AL17GR_RTA_Set_Volume_I.pdf
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Text version
FY: 2017
of Engineers
US Army Corps
Tulsa District
SOLICITATION # W912BV-17-R-0006
CONTRACT # W912BV-17-C-XXXX
ARCADIA LAKE
ARKANSAS RIVER WATERSHED
GATES REHABILITATION
SERVICE & EMERGENCY
OKLAHOMA COUNTY, OK
18 JULY 2017
SHEET ID
A
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E
SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE
DRAWINGS IN THE SET AS INDEXED. THE INITIALS OR SIGNATURES AND REGISTRATION
SIGNATURES AFFIXED INDICATE OFFICIAL RECOMMENDATIONS AND APPROVAL OF ALL
THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT ARMY CORPS OF ENGINEERS.
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CHIEF, ENGINEERING & CONSTRUCTION DIVISION
WADE ANDERSON, P.E.
APPROVED BY:
S E
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M E
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C Y G
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ACTING CHIEF, ENGINEERING BRANCH
DAVID BLACKMORE, P.E.
REVIEWED BY:
G-101
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D E
M G
E N
E R
A L N
O T
E S I
N D
E X T
O D
R A
W
IN
G S
GENERAL NOTES
ABBREVIATIONS
B.C. - BOLT CENTER
W.P. - WORKING POINT
UT - ULTRASONIC INSPECTION
MT- MAGNETIC PARTICAL INSPECTION
VT - VISUAL INSPECTION
FCW - FRACTURE CRITICAL WELD
FCM - FRACTURE CRITICAL MEMBER
R - RADIUS
DIA. - DIAMETER
PL - PLATE
LG. - LONG
CL - CENTERLINE
TO DE-GRADE OR SUBSEQUENTLY RUST SHALL BE REGROUND, BLASTED, AND REPAINTED AT NO ADDITIONAL COST TO THE GOVERNMENT.
SHARP EDGES AND ALLOW PROPER BLASTING AND PAINTING. IMPROPERLY OR INSUFFICIENTLY PREPARED SURFACES THAT ALLOW THE NEW PAINT
SURFACE DISCONTINUITIES WITH OVERHANGING, SHARP, OR OTHERWISE CONFIGURED EDGES SHALL BE GROUND TO REMOVE THE OVERHANGS AND
CONFIGURED EDGES THAT WILL PREVENT AREAS FROM BEING PROPERLY BLASTED AND COVERED BY PAINT. BEFORE BLASTING AND PAINTING, SUCH
6. ALL SURFACE DISCONTINUITIES, REGARDLESS OF DEPTH, SHALL BE CAREFULLY EXAMINED FOR OVERHANGING, SHARP, OR OTHERWISE
CONTRACTOR SHALL FIELD TAP HOLES AS REQUIRED TO ACHIEVE PROPER FIT WITH COATED FASTENERS.
5. FOR COATED FASTENERS; FOLLOW COATING MANUFACTURER’S RECOMMENDATIONS AND PRACTICES FOR INSTALLATION AND REPAIRS.
4. COATING SYSTEM SHALL CURE A MINIMUM OF 144 HOURS.
3. CONTRACTOR SHALL COORDINATE ACCESS AND STORAGE LOCATIONS WITH THE CONTRACTING OFFICER.
2. BILL OF MATERIALS IS FOR INFORMATION ONLY AND IS NOT A SUBSTITUTE FOR CONTRACTOR DEVELOPED SHOP DRAWING BILL OF MATERIALS.
1. REFERENCE AS-BUILT DRAWINGS ARE FOR INFORMATION ONLY AND SHALL NOT BE CONSIDERED SUBSTITUTE FOR FIELD VERIFICATION.
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ENID
ELK CITY
LAWTON
ADA
OKLAHOMA
CITY
TULSA
EDMOND
ARDMORE
McALESTER
HENRYETTA MUSKOGEE40
N
STAGING AREA - 2
CONTRACTOR
STAGING AREA - 1
CONTRACTOR
ACCESS
NO
TOWER
GATE
PROJECT LOCATION
ACCESS GATE
OUTLET WORKS
ROAD
ACCESS
VICINITY MAP
PROJECT LOCATION MAP SITE MAP - TOWER ACCESS - STAGING AREAS
GOVERNMENT USE AND ACCESS AT ANY TIME.
1. SERVICE BRIDGE SHALL REMAIN CLEAR OF CONTRACTOR MATERIALS AND AVAILABLE FOR
NOTE:
G-102
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ARCADIA LAKE, OK
SHEET SCALE : NO SCALE
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SHEET SCALE: NO SCALE
PLAN - EL. 972.0 FT
F L
O W
SUMP PIT
VALVE; TYP.
EQUALIZATION
RESERVOIR
HYDRAULIC FLUID
TYP.
OPERATOR;
LOW FLOW
TYP.
JUNCTION BOX;
ELECTRICAL
ELEVATOR
M-102
M-100
C
M-104
E
M-103
B
D
G
F
OPERATOR & BONNET
EMERGENCY GATE NO. 2
OPERATOR & BONNET
SERVICE GATE NO. 2
OPERATOR & BONNET
EMERGENCY GATE NO. 1
OPERATOR & BONNET
SERVICE GATE NO. 1
M-101
A
COVER; TYP.
MANHOLE
PIPE
VENTILATION
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N T O
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SUPPORTS PER SPECIFICATIONS
ACCESS STAIRS; CLEAN AND PAINT
M-100
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SHEET SCALE: NO SCALE
HEX HEAD CAP SCREW
" 2
(6) 3/4-10UNC-2A x 1
GATE STEM
INDICATOR ROD
GATE STEM
INDICATOR ROD
GATE BONNET COVER
TYPICAL SERVICE AND EMERGENCY
M-501
1M-501
GASKET
BONNET COVER
GASKET
BONNET COVER
M-101
R E
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D E
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SCREWS
LG. HEX HEAD CAP
" 2
" x 116
EACH WITH (6)
PACKING GLANDS,
UPPER & LOWER
SCREWS
LG. HEX HEAD CAP
" 2
" x 116
EACH WITH (6)
PACKING GLANDS,
UPPER & LOWER
SCREWS
LG. HEX HEAD CAP
" 4
" x 116
GLAND WITH (6)
GAGE ROD PACKING
SCREWS
LG. HEX HEAD CAP
" 4
" x 116
GLAND WITH (6)
GAGE ROD PACKING
HEX SOCKET HEAD CAP SCREWS
" LG. 4
" x 116
SCRAPER SEAL WITH (6)
GATE STEM WIPER GLAND & WIPER
HEX SOCKET HEAD CAP SCREWS
" LG. 4
" x 116
SCRAPER SEAL WITH (6)
GATE STEM WIPER GLAND & WIPER
1"-8UN-2A
COVER STUDS
(22) BONNET
1"-8UN-2A
COVER STUDS,
(22) BONNET
M-502
CAP SCREWS
HEX SOCKET HEAD
" LG. 4
" x 116
WITH (6)
UPPER SEAT GLAND
CAP SCREWS
HEX SOCKET HEAD
" LG. 4
" x 116
WITH (6)
UPPER SEAT GLAND
"-8UN-2A HEX HEAD2
(20) CYLINDER BOLTS,
3 3
STYLE 432
CHEVRON PACKING
4 RINGS GARLOCK
1 2
"-8UN-2A HEX HEAD2
(20) CYLINDER BOLTS,
"-8UN-2A HEX HEAD2
(20) CYLINDER BOLTS,
"-8UN-2A HEX HEAD2
(20) CYLINDER BOLTS,
SECTION - HYDRAULICALLY OPERATED SERVICE GATE SYSTEMSECTION - HYDRAULICALLY OPERATED EMERGENCY GATE SYSTEM
GLAND FLANGE.
