Bowman_Haley_16-B-0002__Drawings.pdf
PDF 17 MB Posted
- Attached to
- Outlet Gate Valve Replacement Federal contract opportunity
- Solicitation number
- W9128F16B0002
About this file
Drawing
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| IFB_Abstract.pdf | ||
| Bridge_Drawings.pdf | ||
| Site_Visit_RFI_.pdf | ||
| Amendment_0002.pdf | ||
| Amendment_0001.pdf | ||
| Bowman_Haley_16-B-0002_Specs_14_Jan_2016.pdf |
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
US Army Corps of Engineers
Omaha District
US Army Corps of Engineers
Omaha District
STRUCT/INTER
MECH
ENVIR
ELECT
CIVIL
ARCH
GEOT
JANUARY 2016
FOR ADVERTISEMENT
NORTH DAKOTA
SOLICITATION NO. W9128F-16-B-0002
OUTLET GATE VALVE
REPLACEMENT
BOWMAN-HALEY DAM & LAKE
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION AND APPROVAL OF DRAWINGS IN THIS SET.
THIS PROJECT WAS DESIGNED BY THE OMAHA DISTRICT OF THE US ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES
AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE SCOPE OF THEIR
EMPLOYMENT AS REQUIRED BY ER 1110-1-8152
DRAWING SHEET INDEX
SHEET ID. SHEET TITLE
G-001 COVER SHEET
G-002 AS-BUILT LOCATION MAP
C-001 NOTES & SECTIONS
C-002 EXISTING CONDITIONS PHOTOGRAPHS
C-300 AS-BUILT INTAKE STRUCTURE
C-700 AS-BUILT INTAKE STRUCTURE
C-701 AS-BUILT INTAKE STRUCTURE
C-702 AS-BUILT GATE VALVE & SLIDE GATE
C-703 AS-BUILT OUTLET MODIFICATION
C-704 AS-BUILT OUTLET MODIFICATION
C-705 AS-BUILT OUTLET MODIFICATION
C-706 AS-BUILT KNIFE GATE VALVE
C-707 AS-BUILT KNIFE GATE VALVE
S O
L I C
I T
A T
I O
N
N
O
F I L E
N
A M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
U M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
C T
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
Y
D
M
O U
T L
G
T
E
V
A L
V
R
P
L A
C E
M E
N T
B H
A S
B
U I L
T
L
O C
A T
I O
N
M
A P
F
I
F O
R M
A T
I O
N
O
N L
Y
G-002
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
H
W
F
B
F
V
E R
T I S
E M
E N
T
13SCALE: NOT TO SCALE (NTS)
AS-BUILT LOCATION MAP
A3
Omaha District
NOTE: THIS SHEET IS PROVIDED FOR
INFORMATION ONLY. NO NEW WORK IS SHOWN
ON THIS SHEET. THIS SHEET IS PROVIDED TO
DEPLICT THE LAYOUT OF THE FACILITY IN
AROUND THE WORK AREA.
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
N O
T E
S
A
T
A I L
S
C-001
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
Omaha District
SCALE: NOT TO SCALE (NTS)
OUTLET STRUCTURE WORK
A4
BACKGROUND NOTES (FOR INFORMATION ONLY) :
1. THE LOCATION OF BOWMAN-HALEY LAKE IS SHOWN ON THE LOCATION
MAP IN DETAIL A3 OF DRAWING SHEET G-002. THE OUTLET STRUCTURE IS
LOCATED ON THE EAST END OF BOWMAN-HALEY DAM AND LAKE AS SHOWN
ON THE PLAN IN DETAIL A3 OF DRAWING SHEET G-002. PHOTOS A1 AND B1
OF DRAWING SHEET C-101 SHOW SEVERAL VIEWS OF THE OUTLET
STRUCTURE. AS SHOWN ON THESE PHOTOGRAPHS, THE CONCRETE OUTLET
STRUCTURE IS ACCESSIBLE BY FOOT FROM THE SPILLWAY CREST ACCESS
ROAD USING A PRIMITIVE TRAIL ACROSS THE RIPRAP UPSTREAM SLOPE
PROTECTION AND THEN A GATED CONCRETE FOOT BRIDGE.
