W912ES24B0012_PLANS.pdf
PDF 16 MB Posted
- Attached to
- Lock & Dam 2 Barge Impact Repair Federal contract opportunity
- Solicitation number
- W912ES24B0012
About this file
This document is a Request for Bids (IFB) for a firm-fixed price construction contract to repair damage to the upstream guidewall of Lock & Dam 2 in Hastings, MN. In late October 2023, a barge collision caused significant damage to Monolith 25 of the guidewall, requiring demolition and realignment of the foundation. The principal repair is replacing approximately 180 CY of cast-in-place reinforced concrete, some of which is below water. The contractor will need to provide an engineered dewatering system. The work must be completed between the end of the 2024 navigation season (tentatively December 9) and early March 2025, under adverse winter conditions. This IFB is 100% set-aside for Small Businesses, with a NAICS code of 237990 and an estimated construction value between $1,000,000 and $5,000,000. The procuring agency is the U.S. Army Corps of Engineers - St. Paul District.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| W912ES24B0012 Bid Abstract (signed).pdf | ||
| 02 41 00 AMEND4.pdf | ||
| W912ES24B0012-0004 Amendment 0004.pdf | ||
| W912ES24B0012-0003 Amendment 0003.pdf | ||
| W912ES24B0012-0002 Amendment 2.pdf | ||
| W912ES24B0012_Amend_2 Section 01 14 00.00 13.pdf | ||
| W912ES24B0012-0001 Amendment 0001.pdf | ||
| 01 14 00.00 13 Amend.pdf | ||
| W912ES24B0012_SPECS.pdf |
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HASTINGS, MN
LOCK AND DAM 2
MISSISSIPPI RIVER
LOCK AND DAM 2 BARGE IMPACT REPAIR
W912ES24B0012
JULY 2024
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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APPROVED BY:
APPROVAL RECOMMENDED BY:
CHIEF DIVISIONENGR & CONST
EC-D
CHIEF
CHIEF BRANCH
BRANCH
CHIEF BRANCH
EC-H
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MENDATION OF ALL DRAWINGS IN THIS SET.
SIGNATURES INDICATE OFFICIAL RECOM-
MENT AS REQUIRED BY ER 1110-1-8152.
WITHIN THE SCOPE OF THEIR EMPLOY-
APPEAR ON THESE PROJECT DOCUMENTS
TRATION DESIGNATIONS OF INDIVIDUALS
THE INITIALS OR SIGNATURES AND REGIS-
PAUL DISTRICT CORPS OF ENGINEERS.
THIS PROJECT WAS DESIGNED BY THE ST.
TECHNICAL LEAD
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A1
SCALE: 1" = 500'
VICINITY MAP
H13
SCALE: NTS
PROJECT LOCATION MAP
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STA. 0+84N
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8205 C OFF SHEET
1910 S OFF SHEET
®of Engineers
US Army Corps
U .S
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DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
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DRAWING AREA TITLE
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GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT WITH
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT WITH
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL WITH
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL WITH
FRONT SIDE
ELEVATION
TOP
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
INSIDE FACE
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
* UNLESS OTHERWISE NOTED ON EACH SHEET
APPROX
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VERTICAL CONTROL POINT
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C/L OR CL
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POINT OF BEGINNING
POINT OF ENDING
HT HEIGHT
CONCRETE DEMOLITION
FORMED CONCRETE REPAIR
®of Engineers
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U .S
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SPECIFICATIONS.
ILLUSTRATE SEVERAL OF THE COMPONENTS OF THE REPAIR. SEE
REFERENCE DRAWINGS HAVE BEEN ATTACHED TO THIS PLAN SET TO 8.
VERIFIED BY THE CONTRACTOR.
COORDINATES FOR HORIZONTAL AND VERTICAL CONTROL POINTS SHALL BE 7.
UTILITIES.
LOCATION OF UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE TO THESE
IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO THE TYPE AND
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR
THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION 6.
CONVERSION IS NAVD 88 + 0.36 FT = MSL 1912
DRAWINGS ARE BASED ON MSL 1912 VERTICAL DATUM.5.
VERTICAL CONTROL BASED ON MSL 1912 VERTICAL DATUM.4.
COMBINED FACTOR IS 0.999903633.3.
MINNESOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE.
HORIZONTAL CONTROL BASED ON U.S. SURVEY FEET NAD83 (2011) 2.
OFFICER UPON CONTRACT AWARD.
CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING
TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL 1.
GENERAL NOTES
N
0 1" 2"1/2"
SECTION
SAME DRAWING
VIEW SHOWN ON
ELEVATION WITH
ANOTHER DRAWING
VIEW SHOWN ON
ELEVATION WITH
CONCRETE
ENGINEERS
U.S. ARMY CORPS OF USACE
DEG DEGREE
WORK LIMITS
HORZ./VERT. CONTROL POINT
NTS NOT TO SCALE
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ELEVATION SECTION
SCALE: 1/4" = 1'-0"
A15
H1
PLAN
TO MONOLITH UG24
VERTICAL CONCRETE REPAIRS
CONDUCT HORIZONTAL AND
UG25
CONCRETE ON MONOLITH
DEMOLISH AND REMOVE
ORIGINAL STRUCTURE
MONOLITH UG25 TO
APPURTENANCES FOR
PLACE CONCRETE AND
FROM EMERGENCY REPAIR
BEAM, ANGLES AND ANCHORS
REMOVE EXISTING STEEL
SEE ELECTRICAL SHEETS FOR DETAILS.
OF MONOLITH UG25 STRUCTURE.
