HomeMy WebLinkAboutMain Street Bridge Landmarks LetterMead & Hunt | 2440 Deming Way, Middleton, WI 53562 | 608-273-6380 | meadhunt.com
June 28, 2022
Mr. Mark Lyons, Planning Service Manager
City of Oshkosh
Oshkosh Landmarks Commission
215 Church Avenue - P.O. Box 1130
Oshkosh, WI 54903-1130
Subject: WisDOT ID 4110-33-00
Proposed Rehabilitation of U.S. Highway 45/Main Street Bridge
Oshkosh, Winnebago County
Dear Mr. Lyons:
On behalf of the Wisconsin Department of Transportation (WisDOT), Mead & Hunt is contacting you
regarding the proposed rehabilitation of the Main Street Bridge that carries U.S. Highway (US) 45/Main
Street over the Fox River in the city of Oshkosh. The Main Street Bridge was determined eligible for listing
in the National Register of Historic Places in 2022 as an intact example of the “Scherzer Type” rolling lift
bascule bridge with hydraulic cylinders that retains its original design.
Built in 1973, the existing structure and its mechanical and electrical elements have received various
repairs and maintenance over its lifespan, but the structure has become deficient due to varying levels of
deterioration. Several parts of the bridge were found to be approaching the end of their service life and in
need of repair or replacement.
At this time, Mead & Hunt is soliciting comments and/or concerns from the Oshkosh Landmarks
Commission regarding the proposed rehabilitation of the historic bridge.
The following is a list of components or areas of proposed repair and/or replacement:
Structural, including superstructure and substructure.
• Movable span, open-grid steel deck to be replaced in kind with an open-grid, galvanized steel
deck.
• Movable span secondary beams (not floor beams) and bracing to be replaced in kind with
galvanized components.
• Complete abrasive blast cleaning and full paint system replacement on movable span.
Mr. Mark Lyons
June 28, 2022
Page 2
Mead & Hunt | 2440 Deming Way, Middleton, WI 53562 | 608-273-6380 | meadhunt.com
• Concrete repairs and new concrete surface on decks approach spans.
• Patch repair of anti-slip coating on the sidewalk of the movable span.
• Minor repairs to operator house windows.
• Steel access platforms below hydraulic cylinders to be replaced in kind, with modification or
removal of some railing (not main bridge railing).
• Two Hydraulic Power Unit (HPU) housing enclosures, both installed in 2002, to be replaced in
kind.
Mechanical
• Replacement in kind of existing hydraulic cylinders with mill duty cylinders.
• Replacement in kind of existing tail lock hydraulic cylinder.
Electrical
• Replacement in kind of the existing hydraulic main motors.
• Upgrade several electrical control and software system components.
The 30-percent rehabilitation plans are enclosed for reference. Please provide your comments on the
proposed rehabilitation following your meeting on July 13, 2022.
Sincerely,
MEAD & HUNT, Inc.
Emily Pettis
Department Manager, Cultural Resources
Enclosure
Cc: William Bertrand, WisDOT
Mae Sommerfeld, WisDOT
Daniel Machamer, Hardesty & Hanover
45
E
STATE PROJECT FEDERAL PROJECT
PROJECT CONTRACTSTATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
PLAN OF PROPOSED IMPROVEMENT
Title
Typical Sections and Details
Estimate of Quantities
Miscellaneous Quantities
Right of Way Plat
Plan and Profile
Standard Detail Drawings
Sign Plates
Structure Plans
Computer Earthwork Data
Cross Sections
1
D.H.V.
=
=
=
=
=
=
ORDER OF SHEETS
STATE PROJECT NUMBER
LAYOUT
SCALE 0
ESALS =
DESIGN SPEED
T.
TOTAL NET LENGTH OF CENTERLINE =
2
3
3
4
5
6
7
8
9
9
CORPORATE LIMITS
PROPERTY LINE
LOT LINE
EXISTING RIGHT OF WAY
SLOPE INTERCEPT
COMBUSTIBLE FLUIDS
POWER POLE
TELEPHONE POLE
ORIGINAL GROUND
MARSH OR ROCK PROFILE
UTILITY PEDESTAL
GAS
ELECTRIC
G
E
T
PROPOSED OR NEW R/W LINE
CAUTION
WOODED OR SHRUB AREA
MARSH AREA
EXISTING CULVERT
PROPOSED CULVERT
(Box or Pipe)
CULVERT (Profile View)
CONVENTIONAL SYMBOLS
ROCK
(To be noted as such)
SS
W
SANSANITARY SEWER
STORM SEWER
WATER
CO
U
N
T
Y
:
WIT
H
:
PR
O
J
E
C
T
I
D
:
PLOT NAME : X:\3230500\201482.01\TECH\CAD\XXXXXXXX\SHEETSPLAN\010101_TI.DWGFILE NAME :8/30/2021 12:06 PMPLOT DATE :PLOT BY :DOUGLAS HOBYAN
FOFIBER OPTIC
UTILITIESREFERENCE LINE
GRADE LINE
PROFILE
TELEPHONE
SPECIAL DITCH LABELLIMITED HIGHWAY EASEMENT
TOTAL SHEETS =
GRADE ELEVATION 95
.