2. THE AS-BUILT DRAWINGS SHOWN ON DRAWING SHEETS C-300, C-700 AND
C-701 SHOW VIEWS OF THE OUTLET STRUCTURE AS IT WAS ORIGINALLY
CONSTRUCTED AROUND 1967. AS SHOWN ON THESE AS-BUILT DRAWINGS
AND DETAIL A4 OF THIS DRAWING SHEET, THE OUTLET STRUCTURE CONTAINS
A WET WELL (WEST END OF OUTLET STRUCTURE) AND A DRY WELL (EAST END
OF OUTLET STRUCTURE). THE WET WELL HOUSES THE EXISTING SLIDE GATE
AND KNIFE GATE VALVES, AND THE DRY WELL HOUSES THE 30-INCH GATE
VALVE AND 30-INCH DIAMETER LOW FLOW CONDUIT. DRAWING SHEET
C-702 SHOWS THE RECORD SHOP DRAWINGS FOR THE GATE VALVE AND
SLIDE GATE ASSEMBLIES. THE ACCESS GRATE/HATCH FOR THE WET AND DRY
WELLS CAN BE SEEN ON PHOTO C1 OF DRAWING SHEET C-002 WHERE THE
WET WELL GRATE IS DIRECTLY UNDER THE EXISTING SLIDE GATE HAND
WHEEL. THE TWO HAND WHEELS FOR THE KNIFE GATE VALVES THAT ARE
MOUNTED ON THE OUTSIDE OF THE OUTLET STRUCTURE CAN ALSO BE SEEN
ON THIS DRAWING.
3. AROUND 1987, THE WET WELL TRASH RACK WAS REMOVED AND TWO
KNIFE GATE VALVES WERE ADDED TO THE OUTLET STRUCTURE. DRAWING
SHEETS C-703, C-704 AND C-705 SHOW THE AS-BUILT DRAWINGS FOR KNIFE
GATE VALVE CONSTRUCTION WHILE DRAWING SHEETS C-706 AND C-707
SHOW THE SHOP DRAWINGS FOR THE KNIFE GATE VALVE ASSEMBLY TO
INCLUDE ADAPTER, TRASH RACK AND ICE GUARD. AFTER THE KNIFE GATE
VALVE CONSTRUCTION, THE STATE OF NORTH DAKOTA ADDED AN 18-INCH
POLYETHYLENE PIPE TO THE NORTHERN KNIFE GATE VALVE FOR DRAWING
WATER FROM THE LAKE BOTTOM. THIS PIPE IS SHOWN ON THE “LOW FLOW
MODIFICATION” - PROFILE IN DETAIL A3 OF DRAWING SHEET C-703
CURRENTLY, THE PIPE IS DISCONNECTED FROM THE NORTHERN VALVE.
4. LOW FLOW WATER DISCHARGE INTO THE OUTLET STRUCTURE WET WELL
FROM THE LAKE IS CONTROLLED BY TWO (2) EXISTING KNIFE GATE VALVES
MOUNTED ON THE OUTSIDE OF THE OUTLET STRUCTURE. DUE TO LEAKAGE
THE KNIFE GATE VALVES DO NOT FORM A WATERTIGHT SEAL AS SHOWN ON
PHOTO D3 (NORTHERN VALVE) AND PHOTO A4 (SOUTHERN VALVE) OF
DRAWING SHEET C-002. THESE PHOTOGRAPHS WERE TAKEN ON 09 MARCH
2015.
KEYED NOTES:
KEYED NOTES DENOTED BY ON DETAIL A4.
DEMOLISH EXISTING AND PROVIDE NEW GATE VALVE ASSEMBLY.
DEMOLISH EXISTING AND PROVIDE NEW FLOW PIPE ASSEMBLY.
DEMOLISH EXISTING AND PROVIDE NEW SLIDE GATE ASSEMBLY.
DEMOLISH EXISTING AND PROVIDE NEW WET WELL ACCESS LADDER.
PROVIDE NEW CATHODIC PROTECTION FOR NEW SLIDE GATE AND EXISTING
KNIFE GATE VALVE ASSEMBLIES (2 EACH).
GROUT IN EXISTING GATE VALVE STEM EXTENSION CONCRETE CUTOUT AND
CORE DRILL NEW CUTOUT THROUGH EXISTING CONCRETE FLOOR AS
REQUIRED TO INSTALL NEW GATE VALVE STEM EXTENSION.