LIGHTS FOLLOWING CONSTRUCTION
REMOVE, PROTECT AND REINSTALL
ORIGINAL STRUCTURE
MONOLITH UG25 TO
APPURTENANCES FOR
PLACE CONCRETE AND
ORIGINAL STRUCTURE
MONOLITH UG25 TO
APPURTENANCES FOR
PLACE CONCRETE AND
FROM EMERGENCY REPAIR
BEAM, ANGLES AND ANCHORS
REMOVE EXISTING STEEL
EXISTING CONCRETE SURFACES.
MONOLITH UG24. MATCH ADJACENT
FORMED CONCRETE REPAIRS TO
HORIZONTAL AND VERTICAL
FIELD VERIFY LIMITS AND CONDUCT
TO MONOLITH UG24 AND UG25
INSTALL NEW HANDRAILING
TO MONOLITH UG24 AND UG25
INSTALL NEW HANDRAILING
SEE ELECTRICAL SHEETS FOR DETAILS.
MONOLITH UG25 STRUCTURE.
FOLLOWING CONSTRUCTION OF
OUTDRAFT POST AND LIGHTS
REMOVE, PROTECT AND REINSTALL
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UG23 UG24 UG25
UG23 UG24 UG25
EL. 680.0 FT
EL. 680.0
®of Engineers
US Army Corps
U .S
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SECTION THROUGH UG241.
NOTE:
SPECIFICATIONS AND THE REMAINING DRAWINGS.
WORK REQUIRED AND ITS LOCATION. FOR COMPLETE REQUIREMENTS SEE
THE WORK SHOWN ON THIS SHEET IS A GENERAL DESCRIPTION OF THE 1.
GENERAL NOTES
LEGEND
CONCRETE
FLOW
0 4' 8'2'
FORMED CONCRETE REPAIR
8'0 4' 16'8'0 4' 16'
8'0 4' 16'
EL. 694.0
EL. 687.0
EL. 673.0
EL. 665.0
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SCALE: 1" = 100'
KEY PLAN
K11
SCALE: NTS
DETAIL - UPPER GUIDEWALL
TO EXISTING UG24
CONCRETE REPAIRS
TO BE RECONSTRUCTED
END MONOLITH UG25
OF GUIDEWALL REPAIR
UG24 AND UG25 - LOCATION
UPPER GUIDEWALL
LOCK CHAMBER
LOWER GUIDEWALL
(NOT IN OPERATION)
LOCK CHAMBER
SPILLWAY
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MISSISSIPPI RIVER
CRIB
SPILLWAY
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CRIB
CRIB
SPILLWAY
APRON
CRIB
®of Engineers
US Army Corps
U .S
A
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100' 200'0
N
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26 25 24
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O O
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IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
K11
L23
STA. 7+33S OFF SHEET
LD 2 STORAGE YARD
SITE ACCESS ROAD
STAGING AREA NO. 1
STAGING AREA NO. 2
STAGING AREA NO. 3
AND GUIDEWALL REPAIR
OF GUIDEWALL DAMAGE
APPROXIMATE LOCATION
1910 S OFF SHEET
8205 C OFF SHEET
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
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L O
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A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
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P
A U
L M
IN
N
E S
O T
A
S T
P
A U
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IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
J S
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L
IM
IT
C
IV
IL
S
IT
E
P L
A N
C-102
H
M O
U A
M
D E
M A
B
IP
C -1
D
H
E M
M
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
A
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S c re e n
F u ll
S iz e .d s c ri p t
P D
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p lt c fg
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L D
B a rg e I m p a c t
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L D
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IP
C -1
D
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
A1
SCALE: 1" = 50'
SITE PLAN
G17
SCALE: NTS
WORK LIMIT TABLE
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
2918482.59
971793.98
MISSISSIPPI RIVER
F L O
W
STA. 0+84N
WL-1
WL-2
WL-3
WL-4
WL-5
WL-6
WL-7
WL-8
WL-10
WL-11
WL-12
WL-13
WL-14
WL-15
WL-16 WL-17
WL-9
WL-18
WL-19
WL-20
WL-25
WL-21
WL-24
WL-22
WL-23
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
N
50' 100'0
DURING CONSTRUCTION.
REPAIRING ANY DAMAGE TO THE STAGING AREAS OR THE ROAD THAT OCCUR
THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE WORK SITE AND 5.
SHOULD BE MADE TO PRESERVE ALL TREES GROWING IN THE AREA.
MUST COORDINATE WITH A USACE CONTRACTING OFFICER. EFFORTS
IN THE EVENT THAT CLEARING AND GRUBBING OCCUR, THE CONTRACTOR 4.
IDENTIFIED NO MORE THAN 100 FEET INLAND FROM THE SHORELINE.
THE EXTENT OF THE WORK LIMITS SHALL BE IN THE STAGING AREAS 3.
CLEARING OR GRUBBING OPERATIONS.
UTILIZE THE OPEN AREAS ALREADY IN PLACE BEFORE ATTEMPTING ANY
THE ACCESS ROAD SHOWN IN THE SITE PLAN. THE CONTRTACT SHALL
THE WORK LIMITS IDENTIFIED ARE LOCATED AT THE NORTHWEST END OF 2.
THE SITE PLAN.
THE CONTRACTOR SHALL WORK WITHIN THE IDENTIFIED STAGING AREAS IN 1.