SOCKET HEX HEAD CAP SCREWS TO BE FULLY RECESSED WITHIN
COVER; FIELD VERIFY FASTERN LENGTH PRIOR TO PROCUREMENT.
"-8UN-2B PER BONNET 2
FOUR LOCATIONS WITH TAPPED HOLES 1
LENGTHS AS THOSE VERIFIED.
FIELD VERIFY LENGTHS AND PROCURE BOLTS AND STUDS OF SAME
MECHANICAL KEY NOTES:
SEAL
HOUSING FACE O-RING
LATCHING STUD
SEAL
CYLINDER FACE O-RING SEAL
CYLINDER FACE O-RING
SEAL
CYLINDER FACE O-RING
SEAL
CYLINDER FACE O-RING
RINGS
PACKING RINGS; 4
GATE STEM CHEVRON
3 RINGS
RINGS;
PACKING
CHEVRON
GATE STEM
RINGS; 3 RINGS
CHEVRON PACKING
INDICATOR ROD
RINGS; 3 RINGS
CHEVRON PACKING
INDICATOR ROD
3 RINGS
RINGS;
PACKING
CHEVRON
GATE STEM
"-12UNC HEX HEAD2
(20) CYLINDER BOLTS,
APPROVED EQUAL
THREAD SEALANT OR
"LOCTITE 545" HYDRAULIC
SEAL THREADS WITH
APPROVED EQUAL
THREAD SEALANT OR
"LOCTITE 545" HYDRAULIC
SEAL THREADS WITH
PISTON RIDER RING
(4) PISTON SEAL RINGS
PISTON RIDER RING
(4) PISTON SEAL RINGS
OFFICER.
HYDRAULIC EQUIPMENT IN THE PRESENCE OF THE CONTRACTING
6. INSPECTION OF EACH PISTON REQUIRED UPON DISASSEMBLY OF
BACK UP RING.
5. HYDRAULIC CYLINDER O-RINGS SHALL BE INSTALLED WITH ONE
PAINTING REQUIREMENTS.
R-121. SEE SPECIFICATIONS FOR SURFACE PREPARATION AND
4. PAINT ENTIRE BONNET COVER. REFERENCE CONTRACT DRAWING
BE REQUIRED TO ACHIEVE PROPER FIT.
EQUAL) COATED. FIELD TAPPING OF COMPONENTS TO REMAIN MAY
3. ALL REPLACEMENT FASTENERS SHALL BE XLAN (OR APPROVED
DETAILS PROVIDED.
2. CONTRACTOR SHALL REPLACE COMPONENTS NOTED IN THE
REPLACMENET PARTS PRIOR TO FABRICATION OR PROCUREMENT.
1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS FOR ALL
M-101 SHEET NOTES:
T Y
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A L B
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D TYPICAL EQUALIZATION VALVE
TYPICAL MANHOLE COVER
6" DIA. EQUALIZATION LINE (NOTE 1)
SHEET SCALE: NO SCALE
CHECKERED SURFACE
3'-5" DIA. MANHOLE COVER;
M-102
1 MANHOLE COVER DETAIL
NOTE 2
VALVE OPERATION (DO NOT OVER-TIGHTEN).
WATER-TIGHT SEAL; MAINTAIN FUNCTION OF
TENSION BOLTS TO ADJUST PACKING FOR
EQUALIZATION VALVE PACKING; CAREFULLY
M-102
R E
H A
B
IL
IT
A T
IO
N I I
O U
T L E
T W
O R
K S E
Q U
IP
M E
N T
R V
F
R V
F
D E
M
EQUAL; TORQUE = SNUG TIGHT
COAT WITH XLAN 1070 OR APPROVED
" LG. HEX HEAD; ASTM A307 GRADE A; 2
x 1
"-10UNC-2A 4
(8) MANHOLE COVER BOLTS;
REQUIREMENTS.
SPECIFICATION SECTION 09 90 00 FOR SURFACE PREPARATION AND PAINTING
2. REMOVE AND PAINT ALL SURFACES OF MANHOLE COVER. SEE
1. REFERENCE R-120 FOR MANHOLE COVER DETAILS.
NOTE:
09 90 00 FOR SURFACE PREPARATION AND PAINTING REQUIREMENTS.
1. CLEAN AND PAINT ALL FERROUS SURFACES. SEE SPECIFICATION SECTION
NOTE:
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L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
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Y
J
U L
Y
B HYDRAULIC FLUID RESERVOIR
C6 X 8.2 X 4'-6" (NOTE 2)HYDRAULIC FLUID RESERVOIR (NOTE 2)
1. REFERENCE R-130 FOR HYDRAULIC RESERVOIR DETAILS.
NOTE:
M-103
SHEET SCALE: NO SCALE
4'-6"
4" 6"
C
C6 X 8.2; TYP.
RESERVOIR SUPPORT MODIFICATION
ELEVATION - HYDRAULIC FLUID
M-103
1 CONNECTION DETAIL
RESERVOIR
HYDRAULIC FLUID
C6 X 8.2
C6 X 8.2 (NOTE 2)
HOLES
L OF 11/16" RESERVOIR
HYDRAULIC FLUID
HYDRAULIC FLUID RESERVOIR SUPPORT CHANNEL DETAIL
M-103
R E
H A
B
IL
IT
A T
IO
N I
II
O U
T L E
T W
O R
K S E
Q U
IP
M E
N T
R V
F
R V
F
D E
M
WITH FLAT WASHER
LONG HEX HEAD
" 2
5/8"-11UNC-2A x 2
WASHER
SPLIT LOCK
HEX NUT WITH
5/8"-11UNC-2B
1070 OR APPROVED EQUAL.
1. COAT BOLTS, WASHERS, AND NUTS WITH XLAN
NOTES:
N O
T E
END; APPROX. 8" DIA.
ACCESS PORT; ONE EACH
3. HYDRAULIC FLUID RESERVOIR SHALL BE CONSIDERED A CONFINED SPACE; SEE SPECIFICATIONS.
2. PAINT ALL SUPPORT CHANNELS PER SPECIFICATION SECTION 09 90 00.
1. REFERENCE R-130 FOR HYDRAULIC FLUID RESERVOIR DETAILS.
NOTE:
(BEARING FIT) OF CHANNEL AND HYDRAULIC FLUID RESERVOIR.
3. CONTRACTOR SHALL FIELD VERIFY CHANNEL HEIGHT AND MILL TOP FOR CONTINUOUS CONTACT
REQUIREMENTS.
2. SEE SPECIFICATION SECTION 09 90 00 FOR SURFACE PREPARATION AND PAINTING
1. C6 X 8.2 SUPPORT CHANNEL SHALL BE ASTM A36. TWO REQUIRED.
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C H
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H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
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A
O K
L A
H O
M A
S s t E
A V
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A D
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U .S
A R
M Y C
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P S O
F E
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IN
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IN
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N S
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D A
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P L
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M E
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A B
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IT
A T
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N
A R
C A
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IA
L
A K
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O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
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S H
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P L
O T D
A T
E
J
U L
Y
J
U L
Y
TYPICAL LOW FLOW OPERATOR VENTILATION PIPE
ELECTRICAL JUNCTION BOXES
SHEET SCALE: NO SCALE
NOTE 2
JUNCTION BOXES;
(4) NEMA 3R
FLOOR EL. 972.0 FT
(NOTE 3)
PIPE BRACKET
NOTE 2
M-104
R E
H A
B
IL
IT
A T
IO
N I
V
O U
T L E
T W
O R
K S E
Q U
IP
M E
N T
R V
F
R V
F
D E
M
FOR SURFACE PREPARATION AND PAINTING REQUIREMENTS.