DRY WELL
WET WELL
WET WELL ACCESS LADDER
KNIFE GATE VALVE
GATE VALVE
SLIDE GATE
LOW FLOW PIPE
VALVE/GATE OPERATORS
OUTLET PIPE
GENERAL NOTES:
1. PROJECT WORK AT THE BOWMAN-HALEY DAM AND LAKE OUTLET
STRUCTURE INCLUDES THE FOLLOWING:
A. DEMOLISH EXISTING AND PROVIDE NEW GATE VALVE ASSEMBLY.
B. DEMOLISH EXISTING AND PROVIDE NEW LOW FLOW PIPE.
B. DEMOLISH EXISTING AND PROVIDE NEW SLIDE GATE ASSEMBLY.
C. DEMOLISH EXISTING AND PROVIDE NEW WET WELL ACCESS LADDER.
D. PROVIDE NEW CATHODIC PROTECTION FOR NEW SLIDE GATE AND
EXISTING KNIFE GATE VALVES (2 EACH).
2. THE APPROXIMATE LOCATION OF THE PROJECT WORK IS SHOWN BY KEYED
NOTES ON SECTION A4 OF THIS DRAWING SHEET. SECTION A4 IS A SECTION
THROUGH THE OUTLET STRUCTURE AND CORRESPONDS TO SECTION G-G IN A3
OF DRAWING SHEET C-300.
3. THE WORK SPECIFIED ON THE GENERAL NOTES, KEYED NOTES AND SECTION
A4 OF THIS DRAWING SHEET, AND THE REFERENCES TO DRAWING SHEET C-300
(UNLESS OTHERWISE NOTED ON THESE SHEETS) ENCOMPASS THE PROJECT
WORK.
4. DRAWING SHEETS C-002, C-700, C-701, C-702, C-703, C-704, C-705, C-706
AND C-707 ARE PROVIDED FOR INFORMATION ONLY AND DO NOT
ENCOMPASS PROJECT WORK.
5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING INFORMATION ON THE
AS-BUILT DRAWINGS PROVIDED.
6. THE CONTRACTOR SHALL PREVENT GENERAL PUBLIC ACCESS TO THE
OUTLET STRUCTURE AT ALL TIMES.
7. THE CONTRACTOR MAY ESTABLISH A STAGING AREA AT THE SOUTHEAST
CORNER AT THE INTERSECTION OF 138TH AVENUE SOUTHWEST AND THE
BOWMAN-HALEY DAM AND LAKE USE AREA ENTRANCE ROAD.
8. THE CONTRACTOR IS RESPONSIBLE FOR DEWATERING THE WET WELL TO
COMPLETE THE SPECIFIED PROJECT WORK AND SHALL COORDINATE WITH THE
GOVERNMENTIN CONTROLLINIG RESERVIOR WATER DISCHARGES THROUGH
THE LOW FLOW PIPING SYSTEM. THE CONTRACTOR SHALL MINIMIZE THE
TIME THAT WATER DISCHARGE THROUGH THE LOW FLOW PIPING SYSTEM IS
SHUT OFF SO THAT BASE FLOWS CAN BE PROVIDED TO HE RECEIVING STREAM
DOWNSTREAM OF THE DAM.
9. THE WET WELL IS DESIGNATED AS A PERMITTED CONFINED SPACE AND THE
DRY WELL AS A NON PERMITTED CONFINED SPACE. THE CONTRACTOR SHALL
COMPLY WITH ALL CONFINED SPACE REQUIREMENTS.
10. CUT EXISTING ANCHOR BOLTS TO BE DEMOLISHED FLUSH WITH CONCRETE
SURFACES. REPAIR VOIDS LEFT IN EXISTING CONCRETE FROM DEMOLITION
WORK WITH GROUT. GROUTED SURFACES SHALL HAVE A SMOOTH FINISH
AND STRUCK OFF LEVEL WITH ADJACENT EXISTING CONCRETE SURFACES.
GATE VALVE ASSEMBLY WORK
11. DEMOLISH THE EXISTING 30-INCH GATE VALVE ASSEMBLY LOCATED IN THE
DRY WELL TO INCLUDE VALVE, COUPLING, STEM EXTENSION, STEM GUIDES,
GEAR CASE, HAND WHEEL AND WALL BRACKETS. THE GATE VALVE ASSEMBLY
IS SHOWN ON SECTION G-G IN DETAIL A3 OF DRAWING SHEET C-300 AND THE
RECORD SHOP DRAWING FOR THE EXISTING GATE VALVE ASSEMBLY IS SHOWN
ON DETAIL A3 OF DRAWING SHEET C-702. PHOTOS D1, A2, B2, C2 AND D2 OF
DRAWING SHEET C-002 SHOW VIEWS OF THE EXISTING VALVE ASSEMBLY.
