICATIONS FOR DETAILS.
UNLESS OTHERWISE INDICATED, STRUCTURAL STEEL SHALL BE ASTM A572 GRADE 50.5.
FOR TREMIE AND CONVENTIONAL CONCRETE REQUIREMENTS, SEE THE SPECIFICATIONS.4.
COFFERDAM CELL FILL SHALL BE #57 GRANULAR FILL AS INDICATED IN THE SPECIFICATIONS.3.
PZ22 SHEET PILING IS GOVERNMENT FURNISHED. SEE THE SPECIFICATIONS FOR DETAILS.2.
PS27.5 AND PS31 SHEET PILING IS GOVERNMENT FURNISHED. SEE THE SPECIFICATIONS FOR DETAILS.1.
STRUCTURAL GENERAL NOTES
C OF COFFERDAM
AND LADDER DETAILS
FOR JIB CRANE
SEE SHEET S-503
SILLS TO BE REMOVED.
BAFFLES AND END
EL 1411.0
DS ANCHORS
A-US-1
ANCHOR
L5"x5"x•", TYP
SECTIONS.
LIFTS TO EL. 1411.0. TYPICAL BOTH TRANSITION
PLACE CAST IN PLACE CONCRETE - REMAINING
PLACE TREMIE CONCRETE - LIFT 1 TO EL. 1393.5.
L5"x5"x•", TYP
L5"x5"x•", TYP
WITH SPACING @ 3" CC, TYP.
CC EXCEPT FOR 2' AT EACH END
WASHER IN •" DIA HOLE @ 4•"
‡" DIA. A325 BOLT WITH NUT AND
WITH SPACING @ 3" CC, TYP.
CC EXCEPT FOR 2' AT EACH END
WASHER IN •" DIA HOLE @ 4•"
‡" DIA. A325 BOLT WITH NUT AND
PS27.5
PS27.5
PS31
PS31
PS27.5
PS31 PS31
PS31
16 PS27.5
.5
.5
16 PS27.5
.5
90°
10 PS27.5
10 PS27.5
"8
5'-10
"4
35'-6
CONCRETE EL. 1393.5
TOP OF TREMIE
US ANCHORS EL 1411.0
TOP OF TREMIE CONCRETE EL. 1393.5
TOP OF 2' CONCRETE CAP EL. 1417.0
PRIOR TO CONCRETE PLACEMENT.
BASE AS REQUIRED ON ROCK, AND APRON
CONTRACTOR SHALL CUT SHEETS AND SEAL
BE REMOVED
END SEAL TO
SECTION OF
BE REMOVED
BAFFLES TO
BE REMOVED
BAFFLES TO
A-DS-1
ANCHOR
A-US-2
ANCHOR
A-DS-2
ANCHOR
9 Ž"9 Ž" 9 Ž"9 Ž"
9 Ž"9 Ž"
L5"x5"x•", TYP
AT EACH END WITH SPACING @ 3" CC, TYP.
IN •" DIA HOLE @ 4•" CC EXCEPT FOR 2'
‡" DIA. A325 BOLT WITH NUT AND WASHER
PS27.5
PS31 PS27.5
PS27.5
PS27.5
PS27.5
PS27.5
PS31
PS31
PS27.5
PS27.5 PS27.5
9 Ž"9 Ž"
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IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
0 20'
SCALE: 1"=10'
10'
SCALE: 1"=10'
DAM STRUCTURE / BAFFLE AREA
FLOW
S-003
L1
S-003
L2
S-003
R2
S-003
R1
L1 R1
S-003 S-003
L2 R2
S-003S-003
NOT TO SCALE
S T
A
.2
C E
L L
S T
A
.7
C E
L L
NOT TO SCALE NOT TO SCALE NOT TO SCALE
PS31 90 T CONNECTION - LEFT PS31 90 T CONNECTION - RIGHT PS31 90 T CONNECTION - RIGHT PS31 90 T CONNECTION - LEFT
COFFERDAM PLAN
L
NOTES:
10 69
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FOR ANCHOR DETAIL, SEE SHEET S-504.7.
FOR DEMOLITION OF BAFFLES AND ENDSILL, SEE THE SPECIFICATIONS.6.
TO PREVENT SEEPAGE OF TREMIE OR FILL MATERIAL.
THE CONTRACTOR SHALL SANDBAG THE BOTTOM INTERFACE OF THE COFFERDAM5.
INFORMATION, SEE SHEET S-503.