GENERAL NOTES
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
J S
E N
T Z
R E
M O
V A
L A
N D
D E
M O
L
IT
IO
N
C O
N C
R E
T E
A N
D S
T R
U C
T U
R A
L
G U
ID
E
W A
L L
M A
S O
N R
Y
SD101
H
M O
U A
M
D E
M A
B
IP
S
D
D
H
E M
M
SCALE: 1" = 5'
ELEVATION
H1
SCALE: 1" = 5'
PLAN
A16
SECTION
39'-0"39'-0" 43'-0"
SEE DEMOLITION NOTE #4
SEE DEMOLITION NOTE #4
'-6
'-0
3'-9"
'-9
6'-6"
18'-0"
FROM EMERGENCY REPAIR
BEAM, ANGLES AND ANCHORS
REMOVE EXISTING STEEL
IN NEW CONSTRUCTED MONOLITH UG25
DURING DEMOLITION AND RE-INSTALLED
MOORING HOOKS TO BE SALVAGED
EXISTING LADDER RUNGS AND
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
UG-25UG-24UG-23
T
A
.0
N
S T
A
.0 N
S T
A
.0
N
C L
C H
E C
K P
O S
T
S T
A
.0 N
C L
C H
E C
K P
O S
T
S T
A
.0 N
R E
C E
S S
C L
L A
D D
A
.5 N
C L
M O
O R
IN
G
H O
O K
S
S T
A
.0 N
A N
D P
U L
L B
O X
C L
L
IG
H T
S T
D
R E
C E
S S
LANDWARD
RIVERWARD
CONCRETE DEMOLITION
FORMED CONCRETE REPAIR
EL. 680.0
EL. 680.0
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 5' 10'
0 5' 10'
0 4' 8'2'
DAMAGED UPPER GUIDEWALL UG251.
NOTE:
UG-25UG-24UG-23
FLOW
DAMAGED MONOLITH DURING DEMOLITION.
CONTRACTOR'S DEMOLITION PLAN MUST CONSIDER STABILITY OF THE
WAS ENHANCED THROUGH COMPLETION OF THE EMERGENCY REPAIR. THE
BELOW THE ELEVATION. STABILITY OF THE DISPLACED PORTION OF UG25
IS DISPLACED FROM ITS ORIGINAL POSITION ON THE REMAINDER OF UG25
THE PORTION OF MONOLITH UG25 ABOVE APPROXIMATE ELEVATION 680.0 FT 5.
REFER TO SHEET S-301 FOR LIMITS OF EXISTING CONCRETE OVERPOUR.4.
MONOLITH UG 24 AND REPAIR AS SHOWN ON DRAWING G-005 AND S-102.
THE CONTRACTOR SHALL REMOVE THE DAMAGED CONCRETE FROM 3.
WILL BE DETERMINED BY THE CONTRACTING OFFICER AFTER DEWATERING.
THE EXTENT OF THE CONCRETE REMOVAL OF MONOLITHS UG24 AND UG25 2.
OR REMOVED AS SHOWN ON PLANS.
THE CONCRETE IN THE HATCH MARKED AREAS SHALL BE DEMOLISHED AND 1.
DEMOLITION NOTES
LEGEND
EL. 694.0
CONCRETE
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
A16
CORNER ARMOR
CAST INTO NEW CONCRETE
IN SPECIFICATIONS)
DRAWING M-L2-20/53 FS
CORNER ARMOR (SEE REFERENCE
CAST INTO NEW CONCRETE
M-L2-20/53 FS IN SPECIFICATIONS)
(SEE REFERENCE DRAWING
VERTICAL PROTECTION ANGLES
LADDER RECESS, RUNGS AND
125 FEET OF NEW RAILING.
INSTALL APPROXIMATELY
GAGEHOUSE
J S
E N
T Z
P L
A N
E
L E
V A
T
IO
N
U P
P E
R G
U
ID
E W
A L
L
R
IV
E R
W A
R D
G U
ID
E
W A
L L
S-101
H
M O
U A
M
D E
M A
B
IP
S -1
D
H
E M
M
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
A1
SCALE: 3/16" = 1'-0"
ELEVATION
J1
SCALE: 3/16" = 1'-0"
PLAN
43'-0"39'-0"39'-0"
3'-9"
INSTALL NEW CHECK POST
CAST INTO NEW CONCRETE
IN SPECIFICATIONS)
DRAWING M-L2-20/53 FS
CHECK POST (SEE REFERENCE
CAST INTO NEW CONCRETE
M-L2-20/53 FS IN SPECIFICATIONS)
ARMOR (SEE REFERENCE DRAWING
45° VERTICAL PROTECTION
LIGHT POLE
EXISTING
REINSTALL
POST, SIGN AND LIGHT
OUTDRAFT
REINSTALL EXISTING
CAST INTO NEW CONCRETE
M-L2-20/53 FS IN SPECIFICATIONS)
(SEE REFERENCE DRAWING
MOORING HOOK AND RECESS
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
C
C H
E C
K P
O S
T
S T
A
.0 N
S T
A
.0 N
C L
L A
D D
E R
R E
C E
S S
S T
A
.5 N
C L
M O
O R
IN
G
H O
O K
S
S T
A
.0 N
S T
A
.0 N
S T
A
.0
N
UG23 UG24 UG25
LANDWARD
RIVERWARD
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
8'0 4' 16'
8'0 4' 16'
ELECTRICAL PLANS AND APPURTENANCES.
ELECTRICAL DRAWINGS ARE INCLUDED FOR DETAILS PERTAINING TO 1.
GENERAL NOTES
APPURTENANCES.
CORNER ARMOR DETAILS, MOORING HOOKS DETAILS, AND OTHER
SEE SPECIFICATIONS FOR REFERENCE DRAWINGS OF LADDER DETAILS, 6.
AND REPAIR MONOLITH UG24 AS SHOWN.
THE CONTRACTOR SHALL REPLACE THE UPPER GUIDEWALL MONOLITH UG25 5.
