TH Low Flow Port Bulkhead-100 percent Dwgs.pdf
PDF 7 MB Posted
- Solicitation number
- W912DR22B0015
About this file
This solicitation requests bids for the construction of low flow port bulkheads at Tioga-Hammond Dam. The project involves fabricating and installing two bulkheads, guides, anchoring systems, and associated details. One bulkhead will be installed at the top elevation and one at the bottom to simultaneously close two adjacent low flow ports. Bidders must have experience with underwater construction and follow specifications for welding, anchoring, tolerances and testing. The bidding period closes on February 15th and the award will be made to the lowest priced, responsible small business. The Army Corps of Engineers Baltimore District will administer the contract at the Tioga-Hammond Dam located near Tioga, Pennsylvania, on the Tioga River.
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..\..\..\Desktop\TH Bulkhead\TH Location Map.png
LOCATION MAP
OF WORK
LOCATION
SCHWAIGER.ANDREW.J.1386616
Digitally signed by SCHWAIGER.ANDREW.J.1386616422 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=SCHWAIGER.ANDREW.J.1386616422 Date: 2019.02.01 12:56:35 -05'00'
CHASTEN.CAMERON.P.1231
432031
Digitally signed by CHASTEN.CAMERON.P.1231432031 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CHASTEN.CAMERON.P.1231432031 Date: 2019.02.01 13:50:58 -05'00'
CLAPP.CHRISTINE.D.
1228846372
Digitally signed by CLAPP.CHRISTINE.D.1228846372 DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CLAPP.CHRISTINE.D.1228846372 Date: 2019.02.11 12:55:27 -05'00'
SCHIFFMACHER.EMILY.
DEVILLIER.1292724434
Digitally signed by
SCHIFFMACHER.EMILY.DEVILLIER
.1292724434 Date: 2020.01.31 14:06:14 -05'00'
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CONTRACTORS ACCESS ROUTE
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HAMMOND DAM RD
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SCALE: 1 IN.=40 FT.
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CONTROL TOWER
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CONTROL TOWER BRIDGE
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TIOGA DAM CREST/ROAD
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FLOW
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OUTLET WORKS RAKING PLATFORM
AutoCAD SHX Text N632,450.0
AutoCAD SHX Text E2,136,000.0
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CONTROL TOWER
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SCALE: 1 IN.=300 FT.
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CONTROL TOWER BRIDGE
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FLOW
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HAMMOND DAM RD
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SUMMIT ST
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APACHE LN
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AZTEC LN
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S MAIN ST
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TIOGA DAM CREST/ROAD
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ERIE LN
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HAMMOND DAM RD
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HAMMOND
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DAM RD
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FLOW
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TIOGA OUTLET WORKS
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HAMMOND DAM CREST/ROAD
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HAMMOND OUTLET WORKS
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RTE 15 - SOUTH
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RTE 15 - NORTH
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C/L CROOKED CREEK OUTLET WORKS.
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C/L CONNECTING CHANNEL.
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PENNSYLVANIA WELCOME CENTER
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HAMMOND CULVERT
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TIOGA
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ACCESS SITE VIA SOUTH MAIN STREET FROM ROUTE 287
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PHOTO 1: GENERAL VEIW OF DAM AND ACCESS ROAD LOOKING
NORTH (DOWNSTREAM).
PHOTO 2: GENERAL VEIW OF DAM AND ACCESS ROAD
LOOKING EAST.
PHOTO 3: INTAKE TOWER AND WORKING PLATFORM.
PHOTO 4: INTAKE STRUCTURE DURING
CONSTRUCTION OF THE DAM.
PHOTO 5: AERIAL VIEW OF WORKING PLATFORM AT
TOWER BASE.
PHOTO 6: AERIAL VIEW OF WORKING PLATFORM AT
TOWER BASE.
PHOTO 7: RIGHT (DOWNSTREAM ORIENTATION) BULKHEAD
SLOT OPENING.
PHOTO 8: RIGHT BULKHEAD SLOT OPENING LOOKING
DOWNSTREAM. NOTE LOCATION OF DOGGING HOOKS.