STAIRS AND RAILING ARE NOT SHOWN ON THIS DRAWING. FOR STAIRS AND RAILING4.
FOR UPSTREAM TRANSITION, SEE SHEET S-005.3.
FOR DOWNSTREAM TRANSITION, SEE S-004.2.
FOR STRUCTURAL GENERAL NOTES, SEE SHEETS S-001.1.
ELEVATION VIEW
CELL 2 THRU CELL 5, TOP OF TREMIE CONCRETE: EL. 1373.0
S T
A
1+
.9
C E
L L
S T
A
.4
C E
L L
S T
A
1.
C E
L L
R
S T
A
.9
C H
O R
S
S T
A
.4
C H
O R
S
S T
A
.9
C H
O R
S
S T
A
.4
C H
O R
S
US TRANSITION DS TRANSITION
CONCRETE, EL. 1378.0
CELL 1, TOP OF TREMIE
APPROX. TOP OF ROCK EL. 1368.0
TOP OF SHEET PILES EL. 1411.50
TOP OF SHEET PILE EL. 1417.0 (FLUSH WITH CONCRETE) WHERE THERE IS NO RAILING
TOP OF SHEET PILE EL. 1417.50 WHERE RAILING IS LOCATED
TOP OF SHEET PILES EL. 1411.50
TOP OF CAST IN PLACE CONCRETE EL. 1411.0
TOP OF CAST IN PLACE CONCRETE EL. 1411.0
CELL 1 CELL 2 CELL 3 CELL 4 CELL 5
M35
DS TRANSITION
WEIR
US TRANSITION
8'-0"
1"
W8x58
W8x35 VERTICAL
3" TYP
T
Y P
3" TYP
6'-6"
W18x55 WALER
1" DIA.
3"
T
Y P
PLATE
1" STEEL
COVER PLATE
WEIR SLUICE
W18x55 WALER
W24x84 WALER
SHEET S-502
SEE ALIGNMENT DETAIL,
W18x55 WALER
W24x84 WALER
W24x84 WALER
W24x84 WALER FLANGE
1" STEEL PLATE
1" PLATE
1"
SPACER PLATE, TYP.
…"x4ƒ"x7ƒ"
AND WASHERS, TYP
†" DIA. BOLT, NUT
TREATED LUMBER
2"x8"x20' PRESSURE
8"
THIS SHEET
SEE NOTE 5,
32'-8†"
COFFERDAM C
DOES NOT ENTER THE SLUICE.
FOR ENSURING CONCRETE
CONTRACTOR IS RESPONSIBLE
PLATE DETAIL, THIS SHEET.
SEE LOWER WEIR COVER
OR EQUAL
EMBEDMENT DEPTH OF 5"
ANCHOR WITH A MINIMUM
HILTI KWIK BOLT 3 EXPANSION
‡" DIA. HOLE FOR ƒ" DIA.
OR EQUAL
EMBEDMENT DEPTH OF 5"
ANCHOR WITH A MINIMUM
HILTI KWIK BOLT 3 EXPANSION
‡" DIA. HOLE FOR ƒ" DIA.
15'-7†"8'-7"8'-6"
TYPICAL
W8x35 VERTICAL
1" PLATE
AGAINST THE LUMBER SILL.
FOR ADJUSTMENT. REMOVE KNUCKLE
•" DIA. LONG SLOTTED HOLE
PZ22 SHEET PILE TO HAVE A
TYPW8x58, A-DS-1
A-DS-2
THE SLUICE.
CONCRETE DOES NOT ENTER
IS RESPONSIBLE FOR ENSURING
THIS SHEET. CONTRACTOR
COVER PLATE DETAIL,
SEE UPPER WEIR
TREATED LUMBER
2"x8"x20' (ACTUAL) PRESSURE
LIFTING LUG, SEE NOTE 3
SEE NOTE 5.
A-DS-1 AND A-DS-2.