BONNET COVER BASE PLATE AND ACCESS HATCH. SEE SPECIFICATION SECTION 09 90 00
1. PAINT EXPOSED SURFACES OF LOW FLOW BONNET COVER AND ALL EXPOSED FACES OF
NOTE:
PLATE (NOTE 1)
BONNET COVER BASE
(NOTE 1)
ACCESS HATCH
SCREW (EACH SIDE).
DIMENSIONS PRIOR TO REPLACEMENT. SECURE BRACKET TO FLOOR WITH COATED MASONRY
3. REPLACE PIPE BRACKET; ONE LOCATION. CONTRACTOR SHALL FIELD VERIFY PIPE BRACKET
09 90 00 FOR SURFACE PREPARATION AND PAINTING REQUIREMENTS.
1. CLEAN AND PAINT PIPING BELOW EL. 978.0 FT (APPROX. 15 LF)SEE SPECIFICATION SECTION
NOTE:
SCREWS.
CONDUIT RE-INSTALLATION. ATTACH NEW JUNCTION BOXES WITH COATED MASONRY
PRIOR TO REPLACEMENT. REMOVE ONLY THOSE "KNOCK-OUTS" NECESSARY FOR
2. REPLACE (4) JUNCTION BOXES. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS
1. REFERENCE R-132 FOR ELECTRICAL PLANS AND LEGENDS.
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IV
IL
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T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A D
IS
T R
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T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
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G
IN
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R
IN
G B
R A
N C
H
C O
N S
T R
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T
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N D
IV
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IO
N
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IN
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IN
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T E
D B
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D B
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D R
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N B
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D E
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D B
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D A
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S O
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A T
IO
N N
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F
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A M
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P L
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C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
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M E
R G
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C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
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N S
A S R
IV
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J
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J
U L
Y
"8
9'-5
AROUND
" FILLET ALL 16
2 INDICATOR ROD DETAIL
AFTER PLATING
DIMENSIONS SHOWN
MINIMUM THICKNESS;
ASSEMBLY TO 0.003"
HARD CHROM PLATE
125 4 /4
ON 3" B.C.
" DIA. HOLES 16
304 SS
4"6"4"
1 3/4 "
.0
.0
.8
.8
8" 8" 4"
3"-12UN-2A
ALL AROUND
" CHAMFER 8
ALL AROUND
" CHAMFER 8
STEMS ONLY)
DEEP (EMERGENCY GATE
"-8UN-2B x 4" 4
DRILL & TAP 1
"4
11'-1
"4
12'-9
1/4 "
1 SERVICE AND EMERGENCY GATE STEM
M-501
D
M-501
D ADJUSTING SCREW DETAIL
FOR STEM NUT
"-12UN-2A; 4
M-501
A
M-501
A
BONNET COVER GASKET DETAIL
SHOWN AFTER PLATING
THICKNESS; DIMENSIONS
0.003" MINIMUM
HARD CHROM PLATE TO
M-501
M E
C H
A N
IC
A L D
E T
A
IL
S I
R V
F
R V
F
D E
M
.5
.2
CHAMFER
" x 30° 16
" DEEP4
"-10UNC-3B x 14
DRILL & TAP
STEM NUT
2" 1" 1"
4"
SHOWN
FOR SET SCREW; 4 PLACES AS
"-16 UNC 8
DRILL THRU AND TAP
8 PLACES
EQUALLY SPACED;
" DEEP; 2
" x 16
"-12UN-2B4
B C
C
SECTION B-B SECTION C-C
B
4'-7"
/2
/2
5 1/2 "7 EQ SPA @ 6" = 3'-6"5 1/2 "1"
R 1" (TYP.)
R 1" (TYP.)
MECHANICAL DETAILS KEY NOTES:
TO FABRICATION OF BONNET COVER GASKET.
CONTRACTOR SHALL FIELD VERIFY BONNET DIMENSIONS AND STUD LOCATIONS PRIOR
MECHANICAL DETAILS SHEET NOTES:
SHEET SCALE : NO SCALE
H O
L D S
Q U
A R
E N
E C
E S
S A
R Y T
O
C H
IN
E I
NUT
" LOCK 4
3 BLOCK
POINTER
" HEX ROD8
ROD
INDICATOR
2" (TYP.)
PL 3/8"
(RIGHT-HAND THREADS)
"-10UNC-3A X 5" LONG 4
(LEFT-HAND THREADS)
"-10UNC-3A X 5" LONG 4
2. STAINLESS WELDING SHALL BE IN ACCORDANCE WITH AWS D1.6/D1.6M.
1. ALL CHAMFERS ARE 45° UNLESS NOTED OTHERWISE.
UPON THE DIRECTION OF THE ACO.
PROVIDE ONE (1) SPARE BONNET GASKET FOR USE IN COVERING BONNET OPENING
" DIA. HOLES; TYP.8
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N S
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T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
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T U
L S
A D
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T R
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U .S
A R
M Y C
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P S O
F E
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IN
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IN
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D R
A W
N B
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D E
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N E
D B
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D A
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S O
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N N
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P L
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C A
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A S S
H O
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C T N
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M E
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C Y G
A T
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A B
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IT
A T
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N
A R
C A
D
IA
L
A K
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L A
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M A C
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L A
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M A
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K A
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IV
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J
U L
Y
J
U L
Y
8UPPER SEAT GLAND WIPER GLAND UPPER PACKING GLAND LOWER PACKING GLAND
4 GAGE ROD PACKING GLAND
M-502
M E
C H
A N
IC
A L D
E T
A
IL
S I I
R V
F
R V
F
D E
M
GATE LEAF TOP SECTION
SECTION - DSECTION - C SECTION - E SECTION - F
3.260"
3.255"
3.995"
4.000"
/2
/4
6" DIA.
5" B.C.
6" DIA.
5" B.C.
3.877"
3.875" 1 /2
/4
/6
3.260"
4.000"
3.995"
3.255"
6" DIA.
5" B.C.
3.260"
3.255"
4.000"
3.995" /2
/1
" 6
6" DIA.
5" B.C.
3.260"
3.255" 1 /2
4.000"
3.995"
/1
HOLES EQ SPA
" DRILL THRU; (6) 64
(6) LOCATIONS
"; 32
COUNTERBORE
(6) LOCATIONS
"; 32
COUNTERBORE
HOLES EQ SPA
" DRILL THRU; (6) 64
HOLES EQ SPA
" DRILL THRU; (6) 64
HOLES EQ SPA
" DRILL THRU; (6) 64
HOLES EQ SPA
" DRILL THRU; (6) 64
.0
.9
B .C
D
IA
1/2 "
1 1/8 "
" B.C.2
EQ SPA ON 4
" DRILL THRU; (6) HOLES 64
D
IA
° 3 .2
.2
0.185"
0.175"
L GATE STEMC
SECTION B-B
NO. 2-236 N0304-70
O-RING SEAL, PARKER
SEAL FLANGE
GATE STEM
HEX HEAD CAP SCREWS
" LG. 4
"-18UNC-2A 116
(6)
GATE LEAF
GATE STEM
M-502
A GATE STEM SEAL FLANGE
M-502
A
WHERE NOTED OTHERWISE.