PHOTO 9: INTAKE TOWER AND WORKING PLATFORM
LOOKING WEST.
PHOTO 10: ACCESS ROAD AT UPSTREAM SIDE OF DAM
EMBANKMENT LOOKING EAST.
NOTES:
1. PHOTOS ARE INCLUDED FOR REFERENCE ONLY.
ACTUAL SITE CONDITIONS MAY VARY.
- EARTH
- GRAVEL
- GROUT/SAND
- STEEL
- ELEVATION SYMBOL
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FIELD WELD SYMBOL
(FLAG ALWAYS POINTS TOWARD REAR
OF WELD SYMBOL)
WELD ALL AROUND
SYMBOL
ARROW CONNECTING REFERENCE LINE TO
ARROW SIDE MEMBER
OF JOINT OR ARROW SIDE OF JOINT
REFERENCE
LINE
SPECIFIC PROCESS OR
OTHER REFERENCE
NUMBER OF SPOT OR
PROJECTION WELDS
PITCH (CENTER TO CENTER
SPACING) OF WELD
LENGTH OF WELD
GROOVE ANGLE, INCLUDED ANGLE OF
COUNTERSINK FOR PLUG WELDS
FINISH SYMBOL
EFFECTIVE THROAT
ROOT OPENING DEPTH
OF FILLING FOR PLUG
AND SPOT WELDS
CONTOUR SYMBOLS
DEPTH OF PREPARATION; SIZE OR
STRENGTH FOR CERTAIN WELDS
TAIL (TAIL IS
OMITTED WHEN
REFERENCE IS
NOT USED)
HATCH PATTERNS
- CONCRETE
WELDING SYMBOL DIAGRAM
WELD SYMBOLS
J SQUARE WELD
BEVEL V FLARE-V FLARE BEVEL
ARROW SIDE
OPPOSITE SIDE
U
GROOVE WELDS
SEAM WELDFILLET WELD FLANGE CORNER
ARROW SIDE
OPPOSITE SIDE
PLUG WELD SURFACE WELD FLANGE END BACKING
STUD WELD SPOT OR
PROJECTION WELD
BACK OR
BACKING WELD
SLOT WELD
SYMBOLS, ABBREVIATIONS AND GENERAL NOTES
VIEW IDENTIFICATION NUMBER
VIEW NAME
DIRECTION OF VIEW
SECTION IDENTIFICATION NUMBER
CALLOUT AREA VIEW
X
SCALE: PER PLAN
GRID LINE
SCALE:
VIEW NAME
X/X":1'-0"
X-101
GRID IDENTIFICATION
(ALPHA OR NUMERIC)
DETAIL SHEET
REF NUMBER
CALLOUT VIEW
IDENTIFICATION
NUMBER
DETAIL SHEET
REF NUMBER
VIEW SCALE
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REVISION CLOUD
REVISION & AMENDMENT
CLOUD AND SYMBOL
REVISION IDENTIFICATION SYMBOL
(NUMERIC)
AMENDMENT IDENTIFICATION
SYMBOL (ALPHA)
1 a
DRAWING SHEET SYMBOLS
VIEW TITLE SYMBOL
SECTION CUT SYMBOL
CALLOUT SYMBOL
GRID SYMBOL
GRAPHIC BAR SCALE SYMBOL
PRIMARY
SCALE
EXTENSION
SCALE
X X X X X
BASIC WELD SYMBOL OR DETAIL
REFERENCE
WELD SYMBOLS SHALL BE CONTAINED WITHIN
THE LENGTH OF THE REFERENCE LINE.
