Cavitation_Repair_Dwgs.pdf
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- Solicitation number
- W9128F19R0019
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Drawings for Solicitation W9128F19R0019, Gavins Point Cavitation Repairs
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Other files
| File | Type | Posted |
|---|---|---|
| Am0004.pdf | ||
| Am0003_GP_Cavitation.pdf | ||
| Anchors.pdf | ||
| Am0002_Clean.pdf | ||
| GP_Connectors.pdf | ||
| Am0001.pdf | ||
| GP_Cavitation_Site_Visit_Sign-in_Sheet.pdf | ||
| Gavins_Point_Cav_Repair_-_Reference_Drawings.pdf | ||
| Cavitation_Repair_Specs_FINAL.pdf |
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RADIO TOWER
POWER PLANT
SPILLWAY
CREST RD.
TOE RD.
TRAINING DIKE RD
FACILITY
FISH CLEANING
WELL
PICNIC AREA
WELL
HOUSE
CHANGE
CAMP LOOP 2
REST ROOM
REST ROOM
CAMP LOOP 1
DISPOSAL STA.
SANITARY
LAGOON
BOUNDARY
PROJECT
MAINT. YARD
STOR. BLDG.
SHOP &
AREA 2
PICNIC
ROOM
REST
GAVINS POINT DAM
UNITS 1-3 CAVITATION REPAIR
POWERHOUSE
MISSOURI RIVER, SOUTH DAKOTA
W9128F19R0019 of Engineers
US Army Corps
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.
ENGINEERS. THE INITIALS OR SIGNATURES AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON
THIS PROJECT WAS DESIGNED BY THE HYDROELECTRIC DESIGN CENTER OF THE U.S. ARMY CORPS OF
U .S
A R
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Image by Google Maps, 2017 Image by Google Maps, 2017
M
IS
S O
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IV
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LEWIS & CLARK LAKE
F L
O W
AREA 1
PICNIC
AREA 3
PICNIC
CENTER
VISITOR
T A
IL
W A
T E
R A
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A
SWIMMING AREA
RAMP
RAMP
RAMP
S W
Y D
KNOX CO.
CEDAR CO.
AREAPUBLI
C
USE
SOUTH
SHORE
NEBRASKA
DAKOTA
SOUTH
TABOR
YANKTON
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B A
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CR.
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POINT DAM
GAVINS
LEWIS & CLARK LAKE
SPRINGFIELD
SOUTH DAKOTA
NEBRASKA
N
N
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H D
C -B
B M
JAMES D. CALNON, P.E.
CHIEF, MECHANICAL/STRUCTURAL BRANCH
JORDAN S. FINK, P.E.
CHIEF, ELECTRICAL BRANCH
STEVEN R. MILES, P.E.
DESIGN CENTER
DIRECTOR, HYDROELECTRIC
DATE
DATE
DATE
SUBMITTED BY: APPROVED BY:
SUBMITTED BY:
/1
/1
W F
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C .A
L L E
N
SCALE: NTS
LOCATION MAP
SCALE: NTS
VICINITY MAP
SCALE: NTS
SITE PLAN
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IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
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BORDER VERSION UPDATE [09-2012]
Sheet NameSHEET NAME:g2hdcgp9 BY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/12/2018 3:31:22 PM
D R
A W
N B
Y
C H
E C
K E
D B
Y
OMAHA DISTRICT
g2hdcsrm Stamp
G-002
G-001
INDEX TO DRAWINGS
PROJECT LOCATION AND VICINITY MAP
M-506
M-505
M-504
M-503
M-502
M-501
M-301
GP56_G-002XXX.dgn
GP56_G-001XXX.dgn
GP56_M-506XXX.dgn
GP56_M-505XXX.dgn
GP56_M-504XXX.dgn
GP56_M-503XXX.dgn
GP56_M-502XXX.dgn
GP56_M-501XXX.dgn
GP56_M-301XXX.dgn
82E579
82E578
82E577
82E576
82E575
39575-B
39575-A
39575
39568
39566
39566-A
39524
39521-A
39521
39519-A
39519
39518-A
39518
SUB-FLOOR GRATING PANELS & DECK GRATING PANELS
TMP MISCELLANEOUS DETAILS MECHANICAL
TMP MISCELLANEOUS DETAILS STRUCTURAL
TMP DECK PLAN