1. 125 RMS SURFACE FINISH ALL SURFACES EXCEPT
1/2 "
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IV
IL
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N S
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T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A D
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T R
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M Y C
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P S O
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IT
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M A
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K A
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IV
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S H
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P L
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J
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Y
J
U L
Y
M-503
M E
C H
A N
IC
A L D
E T
A
IL
S I
II
R V
F
R V
F
C B
S
L GATE STEMC
FORGED EYEBOLT
LIFTING DEVICE COUPLER
GATE STEM
GATE STEM LIFTING DEVICE - ASSEMBLY
" CHAMFER; TYP.4
M-503
CL EYEBOLT
LIFTING DEVICE COUPLER DETAILS
6" DIA.
SET SCREW
SET SCREW; 2 PLACES AS SHOWN
"-16 UNC FOR 8
DRILL THRU AND TAP
DEEP; 3"-12UN-2B
DRILL AND TAP 6"
UNC-2B2
DEEP; 2"-4
" 4
DRILL AND TAP 4
SERIAL NUMBER
LIFTER TOTAL WEIGHT (LB)
ASME BTH-1 DESIGN CATEGORY
ASME BTH-1 SERVICE CLASS
MANUFACTURER'S NAME & ADDRESS
MODEL NUMBER
A
LIFTING DEVICE REQUIRED IDENTIFICATION
SHEET SCALE : NO SCALE
MECHANICAL DETAILS KEY NOTES:
MECHANICAL DETAILS SHEET NOTES:
* AFTER FABRICATION AND ASSEMBLY OF ALL COMPONENTS, CONTRACTOR SHALL WEIGH THE LIFTER AND RECORD THE WEIGHT (+/- 2 LB).
CL COUPLER
EYEBOLT MANUFACTURER'S NAME SHALL BE FORGED IN RAISED LETTERS ON THE EYEBOLT.
PRIOR TO INSTALLATION OF SET SCREWS.
SHOULDER OF EYEBOLT SHALL BE IN FULL CONTACT WITH LIFTING DEVICE COUPLER (FULLY SEATED)
ARC-GSLD-001
RATED LOAD (LB) 15,000 LB
ARC SG/EM GATE STEM LIFT DEVICE
MARKING REQUIREMENTS.
DRAWING SUBMISSION. REFERENCE SPECIFICATION SECTION 35 20 00 FOR PROOF LOAD TESTING AND
2. CONTRACTOR SHALL UPDATE "LIFTING DEVICE REQUIRED IDENTIFICATION" TABLE PRIOR TO AS-BUILT
1. SEE SPECIFICATIONS FOR FORGED EYEBOLT REQUIREMENTS.
M-503
B
M-503
A SECTION
SECTION
1'-3"
5 1/2 " 5 1/2 "2" 2"
/2
E
Q S
P A
/2
"2
PL
HOLES; TYP.
" DIA. 8
HANDLE; TYP.
3/4" DIA. LIFT
"4
R 2
5 "
TYP.
BONNET COVER SEAL PLATE DETAILS
LIFT HANDLE DETAILSSEAL PLATE DETAILS
CONTRACT PROPOSAL SCHEDULE).
OF THE ACO UNDER THE APPLICABLE OPTIONAL BID ITEM (REFERENCE
4. ATTACHEMENT OF PLATE AND GASKET SHALL BE DONE AT THE DIRECTION
AFTER DISASSEMBLY FOR USE IN ATTACHMENT OF PLATE AND GASKET.
3. RETAIN A SUFFICIENT NUMBER OF BONNET COVER STUDS AND NUTS
2. STEEL PLATE AND LIFT HANDLE SHALL BE ASTM A572 GR. 50.
REQUIRED IS A SPARE AND SHALL NOT BE USED IN THE REHABILITATION.
(BASE BID). SEE M-501 FOR BONNET COVER GASKET DETAILS. GASKET
1. PROVIDE ONE (1) STEEL PLATE AND ONE (1) BONNET COVER GASKET
A
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B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A D
IS
T R
IC
T
U .S
A R
M Y C
O R
P S O
F E
N G
IN
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IN
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R
IN
G B
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N C
H
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N S
T R
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T
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IN
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D B
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D B
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D R
A W
N B
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D E
S
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N E
D B
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D A
T E
S O
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IC
IT
A T
IO
N N
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F
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A M
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P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
M-601
R V
F
R V
F
D E
M
SHEET SCALE : NO SCALE
AWARDED BID SCHEDULE AND IF APPLICABLE AWARDED OPTIONS.
SHALL REVIEW ALL DRAWINGS AND SPECIFICATIONS THOROUGHLY AND FOLLOW THE
EQUIPMENT. THIS BILL OF MATERIALS IS NOT ALL INCLUSIVE FOR THE JOB. CONTRACTOR
FOR REHABILITATION OF HYDRAULIC STEEL STRUCTURES AND HYDRAULIC OPERATING
1. BILL OF MATERIAL FOR ONE HYDRAULICALLY OPERATED GATE SYSTEM SHOWS MATERIALS
M-601 SHEET NOTES:
H Y
D R
A U
L
IC
O
P E
R A
T
IN
G E
Q U
IP
M E
N T
H Y
D R
A U
L
IC
S
T E
E L S
T R
U C
T U
R E
S A
N
T E
R
IA
L S F
O R R
E H
A B
IL
IT
A T
IO
N O
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
S-100
N SECTION
" [pd1-2]4
PL 1
" [pd1-1]4
PL 1
" [pd1-3]4
PL 1
PL 1/2" [pf1-1]
PL 1/2" [pf1-2]
PL 1/2" [pf1-3]
PL 1/2" [pf1-4]
[pf2-3]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-2]
PL 1/2"
PLAN
1" 4'-0" 1"
4'-2"
TOP
BOTTOM
" [A1]4
SKIN PL 1
N
N
P
P
Q
Q
R
R
SIDE PL [pa1-1] SIDE PL [pa1-2]
S-100
P
" [A1]4
SKIN PL 1
S-100
Q
" [A1]4
SKIN PL 1
S-100
R SECTION
" [A1]4
SKIN PL 1
(FCM)
PL 3/4" [ma1-1]
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1]
(FCM)
PL 1/2" [mb1-2]
(FCM)
PL 1/2" [mb1-3]
(FCM)
PL 1/2" [mb1-4]
(FCM)
PL 1/2" [mb1-5]
" [pb1-2]4
PL 1
PL 3" [pb1-1]
PL 3" [pb1-1]
" [pd1]4
PL 1
LEFT RIGHT
(FCM)
PL 3/4" [ma1-1]
PL 1/2" [pf1]
PL 1/2" [mb1]
PL 1/2" [mb1]
PL 1/2" [mb1]
" [pb1-2]4
PL 1
TYPICAL [pf1] CONNECTION
" [pd1-3]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 3/4" [mb1-1]
TYPICAL [pd1-3] CONNECTION
PL 1/2" [pf2]