ELEMENTS IN THIS AREA REMAIN AS SHOWN
WHEN THE TAIL AND ARROW ARE REVERSED
DIRECTION OF
MAGNETIC NORTH
NORTH SYMBOLS
N
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TYPICAL
NORTH
PLAN
NORTH
1. DESIGN SPECIFICATIONS
1.1. ETL 1110-2-584 DESIGN OF HYDRAULIC STEEL STRUCTURES, 2009
2. MATERIAL AND CONSTRUCTION SPECIFICATIONS
2.1. AISC 325 STEEL CONSTRUCTION MANUAL, 2017
2.2. AWS D1.5M/D1.5 BRIDGE WELDING CODE, 2016
2.3. STEEL STRUCTURES PAINTING COUNCIL (SSPC) SPECIFICATIONS.
3. MATERIALS
3.1. MAKE BULKHEADS WITH ASTM A709/A709M GRADE 50F STEEL.
3.2. MAKE GUIDE CHANNELS WITH ASTM A36/A36M STEEL.
3.3. PAINT ALL STEEL ACCORDING TO SPECIFICATIONS.
3.4. THREADED RODS, NUTS, AND WASHERS USED TO ANCHOR THE GUIDES INTO
THE CONCRETE WILL BE STAINLESS STEEL CONFORMING TO SPECIFICATIONS.
3.5. BOLTS CONNECTING THE SIDE SEALS AND BULKHEAD SHOES WILL BE HOT-DIP
GALVANIZED WITH MATCHING NUTS AND WASHERS CONFORMING TO
SPECIFICATIONS. WASHERS SHALL BE INSTALLED AS SPECIFIED BELOW
UNLESS NOTED OTHERWISE:
A. ONE HARDENED WASHER UNDER THE PART TURNED.
B. ONE HARDENED WASHER UNDER THE PART IN CONTACT WITH EXISTING
STEEL, REGARDLESS OF WHETHER OR NOT THAT PART IS TURNED.
4. EXISTING STRUCTURE
4.1. VERIFY ALL EXISTING DIMENSIONS AND GEOMETRY IN THE FIELD PRIOR TO
FABRICATION AND ERECTION.
4.2. THE AS-BUILT REFERENCE DRAWINGS OF THE EXISTING STRUCTURE ARE
INCLUDED FOR INFORMATION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR
VERIFYING THE ACTUAL CONDITIONS IN THE FIELD.
5. CONSTRUCTION NOTES
5.1. PERFORM AN INITIAL FIELD SURVEY TO VERIFY ALL EXISTING DIMENSIONS
AFFECTING FABRICATION AND CONSTRUCTION. THIS FIELD SURVEY IS TO BE
SUBMITTED ALONG WITH THE APPROPRIATE SHOP AND CONSTRUCTION
DRAWINGS. SHOP AND CONSTRUCTION DRAWINGS SHALL SHOW DESIGN AND
FIELD DIMENSIONS WHENEVER THEY DIFFER AND ANY CHANGES TO DESIGN
DRAWING DIMENSIONS MUST BE APPROVED BY THE ENGINEER OF RECORD
BEFORE FABRICATION.
5.2. ELEVATIONS ON THE PLANS ARE BASED ON THE PROJECT CONSTRUCTION
DATUM (PCD). PCD ELEVATION - 0.61' = NAVD88 ELEVATION.
5.3. INVESTIGATE AND REMOVE DEBRIS AS NECESSARY FROM IN FRONT OF THE
INTAKE STRUCTURE ACCORDING TO SPECIFICATIONS.
5.4. ALL WELDS MUST BE CONTINUOUS AND SEALED.
5.5. PERFORM NON-DESTRUCTIVE TESTING ON FRACTURE CRITICAL MEMBERS AS
REQUIRED BY THE SPECIFICATIONS.
5.6. TIGHTEN BULKHEAD SHOE NUTS ACCORDING TO SPECIFICATIONS.
5.7. TIGHTEN NUTS ON SIDE SEAL BOLTS AND GUIDE ANCHOR RODS TO SNUG
TIGHT CONDITION.
5.8. BEFORE COMPLETION OF WORK TEST FIT THE BULKHEADS ACCORDING TO
THE SPECIFICATIONS.
5.9. AT THE COMPLETION OF WORK TRANSPORT AND OFFLOAD THE BULKHEADS
INTO A STORAGE AREA DESIGNATED BY THE CONTRACTING OFFICER.