TURBINE MAINTENANCE PLATFORM INSTALLATION DETAILS
METHOD OF CHIPPING RUNNER BLADE FOR WELDING STAINLESS STEEL STRIPS
DETAILS OF PRE-WELDING RUNNER BLADE WITH STAINLESS STEEL
DETAILS OF RUNNER BLADES
SECTIONAL ELEVATION FOR ADJUSTABLE BLADE RUNNER
SECTIONAL ELEVATION OF TURBINE - 54000HP - 75 RPM
PLAN OF TURBINE
DETAILS OF WICKET GATE
METHOD OF SETTING STAY RING, DISCHARGE RING, AND DRAFT TUBE LINER (A-A/B-B)
METHOD OF SETTING STAY RING, DISCHARGE RING, AND DRAFT TUBE LINER (ELEV)
DETAILS OF DISCHARGE RING SECTIONS
DETAILS OF DISCHARGE RING
DETAILS OF STAY RING SECTIONAL ELEVATION
DETAILS OF STAY RING PLAN
DETAIL - TURBINE MAINTENANCE PLATFORM SUPPORT LUG REMOVAL & REPLACEMENT
DETAIL - RUNNER BLADE INSPECTION AREA
TEMPLATE POSITIONING
DISCHARGE RING ANCHORAGE - ALL UNITS
EXAMPLE OF DISCHARGE RING ANCHOR PATTERN - ALL UNITS
DISCHARGE RING - PLAN
GENERATOR BAY - CONTRACTOR WORK LOCATIONS
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INDEX OF CONTRACT DRAWINGS
NO.
SHEET
TITLE TITLE
GENERAL
MECHANICAL INSTALLATION
FILE NO.FILE NAME
FOR INFORMATION ONLY
FILE NUMBER
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IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
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B
A
/1
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BORDER VERSION UPDATE [09-2012]
SHEET NAMESHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:14 PM
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OMAHA DISTRICT
3. SEE SECTION 05 50 05.00 26 FOR TURBINE MAINTENANCE PLATFORM (TMP) WORK.
SEE SECTION 48 13 13.08 26.
2. CONTRACTOR TO PROVIDE DEBRIS NETTING FOR CAVITATION REPAIR WORK.
SEE SECTION 05 50 05.00 26.
1. CONTRACTOR TO INSTALL SCAFFOLDING FOR CAVITATION REPAIR WORK.
NOTES:
BRIDGE CRANE
REPAIR AREA
CAVITATION
EL 1110.38
EL 1143.00
EL 1179.00EL 1179.50
EL 1195.00
EL 1211.00
C
EL 1161.00
SWGR & SPRD'G ROOM
EL 1179.50
EL 1135.00
EL 1097.00
EL 1139.50
INTAKE FLOOR
NORMAL POWER POOL EL 1208.00
MAXIMUM DESIGN FLOOD EL 1221.60
C
L GENERATOR BAY
FLOW
L UNITS
EL 1157.00
DISTRIBUTOR>
NTS
UNITS 1-3
TYPICAL TRANSVERSE SECTION
MAXIMUM OPERATING POOL EL 1210.00
MINIMUM POWER POOL EL 1203.50
RUNNER
UNITS
EL 1148.00 ALL
BLADE>
INTAKE DECK EL 1234.00
MOUNT
EXISTING TMP
2' 2 11/16 "
29' 0" 35' 0"
L A
D D
E R
TURBINE MAINTENANCE PLATFORMTMP
ABBREVIATIONS:
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A R
M Y C
O R
P S O
F E
N G
IN
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T L
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O N
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S V
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S E S
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
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IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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A T
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54321
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BORDER VERSION UPDATE [09-2012]
M301SHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:16 PM
D R
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DETAILS OF DISCHARGE RING39519
TITLEDRAWING NUMBER
REFERENCE DRAWINGS:
330 1/2 "
259 1/2 "
264"
276 11/16 "
UNITS 1-3
PLAN OF DISCHARGE RING
12"
SCALE: 1"= 1'-0"
6" 0 1'
STIFFENERS, TYP
VERTICAL & HORIZONTAL
ULTRASONIC TESTING TO LOCATE
SEE SECTION 48 13 13.08 26.