SPECIFIED
D. PROVIDE STANDARD HOOKS WHERE HOOK LENGTHS ARE NOT
ACI-318
C. MINIMUM LAP REQUIREMENTS FOR REINFORCING AS SPECIFIED IN
TO ASTM615 GRADE 60
B. ALL CONCRETE REINFORCING BARS SHALL BE BLACK BAR CONFORMING
OTHERWISE NOTED ON THE PLANS
A. CONCRETE COVER FOR ALL REINFORCING SHALL BE 4 INCHES UNLESS
CONCRETE AND REINFORCING4.
A. DESIGN STRUCTURAL STEEL YIELD STRENGTH = 36,000 PSI
STRUCTURAL STEEL3.
AT 28 DAYS
A. THE SPECIFIED CONCRETE STRENGTH FOR THIS PROJECT IS 5,000 PSI
SPECIFIED CONCRETE STRENGTH2.
PERFORMING WORK.
AND DIMENSIONS FROM THOSE SHOWN ON DRAWINGS PRIOR TO
CONTRACTING OFFICER OF DISCREPANCIES AND VARIATIONS IN ELEVATIONS
EXISTING AT THE SITE BEFORE STARTING WORK. NOTIFY THE USACE
VERIFY ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE DRAWINGS AND 1.
STRUCTURAL NOTES
FLOW
EL. 694.0
EL. 680.0
EL. 673.0
EL. 665.0
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
S-501
A14
S-501
A8
S-502
H9
S-502
A1
S-502
A9
S-502
H15
S-301
A1
S-301
A10
S-502
A15
S-501
L1
S-501
H1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
J S
E N
T Z
P L
A N
E
L E
V A
T
IO
N
U P
P E
R G
U
ID
E W
A L
L
L A
N D
W A
R D
G U
ID
E
W A
L L
S-102
H
M O
U A
M
D E
M A
B
IP
S -1
D
H
E M
M
ELEVATION
J1
SCALE: 3/16" = 1'-0"
PLAN
G17
SECTION
3'-9"
9'-2"
43'-0" 39'-0" 39'-0"
WIREWAY
GAGEHOUSE
AVOID INTERFERENCE WITH EXISTING GAGE HOUSE.
ADJUSTMENTS TO FORM WORK AS NEEDED TO
FIELD VERIFY LIMITS OF CONCRETE REPAIR. MAKE
18'-0"
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
A15
DETAIL - TYPICAL FORMED CONCRETE REPAIR
M
IN
S A
W C
U T
3 1/2"
3/4", 45° CHAMFER
/2
LOCK WALL
BACKER BUTYL ROD
CONCRETE
MONOLITH UG25
JOINT FILLER
EXPANSION
PREMOULDED
JOINT WIDTH VARIES
EXISTING GUIDEWALL
1/2"
LEFT IN PLACE
EXISTING JOINT FILLER
TO BE REMOVED
EXISTING JOINT FILLER
SELF CONSOLIDATED CONCRETE.
CONCRETE AND REPAIR WITH (SCC)
REMOVE ALL DETERIORATED
CONCRETE
MONOLITH UG24
EXISTING
RECOMMENDATION
MANUFACTURERS
EMBEDMENT PER
MIN. 3/4" CLEARANCE
HALF THE JOINT WIDTH.
SEALANT AT MIDPOINT SHOULD BE ONE
IN JOINTS OF 1/2 TO 1 INCH, THE DEPTH OF
DEPTH AT MIDPOINT SHOULD BE 1/4 INCH.
WITHIN JOINTS OF 1/4 TO 1/2 THE SEALANT
TOOLED ELASTOMETRIC JOINT SEALANT
2" COVER
NUT AT 9" CENTERS
1/2" DIA. ANCHOR W/
UG25 UG24 UG23
N E
W G
U
ID
E W
A L
L M
A S
O N
Y
RIVERWARD
LANDWARD
CONCRETE
EL. 680.0
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
8'0 4' 16'
8'0 4' 16'
0 4' 8'2'
DAMAGED UPPER GUIDEWALL UG241.
NOTE:
LEGEND
EL. 680 FT
FLOW
EL. 694.0
EL. 687.0
EL. 673.0
FORMED CONCRETE REPAIR
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
EL. 665.0
G17
A15
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
S
E N
T Z
S E
C T
IO
N
D
E T
A
IL
U P
P E
R G
U
ID
E W
A L
L
R E
IN
F
O R
C E
M E
N T
G U
ID
E
W A
L L
S-301
H
M O
U A
M
D E
M A
B
IP
S -3
D
H
E M
M
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
A1
SCALE: 1/2" = 1'-0"
SECTION
A10
SCALE: 1/2" = 1'-0"
SECTION
3'-0"
3'-0"
3'-0"
CONCRETE OVERPOUR
6'-6" EXISTING
CONCRETE OVERPOUR
6'-6" EXISTING
PORTION OF GUIDEWALL
CONFIGURATION ON THIN
SIDE MOUNT HANDRAIL
PORTION OF GUIDEWALL
CONFIGURATION ON WIDE
TOP MOUNT HANDRAIL
PROVIDED 3/4" CHAMFER
CONSTRUCTION JOINT
5'-0"
@ 6" O.C., TYP.
NO. 6 REBAR
@ 6" O.C., TYP.
NO. 6 REBAR
PROVIDED 3/4" CHAMFER
CONSTRUCTION JOINT
11'-0"
@ 6" O.C.
NO. 6 REBAR
U-BAR, TYP.
NO. 6 @ 6" O.C.
U-BAR, TYP.
NO. 6 @ 6" O.C.
@ 6" O.C.
NO. 6 REBAR
BAR, TYP.
90 DEG. BENT
NO. 6 @ 6" O.C.
@ 6" O.C.
NO. 6 REBAR
3'-0"
2'-2"
L A
P P
E D
T
Y P
L A
P P
E D
T
Y P
P P
E D
T
Y P
P P
E D
T
Y P
L A
P P
E D
T
Y P
NO. 6 @ 6" O.C.