DEMOLITION ALSO INCLUDES REMOVING EXISTING HEAT TAPE SHOWN ON
PHOTOS C2 AND D2 FROM THE VALVE ASSEMBLY AND CONNECTING 30-INCH
LOW FLOW PIPE.
12. PROVIDE NEW 30-INCH GATE VALVE ASSEMBLY TO INCLUDE VALVE, STEM
EXTENSIONS, STEM GUIDES, GEAR CASE, POSITION INDICATOR, HAND WHEEL,
WALL BRACKETS AND OTHER ASSOCIATED FEATURES TO MEET REQUIREMENTS
SHOWN ON SECTION G-G IN DETAIL A3 OF DRAWING SHEET C-300. NEW GATE
VALVE SHALL HAVE A NON-RISING STEM.
13. NEW GATE VALVE SHALL BE MANUFACTURED TO CONNECT TO EXISTING
UPSTREAM MECHANICAL FLANGE ON EXISTING CAST-IRON-PIPE USING
ORIGINAL BOLT HOLE PATTERN. REPAIR CORRODED METAL ON EXISTING
MECHANICAL FLANGE ATTACHMENT SURFACES AND BOLT HOLES FOR A
WATERTIGHT FIT. PROVIDE GATE VALVE MANUFACTURER APPROVED GASKET
MATERIAL AS REQUIRED.
14. PROVIDE VERTICAL SUPPORT FOR THE GATE VALVE PER MANUFACTURER'S
REQUIREMENTS. SUPPORT SHALL ADEQUATELY TRANSFER VERTICAL LOADS
TO DRY WELL CONCRETE FLOOR PER STRUCTURAL CODE REQUIREMENTS.
LOW FLOW PIPE WORK
15. DEMOLISH EXISTING 30-INCH CAST IRON LOW FLOW PIPE INCLUDING
JOINT COUPLING IN THE DRY WELL FROM THE EXISTING GATE VALVE FLANGE
TO EXISTING LOW FLOW PIPE ELBOW FLANGE (APPROXIMATELY 4-FEET IN
LENGTH). THE LOW FLOW PIPE IS SHOWN ON SECTION G-G IN DETAIL A3 OF
DRAWING SHEET C-300. PHOTO D2 OF DRAWING SHEET C-002 SHOWS A VIEW
OF PART OF THE LOW FLOW PIPE AND COUPLING. DEMOLITION ALSO
INCLUDES REMOVING EXISTING HEAT TAPE SHOWN ON PHOTOS C2 AND D2
FROM THE VALVE ASSEMBLE AND CONNECTING 30-INCH LOW FLOW PIPE.
16. PROVIDE NEW 30-INCH DUCTILE IRON PIPE SECTIONS FASTENED TOGETHER
WITH A DUCTILE IRON DRESSER COUPLING TO CONNECT NEW GATE VALVE
FLANGE TO EXISTING LOW FLOW PIPE ELBOW FLANGE. INSTALL DRESSER
COUPLING PER MANUFACTURER'S REQUIREMENTS TO INCLUDE EXPANSION
AND CONTRACTION SPECIFICATIONS, AND PROVIDING VERTICAL SUPPORT OF
THE COUPLING.
SLIDE GATE ASSEMBLY WORK
17. DEMOLISH EXISTING 30-INCH SLIDE GATE SYSTEM ASSEMBLY IN THE WET
WELL TO INCLUDE FRAME, GATE LEAF, STEM EXTENSION, STEM GUIDES, GEAR
CASES, HAND WHEEL AND WALL BRACKETS. THE SLIDE GATE ASSEMBLY IS
SHOWN IS SHOWN ON SECTION G-G IN DETAIL A3 OF DRAWING SHEET C-300
AND THE RECORD SHOP DRAWING FOR THE EXISTING SLIDE GATE SYSTEM IS
SHOWN ON DETAIL C3 OF DRAWING SHEET C-702. PHOTOS B3, C3, D4, A5, B5
AND C5 OF DRAWING SHEET C-002 SHOW VIEWS OF THE EXISTING GATE
ASSEMBLY.
18. CLEAN EXISTING CONCRETE SURFACES, REMOVE UNSUITABLE CONCRETE
MATERIAL, AND GROUT VOIDS FOR ATTACHMENT OF SLIDE GATE FRAME
MEETING REQUIREMENTS OF SLIDE GATE MANUFACTURER.