2. CONTRACTOR TO PROVIDE DEBRIS NETTING FOR CAVITATION REPAIR WORK.
SEE SECTION 05 50 05.00 26.
1. CONTRACTOR TO INSTALL SCAFFOLDING FOR CAVITATION REPAIR WORK.
:NOTES
U .S
A R
M Y C
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P S O
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P S O
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IN
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G E R
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M-502
M-502
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IDENTIFICATION
SHEET
D A
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A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
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54321
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BORDER VERSION UPDATE [09-2012]
SHEET NAMESHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:18 PM
D R
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C H
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K E
D B
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STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFINER
TOP HORIZONTAL
STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFENER PL 1-1/2"
MIDDLE HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
TYPICAL TYPICAL
TYPICAL
T Y
P
IC
A L
T Y
P
IC
A L
T Y
P
IC
A L
TYPICAL TYPICAL
WICKET GATE
BOTTOM OF
WICKET GATE
BOTTOM OF
WICKET GATE
BOTTOM OF
STIFFINER
TOP HORIZONTAL
STIFFINER
TOP HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
STIFFENER PL 1-1/2"
BOTTOM HORIZONTAL
WICKET GATE
BOTTOM OF
PER UNIT
(2) SECTIONS
PER UNIT
(2) SECTIONS
STIFFENER 1-1/2"
TOP HORIZONTAL
TYPICAL
1 1/2 "
/4
/8
/1
8 5/16 "
8 5/16 "
/2
/1
/4
/8
/8
1 1/2 "2 1/2"
/2
/8
/8
1 1/2 " 1 1/2 "
/2
11 1/4 "
/4
/8
/8
11 1/4 "
/2
11 1/4 "
/4
/2
/2
EL 1148.00
BLADE
32 9/16" 33 1/16"
8 3/32"
8 3/32" 8 3/32"
PER UNIT
(20) SECTIONS
8 3/32"
32 9/16"
/2
/4
2 1/2"
/8
ANCHOR
TYPICAL
A
P P
R O
X L
O C
A T
IO
N O
F S
T A
IN
L E
S S S
T E
E L B
A N
D
S E
E N
O T
E
ANY MATERIAL REMOVAL.
5. ELEVATION OF BLADE CENTERLINE TO BE CONFIRMED BY CONTRACTOR PRIOR TO
4. DRAWING NOT TO SCALE.
CONTRACTOR FOR APPROVAL, PRIOR TO INSTALLATION OF ANCHORS.
ANCHOR QUANTITY & PATTERN WILL BE DETERMINED AND SUBMITTED BY THE
3. THE ANCHOR PATTERN IS SHOWN FOR GUIDANCE & ANCHOR PLANNING. THE ACTUAL
THE FIELD CONDITION OF THE DISCHARGE RING.
BY THE GOVERNMENT ONCE THE CONTRACTOR HAS ESTABLISHED AND REPORTED
APPROXIMATE. THE EXACT ANCHOR PATTERN AND LOCATIONS WILL BE ESTABLISHED
2. THE DIMENSIONS SHOWN ARE NOMINAL AND THE ANCHOR LAYOUT PATTERN IS
COMPLETING ANY WORK.