U-BAR, TYP.
NO. 6 @ 6" O.C.
U-BAR, TYP.
NO. 6 @ 6" O.C.
NO. 6 @ 6" O.C.
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
EL. 694.0
EL. 687.0
EL. 680.0
EL. 673.0
EL. 665.0
EL. 694.0
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
0 2' 4'1' 0 2' 4'1'
EXISTING CONCRETE OVERPOUR
SEE SECTION A10 ON THIS SHEET FOR
CONTRACTOR SHALL POSITION ANY TEMPORARY SHEET PILING USED TO CLEAR CONCRETE OVERPOUR.2.
CONCRETE OVERPOUR PRIOR TO CONSTRUCTION.
DIVE INSPECTION BY THE CONTRACTING OFFICER WILL BE PERFORMED TO VERIFY LIMITS AND AMOUNT OF THE EXISTING 1.
NOTE:
EL. 672.0
EL. 665.0
EL. 678.0
EL. 672.0
EL. 680.0
EL. 673.0
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
S-501
A1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
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-B
U
IL
T N
O
F
IL
E N
A M
E
J S
E N
T Z
D E
T A
IL
S
U P
P E
R G
U
ID
E W
A L
L
S T
R U
C T
U R
A L
G U
ID
E
W A
L L
S-501
H
M O
U A
M
D E
M A
B
IP
S -5
D
H
E M
M E
R
DETAIL - REBAR
SCALE: 3" = 1'-0"
A14
DETAIL - TYPICAL EXPANSION JOINT
NO. 6 @ 6" O.C. (TYP)
3/4", 45° CHAMFER
3 1/2"
1/2"
/2
LOCK WALL
NEW CHAMFERS TO MATCH EXISTING
BACKER BUTYL ROD
JOINT FILLER
PREMOLDED EXPANSION
BE ONE HALF THE JOINT WIDTH.
DEPTH OF SEALANT AT MIDPOINT SHOULD
1/4 INCH. IN JOINTS OF 1/2 TO 1 INCH, THE
SEALANT DEPTH AT MIDPOINT SHOULD BE
WITH IN JOINTS OF 1/4 TO 1/2 INCH THE
TOOLED ELASTOMERIC JOINT SEALANT
CONCRETE
NEW CAST-IN-PLACE
CONCRETE
EXISTING
CAST INTO NEW CONCRETE
IN SPECIFICATIONS)
DRAWING M-L2-20/53 FS
CORNER ARMOR (SEE REFERENCE
CAST INTO NEW CONCRETE
M-L2-20/53 FS IN SPECIFICATIONS)
ANGLE (SEE REFERENCE DRAWING
45° VERTICAL PROTECTION
4" CLEAR COVER (TYP)
C
L E
A R
C O
V E
R
T Y
P
A8
SCALE: 1 1/2" = 1'-0"
DETAIL - CHECK POST REBAR
H8
SCALE: 1 1/2" = 1'-0"
DETAIL - CHECK POST REBAR
H14
SCALE: 1 1/2" = 1'-0"
DETAIL - CHECK POST REBAR
L
A P
P E
D
T Y
P
NO. 6 @ 6" O.C. (TYP)
U-BAR, TYP.
NO. 6 @ 6" O.C.
DETAIL - LADDER RECESS REBAR
SCALE: 3/4" = 1'-0"
H1
DETAIL - LADDER RECESS REBAR
SCALE: 3/4" = 1'-0"
L1
C
L R
C
O V
E R
T
Y P
2'-10" LAPPED, TYP. 2'-10" LAPPED, TYP.
C
L R
C
O V
E R
T
Y P
2'-10" LAPPED, TYP.2'-10" LAPPED, TYP.
NO. 6 @ 6" O.C. (TYP)
NO. 6 @ 6" O.C. (TYP)
NO. 6 @ 6" O.C. (TYP)
W/ 90 DEG. BENDS (TYP)
NO. 6 @ 6" O.C.
NO. 6 @ 6" O.C. (TYP)
NO. 6 @ 6" O.C. (TYP)
W/ 90 DEG. BENDS (TYP)
NO. 6 @ 6" O.C.
NO. 6 @ 6" O.C. (TYP)
1'-6"
1'-6"
1'-0"1'-0"
10"6"
S
P A
SEE DETAIL NOTE 2
FACE OF WALL
SEE DETAIL NOTE 1
CORNER PROTECTIONNEW CHECK POST
BAR (TYP)
NO. 4 HOOKED
BLOCKOUT
LIMIT OF CONCRETE
1'-0"1'-0"
6" (TYP)10" (TYP)
3"4 1/2 "4 1/2 "3"
/2
/2
1 1/2" RAD.
BORE (TYP)
3 1/2" DIA.
9"1'-9"6"
5 1/2 " DIA.
/2
10" DIA.
/4
R
2'-0"1'-0"
NEW CHECK POST
NEW CHECK POST
POST
CHECK
NEW
PROTECTION
CORNER
GRADE 105 BOLTS (TYP)
1 1/4" DIA. ASTM F1554
FACE OF WALL
PL. 15" X 1/2" X 1'-3"
SEE NOTE
2 CUT FACES (16 TOTAL)
BARS AT SPACING SHOWN
2 ROWS NO. 4 HOOKED
BLOCKOUT
LIMIT OF CONCRETE
BLACKOUT
CONCRETE
LIMIT OF
ON THIS SHEET
PER DETAIL H14
CONCRETE SPACING
FACE OF EXISTING
BARS INTO CUT
GROUT NO. 4 HOOKED
DRILL AND EPOXY
/2
T Y
P
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
®of Engineers
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
6"0 3" 1'
STEEL REBAR REINFORCEMENT DETAIL1.