(2) 38 STRAND ANCHORS
1ƒ"
FOR DETAILS SEE SHEET S501
WITH MODIFIED PS22 SHEET PILE,
MODIFIED PZ22 L CONNECTION
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
M78
M79
SCALE: ‰"=1'-0"
EL. 1411.0
EL. 1409.0
EL. 1402.0
EL. 1393.5
EL. 1385.0
EL. 1376.5
EL. 1372.5
CREST OF WEIR APPROX. EL. 1391.17
SCALE: ‰"=1'-0"
WEIR M78
DOWNSTREAM TRANSITION SECTION
S-004
CONNECTION EL. 1394.5
TOP/BOTTOM FRAME
CELL 5
0 4' 8' 12'
SCALE: 3/16"=1'
11 69
IP
P
W P :d m s \S
D S
T R
A N
S
IT
IO
N E
X T .d g n
H E
C X
M M
B
.3
:1
/7 /2
IP
P
W P :d m s \S
T D
V .p e n u s e r a tt a c h e d f ro m d ia lo g
-D
E C -2
:2
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
P H
A S
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
W -1
-B -0
A N
S I
D
A
SCALE: ‚"=1'-0"
SCALE: 1"=1'-0"S-004
B
WEIR M78
SECTION
LOWER WEIR COVER PLATE
UPPER WEIR COVER PLATE
NOT TO SCALE
S-004
2 DETAIL
N.T.S.
FIT IN THE FIELD.
PLATE BENT TO
NOTE:
S-004
C
N.T.S.
T Y
P
NOTES
S-004
C
APPROX. TOP OF ROCK EL. 1368.0
8'4'
SCALE:1/4"=1'
2'0
L
SECTION
S
D S
T R
A N
S
IT
IO
N E
X T .d g n
S-004
/0
/2
M M
B J C
C
L U
F F
D S
P C
DOWNSTREAM TRANSITION PLAN
OPPOSITE HAND
ONE AS SHOWN ONE
NOTE:
TYP.
M.T. 100%
D O
W N
S T
R E
A M T
R A
N S
IT
IO
N C
E L L
C O
F F
E R
D A
M I F
B
P L
A N A
N D E
L E
V A
T
IO
N
TO FRAME NOT SHOWN.
TIMBER SEAL FOR SEALING COFFERDAM3.
SECTION A EXCEPT MODIFIED PZ22.
PZ22 SHEET PILE NOT SHOWN IN2.
IN SECTION A.
CELLULAR COFFERDAM NOT SHOWN1.
NOTES:
S T
A
.4
S
T A
.4
S
T A
.4
2'0 1'
SCALE: 1"=1'
FOR ANCHOR DETAIL, SEE SHEET S-504. 5.
CUT THE PZ22 TO FIT THE PROFILE OF THE WEIR.4.
OF CONCRETE.
STABILITY OF THE FRAME DURING HOISTING AND PLACEMENT
FOR HANDLING, ADDITIONAL BRACING, LEVELING, AND
FOR A VERTICAL LIFT. THE CONTRACTOR SHALL BE RESPONSIBLE
LOCATIONS AS SHOWN IN DETAIL 7. LIFTING LUGS ARE DESIGNED
LIFTING LUGS SHOWN; LUGS ARE TO BE INSTALLED AT THESE
ARRANGEMENT OF THE SHEET PILE CONNECTION WITHOUT THE
TWO (2) LOCATIONS. DETAIL 6 SHOWS THE SPECIFIC
DETAIL 7 SHOWS THE ARRANGEMENT OF THE LIFTING LUG AT
IN THE TOP AND BOTTOM FRAME ASSEMBLIES FOR HOISTING.
LIFTING LUGS ARE TO BE PROVIDED AT FOUR (4) LOCATIONS3.
UPPER WEIR COVER PLATE TO BE BENT TO FIT IN THE FIELD.2.
FOR STRUCTURAL GENERAL NOTES, SEE SHEET S-001.1.
S-004
S-501
A
S-501
S-501
S-502
S-502
S-004
B
S-502
S-502
S-004
S-004
6, 7
S-502
6, 7
2" STEEL PLATE
11'-0"
COFFERDAM C
W8x35 VERTICAL, TYP.
6"
6"
" 5'-6"
2"
2"
2" CHAMFER, TYP.
1 „" DIA.
W x
T Y
P
W8x58, TIE-IN, TYP.
3'-0" 3'-0"
OR EQUAL
EMBEDMENT DEPTH OF 5"
ANCHOR WITH A MINIMUM
HILTI KWIK BOLT 3 EXPANSION
(4) ‡" DIA. HOLE FOR ƒ" DIA.
DETAIL, SHEET S-502.
SEE FRAME ALIGNMENT
COVER PLATE
SPILLWAY
8'-7"8'-6•"8'-6•"8'-6•"8'-6•"8'-6•"8'-6•"4'-11"6'-6•"
71'-3•"
1"x6"x12" STEEL PLATE
ILLUSTRATION, SEE NOTE 2.