GENERAL NOTES
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WL
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WEST
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UNLESS NOTED OTHERWISE
AutoCAD SHX Text
VERT
AutoCAD SHX Text
VERTICAL
AutoCAD SHX Text
UNO
AutoCAD SHX Text
ABBREVIATIONS
AutoCAD SHX Text
COMPLETE JOINT PENETRATION
AutoCAD SHX Text
CJP
AutoCAD SHX Text
GENERAL STRUCT NOTES
AutoCAD SHX Text
GSN
AutoCAD SHX Text
LENGTH AFTER WELDING
AutoCAD SHX Text
LAW
AutoCAD SHX Text L
AutoCAD SHX Text
VERIFY IN FIELD
AutoCAD SHX Text
VIF
AutoCAD SHX Text
UNDERSIDE
AutoCAD SHX Text U/S
AutoCAD SHX Text
REQUIRED
AutoCAD SHX Text
REQD
AutoCAD SHX Text G
AutoCAD SHX Text
EAST
AutoCAD SHX Text E
AutoCAD SHX Text
DEPRESSION
AutoCAD SHX Text
DEP
AutoCAD SHX Text
REFER TO
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RE:
AutoCAD SHX Text
TBD
AutoCAD SHX Text
TO BE DETERMINED
AutoCAD SHX Text
ABRV
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ABRV
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
ABRV
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
FOOTING
AutoCAD SHX Text
FTG
AutoCAD SHX Text
COORD
AutoCAD SHX Text
COORDINATE
AutoCAD SHX Text (N)
AutoCAD SHX Text
NEW
AutoCAD SHX Text
ABRV
AutoCAD SHX Text
ABBREVIATION
AutoCAD SHX Text
WORKING POINT
AutoCAD SHX Text
WP
AutoCAD SHX Text
HANGER
AutoCAD SHX Text
HGR
AutoCAD SHX Text
HORIZONTAL
AutoCAD SHX Text
HORIZ
AutoCAD SHX Text %%C
AutoCAD SHX Text P
AutoCAD SHX Text L
AutoCAD SHX Text
FRACTURE CRITICAL MEMBER
AutoCAD SHX Text
FCM
AutoCAD SHX Text
GRIND
AutoCAD SHX Text G
AutoCAD SHX Text
MT
AutoCAD SHX Text
MAGNETIC PARTICLE TESTING
AutoCAD SHX Text
ULTRASONIC TESTING
UT
2"
WT 8x22.5
5'-6"
2" D BOLTS 11 SPACES @ 6" = 5'-6"
L T
S
S
P A
C E
2" 8
2" 6"6"
B B
7 SPACES AT 6" = 3'-6"
6'-3"
FCM
FCM
FCM
FCM
FCM
FCM
FCM
2" D HOLES
1'-2
4" 1'-2
4"
FLAP GATE
6'-1"
BOTTOM BULKHEAD
(MAKE 1)
TOP BULKHEAD
(MAKE 1)
TOP VIEW
BOTTOM BULKHEAD
TOP BULKHEAD
2"
2"
F L
O W
SECTION A-A
2" ⅊
S
P A
C E
¼
WT 8x22.5
½" ⅊
¼"
R
½
FCM
T
Y P
MT
2" D HOLES
4"
4"
R
R
5"
C
C
SECTION C-C
CJP
UT
R
8"TYP
1'-6"
R
R1"
R
SECTION B-B
CJP
CJP
UT
CJP @
CORNERS
" x
BEARING BAR
D
D
SECTION D-D
" X
BEARING BAR
2"
4"
2"
" FLANGE ⅊
RUBBER J SEAL
CJP
RUBBER J SEAL
" x
" SEAL BAR
G
G
" SKIN ⅊
" SKIN ⅊
E
SECTION E-E
2"
3/8" ⅊
R
R
4"
E
R
R
" x1" BARS
ALL AROUND
MACHINE SURFACE
" X
" BAR
8"
8"
" D HOLE TYP
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
BALTIMORE DISTRICT
S-101
S U
S Q
U E
H A
N N
A
R
I V
S
I N
T I O
M
M O
M
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
D
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
D
D
E T
A I L
S
S
O
W
P
O R
T
B
U L
K H
E A
D
D
E T
A I L
S d w g
J A
N
D I S
T R
I C
T
P H
I L A
D E
L P
H I A
U S
A
R M
Y
C
O R
E
N G
I N
N E
R S
C D
L C
D L
P W
S D
A N
DOWNSTREAM ELEVATION
UPSTREAM ELEVATION
LIFTING EYE DETAIL
CORNER DETAIL
FLAP GATE DETAIL
RUBBER SEAL DETAIL
S-101
S-101
S-101
S-101
S-501
S-501
NOTES:
1. FABRICATE AND PROVIDE TWO BULKHEADS (ONE
TOP AND ONE BOTTOM).