NOTE:
1' 2'0 6"1' 2'0 6"
1' 2'0 6"
2'0 1' 4'
2'0 1' 4'
BLOCKOUT.
RIVERSIDE FACE REINFORCEMENT OF MONOLITH STEM TO BE CONTINUED THROUGHOUT CONCRETE2.
CONCRETE POUR.
CUT CORNER PROTECTION AT LIMITS OF CONCRETE BLOCKOUT. INSTALL IN REPLACEMENT 1.
NOTE:
DRILL AND EPOXY GROUT NO. 4 HOOKED BARS 6" MIN. INTO CUT FACE OF EXISTING CONCRETE.1.
NOTE:
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
H8
H14
TEE, TYP ADJ. ELL
2" DIA. POST
SCH 40 INSIDE
REINFORCE W/ 1 1/2"
TEE, TYP.
TYP.
CROSS,
TYP
FLANGE
TOP MOUNT
WALL
TOP OF
SIDE MOUNT FLANGE INTO CONCRETE.
ANCHORS EMBEDDED 4"
FOR 1/2" \ EXPENSION
9 /16" DIA. HOLES (TYP.)
J S
E N
T Z
D E
T A
IL
S
U P
P E
R G
U
ID
E W
A L
L
H A
N D
R A
IL
IN
G
G U
ID
E
W A
L L
S-502
H
M O
U A
M
D E
M A
B
IP
S -5
D
H
E M
M
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
H9
SCALE: NTS
DETAIL - HANDRAILING AT LADDER
DETAIL - TOP MOUNT
A9
DETAIL - HANDRAILING AT CHECK POST
H1
SCALE: NTS
DETAIL - HANDRAILING AT CHECK POST
H15
SCALE: NTS
DETAIL - HANDRAILING
DETAIL - SIDE MOUNT
FACE OF WALL
4'-0"4'-0"
TEE, TYP.
TYP.
CROSS,
TYP
FLANGE
WALL
TOP OF
T Y
P
T Y
P
4'-0"
1'-0"1'-0"
1'-4 1/2"1'-4 1/2"
T
Y P
T
Y P
TUBE GATE
WELDED
HINGE
PIVOT
ALUMINUM KNOB
WITH PLASTIC
SPRING LATCH
TEE
TOP OF WALL
FLANGE
T
Y P
T
Y P
6"
/4
" 5
/2
CHECK POST
INSTALL NEW
2'-0"
1'-0"1'-0"
SEE SHEET S-501
LIMITS OF CONCRETE BLOCKOUT
2'-0"
SEE SHEET S-501
LIMITS OF CONCRETE BLOCKOUT
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
OF GATE
US Army Corps
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
APPROXIMATELY HALF WAY DOWN UG25.
SIGNIFICANTLY. THE SIDE MOUNT HANDRAIL IS USED ALONG THE ENTIRE UPPER GUIDEWALL UNTIL
THE TOP MOUNT HANDRAIL IS USED ONLY ON UG25 AT PORTIONS WHERE THE GUIDEWALL WIDENS 1.
NOTE:
GUIDEWALL UNTIL APPROXIMATELY HALF WAY DOWN UG25.
WIDENS SIGNIFICANTLY. THE SIDE MOUNT HANDRAIL IS USED ALONG THE ENTIRE UPPER
THE TOP MOUNT HANDRAIL IS USED ONLY ON UG25 AT PORTIONS WHERE THE GUIDEWALL 1.
NOTE:
8'-0" (CHECK POST LOCATION ONLY)
POST
SUPPORT
CL
CL
UPPER GUIDEWALL.
REPLACEMENT HANDRAIL IS TO MATCH THE REMAINING HANDRAIL ON THE 1.
GENERAL NOTES
RIVERSIDE FACE REINFORCEMENT OF MONOLITH STEM TO BE CONTINUED THROUGHOUT CONCRETE BLOCKOUT.1.
NOTE:
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
O R
IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
IS
S
U E
D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
GAGE HOUSE
JBP1
SEE SHEET E-501 FOR ANCHOR BOLT DETAILS.
ON TOP OF RECONSTRUCTED MONOLITH UG25.
PRIOR TO DEMOLITION AND RE-MOUNTED
EXISTING LIGHT POLE TO BE REMOVED
SEE SHEET E-501 FOR ANCHOR BOLT DETAILS.
AND RE-MOUNTED ON TOP OF RECONSTRUCTED MONOLITH UG25.
EXISTING OUTDRAFT SIGN AND LIGHT TO BE REMOVED PRIOR TO DEMOLITION
GAGE HOUSE
A N
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
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IV
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L O
C K
A N
D D
A M
B
A R
G E
I M
P A
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R E
P A
IR
W
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B
J U
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P
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IN
N
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A
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T
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J S
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M A
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A N
D A
B B
R E
V
IA
T
IO
N L
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E N
D
P O
W E
R
L
IG
H T
IN
G
P L
A N
E
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V A
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IC
A
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Y S
T E
M
E-001
H
M O
U A
D S
A N
D E
R S
B
IP
E -0
D
B
B A
U
SCALE: 1/8" = 1'-0"
ELEVATION
J1
SCALE: 1/8" = 1'-0"
PLAN
D
M N
S P
C S
S
O U
T H
Z O
N E
-U .S
S
U R
V E
Y F
T
M S
L
.9
U .S
A
R M
Y C
O R
P S
O F
E N
G
IN
E E
R S
TEMPORARY GAGE.