1. VERTICAL DIAPHRAGM PLATES NOT SHOWN.
NOTE:
" [A1]4
SKIN PL 1
" [A1]4
SKIN PL 1
SIDE PL [pa1-2]SIDE PL [pa1-1]
SIDE PL [pa1-2]SIDE PL [pa1-1]
(FCM)
PL 1/2" [mb1]
(FCM)
PL 3/4" [ma1]
055(P)-L, 055(P)-R
057(P)
SIDE PL [pa1]
" [A1]4
SKIN PL 1
058(C)
001(P)-L, 001(P)-R
012(F)-L, 012(F)-R 011(F)-L, 011(F)-R 010(F)-L, 010(F)-R
008(F)-L, 008(F)-R 005(F)-L, 005(F)-R
002(P)-R, 002(F)-R 002(P)-L, 002(F)-L
056(P)-R, 056(F)-R 056(P)-L, 056(F)-L
007(F)-L, 007(F)-R 004(F)-L, 004(F)-R
027(F)-L, 027(F)-R 026(F)-L, 026(F)-R 025(F)-L, 025(F)-R
030(F)-L, 030(F)-R 029(F)-L, 029(F)-R 028(F)-L, 028(F)-R
009(F)-L, 009(F)-R 006(F)-L, 006(F)-R
033(F)-L, 033(F)-R 032(F)-L, 032(F)-R 031(F)-L, 031(F)-R
018(F)-L, 018(F)-R 017(F)-L, 017(F)-R 016(F)-L, 016(F)-R
015(F)-L, 015(F)-R 014(F)-L, 014(F)-R 013(F)-L, 013(F)-R
021(F)-L, 021(F)-R 020(F)-L, 020(F)-R 019(F)-L, 019(F)-R
024(F)-L, 024(F)-R 023(F)-L, 023(F)-R 022(F)-L, 022(F)-R
036(F)-T, 036(F)-B 035(F)-T, 035(F)-B 034(F)-T, 034(F)-B
039(F)-T, 039(F)-B 038(F)-T, 038(F)-B 037(F)-T, 037(F)-B
042(F)-T, 042(F)-B 041(F)-T, 041(F)-B 040(F)-T, 040(F)-B
045(F)-T, 045(F)-B 044(F)-T, 044(F)-B 043(F)-T, 043(F)-B
048(F)-T, 048(F)-B 047(F)-T, 047(F)-B 046(F)-T, 046(F)-B
051(F)-T, 051(F)-B 050(F)-T, 050(F)-B 049(F)-T, 049(F)-B
054(F)-T, 054(F)-B 053(F)-T, 053(F)-B 052(F)-T, 052(F)-B
003(P), 003(F)
WELD IDENTIFICATION KEY
C - CJP WELD
P - PJP WELD
F - FILLET WELD
WELD TYPE:
B - BOTTOM
T - TOP
R - RIGHT
L - LEFT
LOCATION OF WELD:WELD NUMBER
WELD TYPE
LOCATION OF WELD
002(P)-L
SHEET SCALE : NO SCALE
S-101
R V
F
R V
F
D E
M
TYPICAL SERVICE & EMERGENCY GATE - DOWNSTREAM ELEVATION
N D
E W
E L
D I
N S
P E
C T
IO
N D
E T
A
IL
S
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E
TYPICAL PLAN SECTION AT [ma1]
TYPICAL PLAN SECTION AT [mb1]
1. VERTICAL DIAPHRAGM PLATES NOT SHOWN.
NOTE:
GENERAL INSPECTION NOTES:
2. WELD SYMBOLS SHOWN ARE FOR INFORMATION ONLY.
1. FABRICATION OF GATES IS NOT REQUIRED.
CONNECTION DETAIL
TYPICAL SKIN TO SIDE PL
1. DETAIL SYMMETRIC ABOUT GATE CENTER LINE.
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
" [pd1-2]4
PL 1
" [pd1-1]4
PL 1
" [pd1-3]4
PL 1
PL 1/2" [pf1-1]
PL 1/2" [pf1-2]
PL 1/2" [pf1-3]
PL 1/2" [pf1-4]
[pf2-3]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-2]
PL 1/2"
PLAN
4'-2"
TOP
BOTTOM
N
N
P
P
Q
Q
R
R
SIDE PL [pa1-1] SIDE PL [pa1-2]
(FCM)
PL 3/4" [ma1-1]
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1]
(FCM)
PL 1/2" [mb1-2]
(FCM)
PL 1/2" [mb1-3]
(FCM)
PL 1/2" [mb1-4]
(FCM)
PL 1/2" [mb1-5]
" [pb1-2]4
PL 1
PL 3" [pb1-1]
LEFT RIGHT
SHEET SCALE : NO SCALE
S-102
R V
F
R V
F
D E
M
L GATE STEM OPENING
C" [A1]4
SKIN PL 1
SIDE PL [pa1-1] SIDE PL [pa1-2]
TOP
BOTTOM
PL 3" [pb1-1]
RIGHT LEFT
S-101
J
S-101 S-101
K
S-101 S-101
S-101S-101
L
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
PIECE MARKS.
1. REFERENCE DOWNSTREAM ELEVATION FOR COMPONENT
NOTE:
S-102
SERVICE GATE NO. 1 - DOWNSTREAM ELEVATION SERVICE GATE NO. 1 - UPSTREAM ELEVATION
M ELEVATION
L SECTION
K SECTION
J ELEVATION
T E
M P
L A
T E I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
S E
R V
IC
E G
A T
E N
O
GENERAL INSPECTION NOTES:
SHEET KEY NOTES:
INTERNAL SECTION VIEWS N, P, Q, AND R LOCATED ON SHEET S-103.
REVIEW AT LEAST 14 DAYS PRIOR TO PAINTING.
5. COMPLETED INSPECTION ANNOTATION DRAWING FOR EACH GATE SHALL BE SUBMITTED FOR GOVERNMENT
4. EXCEL SPREADSHEET FILE OF INSPECTION SCHEDULE IS AVAILABLE UPON REQUEST.
UTILIZING CAD SOFTWARE.
OF CORROSION/DEFECT RELATIVE TO ADJACENT MEMBERS. ANNOTATIONS SHALL BE MADE IN FINAL FORM PHOTOGRAPH, DIMENSIONS SHOWING LIMITS OF THE CORROSION/DEFECT, AND DIMENSIONS SHOWING LOCATION SHALL ANNOTATE THE CORROSION/DEFECT ID, SIZE (LENGTH OR DIAMETER, WIDTH, & DEPTH), CORRESPONDING
3. TEMPLATE DRAWINGS PROVIDED FOR USE IN CORROSION/DEFECT MAPPING OF BASE METAL. THE CONTRACTOR CALIBRATION CERTIFICATES FOR ALL DEVICES SHALL BE MADE AVAILABLE TO THE GOVERNMENT PRIOR TO USE.