2. BULKHEADS ARE SYMMETRICAL AROUND THE
CENTERLINE EXCEPT FOR THE TOP BULKHEAD FLAP
GATE WHICH IS ONLY REQUIRED ON ONE SIDE.
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5"
2"
" D BOLTS
4"
4"
A
A
2"
2"
5" 1
4"2
4"
2"
" D BOLTS
B
B
∠6 x 6 x ½
½" ⅊
PROVIDE A STANDARD
16" HOLE IN BOTTOM
WEB OF BULKHEAD.
PROVIDE SLOTTED
16" x 1" HOLES IN
THE GUIDE SHOES.
3"
4"
SECTION A-A
∠5 x 3½ x ½
½" ⅊
PROVIDE A STANDARD
16" HOLE IN BOTTOM
WEB OF BULKHEAD.
PROVIDE SLOTTED
16" x 1" HOLES IN
THE GUIDE SHOES.
4"
2"
SECTION B-B
6"
PEAR SHAPED LINK
CHAIN
SHACKLE
TYP. CONNECTING LINK
Port No. 2
HOIST CHAINS
16'
NOT TO SCALE
26'-4"
36'-8"
47'
Port No. 4
Port No. 3
Port No. 2
Port No. 1
PORT CHAIN
IDENTIFICATION TAG
⅜
" ALLOY
STEEL CHAIN
26'-4"
Flap Gate
" ALLOY
STEEL CHAIN
FLAP GATE CHAIN
NOT TO SCALE
6" 1
4"
" D STAINLESS STEEL BENT HOOK,
EPOXY ANCHOR INTO UPSTREAM
FACE OF BULKHEAD SLOT OPENING.
BULKHEAD SLOT OPENING
CUT OFF EXISTING
DOGGING HOOKS AT
DOWNSTREAM FACE
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
BALTIMORE
S-501
S U
S Q
U E
H A
N N
A
R
I V
S
I N
T I O
G A
H
A M
M O
M
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
D S
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
D
D
E T
A I L
S
S
O
W
P
O R
T
B
U L
K H
E A
D
D
E T
A I L
S d w g
J A
N
D I S
T R
I C
T
P H
I L A
D E
L P
H I A
U S
A
R M
Y
C
O R
E
N G
I N
N E
R S
C D
L C
D L
P W
S D
A N
TOP SHOE DETAIL
BOTTOM SHOE DETAIL
NTS
LIFTING CHAIN DETAIL
NTS
CHAIN HOOK DETAIL
NOTES:
1. TWO SHOES REQUIRED FOR EACH BULKHEAD.
NOTE: PROVIDE FOUR CHAIN HOOKS. INSTALL TWO HOOKS ON THE
UPSTREAM SIDE OF EACH BULKHEAD SLOT OPENING SIMILAR TO THE
EXISTING HOOKS ON THE DOWNSTREAM SIDE.
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PORT NO. 3
PORT NO. 4
PORT NO. 1
PORT NO. 2
EL. 1058.67
EL. 1048.33
A
EL. 1038.0
EL. 1035.0
A
EL. 1069.0
EL. 1090.0
B
B
C
C
EL. 1085.0
INSTALL W12 x 53 GUIDES
EL. 1045.0
SECTION A-A
BULKHEAD SLOT OPENING
AT EL 1090.