STAINLESS STEEL BAND TO BE CONFIRMED AND VERIFIED BY GOVT PRIOR TO
1. INSTALL ANCHORING WITHIN THE STAINLESS STEEL OVERLAY ONLY. LOCATION OF
NOTES:
NOTE 5
APPROX, SEE
DETAILS OF DISCHARGE RING39519
TITLEDRAWING NUMBER
REFERENCE DRAWINGS:
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
A R
M Y C
O R
P S O
F E
N G
IN
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T L
A N
D
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O N
H Y
D R
O E
L E
C T
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N C
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T
V
IN
S P
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T D
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O M
A H
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N E
B R
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K A
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T R
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T G
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B M
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W F
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C .A
L L E
N
M-503
A
M-501
A M-501
M-501
M-501
NTS
DISCHARGE RING SECTION
NTS
END SECTION
TYPICAL ANCHOR INSTALLATION
NTS
INTERIOR SECTION
TYPICAL ANCHOR INSTALLATION
NTS
END SECTION
TYPICAL ANCHOR INSTALLATION
S O
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N N
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S U
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D B
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P L
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C A
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C O
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C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
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54321
D
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B
A
/1
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BORDER VERSION UPDATE [09-2012]
SHEET NAMESHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:21 PM
D R
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4. INSTALL ANCHORING WITHIN THE 48" STAINLESS STEEL OVERLAY ONLY.
3. REFERENCE SHEET NUMBERS M-502 FOR TYPICAL ANCHORAGE LOCATIONS.
SEE SECTION 48 13 13.08 26.
2. CONTRACTOR TO PROVIDE DEBRIS NETTING FOR CAVITATION REPAIR WORK.
SEE SECTION 05 50 05.00 26.
1. CONTRACTOR TO INSTALL SCAFFOLDING FOR CAVITATION REPAIR WORK.
NOTES:
FULL STRENGTH OF THE REINFORCING BAR BUT NOT
LESS THAN 30".
BAR LENGTH TO BE LONG ENOUGH TO DEVELOP THE
DIAMETER
1 1/4" DRILL HOLE
3/8"
GROUT REBAR WITH EPOXY RESIN CARTRIDGES.
R 1/16" TYPICAL
EXISTING CONCRETE
R 1/16" TYPICAL
1/4" MIN EXCAVATION DEPTH
1/2"
DISCHARGE RING ANCHOR PATTERNM-502
TITLEDRAWING NUMBER
REFERENCE DRAWINGS:
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O
IN
T D
-3 -0 /3
O M
A H
A
N E
B R
A S
K A
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IS
T R
IC
T G
H
D C -B
B M
S A
R A
H R
A S
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M-503
U N
IT
S -3 C
A V
IT
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IR
P O
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IS
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T H D
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A
G P
M -5
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X .d g n
M
IL
E S P .E
D
IS
C H
A R
G E R
IN
G A
N C
H O
R A
G E A
L L U
N
IT
S
#8 ASTM A-706 REBAR
AFTER WELDING
CUT-OFF & GRIND FLUSH
/1
/1
W F
R
C .A
L L E
N
M-502
A DETAIL-TYPICAL ANCHOR INSTALLATION SECTION
SCALE: CUSTOM 3:2
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D A
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E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
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BORDER VERSION UPDATE [09-2012]
SHEET NAMESHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:23 PM
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EL 1148.00 UNIT 1-3
BLADE ROTATION>
UNITS 1-3
TEMPLATE POSITIONING
12"
SCALE: 1"= 1'-0"
6" 0 1'
FOR REALIGNMENT.
& SET, AND SUCH THAT IT CAN BE REMOVED AND REPLACED WITHOUT THE NEED
5. TEMPLATE WILL ATTACH TO BLADE SUCH THAT IT'S POSITION CAN BE ADJUSTED
THE REPAIRED SURFACES.