19. THE EXISTING WALL THIMBLE MAY BE REUSED PROVIDED THAT THE
THIMBLE AND EXISTING ANCHOR BOLTS ARE STRUCTURALLY SOUND AS
REQUIRED BY SLIDE GATE MANUFACTURER, AND A WATERTIGHT FIT CAN BE
FORMED BETWEEN THE EXISTING THIMBLE AND NEW SLIDE GATE FRAME.
REPAIR CORRODED METAL ON EXISTING WALL THIMBLE ATTACHMENT
SURFACES FOR A WATERTIGHT FIT PROVIDING SLIDE GATE MANUFACTURER
APPROVED GASKET MATERIAL AS NEEDED.
20. PROVIDE NEW 30-INCH SLIDE GATE ASSEMBLY TO INCLUDE FRAME, GATE
LEAF, STEM EXTENSIONS, STEM GUIDES, GEAR CASES, HAND WHEEL, AND
WALL BRACKETS TO MEET REQUIREMENTS SHOWN ON SECTION G-G IN DETAIL
A3 OF DRAWING SHEET C-300. NEW SLIDE GATE SHALL BE FOR A ROUND
OPENING AND HAVE A RISING STEM.
21. NEW HAND WHEEL SHALL EXTEND 42-INCHES ABOVE THE TOP OF THE WET
WELL ACCESS GRATE TOP SURFACE AND SHALL BE SUPPORTED AS REQUIRED
BY THE SLIDE GATE MANUFACTURER ALLOWING ADEQUATE PERSONNEL
ACCESS AROUND BOTH SIDES OF THE HAND WHEEL. REPAIR DAMAGED WET
WELL GRATE GALVANIZED SURFACES FROM DEMOLITION AND CONSTRUCTION
WORK PER ASTM A780/A780M-09(2015).
WET WELL ACCESS LADDER WORK
22. DEMOLISH EXISTING WET WELL ACCESS LADDER, WALL SUPPORTS AND
ANCHOR BOLTS. THE WET WELL ACCESS LADDER IS SHOWN ON SECTION G-G
IN DETAIL A3 OF DRAWING SHEET C-300. PHOTOS C3 AND C4 OF DRAWING
SHEET C-002 SHOW THE EXISTING ACCESS LADDER ALONG WITH WALL
SUPPORTS AND ANCHOR BOLTS.
23. PROVIDE NEW WET WELL ACCESS LADDER, WALL SUPPORTS AND ANCHOR
BOLTS TO MEET REQUIREMENTS SHOWN ON SECTION G-G IN DETAIL A3 OF
DRAWING SHEET C-300. CLEAN EXISTING CONCRETE SURFACES, REMOVE
UNSUITABLE CONCRETE MATERIAL, AND GROUT VOIDS FOR ATTACHMENT OF
NEW ACCESS LADDER MEETING REQUIREMENTS OF ACCESS LADDER
MANUFACTURER. NEW LADDER SHALL HAVE 30 RUNGS WITH 29 SPACES AT
1'-0” ON-CENTER.
CATHODIC PROTECTION SYSTEM WORK
24. DESIGN AND PROVIDE A GALVANIC ANODE CATHODIC PROTECTION
SYSTEM FOR THE NEW SLIDE GATE ASSEMBLY AND TWO EXISTING KNIFE GATE
VALVE ASSEMBLIES. THE EXISTING KNIFE GATE VALVE ASSEMBLIES ARE
SHOWN ON OUTLET WORKS - PLAN IN DETAIL A3 OF DRAWING SHEET C-703,
AND IN DETAIL A3 OF DRAWING SHEET C-704 AND DRAWING SHEET C-705.
THE RECORD DRAWINGS FOR THE EXISTING KNIFE GATE VALVE ASSEMBLIES
ARE SHOWN ON DETAIL A3 OF DRAWING SHEET C-706 AND DRAWING SHEET
C-707. PHOTOS D3, A4 AND B4 OF DRAWING SHEET C-002 SHOW VIEWS OF
THE EXISTING KNIFE GATE VALVE ASSEMBLIES.