BOTTOM BULKHEAD
TOP BULKHEAD
W12 x 53 GUIDE
6'-6"
7'-0"
BOT. CHAIN TO NEW
HOOK ON UPSTREAM
FACE OF SLOT OPENING
INV EL 1058.67
INV EL 1038.0
TOP CHAIN AND FLAP
GATE CHAIN TO NEW
CHAIN HOOK ON
UPSTREAM FACE OF
SLOT OPENING
SECTION B-B SECTION C-C
BULKHEAD SLOT OPENING
W12 x 53
GUIDE
¾" DIA. EPOXY ANCHOR
9"
⅝" ⅊ TYP
TOP
BULKHEAD
TOP PORT OPENING
(E) INTAKE STRUCTURE CONCRETE
" STIFFENER
4"
4"
DD
¾" DIA. EPOXY ANCHOR
⅝" ⅊ TYP
BOTTOM
BULKHEAD
4"
BTM PORT OPENING
(E) INTAKE STRUCTURE CONCRETE
PROVIDE
" STIFFENERS
AT 5' SPACING
EE
9"
M
I N
PROVIDE
" D EPOXY ANCHORS
EVERY 5' VERTICALLY EXCEPT
AS SHOWN ON SHEET S-502
DETAILS 3 AND 4
R
R
SECTION E-E
2"
CUT OFF FLANGES OF W12x53 IN SHOP
TO MAKE GUIDE CHANNEL SHAPE.
4"
16" TYP
STIFFENER
BOTTOM STOP
PROVIDE
" D EPOXY ANCHORS
EVERY 5' VERTICALLY EXCEPT
AS SHOWN ON SHEET S-502
DETAILS 3 AND 4
R
R
SECTION D-D
2"
CUT OFF FLANGES OF W12x53 IN SHOP
TO MAKE GUIDE CHANNEL SHAPE.
4"
16" TYP
STIFFENER
TOP STOP
CJP
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
BALTIMORE DISTRICT
S-502
S U
S Q
U E
H A
N N
A
R
I V
S
I N
T I O
M
M O
M
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
D
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
I D
E
S
L O
T
S
O
W
P
O R
T
B
U L
K H
E A
I D
E
S
L O
T d w g
J A
N
C D
L C
D L
P W
S D
A N
NTS
INSTALLATION DIAGRAM
TOP STOP DETAIL
BOTTOM STOP DETAIL
NTS
INTAKE ELEVATION
NOTES:
1. NORMAL LAKE ELEVATION IS 1081.0 FEET. REFER TO
SPECIFICATIONS REGARDING LAKE ELEVATION CHANGES.
2. UNDERWATER CONSTRUCTION WILL BE LIMITED BY DAM WATER
CONTROL OPERATIONS. REFER TO SPECIFICATIONS FOR DETAILS.
3. PAINT GUIDES ACCORDING TO SPECIFICATIONS.
4. GUIDE CHANNELS MUST BE CONTINUOUS. FIELD SPLICING IS NOT
PERMITTED.
5. USE OF SLOTTED HOLES ON GUIDES IS PERMITTED TO ALLOW FOR
VERTICAL ADJUSTMENT ON ANCHOR BOLTS.
6. USE STAINLESS STEEL THREADED ROD, NUTS, AND WASHERS WITH
AN EPOXY ADHESIVE SUITABLE FOR UNDERWATER APPLICATION IN
CONCRETE SUBSTRATE FOR ANCHORAGE.
7. GUIDE CHANNEL STOPS ARE REQUIRED ON BOTH SIDES FOR EACH
ELEVATION.
8. TEST FIT THE NEW BULKHEADS AS REQUIRED BY THE
SPECIFICATIONS.
S-502
S-502
INSTALLATION PROCEDURE:
1. THE LOW FLOW PORT BULKHEADS ARE DESIGNED TO BE INSTALLED AT THE SAME TIME AND
PROVIDE SIMULTANEOUS CLOSURE TO EITHER PORTS 1 AND 3 OR 2 AND 4. THE TOP
DESIGNATED BULKHEAD WILL BE USED FOR EITHER PORT 3 OR 4 WHILE THE BOTTOM
DESIGNATED BULKHEAD WILL BE USED FOR EITHER PORT 1 OR 2.