2. MEASURING DEVICES USED TO REPORT CORROSION/DEFECTS SHALL BE ACCURATE TO 1/64". UP TO DATE
1. WORK THIS BASE METAL INSPECTION MAP DRAWINGS WITH BASE METAL INSPECTION SCHEDULE DRAWINGS.
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
A SECTION
" [A1]4
SKIN PL 1
(FCM)
PL 3/4" [ma1-1] " [pd1-1]4
PL 1 " [pd1-2]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1] " [pd1-3]4
PL 1
(FCM)
PL 1/2" [mb1-2]
" [A1]4
SKIN PL 1
PL 1/2" [pf1-1]
(FCM)
PL 1/2" [mb1-3]
PL 1/2" [pf1-2]
(FCM)
PL 1/2" [mb1-4]
PL 1/2" [pf1-3]
(FCM)
PL 1/2" [mb1-5]
PL 1/2" [pf1-4]
[pf2-2]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-3]
PL 1/2"
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
SKIN PL 1
" [A1]4
SKIN PL 1
B SECTION
C SECTION
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
D SECTION
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
" [A1]4
E SECTION
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
F SECTION
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
G SECTION
[pa1-1]
SIDE PL
[pb1-2]
" 4
PL 1
[pa1-2]
SIDE PL
" [A1]4
H SECTION
S-103
T E
M P
L A
T E I I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
S E
R V
IC
E G
A T
E N
O
R V
F
R V
F
D
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
(FCM)
PL 3/4" [ma1-1]
" [pd1-3]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 3/4" [mb1-1]
SECTION
S-103
N1
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-1]
" 4
PL 1
(FCM)
PL 3/4" [ma1-1]
N2
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-2]
" 4
PL 1
P
[A1]
" 4
SKIN PL 1
Q1
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-1]
PL 1/2" [mb1-2]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-4]
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-2]
PL 1/2" [mb1-3]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-3]
PL 1/2" [mb1-4]
R1
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[pf1-3]
PL 1/2"
[pf1-4]
PL 1/2"
[pf1-2]
PL 1/2"
[pf1-1]
PL 1/2"
Q2 SECTION
Q3 SECTION
Q4
[pf2-1]
PL 1/2"
[pb1-2]
" 4
PL 1
R2 SECTION
R3
[pf2-2]
PL 1/2"
PL 1/2" [mb1-5]
[pb1-2]
" 4
PL 1
[pf2-3]
PL 1/2"
R V
F
R V
F
D E
M
T E
M P
L A
T E I
II
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
S E
R V
IC
E G
A T
E N
O
S-104
[pb1-2]
" 4
PL 1
PL 1/2" [mb1-5]
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
" [pd1-2]4
PL 1
" [pd1-1]4
PL 1
" [pd1-3]4
PL 1
PL 1/2" [pf1-1]
PL 1/2" [pf1-2]
PL 1/2" [pf1-3]
PL 1/2" [pf1-4]
[pf2-3]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-2]
PL 1/2"
PLAN
4'-2"
TOP
BOTTOM
N
N
P
P
Q
Q
R
R
SIDE PL [pa1-1] SIDE PL [pa1-2]
(FCM)
PL 3/4" [ma1-1]
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1]
(FCM)
PL 1/2" [mb1-2]
(FCM)
PL 1/2" [mb1-3]
(FCM)
PL 1/2" [mb1-4]
(FCM)
PL 1/2" [mb1-5]
" [pb1-2]4
PL 1
PL 3" [pb1-1]
LEFT RIGHT
SHEET SCALE : NO SCALE
S-105
R V
F
R V
F
D E
M
L GATE STEM OPENING
C" [A1]4
SKIN PL 1
SIDE PL [pa1-1] SIDE PL [pa1-2]
TOP
BOTTOM
PL 3" [pb1-1]
RIGHT LEFT
S-104
S-104 S-104
S-104 S-104
S-104S-104
SIDE PL
[pa1-2]
SIDE PL
PIECE MARKS.
1. REFERENCE DOWNSTREAM ELEVATION FOR COMPONENT
NOTE:
S-105
SERVICE GATE NO. 2 - DOWNSTREAM ELEVATION SERVICE GATE NO. 2 - UPSTREAM ELEVATION
T E
M P
L A
T E I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
S E
R V
IC
E G
A T
E N
O
GENERAL INSPECTION NOTES:
SHEET KEY NOTES:
REVIEW AT LEAST 14 DAYS PRIOR TO PAINTING.
5. COMPLETED INSPECTION ANNOTATION DRAWING FOR EACH GATE SHALL BE SUBMITTED FOR GOVERNMENT
4. EXCEL SPREADSHEET FILE OF INSPECTION SCHEDULE IS AVAILABLE UPON REQUEST.
UTILIZING CAD SOFTWARE.
OF CORROSION/DEFECT RELATIVE TO ADJACENT MEMBERS. ANNOTATIONS SHALL BE MADE IN FINAL FORM PHOTOGRAPH, DIMENSIONS SHOWING LIMITS OF THE CORROSION/DEFECT, AND DIMENSIONS SHOWING LOCATION SHALL ANNOTATE THE CORROSION/DEFECT ID, SIZE (LENGTH OR DIAMETER, WIDTH, & DEPTH), CORRESPONDING
3. TEMPLATE DRAWINGS PROVIDED FOR USE IN CORROSION/DEFECT MAPPING OF BASE METAL. THE CONTRACTOR CALIBRATION CERTIFICATES FOR ALL DEVICES SHALL BE MADE AVAILABLE TO THE GOVERNMENT PRIOR TO USE.
2. MEASURING DEVICES USED TO REPORT CORROSION/DEFECTS SHALL BE ACCURATE TO 1/64". UP TO DATE
INTERNAL SECTION VIEWS N, P, Q, AND R LOCATED ON SHEET S-106.
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
" [A1]4
SKIN PL 1
(FCM)
PL 3/4" [ma1-1] " [pd1-1]4
PL 1 " [pd1-2]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1] " [pd1-3]4
PL 1
(FCM)
PL 1/2" [mb1-2]
" [A1]4
SKIN PL 1
PL 1/2" [pf1-1]
(FCM)
PL 1/2" [mb1-3]
PL 1/2" [pf1-2]
(FCM)
PL 1/2" [mb1-4]
PL 1/2" [pf1-3]
(FCM)
PL 1/2" [mb1-5]
PL 1/2" [pf1-4]
[pf2-2]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-3]
PL 1/2"
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
SKIN PL 1
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pb1-2]
" 4
PL 1
[pa1-2]
SIDE PL
" [A1]4
S-106
T E
M P
L A
T E I I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
S E
R V
IC
E G
A T
E N
O
R V
F
R V
F
D
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
(FCM)
PL 3/4" [ma1-1]
" [pd1-3]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 3/4" [mb1-1]
S-106
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-1]
" 4
PL 1
(FCM)
PL 3/4" [ma1-1]
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-2]
" 4
PL 1
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-1]
PL 1/2" [mb1-2]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-4]
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-2]
PL 1/2" [mb1-3]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-3]
PL 1/2" [mb1-4]
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[pf1-3]
PL 1/2"
[pf1-4]
PL 1/2"
[pf1-2]
PL 1/2"
[pf1-1]
PL 1/2"
[pf2-1]
PL 1/2"
[pb1-2]
" 4
PL 1
[pf2-2]
PL 1/2"
PL 1/2" [mb1-5]
[pb1-2]
" 4
PL 1
[pf2-3]
PL 1/2"
R V
F
R V
F
D E
M
T E
M P
L A
T E I
II
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
S E
R V
IC
E G
A T
E N
O
S-107
[pb1-2]
" 4
PL 1
PL 1/2" [mb1-5]
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
" [pd1-2]4
PL 1
" [pd1-1]4
PL 1
" [pd1-3]4
PL 1
PL 1/2" [pf1-1]
PL 1/2" [pf1-2]
PL 1/2" [pf1-3]
PL 1/2" [pf1-4]
[pf2-3]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-2]
PL 1/2"
PLAN
4'-2"
TOP
BOTTOM
N
N
P
P
Q
Q
R
R
SIDE PL [pa1-1] SIDE PL [pa1-2]
(FCM)
PL 3/4" [ma1-1]
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1]
(FCM)
PL 1/2" [mb1-2]
(FCM)
PL 1/2" [mb1-3]
(FCM)
PL 1/2" [mb1-4]
(FCM)
PL 1/2" [mb1-5]
" [pb1-2]4
PL 1
PL 3" [pb1-1]
LEFT RIGHT
SHEET SCALE : NO SCALE
S-108
R V
F
R V
F
D E
M
L GATE STEM OPENING
C" [A1]4
SKIN PL 1
SIDE PL [pa1-1] SIDE PL [pa1-2]
TOP
BOTTOM
PL 3" [pb1-1]
RIGHT LEFT
S-107
S-107 S-107
S-107 S-107
S-107S-107
SIDE PL
[pa1-2]
SIDE PL
PIECE MARKS.
1. REFERENCE DOWNSTREAM ELEVATION FOR COMPONENT
NOTE:
S-108
GENERAL INSPECTION NOTES:
SHEET KEY NOTES:
EMERGENCY GATE NO. 1 - DOWNSTREAM ELEVATION
EMERGENCY GATE NO. 1 - UPSTREAM ELEVATION
T E
M P
L A
T E I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
E M
E R
G E
N C
Y G
A T
E N
O
REVIEW AT LEAST 14 DAYS PRIOR TO PAINTING.