STEEL PIPES SHOWN FOR
ILLUSTRATION, SEE NOTE 2
STEEL PIPES SHOWN FOR
A-US-1
A-US-2
SEE NOTE 2 SEE NOTE 3
A-US-1 AND A-US-2
(2) 19 STRAND ANCHORS
DOES NOT ENTER SLUICE.
FOR ENSURING CONCRETE
CONTRACTOR IS RESPONSIBLE
PLATE DETAIL, THIS SHEET.
SEE SPILLWAY COVER
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
M35
M36
M35
EL. 1411.0
EL. 1409.0
EL. 1402.0
EL. 1393.5
EL. 1385.0
EL. 1376.5
EL. 1372.5
NOTES
SCALE: ‰"=1'-0"
CONNECTION EL. 1394.5
TOP/BOTTOM FRAME
S-005
12 69
IP
P
W P :d m s \S
U S
T R
A N
S
IT
IO
N e x t.
d g n
H E
C X
M M
B
.3
:1
/1
/2
IP
P
W P :d m s \S
T D
V .p e n u s e r a tt a c h e d f ro m d ia lo g
-N
O V -2
A N A
N D E
L E
V A
T
IO
N
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
P H
A S
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
W -1
-B -0
A N
S I
D
S-501
S-501
S-501
SCALE: •"=1'-0"
SPILLWAY COVER PLATE
S-502
S-502
S-502
L
0 4' 8' 12'
SCALE: 3/16"=1'
S-005
SCALE: ‰"=1'-0"S-005
S-005
2 DETAIL
N.T.S.
TYP.
T Y
P
4'2'
SCALE:1/2"=1'
1'0
UPSTREAM TRANSITION CELL PLAN
UPSTREAM TRANSITION CELL SECTION
W18x55 WALER
W24x84 WALER
W24x84 WALER
W18x55 WALER
W18x55 WALER
W18x55 WALER
APRON APPROX. EL. 1368.0
TOP OF SPILLWAY
A
A
B
S-005
B
S-005
S-005
B
S
U S
T R
A N
S
IT
IO
N e x t.
d g n
S-502
S-502
S-005
M M
B
D P
S
C O
F F
E R
D A
M I F
B
/0
/2
P J L
P J L
TYP.
M.T. 100%
VIEW
EL. 1402.5
EL. 1395.5
C ANCHOR AT EL. 1411.0L
S T
A
.9
U P
S T
R E
A M T
R A
N S
IT
IO
N
OF THE FRAME DURING HOISTING AND PLACEMENT OF CONCRETE.
RESPONSIBLE FOR HANDLING, ADDITIONAL BRACING, LEVELING, AND STABILITY
LUGS ARE DESIGNED FOR A VERTICAL LIFT. THE CONTRACTOR SHALL BE
ARRANGEMENT OF THE LIFTING LUG AT THE FOUR (4) LOCATIONS. LIFTING
AND BOTTOM FRAME ASSEMBLIES FOR HOISTING. DETAIL 7 SHOWS THE
LIFTING LUGS ARE TO BE PROVIDED AT FOUR (4) LOCATIONS IN THE TOP 6.
FOR ANCHOR DETAIL, SEE SHEET S-504.5.
MANNER THAT IT WILL PROVIDE A WATERTIGHT SEAL.
ALL PIPING THROUGH SPILLWAY COVER PLATE SHALL BE WELDED IN A 4.
OFFICER FOR APPROVAL PRIOR TO COMMENCING THE WORK.
SPILLWAY COVER PLATE AND SUBMIT THE DESIGN TO THE CONTRACTING
THE CONTRACTOR SHALL DESIGN THE PIPE AND ITS CONNECTION TO THE
SPILLWAY COVER PLATE AS SHOWN ON THE INSTRUMENTATION DRAWINGS.
THE CONTRACTOR SHALL PROVIDE A STEEL PIPE TO PASS THROUGH 3.
APPROVAL PRIOR TO COMMENCING THE WORK.
PLATE AND SUBMIT THE DESIGN TO THE CONTRACTING OFFICER FOR
THE DRAIN PIPES, FITTINGS AND CONNECTIONS TO THE SPILLWAY COVER
1393.5 TO DRAIN TO THE RIGHT SIDE. THE CONTRACTOR SHALL DESIGN
AND FITTINGS TO RUN FROM THE SPILLWAY COVER PLATE ABOVE EL.