2. EACH BULKHEAD WILL BE LOWERED INTO THE SLOT USING A MOBILE CRANE AND THE LIFTING
CHAIN WITH THE TAG CORRESPONDING TO THE DESIRED PORT TO CLOSE. ALL PORT GATES
AND THE LOW FLOW QUALITY CONTROL (QC) GATE MUST BE CLOSED AND THE WATER LEVEL IN
THE WET WELL MUST MATCH THE LAKE ELEVATION TO INSTALL THE BULKHEADS. THE
GOVERNMENT WILL BE RESPONSIBLE FOR OPERATING THE PORT GATES AND QC GATES DURING
ALL BULKHEAD INSTALLATION AND REMOVAL PROCEDURES.
3. THE W12x53 GUIDES WILL HAVE A TOP STOP THAT THE BOTTOM BULKHEAD CAN PASS
BECAUSE OF NARROWER SHOES. THE TOP BULKHEAD WILL STOP BECAUSE OF WIDER SHOES.
THE BOTTOM STOP WILL BE WIDE ENOUGH TO STOP THE BOTTOM BULKHEAD.
4. AFTER PLACING THE BOTTOM BULKHEAD UNHOOK THE LIFTING CHAIN FROM THE CRANE AND
HANG IT FROM THE PEAR SHAPED LINK ON ONE OF THE NEW HOOKS ON THE UPSTREAM SIDE OF
THE SLOT OPENING. THE CHAINS ARE LONG ENOUGH TO SLACK AND SWING AWAY FROM THE
INTAKE TOWER FACE SO THEY WILL NOT INTERFERE WITH THE TOP BUKLHEAD. WITH THE
BOTTOM CHAIN HANGING OUT OF THE WAY USE THE CRANE TO INSTALL THE TOP BULKHEAD.
HANG THE TOP BULKHEAD LIFTING CHAIN AND THE FLAP GATE CHAIN FROM THE OTHER NEW
HOOK.
5. ONCE BOTH BULKHEADS ARE IN POSITION OPEN THE PORT GATES AND THE QC GATE TO
DEWATER THE WET WELL.
6. TO REMOVE THE BULKHEADS PULL THE FLAP GATE CHAIN UNTIL THE FLAP GATE IS FULLY
OPEN AND TIE IT OFF SO THAT WATER PASSES THROUGH THE TOP BULKHEAD AND REWATERS
THE WET WELL. THE QC GATE MUST BE CLOSED AND THE PORT GATES OPEN TO REWATER THE
WET WELL.
7. ONCE THE WET WELL IS REWATERED THE BULKHEADS MAY BE REMOVED ONE AT A TIME
USING THE CRANE.
S-501
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AA
A
MEASURE
FLATNESS AT
THE BEARING
BAR. LEFT SIDE
AND RIGHT SIDE.
MEASURE
FLATNESS AT
THE BEARING
BAR. TOP SIDE
AND BOTTOM
SIDE.
FRONT ELEVATION
SIDE ELEVATION
TOP VIEW
D
C
A
B
1 2 3 4 5
1 2 3 4 5
US Army Corps of Engineers
D A
T E
S O
L I C
I T
A T
I O
N
N
U M
B E
R
F I
M
E
M A
R K
D W
G
S
I Z
E
C O
N T
R A
M
B E
R
SHEET NUMBER
B Y
D E
S C
R I P
T I O
N A
C T
I O
N x
A
N S
I
D
I S
S U
E S
U B
M I T
T A
L
D
A T
E
U S
A
R M
Y
C
O R
E
N G
I N
E E
R S
D W
N
B
Y
R E
V I E
W E
D
B
Y
D E
S
B
Y
P L O
T
S
C A
L E
C K
D
B
Y
BALTIMORE
S-503
S U
S Q
U E
H A
N N
A
R
I V
S
I N
T I O
G A
H
A M
M O
M
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
D S
L O
W
F
L O
W
P
O R
T
B
U L
K H
E A
D
F
A B
R I C
A T
I O
N
S
H O
P
T
O L
E R
A N
C E
S
S
O
W
P
O R
T
B
U L
K H
E A
D
F
A B
R I C
A T
I O
N
S
H O
P
T
O L E
R A
N C
E S d w g
J A
N
D I S
T R
I C
T
P H
I L A
D E
L P
H I A
U S
A
R M
Y
C
O R
E
N G
I N
N E
R S
C D
L C
D L
P W
S D
A N
NTS
LOW PORT BULKHEAD FABRICATION TOLERANCES
NOTES:
1. DATUMS AND TOLERANCES
ARE TYPICAL TO ALL SHEETS.