APPROVED EQUAL THAT ALLOWS ACCURATE CHECKING OF THE CONTOURS OF
4. TEMPLATE TO BE CONSTRUCTED OF 10 GAGE 6061 T6 ALUMINUM OR
AND SHALL BE LOCATED ACCURATELY AND PLUMB (SEE SECTION 48 13 13.08 26).
3. TEMPLATE TO BE MOUNTED ON THE TURBINE BLADE OR BORING MACHINE
SEE SECTION 48 13 13.08 26.
2. CONTRACTOR TO PROVIDE DEBRIS NETTING FOR CAVITATION REPAIR WORK.
SEE SECTION 05 50 05.00 26.
1. CONTRACTOR TO INSTALL SCAFFOLDING FOR CAVITATION REPAIR WORK.
NOTES:
FOR IDEAL CURVE GEOMETRY
REFERENCE SHEET FIO-003
U .S
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O R
P S O
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M Y C
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F E
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IN
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O N
H Y
D R
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T D
-3 -0 /3
O M
A H
A
N E
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A S
K A
O M
A H
A D
IS
T R
IC
T G
H
D C -B
B M
S A
R A
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K
M-504
U N
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S -3 C
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A T
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A
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P O
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T E
M P
L A
T E P
O S
IT
IO
N
IN
G
VERTICAL "CROSS-HAIRS"
VERTICAL "CROSS-HAIRS"
DISCHARGE RING
TEMPLATE
OF UNIT
HUB
TURBINE RUNNER
OF ROTATION>LONGEST BLADE AT ITS
THIS POINT MUST BE REFERENCED TO THE
EMBEDDED DISCHARGE RING
1" MIN TO FINISHED CONTOUR OF
G P
M -5
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E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
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B
A
/1
/2
BORDER VERSION UPDATE [09-2012]
SHEET NAMESHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:25 PM
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WITH STAINLESS STEEL
DETAILS OF PRE-WELDING RUNNER BLADE 39575-A
TITLEDRAWING NUMBER
REFERENCE DRAWINGS:
BLADE.
3. MT TO BE PERFORMED BY KTR PRIOR TO SPOT REPAIRS, ON BOTH SIDES OF THE
SEE SECTION 48 13 13.08 26.
2. CONTRACTOR TO PROVIDE DEBRIS NETTING FOR CAVITATION REPAIR WORK.
SEE SECTION 05 50 05.00 26.
1. CONTRACTOR TO INSTALL SCAFFOLDING FOR CAVITATION REPAIR WORK.
NOTES:
OUTFLOW EDGE
INFLOW EDGE
DETAIL - RUNNER BLADE INSPECTION AREA
AXIS OF ROTATION
"= 1'-0"2
1SCALE: 1
12" 9" 6" 3" 0 1'
AREA TO BE INSPECTED
U .S
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K A
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D C -B
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R A
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M-505
U N
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S -3 C
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S O
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A K
O
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E S P .E
D E
T A
IL
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U N
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18"
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S U
B M
IT
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P L
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C A
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C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2
BORDER VERSION UPDATE [09-2012]
m-5SHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:27 PM
D R
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C H
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K E
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RUNNER
F U
N
IT
W/P
S E
E S
H E
E T M
-5 T
H R
U M
-5
A R
E A O
F C
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ACCESS DOOR
DRAFT TUBE
/8
/2
/4
8"
/8
3/8
SEE NOTE 4
DRAFT TUBE LINER
W/P
3/8
SEE NOTE 4
/4
/2
7"
1 3/4"
3/4"
EL 1137
EL 1137
'-5
EL 1136
TYP
EXISTING TMP MOUNTS
60°
60°
EL 1136
LINER
DRAFT TUBE
/3
/3
POSITIONS WHICH FUNCTION WITH THE EXISTING PLATFORM.
4. BEVEL/CUT THE MOUNTS TO FIT FLUSH WITH THE DRAFT TUBE LINER IN THE FINAL
FEATHER PAINT.