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
E X
I S
T I N
G
C
O N
D I T
I O
P
O
T O
G R
A P
H S
F
F O
R M
A T
I O
N
O
N L
Y
C-002
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
Omaha District
SCALE: NOT TO SCALE (NTS)
DRY WELL UPPER LEVEL
D1
SCALE: NOT TO SCALE (NTS)
OUTLET STRUCTURE
C1
SCALE: NOT TO SCALE (NTS)
OUTLET STRUCTURE
B1
SCALE: NOT TO SCALE (NTS)
OUTLET STRUCTURE
A1
SCALE: NOT TO SCALE (NTS)
DRY WELL GATE VALVE
D2
SCALE: NOT TO SCALE (NTS)
DRY WELL GATE VALVE
C2
SCALE: NOT TO SCALE (NTS)
DRY WELL LOWER LEVEL
B2
SCALE: NOT TO SCALE (NTS)
DRY WELL UPPER LEVEL
A2
SCALE: NOT TO SCALE (NTS)
NORTH KNIFE GATE VALVE
D3
SCALE: NOT TO SCALE (NTS)
WET WELL ENTRANCE
C3
SCALE: NOT TO SCALE (NTS)
WET WELL ENTRANCE
B3
SCALE: NOT TO SCALE (NTS)
DRY WELL PIPE
A3
SCALE: NOT TO SCALE (NTS)
WET WELL SLIDE GATE
D4
SCALE: NOT TO SCALE (NTS)
WET WELL LOWER LEVEL
C4
SCALE: NOT TO SCALE (NTS)
KNIFE GATE VALVE ANODE
B4
SCALE: NOT TO SCALE (NTS)
SOUTH KNIFE GATE VALVE
A4
SCALE: NOT TO SCALE (NTS)
SLIDE GATE FRAME
C5
SCALE: NOT TO SCALE (NTS)
WET WELL SLIDE GATE
B5
SCALE: NOT TO SCALE (NTS)
WET WELL SLIDE GATE
A5
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
I N
T A
K
R
U C
T U
R E
C-300
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT INTAKE STRUCTURE
A3
Omaha District
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
I N
T A
R
U C
T U
R E
F
F O
R M
A T
I O
N
O
N L
Y
C-700
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT INTAKE STRUCTURE
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
I N
T A
R
U C
T U
R E
F
F O
R M
A T
I O
N
O
N L
Y
C-701
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT INTAKE STRUCTURE
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
G
A T
E
V
A L
I D
E
G
A T
E
F
F O
R M
A T
I O
N
O
N L
Y
C-702
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT GATE VALVE
A3
Omaha District
SCALE: NOT TO SCALE (NTS)
AS-BUILT SLIDE GATE
C3
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
O
U T
L E
T
M
O D
F I C
A T
I O
N
F
F O
R M
A T
I O
N
O
N L
Y
C-703
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT OUTLET MODIFICATION
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
O
U T
L E
T
M
O D
F I C
A T
I O
N
F
F O
R M
A T
I O
N
O
N L
Y
C-704
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT OUTLET MODIFICATION
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
O
U T
L E
T
M
O D
I F
I C
A T
I O
N
F
F O
R M
A T
I O
N
O
N L
Y
C-705
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT OUTLET MODIFICATION
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
K
N I F
E
G
A T
E
V
A L
V E
F
F O
R M
A T
I O
N
O
N L
Y
C-706
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT KNIFE VALVE
L I C
I T
A T
I O
N
N
O
F I
M
E
D W
N
B
Y
C K
D
B
Y
D E
S I G
N E
D
B
Y
D E
S C
R I P
T I O
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F I
M
B E
R
S I Z
E
S U
B M
I T
T E
D
B
Y
P L O
T
S
C A
L E
I S
S U
E
D
A T
E
D A
T E
M A
R K
D E
S C
R I P
T I O
N
C O
N T
R A
SHEET
IDENTIFICATION
D A
T E
A P
P R
SHEET OF
US Army Corps of Engineers
B O
W M
A N
H
A L
M
O U
T L
T
E
V
A L
P
L A
C E
M E
N T
B H
A S
B
U I L
T
K
N I F
E
G
A T
E
V
A L
V E
F
F O
R M
A T
I O
N
O
N L
Y
C-707
C H
A R
L E
S
S
T A
R N
E R
C S
T A
R N
E R
C H
A R
L E
S
S
T A
R N
E R
A R
W
F
B
F
V
E R
T I S
E M
E N
T
SCALE: NOT TO SCALE (NTS)
AS-BUILT KNIFE VALVE
File details come from the government source that posted it. Updated .