2. MEASURE TOLERANCES
WITH THE BULKHEAD IN THE
VERTICAL (INSTALLED)
POSITION.
3. MEASURE TOLERANCES
ONCE BEFORE PAINTING, AND
ONCE BEFORE TEST FITTING
ON SITE.
4. RECORD MEASUREMENTS IN
CRITICAL DIMENSION TABLE.
CRITICAL DIMENSION TABLE - PRE-PAINTING
CRITICAL DIMENSION TABLE - PRE-TEST FIT
AutoCAD SHX Text 0.125
AutoCAD SHX Text 0.125
AutoCAD SHX Text 0.063
AutoCAD SHX Text 0.063
AutoCAD SHX Text 0.125
AutoCAD SHX Text
TOP BULKHEAD
AutoCAD SHX Text
BOTTOM BULKHEAD
AutoCAD SHX Text
LEFT SKEW
AutoCAD SHX Text
RIGHT SKEW
AutoCAD SHX Text
TOP SKEW
AutoCAD SHX Text
VERTICAL FLATNESS LEFT
AutoCAD SHX Text
VERTICAL FLATNESS RIGHT
AutoCAD SHX Text
HORIZONTAL FLATNESS TOP
AutoCAD SHX Text
HORIZONTAL FLATNESS BOTTOM
AutoCAD SHX Text
TOP BULKHEAD
AutoCAD SHX Text
BOTTOM BULKHEAD
AutoCAD SHX Text
LEFT SKEW
AutoCAD SHX Text
RIGHT SKEW
AutoCAD SHX Text
TOP SKEW
AutoCAD SHX Text
VERTICAL FLATNESS LEFT
AutoCAD SHX Text
VERTICAL FLATNESS RIGHT
AutoCAD SHX Text
HORIZONTAL FLATNESS TOP
HORIZONTAL FLATNESS BOTTOM
Reference Drawing Only Not For Construction
| 100%DWGS_TH_Bulkhead_1-18-19 |
| Sheets and Views |
| G-001 COVER SHEET |
| LOCATION MAP(2) |
| G-002 WORK AREA ACCESS PLAN |
| EXPANDED VIEW |
| WORK AREA ACCESS PLAN |
| AREA VIEW |
| G-003 SITE PHOTOS |
| S-001 GENERAL INFORMATION SHEET |
| S-101 LOW FLOW PORT BULKHEAD DETAILS |
| DOWNSTREAM ELEVATION |
| UPSTREAM ELEVATION |
| TOP VIEW |
| SECTION A |
| LIFTING EYE DETAIL |
| S-101 SECTION B |
| CORNER DETAIL |
| FLAP GATE DETAIL |
| J SEAL DETAIL |
| S-501 LOW FLOW PORT BULKHEAD DETAILS |
| TOP SHOE DETAIL |
| BOTTOM SHOE DETAIL |
| TOP BULKHEAD SHOE |
| BOTTOM BULKHEAD SHOE |
| LIFTING CHAIN DETAIL |
| CHAIN HOOK DETAIL |
| S-502 LOW FLOW PORT BULKHEADS GUIDE SLOT |
| INTAKE ELEVATION |
| S-502 SECTION A-A |
| INSTALLATION DIAGRAM |
| S-502 SECTION BC |
| TOP STOP DETAIL |
| BOTTOM STOP DETAIL |
| S-502 SECTION D |
| S-502 SECTION E |
| S-503 LOW FLOW PORT BULKHEAD FABRICATION SHOP TOLERANCES |
| LOW PORT BULKHEAD FABRICATION TOLERANCES |
Tioga Hammond Port Bulkhead As-builts
File details come from the government source that posted it. Updated .