NECESSARY FOR EACH MOUNT. BLAST AS CLEAN A LINE AS POSSIBLE AND DO NOT
NEW PAINT PER SPECIFICATION 09 97 02.00 26. A 12"x12" AREA IS ANTICIPATED TO BE
3. REPAIR PAINT DAMAGED DURING REPLACEMENT OF MOUNTS. BLAST AND PROVIDE
AND BUBBLE MODIFIED DIMENSIONS ON THE SHOP DRAWINGS.
INSTALLED WITHOUT BINDING. SUBMIT ALL MODIFIED DIMENSIONS FOR APPROVAL
MOUNT AND/OR DRAFT TUBE MOUNT DIMENSIONS TO ENSURE THE PLATFORM CAN BE
REQUIRED BY SPECIFICATION 05 50 05.00 26. IF NECESSARY, MODIFY PLATFORM
ELEVATION. FIELD VERIFY THE DRAFT TUBE DIMENSIONS PRIOR TO FABRICATION AS
ENSURE THE PLATFORM'S FINAL POSITION IS LEVEL AND MATCHES THE CURRENT
PERFORMED. LOCATE AND INSTALL THE DRAFT TUBE MOUNTS AT AN ELEVATION TO
SAMPLING WILL NOT BE REQUIRED UNTIL THE DRAFT TUBE MOUNT PAINTING IS
THE LINER STEEL PER 05 50 05.00 26. PAINT REPAIRS OF LOCATIONS DAMAGED DURING
A CHEMICAL COMPOSITION TEST IS REQUIRED TO DETERMINE THE WELDABILITY OF
2. WELD DRAFT TUBE MOUNTS TO DRAFT TUBE LINER PER SPECIFICATION 05 50 03.00 26.
1. REMOVE THE EXISTING MOUNTS AND GRIND TO A FLUSH SURFACE.
NOTES:
TURBINE MAINTENANCE PLATFORMTMP
ABBREVIATIONS:
1" A36 PL
TMP MOUNTS
3/4" A36 PL
TMP MOUNTS
EL 1136
EL 1135
EL 1137
EL 1137
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K A
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T G
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B M
M-506
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A V
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A T
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T H D
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T U
R B
IN
E M
A
IN
T P
L A
T F
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M S
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P O
R T S
E-301
A3
G P
M -5
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C .A
L L
N
TMP MOUNTS
DETAIL - TRANSVERSE SECTION
SCALE: 12' = 1'-0"
TMP MOUNTS - POSITIONING EL 1135.00
DETAIL - SECTION
SCALE: 12' = 1'-0"
TMP MOUNTS - TYP 2 PLACES
DETAIL - SECTION
SCALE: 12" = 1'-0"
TMP MOUNTS - TYP 4 PLACES
DETAIL - SECTION
SCALE: 12" = 1'-0"
O
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D E
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N M
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K
D A
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S
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E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
C O
N T
R A
C T N
O
IDENTIFICATION
SHEET
D A
T E
A P
P R
D R
A W
IN
G N
U M
B E
R of Engineers
US Army Corps
P L
O T D
A T
E
54321
D
C
B
A
/1
/2
BORDER VERSION UPDATE [09-2012]
SHEET NAMESHEET NAME:g2hdcgp9 GARY PYLEBY USERNAME:ANSI DDRAWING PLOT SIZE: DATE AND TIME PLOTTED: 12/11/2018 3:23:30 PM
D R
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| GP56_G-001XXX |
| GP56_G-002XXX |
| GP56_M-301XXX |
| GP56_M-501XXX |
| GP56_M-502XXX |
| GP56_M-503XXX |
| GP56_M-504XXX |
| GP56_M-505XXX |
| GP56_M-506XXX |
| 2018-12-13T16:46:23-0800 | |
| CALNON.JAMES.D.1231641170 |
| 2018-12-14T11:57:06-0800 | |
| MILES.STEVEN.ROBERT.1031191196 |
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