THE CONTRACTOR SHALL PROVIDE TWO 6" DIA. SCHEDULE 40 STEEL PIPE 2.
FOR STRUCTURAL GENERAL NOTES, SEE SHEET S-001.1.
3. TIMBER SEAL AND END PLATE NOT SHOWN IN SECTION A.
2. PZ22 SHEET PILE NOT SHOWN IN SECTION A.
1. CELLULAR COFFERDAM NOT SHOWN IN SECTION A.
NOTES:
W18x55 WALER
W18x55 WALER
2'-0"
W8x35 VERTICAL BEAM
1" RAD., TYP
SHEET PILE, TYP
PZ22 STEEL
SHEET PILE, TYP
PS27.5 STEEL
SHEET PILE, TYP
PZ22 STEEL
"2
1" MIN.
W8x58, TYP
PLATE, TYP
•" STIFFENER
"4
W24x84 WALER
"4
W18x55 WALER
WALER FLANGE
W18x55 OR W24x84
MODIFIED PZ22 TO 2'-3‹"
C W18x55 WALER
•" PAST W24x84WALER
EXTEND 1" END PLATE
AND WASHER, TYP.
†"DIA. BOLT, NUT
W8x58, TYP W8x58, TYP
W8x58, TYP
L8x8x•", TYP
W8x58, TYP
OF WIDE FLANGE, TYP.
CHAMFER TO MISS RADIUS
W8x58, TYP
W8x58, TYP
"4
23"
NUT AND WASHERS, TYP
‡" ASTM A490 BOLT,
NUT AND WASHERS, TYP
‡" ASTM A490 BOLT,
CONNECTION
MODIFIED PZ22
CONNECTION
MODIFIED PZ22
‡" ASTM A490 BOLTS, TYP.
8"
"2
1'-2
"2
4"2
PRESSURE TREATED LUMBER
2"x8" (ACTUAL) NO. 2
PRESSURE TREATED LUMBER
2"x8" (ACTUAL) NO.2
"2
SIDE OF WEB
L4"x4"x•", ONE EACH
VERTICAL BEAM
W8x35
W8x58 TYP
WALER FLANGE
W18x55 OR W24x84
NUT AND WASHERS, TYP
‡" ASTM A490 BOLT,
PLATE, TYP
•" STIFFNER
1"
8"
PLATE, TYP
•" STIFFNER
•" STIFFENER PLATE, TYP
MODIFIED PZ22, TYP.
"1" 1"
5"
10‚"x1'-8ƒ"x•" PLATE, TYP
10‚"x1'-8ƒ"x•" PLATE, TYP
NUT AND WASHERS, TYP
ASTM A490 BOLT,
L8x8x•" W/ ƒ" DIA.
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
SHEET OF
®of Engineers
US Army Corps
Huntington District
NOTES:
SCALE:1-1/2"=1'
SCALE:1-1/2"=1'
SCALE: 3"=1'
S -5
.d g n
T R
A N
S
IT
IO
N S
E C
T
IO
N
S-501 13 69
M M
B /J
V J
IP
P
W P :d m s \S -5
.d g n
H E
C X
M M
B
:1
/7 /2
IP
P
W P :d m s \S
T D
V .p e n u s e r a tt a c h e d f ro m d ia lo g
-D
E C -2
:2
S-005
S-501
SCALE: 3"=1'
S
D E
T A
IL
S
H E
E T O
F
C O
F F
E R
D A
M I F
B
N E
W R
IV
E R
B L
U E
S T
O N
E L
A K
E
H
IN
T O
N
W V
P H
A S
E
/0
/2
F F
J C
C
H U
N T
IN
G T
O N D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
N T
IN
G T
O N
W E
S T V
IR
G
IN
IA
W -1
-B -0
A N
S I
D
0 6" 1' 2'
SCALE:1-1/2"=1'
SCALE: 3"=1'
3" 6" 9" 12"
TYP
S-501
A
S-501
A
SECTION
DETAIL
DETAIL
DETAIL
C.J.P.
S-004 S-005
S-004 S-005
S-004
S-004
L
CUSTOM PZ22 CONNECTION
S-501
B S-501
B
SCALE: 3"=1'
T Y
P T
Y P
C
S -5
SCALE: 3"=1'-0"S-501
C SECTION
TYP.
2 SIDES
M.T. 100%
T Y
P
TYP.
T Y
P
‚ TYP.
M.T. 25%
TYP.
M.T. 25%
ALL WALERS AND THE…
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