5. COMPLETED INSPECTION ANNOTATION DRAWING FOR EACH GATE SHALL BE SUBMITTED FOR GOVERNMENT
4. EXCEL SPREADSHEET FILE OF INSPECTION SCHEDULE IS AVAILABLE UPON REQUEST.
UTILIZING CAD SOFTWARE.
OF CORROSION/DEFECT RELATIVE TO ADJACENT MEMBERS. ANNOTATIONS SHALL BE MADE IN FINAL FORM PHOTOGRAPH, DIMENSIONS SHOWING LIMITS OF THE CORROSION/DEFECT, AND DIMENSIONS SHOWING LOCATION SHALL ANNOTATE THE CORROSION/DEFECT ID, SIZE (LENGTH OR DIAMETER, WIDTH, & DEPTH), CORRESPONDING
3. TEMPLATE DRAWINGS PROVIDED FOR USE IN CORROSION/DEFECT MAPPING OF BASE METAL. THE CONTRACTOR CALIBRATION CERTIFICATES FOR ALL DEVICES SHALL BE MADE AVAILABLE TO THE GOVERNMENT PRIOR TO USE.
2. MEASURING DEVICES USED TO REPORT CORROSION/DEFECTS SHALL BE ACCURATE TO 1/64". UP TO DATE
INTERNAL SECTION VIEWS N, P, Q, AND R LOCATED ON SHEET S-109.
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
" [A1]4
SKIN PL 1
(FCM)
PL 3/4" [ma1-1] " [pd1-1]4
PL 1 " [pd1-2]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1] " [pd1-3]4
PL 1
(FCM)
PL 1/2" [mb1-2]
" [A1]4
SKIN PL 1
PL 1/2" [pf1-1]
(FCM)
PL 1/2" [mb1-3]
PL 1/2" [pf1-2]
(FCM)
PL 1/2" [mb1-4]
PL 1/2" [pf1-3]
(FCM)
PL 1/2" [mb1-5]
PL 1/2" [pf1-4]
[pf2-2]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-3]
PL 1/2"
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
SKIN PL 1
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pb1-2]
" 4
PL 1
[pa1-2]
SIDE PL
" [A1]4
S-109
R V
F
R V
F
D E
M
T E
M P
L A
T E I I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
E M
E R
G E
N C
Y G
A T
E N
O
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
(FCM)
PL 3/4" [ma1-1]
" [pd1-3]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 3/4" [mb1-1]
S-109
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-1]
" 4
PL 1
(FCM)
PL 3/4" [ma1-1]
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-2]
" 4
PL 1
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-1]
PL 1/2" [mb1-2]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-4]
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-2]
PL 1/2" [mb1-3]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-3]
PL 1/2" [mb1-4]
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[pf1-3]
PL 1/2"
[pf1-4]
PL 1/2"
[pf1-2]
PL 1/2"
[pf1-1]
PL 1/2"
[pf2-1]
PL 1/2"
[pb1-2]
" 4
PL 1
[pf2-2]
PL 1/2"
PL 1/2" [mb1-5]
[pb1-2]
" 4
PL 1
[pf2-3]
PL 1/2"
R V
F
R V
F
D E
M
S-110
[pb1-2]
" 4
PL 1
PL 1/2" [mb1-5]
T E
M P
L A
T E I
II
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
E M
E R
G E
N C
Y G
A T
E N
O
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
" [pd1-2]4
PL 1
" [pd1-1]4
PL 1
" [pd1-3]4
PL 1
PL 1/2" [pf1-1]
PL 1/2" [pf1-2]
PL 1/2" [pf1-3]
PL 1/2" [pf1-4]
[pf2-3]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-2]
PL 1/2"
PLAN
4'-2"
TOP
BOTTOM
N
N
P
P
Q
Q
R
R
SIDE PL [pa1-1] SIDE PL [pa1-2]
(FCM)
PL 3/4" [ma1-1]
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1]
(FCM)
PL 1/2" [mb1-2]
(FCM)
PL 1/2" [mb1-3]
(FCM)
PL 1/2" [mb1-4]
(FCM)
PL 1/2" [mb1-5]
" [pb1-2]4
PL 1
PL 3" [pb1-1]
LEFT RIGHT
SHEET SCALE : NO SCALE
S-111
R V
F
R V
F
D E
M
L GATE STEM OPENING
C" [A1]4
SKIN PL 1
SIDE PL [pa1-1] SIDE PL [pa1-2]
TOP
BOTTOM
PL 3" [pb1-1]
RIGHT LEFT
S-110
S-110 S-110
S-110 S-110
S-110S-110
SIDE PL
[pa1-2]
SIDE PL
PIECE MARKS.
1. REFERENCE DOWNSTREAM ELEVATION FOR COMPONENT
NOTE:
S-111
GENERAL INSPECTION NOTES:
SHEET KEY NOTES:
EMERGENCY GATE NO. 2 - DOWNSTREAM ELEVATION
EMERGENCY GATE NO. 2 - UPSTREAM ELEVATION
T E
M P
L A
T E I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
E M
E R
G E
N C
Y G
A T
E N
O
REVIEW AT LEAST 14 DAYS PRIOR TO PAINTING.
5. COMPLETED INSPECTION ANNOTATION DRAWING FOR EACH GATE SHALL BE SUBMITTED FOR GOVERNMENT
4. EXCEL SPREADSHEET FILE OF INSPECTION SCHEDULE IS AVAILABLE UPON REQUEST.
UTILIZING CAD SOFTWARE.
OF CORROSION/DEFECT RELATIVE TO ADJACENT MEMBERS. ANNOTATIONS SHALL BE MADE IN FINAL FORM PHOTOGRAPH, DIMENSIONS SHOWING LIMITS OF THE CORROSION/DEFECT, AND DIMENSIONS SHOWING LOCATION SHALL ANNOTATE THE CORROSION/DEFECT ID, SIZE (LENGTH OR DIAMETER, WIDTH, & DEPTH), CORRESPONDING
3. TEMPLATE DRAWINGS PROVIDED FOR USE IN CORROSION/DEFECT MAPPING OF BASE METAL. THE CONTRACTOR CALIBRATION CERTIFICATES FOR ALL DEVICES SHALL BE MADE AVAILABLE TO THE GOVERNMENT PRIOR TO USE.
2. MEASURING DEVICES USED TO REPORT CORROSION/DEFECTS SHALL BE ACCURATE TO 1/64". UP TO DATE
INTERNAL SECTION VIEWS N, P, Q, AND R LOCATED ON SHEET S-112.