3
6
PLAN
D.D.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
Section No.
A.A.D.T.
A.A.D.T.
DESIGN DESIGNATION
300'EB'
4110-33-71
4110-33-71
N/
A
WI
N
N
E
B
A
G
O
WINNEBAGO COUNTY
US 45
BRIDGE DECK GRATES
MAIN STREET, CITY OF OSHKOSH41
1
0
-
3
3
-
7
1
1000 FT
(2020)10,250
25 MPH
Surveyor
PREPARED BY
STATE OF WISCONSIN
DATE:
Designer
(Signature)
APPROVED FOR THE DEPARTMENT
DEPARTMENT OF TRANSPORTATION
Project Manager
Regional Examiner
Regional Supervisor REGIONAL SUPERVISOR
REGIONAL EXAMINER
PROJECT MANAGER
DESIGNER
SURVEYOR
HORIZONTAL POSITIONS SHOWN ON THIS PLAN ARE WISCONSIN
COORDINATE REFERENCE SYSTEM (WISCRS),
NAD83 ( ), IN U.S. SURVEY FEET. POSITIONS SHOWN ARE GRID
COORDINATES, GRID BEARINGS, AND GRID DISTANCES. GRID DISTANCES
ARE THE SAME AS GROUND DISTANCES. ELEVATIONS ARE REFERENCED
TO NAVD 88 ( ). GPS DERIVED ELEVATIONS ARE BASED ON GEOID 12A.
2011
WINNEBAGO COUNTY,
2011
DATE:(Professional Engineer Signature)
ORIGINAL PLANS PREPARED BY
T-18-N
R-16E BEGIN PROJECT 4110-33-71
STA. XX+XX.XX
Y = XXX,XXX.XX
X = XXX,XXX.XX
STA. XX+XX.XX
END PROJECT 4110-33-71
41+00
42
+
0
0
43
+
0
0
44
+
0
0
45
+
0
0
46
+
0
0
47
+
0
0
48
+
0
0
49
+
0
0
50
+
0
0
BP: 41+00.00
PC: 41+24.21
PT: 42+6
6
.
6
9
PC: 46+
9
3
.
3
8
PT: 48+28.77
WISDOT/CADDS SHEET 42
EHWY:COUNTY:
X:\3230500\201482.01\TECH\CAD\XXXXXXXX\SHEETSPLAN\020201_PO.DWGFILE NAME :8/30/2021 12:21 PMPLOT DATE :PLOT BY :DOUGLAS HOBYAN
2
PROJECT NO:
PLOT NAME :
2
SHEET
PLOT SCALE :#########
4110-33-71 US 45 WINNEBAGO PROJECT OVERVIEW
LAYOUT NAME - 020201_po
W 6TH AVE
SWEETWATER
PERFORMANCE
CENTER MARINA
BEST WESTERN
PREMIER HOTEL
B-70-56
FO
X
R
I
V
E
R
CEAPE AV
E
OSHKOSH
CONVENTION
CENTER
RIVERSIDE PARK RIVERWALK
PI
O
N
E
E
R
D
R
I
V
E
BEST WESTERN PREMIER RIVERWALK
„…
WISDOT/CADDS SHEET 42
EHWY:COUNTY:
X:\3230500\201482.01\TECH\CAD\XXXXXXXX\SHEETSPLAN\020301_TS.DWGFILE NAME :8/30/2021 12:06 PMPLOT DATE :PLOT BY :DOUGLAS HOBYAN
2
PROJECT NO:
PLOT NAME :
2
SHEET
PLOT SCALE :#########
4110-33-71 US 45 WINNEBAGO EXISTING TYPICAL SECTIONS
LAYOUT NAME - 020301_ts
41+00
42+00 43+00
44+00
45+00
46+00
47+00 48+00
BP
:
4
1
+
0
0
.
0
0
PC
:
4
1
+
2
4
.
2
1
PT
:
4
2
+
6
6
.
6
9
PC
:
4
6
+
9
3
.
3
8
PT
:
4
8
+
2
8
.