NO LATER THAN 15 NOVEMBER 2024 TO ALLOW TIME FOR INSTALLATION OF A
DETERMINED, THEN THE CONTRACTOR SHALL MAKE THEIR NOTIFICATIONS
OF IMPACTS TO THE EXISTING GAGE HOUSE. IF AT THAT TIME IMPACTS ARE
CALCULATIONS SHALL BE REQUIRED TO NOTIFY THE CONTRACTING OFFICER
THE CONTRACTOR, WHEN SUBMITTING THEIR COFFERDAM DESIGN AND 6.
JBP1 TO THE ASSOCIATED ELECTRICAL DEVICE LOCATED TO UG25.
CONTRACTOR TO INSTALL NEW PVC COATED CONDUIT FROM JUNCTION BOX 5.
RECEPTABLE ON UG25. SEE SHEET E-501 FOR DETAILS.
CONTRACTOR TO INSTALL ONE CONVENIENCE AND ONE WELDING 4.
MONOLITH AND REINSTALL FOLLOWING REPAIR TO THE MONOLITH.
CONTRACTOR TO REMOVE ALL LIGHTING FROM THE UPPER GUIDEWALL 3.
NATIONAL ELECTRICAL CODE.
ALL ELECTRICAL WORK WILL COMPLY WITH THE LATEST EDITION OF NFPA 70, 2.
DO NOT SCALE DRAWINGS FOR DIMENSIONS.1.
GENERAL NOTES
0 8'4' 16'
0 8'4' 16'
E L
E V
A T
IO
N
D A
T U
M
V E
R T
IC
A
L C
O N
T R
O L
C
O O
R D
IN
A
T E
S Y
S T
E M
H
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IZ
O
N T
A L
C O
N T
R O
L
C O
M B
IN
E
D F
A C
T O
R
C F
G E
O
ID
W1, R1
UG25 UG24 UG23
E-501
K1
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
S U
B M
IT
T
E D
B Y
C H
E C
K E
D B
Y
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
C O
N T
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N O
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A
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S
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D A
T E
S I Z
E
M A
R K
D E
S C
R
IP
T
IO
N D
A T
E
SHEET ID
WETWELL
W1, R1
UG23UG24UG25
E-501
A1
S T
A .9
.0
N
S T
A .9
.0
N
S T
A .1
.0
N
S T
A
.0
N
Sb
J
PANEL AS DESIGNATED
PANELBOARD
TERMINAL CABINET
SINGLE POLE SWITCH
AND SWITCH LETTER
DUPLEX RECEPTACLE
SPECIAL PURPOSE OUTLET
CONTROL BOX
CONTROL DEVICE & ASSOCIATED
MOTOR OR EQUIPMENT NUMBER
CIRCUIT BREAKER
SS4
CB
DISCONNECT SWITCH
SURFACE TWO-PIECE
RACEWAY WITH DEVICES
GFI
WP
CB CIRCUIT BREAKER
WEATHERPROOF
GROUND FAULT
INTERRUPTING
CONDUIT RUN EXPOSED
JUNCTION BOX
GROUNDGND
UPSTREAMU/S
DOWNSTREAMD/S
EQUIPMENT (AS NOTED)
FLUORESCENT FIXTURE
LIGHT FIXTURE
SCHEMATIC AND ABBREVIATIONS LEGEND
PUSGH
NL1
LL1
DWL1
LSBS2
MDP1-12
LG6
ROPE LT.SIGN LT.R2 W2 GWL2 R3 W3 GWL3 R4 W4 GWL4 R5 W5 GWL5 DWL1 R6 W6 GWL6 R7 W7 GWL7
JBP2 JBP3 JBP4 JBP5 JBP6 JBP7
RECORDER
STAGE
WATER
UPPER
1" CONDUIT FOR COMM. CCTS.
1" CONDUIT FOR SUSGH
LRP3-26
1"C
SBS2
1"C
LRP3-30
1"C
1"C
LRP3-28
1"C
LRP3-26
1"C
LRP3-30
1"C "C4
2-1 "C4
2-1 "C4
2-1 "C4
2-1
"C4
2-1
"C4
2-1
HOUSE
GAGE
R6ALRP3-28
1"C
PUSGH
NL1
LL1
MDP1-12
LG6
GWL7R6,W6GWL6
R7,W7R5,W5
GWL5
R4,W4
GWL4
R3,W3
GWL3
R2,W2
GWL2 DWL1 R6A
A N
S I
D
A D
V E
R T
IS
E
M E
N T
H A
S T
IN
G
S M
N
L O
C K
A N
D D
A M
M
IS
S
IS
S
IP
P I
R
IV
E R
L O
C K
A N
D D
A M
B
A R
G E
I M
P A
C T
R E
P A
IR
W
E S
B
J U
L Y
P
A U
L M
IN
N
E S
O T
A
S T
P
A U
L D
IS
T
R
-B
U
IL
T N
O
F
IL
E N
A M
E
J S
E N
T Z
R A
C E
W A
Y
W
IR
IN
G
U P
P E
R G
U
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SCALE: 1" = 30'
DETAIL - UPPER GUIDEWALL RISER
G1
SCALE: 1" = 30'
PLAN
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SPLICING REQUIREMENTS.
SPLICE NEW CABLE TO EXISTING CABLE IN JBP1. SEE SPECIFICATIONS FOR 3.
ROUTED THROUGH AND BONDED TO THE WIREWAY.
ALL LIGHT POLES SHALL BE BONDED TO G5 WITH #2 AWG B.C.W. G5 IS 2.
COORDINATE RECEPTACLE LOCATIONS WITH STRUCTURAL DRAWINGS.1.