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
" [A1]4
SKIN PL 1
(FCM)
PL 3/4" [ma1-1] " [pd1-1]4
PL 1 " [pd1-2]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 1/2" [mb1-1] " [pd1-3]4
PL 1
(FCM)
PL 1/2" [mb1-2]
" [A1]4
SKIN PL 1
PL 1/2" [pf1-1]
(FCM)
PL 1/2" [mb1-3]
PL 1/2" [pf1-2]
(FCM)
PL 1/2" [mb1-4]
PL 1/2" [pf1-3]
(FCM)
PL 1/2" [mb1-5]
PL 1/2" [pf1-4]
[pf2-2]
PL 1/2"
[pf2-1]
PL 1/2"
[pf2-3]
PL 1/2"
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
SKIN PL 1
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
[pa1-2]
SIDE PL
[pa1-1]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pa1-2]
SIDE PL
" [A1]4
[pa1-1]
SIDE PL
[pb1-2]
" 4
PL 1
[pa1-2]
SIDE PL
" [A1]4
S-112
R V
F
R V
F
D E
M
T E
M P
L A
T E I I
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
E M
E R
G E
N C
Y G
A T
E N
O
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
(FCM)
PL 3/4" [ma1-1]
" [pd1-3]4
PL 1
(FCM)
PL 3/4" [ma1-2]
(FCM)
PL 3/4" [mb1-1]
S-112
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-1]
" 4
PL 1
(FCM)
PL 3/4" [ma1-1]
[A1]
" 4
SKIN PL 1
[pb1-1]
PL 3"
[pd1-2]
" 4
PL 1
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-1]
PL 1/2" [mb1-2]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-4]
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-2]
PL 1/2" [mb1-3]
[A1]
" 4
SKIN PL 1
PL 1/2" [mb1-3]
PL 1/2" [mb1-4]
PL 1/2" [mb1-5]
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[A1]
" 4
SKIN PL 1
[pf1-3]
PL 1/2"
[pf1-4]
PL 1/2"
[pf1-2]
PL 1/2"
[pf1-1]
PL 1/2"
[pf2-1]
PL 1/2"
[pb1-2]
" 4
PL 1
[pf2-2]
PL 1/2"
PL 1/2" [mb1-5]
[pb1-2]
" 4
PL 1
[pf2-3]
PL 1/2"
R V
F
R V
F
D E
M
S-113
[pb1-2]
" 4
PL 1
PL 1/2" [mb1-5]
T E
M P
L A
T E I
II
B A
S E M
E T
A L I
N S
P E
C T
IO
N M
A P
E M
E R
G E
N C
Y G
A T
E N
O
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A 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
R S
E N
G
IN
E E
R
IN
G B
R A
N C
H
C O
N S
T R
U C
T
IO
N D
IV
IS
IO
N
E N
G
IN
E E
R
IN
G
S U
B M
IT
T E
D B
Y
R E
V
IE
W E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
D A
T E
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
P L
O T S
C A
L E
A S S
H O
W N
C O
N T
R A
C T N
O
S E
R V
IC
E E
M E
R G
E N
C Y G
A T
E S R
E H
A B
IL
IT
A T
IO
N
A R
C A
D
IA
L
A K
E
O K
L A
H O
M A C
O U
N T
Y
O K
L A
H O
M A
A R
K A
N S
A S R
IV
E R W
A T
E R
S H
E D
P L
O T D
A T
E
J
U L
Y
J
U L
Y
SHEET SCALE : NO SCALE
S-114
R V
F
R V
F
D E
M
N D
E W
E L
D I
N S
P E
C T
IO
N D
E T
A
IL
S
E M
E R
G E
N C
Y B
U L
K H
E A
D L
IF
T
IN
G B
E A
M
" [pa]4
PL 1
" [ba-1]8
PL
" [ba-2]8
PL
" [pb-1]16
PL
" [pb-2]16
PL
C12x20.7 [ca-1]
C12x20.7 [ca-2]
BAR 1" DIA. [bf-2]BAR 1" DIA. [bf-1]
[aa-1]8 x2
L6x3
[aa-2]8 x2
L6x3 C12x20.7 [cb-1]
C12x20.7 [cb-2]
C12x20.7 [cb-1] C12x20.7 [cb-2]
" [ba-1]8
PL
" [ba-3]8
PL " [ba-4]8
PL
" [ba-2]8
PL
[aa-1]8 x2
L6x3 [aa-2]8 x2
L6x3
" [pa]4
PL 1
108(F)-L, 108(F)-R 107(F)-L, 107(F)-R
1106(F)-L, 106(F)-R
105(F)-L, 105(F)-R [bf-1]
BAR 1" DIA.
WELD IDENTIFICATION KEY
B - BOTTOM
T - TOP
R - RIGHT
L - LEFT
LOCATION OF WELD:WELD NUMBER
WELD TYPE
LOCATION OF WELD
101(F)-L
GENERAL INSPECTION NOTES:
A - FLARE BEVEL
P - PJP WELD
F - FILLET WELD
WELD TYPE:
112(F)-L, 112(F)-R 111(F)-L, 111(F)-R
3 110(F)-L, 110(F)-R
109(F)-L, 109(F)-R
C12x20.7 [ca-2]C12x20.7 [ca-1]
[pc-3] N.S.
[pc-1] F.S.
"x5" DIA.8
PL
[pc-4] N.S.
[pc-2] F.S.
"x5" DIA.8
PL
"x5" DIA. [pc]; TYP.8
PL
3 114(F)-L, 114(F)-R
113(F)-L, 113(F)-R
[bf-1]
BAR 1" DIA.
" [bb-3]8
PL " [bb-4]8
PL
" [bb-2]8
PL
" [bb-1]8
PL
[bb-3] N.S.
[bb-1] F.S.
"8
PL
[bb-4] N.S.
[bb-2] F.S.
"8
PL
" DIA. [bh]2
BAR 1
[bh-2]
" DIA. 2
BAR 1
[bh-1]
" DIA. 2
BAR 1
" DIA. [bg]2
BAR 1
" DIA. [bg-2]2
BAR 1" DIA. [bg-1]2
BAR 1
PLAN
DOWNSTREAM ELEVATION
S-114
" [pb-1]16
PL
" [pb-2]16
PL
" [pa]4
PL 1
C12x20.7 [ca-1] C12x20.7 [ca-2]102(A)-L, 102(A)-R 101(A)-L, 101(A)-R
104(A)-L, 104(A)-R 103(A)-L, 103(A)-R
BOTTOM
RIGHT
TOP
LEFT
SHOWN ON THESE DRAWINGS (E.G. BALLAST PLATES).
7. 100% VT AND 100% MT REQUIRED FOR ANY COMPONENTS WELDED TO THE STRUCTURE THAT ARE NOT
APPROPRIATE NDE WELD INSPECTION SCHEDULE.
6. CONTRACTOR SHALL PERFORM NON-DESTRUCTIVE EXAMINATION OF THE WELDS AS INDICATED ON THE
CONNECTIONS AND REPORT DEFECTS TO THE CONTRACTING OFFICER.
CWI SHALL VISUALLY INSPECT ALL WELDS IN ACCORDANCE WITH AWS D1.1 CYCLICALLY LOADED
5. UPON SUCCESSFUL COMPLETION OF PROOF LOAD TESTING AND AFTER REMOVAL OF COATING SYSTEM, PROOF LOAD TESTING. PAINT REMOVAL NOT REQUIRED AT THIS INSPECTION PHASE.
D1.1 CYCLICALLY LOADED CONNECTIONS, AND REPORT DEFECTS TO THE CONTRACTING OFFICER PRIOR TO
4. CWI SHALL VISUALLY INSPECT ALL WELDS PRIOR TO PROOF LOAD TESTING IN ACCORDANCE WITH AWS
3. REFER ELEVATION VIEW AND SECTION B FOR GLOBAL REFERENCE (TOP, BOTTOM, LEFT, RIGHT).
2. WELD SYMBOLS SHOWN ARE FOR INFORMATION ONLY.
1. FABRICATION OF LIFTING BEAM IS NOT REQUIRED.
TOP
LEFT RIGHT
BOTTOM
"x4" DIA. [pd]; TYP.4
PL 1
" [bb]8
PL " [bb]8
PL
A
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
C H
IE
F C
IV
IL
D
E S
IG
N S
E C
T
IO
N
M
IC
H E
L L E L
A Y P .E
W
B V -1
-R -0
W
B V -1
-C -X
X X
X of Engineers ® US Army Corps
T U
L S
A
O K
L A
H O
M A
S s t E
A V
E
T U
L S
A D
IS
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