7
7
N0° 00' 05.16"
E
24.212
N14° 16' 22.16"E
426.690
PI STA = 41+95.82
DELTA = 14°16'17"
D = 10°01'00"
T = 71.61'
L = 142.48'
R = 572.00'
PC STA = 41+24.21
PT STA = 42+66.69
PI STA = 47+61.39
DELTA = 13°32'20"
D = 10°00'00"
T = 68.01'
L = 135.39'
R = 572.96'
PC STA = 46+93.38
PT STA = 48+28.77
MA
T
C
H
L
I
N
E
4
8
+
5
0
740
745
750
755
760
765
770
775
780
740
745
750
755
760
765
770
775
780
75
1
.
8
1
75
2
.
2
8
75
3
.
3
1
75
4
.
8
8
75
6
.
9
8
75
8
.
9
4
76
0
.
1
5
76
0
.
6
2
76
0
.
3
3
75
9
.
3
0
75
7
.
5
1
75
5
.
2
7
75
3
.
0
2
75
1
.
0
8
75
1
.
8
1
75
2
.
2
8
75
3
.
3
1
75
4
.
8
8
75
6
.
9
8
75
8
.
9
4
76
0
.
1
5
76
0
.
6
2
76
0
.
3
3
75
9
.
3
0
75
7
.
5
1
75
5
.
2
7
75
3
.
0
2
75
1
.
0
8
41 42 43 44 45 46 47 48 48
ST
A
4
1
+
7
6
.
9
6
EL
7
5
1
.
7
6
0.12%
4.50%
-4.50%
ST
A
4
1
+
7
6
.
9
6
EL
7
5
1
.
7
6
VP
C
S
T
A
4
4
+
0
6
.
0
0
VP
C
E
L
7
5
7
.
2
5
VP
I
S
T
A
4
5
+
5
6
.
0
0
VP
I
E
L
7
6
4
.
0
0
VP
T
S
T
A
4
7
+
0
6
.
0
0
VP
T
E
L
7
5
7
.
2
5
VCL = 300.00
K = 33.33
VP
C
S
T
A
4
1
+
8
7
.
0
0
VP
C
E
L
7
5
1
.
7
7
VP
C
S
T
A
4
8
+
0
5
.
0
0
VP
C
E
L
7
5
2
.
7
9
VP
I
S
T
A
4
2
+
8
7
.
0
0
VP
I
E
L
7
5
1
.
8
9
VP
T
S
T
A
4
3
+
8
7
.
0
0
VP
T
E
L
7
5
6
.
3
9
VCL = 200.00
K = 45.66
VCL = 120.00
K = 31.91
HP
S
T
A
4
5
+
5
6
.
0
0
HP
E
L
7
6
0
.
6
2
PROPOSED PROFILE
EXISTING R/L ELEVATION PROPOSED R/L ELEVATION
WISDOT/CADDS SHEET 44
EHWY:COUNTY:
X:\3230500\201482.01\TECH\CAD\XXXXXXXX\SHEETSPLAN\050101_PP.DWGFILE NAME :8/30/2021 12:06 PMPLOT DATE :PLOT BY :DOUGLAS HOBYAN
5
PROJECT NO:
PLOT NAME :
5
PLAN AND PROFILE:SHEET
PLOT SCALE :1 IN:50 FT
4110-33-71 US 45 WINNEBAGO US 45
LAYOUT NAME - 051011
BEGIN PROJECT 4110-33-71
STA XX+XX.XX
US 45
49+00 50+00 51+00 51+99
EP
:
5
1
+
9
8
.
6
3
N0° 44' 02.16"E
369.859
730
735
740
745
750
755
760
765
730
735
740
745
750
755
760
765
75
1
.
0
8
74
9
.
9
3
74
9
.
4
6
74
9
.
0
9
75
1
.
0
8
74
9
.
9
3
74
9
.
4
6
74
9
.
0
9
48 49 50 51 51
ST
A
5
0
+
0
0
.
0
0
EL
7
4
9
.
0
9
-0.74%
ST
A
5
0
+
0
0
.
0
0
EL
7
4
9
.
0
9
VP
I
S
T
A
4
8
+
6
5
.
0
0
VP
I
E
L
7
5
0
.
0
9
VP
T
S
T
A
4
9
+
2
5
.
0
0
VP
T
E
L
7
4
9
.
6
5
VCL = 120.00
K = 31.91
PROPOSED PROFILE
EXISTING R/L ELEVATION PROPOSED R/L ELEVATION
WISDOT/CADDS SHEET 44
EHWY:COUNTY:
X:\3230500\201482.01\TECH\CAD\XXXXXXXX\SHEETSPLAN\050101_PP.DWGFILE NAME :8/30/2021 12:06 PMPLOT DATE :PLOT BY :DOUGLAS HOBYAN
5
PROJECT NO:
PLOT NAME :
5
PLAN AND PROFILE:SHEET
PLOT SCALE :1 IN:50 FT
4110-33-71 US 45 WINNEBAGO 05-
LAYOUT NAME - 051012
END PROJECT 4110-33-71
STA XX+XX.XX
8
STATE PROJECT NUMBER
SHEET OF
NO.DATE REVISION BY
DRAWN
BY
PLANS
CK'D.