GENERAL NOTES
30' 60'0
30' 60'0
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GWL1
JBP1
(NL-R)
LIGHT
NAVIGATION
(NL-A)
LIGHT
WARNING
OUTDRAFT
"C4
1"C4
LRP3-26
1"C
1-2"C
"C4
(DL)
LIGHT
DIAL
R1W1
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SHEET ID
G5
UG25 UG24 UG23 UG22 UG21 UG20 UG19 UG18 UG17 UG16 UG15 UG14 UG13 UG12 UG11 UG10 UG09 UG08 UG07 UG06 UG05 UG04 UG03 UG02
W1, R1
GWL1
NL-A
NL-R
DL
5'-5"
15'-6"
PER POLE REQUIREMENTS
INSTALL NEW ANCHORS
9" 2'-0"
RECEPTACLE
TOP OF WALL
TOP RAIL
TOP OF WALL
OF 4 PER LOCATION)
TOP AND BOTTOM (TYP.
SIDE OUTLET ELL'S
TO REACH RECEPTACLE
RAIL TO ALLOW CABLES
PLUGGED OPENING OF
RECEPTACLE MOUNTING
ALUMINUM U-BOLT
ALUMINUM, TYP.
3/16" X 2'-6" X 1'-0"
MOUNTING PLATE,
RECEPTACLE
WELDING
(TYP. OF 4 PER LOCATION)
TOP AND BOTTOM RAILS
SIDE OUTLET TEE'S
TO REACH RECEPTACLE
RAIL TO ALLOW CABLES
PLUGGED OPENING TO
HEX NUT FLATWASHER
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(BAR STOCK)
1" BOLT DIAMTER
4" HOOK
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BASE PLATE
IF REQUIRED
GROUT AREA
ANCHOR BOLT
CONCRETE
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DETAIL - GAGE HOUSE LIGHTING
K1
DETAIL - RECEPTACLE MOUNTING PLATE DETAIL - ANCHOR BOLT
A12
DETAIL - ANCHOR BOLT PROJECTION
G12
2.502.001.751.51.25'Y'
4.504.003.53.002.50'X'
1.751.51.251.000.75
ANCHOR BOLT DIAMETER (IN)
FACTOR
FACTOR TABLE
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GUIDEWALL.
RECEPTACLES AND MOUNTING TO MATCH EXISTING RECEPTACLES ON THE 2.
AND GAGE HOUSE WILL NOT IMPEDE LOWERING (UPSTREAM).
ACTUAL LOCATION SHALL BE ADJUSTED SO THAT POLE MAY BE LOWERED 1.
GENERAL NOTES
ADD 0.50" TO MINIMUM BOLT PROJECTION VALUE TO DETERMINE THE MAXIMUM ALLOWABLE BOLT PROJECTION.
SEE POLE DETAIL CHART FOR BASE PLATE THICKNESS.
FACTOR 'Y' + BASE PLATE THICKNESS = MINIMUM BOLT PROJECTION
SINGLE NUT FORMULA:
FACTOR 'X' + BASE PLATE THICKNESS = MINIMUM BOLT PROJECTION
DOUBLE NUT FORMULA:
BOLT PROJECTION CALCULATION1.
NOTE:
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PLAN VIEW
R-1
W-1
SECTION A-A ELEVATION
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NOTE 1NAVIGATION LIGHTSJBP1
(UPSTREAM)
RIVER COND. DIAL AND NAVIGATION LIGHTS
12010MULTI83/C
2"
P. RIGID
NL1
NOTE 1GUIDEWALL LIGHTSJBP1GUIDEWALL LIGHTS (UPSTREAM)2778MULTI62/C
1-1/4"
P. RIGID
LL1
NOTE 1RECEPTACLESJBP1RECEPTACLES R1-R7 (UGW)12010MULTI104/C
1"
P. RIGID
LG6
NOTE 1RECEPTACLESJBP1WELDING RECEPTABLES W1-W74806MULTI23/C
1-1/4"
P. RIGID
MDP1-12
TYPESIZENO.
REMARKSTOFROMCIRCUIT DUTYCIRCUIT VOLTAGEGROUND SIZE
CONDUCTORS
SIZE
CONDUIT TYPE /
DESIGNATION
CONDUIT / CABLE
CONDUIT AND WIRE SCHEDULE
ADAPTER
STYLE 2 BOX AND ANGLE
MOUNT WITH AJ BACK,
WELDING RECEPTACLESURFACE4806043W1
NMA CONFIG. 5-20R
WATERPROOF COVER
MOUNT IN FD BOX WITH
DUPLEX G.F.C.I.SURFACE1252023R1
VOLTSAMPSPOLESWIRES
REMARKSDESCRIPTIONMOUNTING
RATING
TYPE
RECEPTACLE SCHEDULE
A1
SCALE: NTS
SCHEDULE - CONDUIT AND WIRE
E1
SCHEDULE - RECEPTACLE
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PIER JBOX (JB1) TO THE ASSOCIATED ELECTRICAL DEVICE)
INSTALL NEW PVC COATED RIGID STEEL CONDUIT FROM THE RESPECTIVE 1.
GENERAL NOTES
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| LD2BIP_G-001--- |
| LD2BIP_G-002--- |
| LD2BIP_G-003--- |
| LD2BIP_G-004--- |
| LD2BIP_C-101--- |
| LD2BIP_C-102--- |
| LD2BIP_SD101--- |
| LD2BIP_S-101--- |
| LD2BIP_S-102--- |
| LD2BIP_S-301--- |
| LD2BIP_S-501--- |
| LD2BIP_S-502--- |
| LD2BIP_E-001--- |
| LD2BIP_E-002--- |
| LD2BIP_E-501--- |
| LD2BIP_E-502--- |
| 2024-07-08T08:05:24-0500 | |
| Kari Hauck |
| 2024-07-05T15:39:48-0500 | |
| ULRICK.JAMES.RUSSEL.1136685356 |
| 2024-07-05T16:47:28-0500 | |
| GOWDY.ERIC.EUGENE.1605829968 |
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