COUNTY
DESIGN SPEC.
DESIGN
CK'D.
DESIGNED
BY
TOWN/CITY/VILLAGE
ACCEPTED
DATECHIEF STRUCTURES DESIGN ENGINEER
STRUCTURE
state of wisconsin
department of transportation
AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS
B-70-056
STH 45 (MAIN STREET) OVER THE FOX RIVER
WINNEBAGO OSHKOSH
SS DM SS DM
4110-33-71
10
E
F F
E
E E
& ELEVATION
GENERAL PLAN
PLAN - MAIN STREET
ELEVATION
S
DWK
.
5
'
-
0
"
S
DWK.
5
'
-
0
"
@
1
2
'
-
0
"
(
4
)
L
A
NE
S
FOX RIVER
-4.50%
+4.50%
120' VERTICAL CURVE
4
8
+
0
5
.
0
0
4
9
+
2
5
.
0
0
-0.74%
4
7
+
8
7
.
9
2
4
7
+
0
6
.
0
0
4
4
+
0
6
.
0
0
4
3
+
8
7
.
0
0
ABUT. A
PIER 1
PIER 2 PIER 3
PIER 4
ABUT. B
PROFILE OF CROWN OF ROADWAY ACROSS BASCULE STRUCTURE
NAVIGATION CHANNEL
70'-0"
SPAN 1
89'-0"
SPAN 2
95'-0"
SPAN 3
95'-0"
SPAN 4
81'-6"
REPLACE ROADWAY STRINGERS
REPLACE OPEN GRID DECK
PARTIAL DEPTH DECK REPAIR AS REQ'D
LIMITS OF NEW dense concrete overlay
PARTIAL DEPTH DECK REPAIR AS REQ'D
LIMITS OF NEW dense concrete overlay
475'-4" BACK TO BACK OF ABUTMENTS
list of drawings:
300' VERTICAL CURVE
IN FLOOR
REAR BREAK
(MAIN STREET)
USH 45
IN FLOOR
REAR BREAK
STA. 45+01.00
PIER 2
STA. 44+06.00
PIER 1
STA. 47+87.92
(NORTH ABUT.)
BRG. ABUT. B
STA. 43+17.00
(SOUTH ABUT.)
BRG. ABUT. A
LANE 1
LANE 2
STA: 45+56.00
FLOOR
IN BASCULE
CENTER BREAK
GROUND
EXISTING
APPROXIMATE
(BASCULE SPAN)
BRACING
REPLACE LATERAL
(WEST SIDE)
BLOCK (PIER 2)
REPLACE BUMPER
(typ. piers 2&3)
hydraulic cylinders
platforms to
replace access
756.40 757.09
749.65
200' VERTICAL CURVE
89'-6" CLEAR HORIZ. OPENING
2'-5"
2'-5"
one line diagram
electrical notes and scope
electrical plan & elevation
hydraulic schematic
rear lock elevation
span drive cylinder
mechanical plan & notes
typical bridge sections
general notes & quantities
general plan & elevation
drawing
10
9
8
7
6
5
4
3
2
1
no.
curve DATA:
p.c. = sta. 46+94.12
r = 572.96
l = 135.39
t = 68.01
= 13°-32'-19"C
p.i. = sta. 47+62.13
aux ref. line s.b. lane
1
STA. 46+11.00
PIER 3
STA. 47+06.00
PIER 4
(TYP.)
TRAFFIC GATES
HOUSE WINDOWS
AROUND OPERATOR
REPLACE CATWALK
(typ.)
beneath deck
replace hpu houses
(BASCULE SPAN)
SIDEWALK COATING
PATCH & REPAIR
LANE 1
LANE 2
ON MOVEABLE SPAN
FULL PAINT SYSTEM
BLAST CLEANING &
COMPLETE ABRASIVE
(piers 2&3)
RAILING POSTS
REPAIR FENDER
CABLE
EXISTING SUBMARINE
WORK
REPLACEMENT
WINDOW
CONTROL HOUSE
MEMBRANE
REPLACE ROOF
SPAN
CL BASCULE
ELEV.=751.90
P.V.I. STA. 42+87.00 ELEV. = 764.00
& RL BASCULE SPAN
P.V.I. STA. 45+56.00
ELEV. = 750.10
P.V.I STA. 48+65.00
752.80
757.25757.25
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
4110-33-71
SHEET OF 10
SS DM
B-70-056
TRAFFIC DATA:
DESIGN SPEED = 25 MPH
ADT (2020) = 10,250
502.3200
505.0605
506.0105
509.0301
509.0302
BID ITEMS UNIT TOTAL
-
-
-
-
-
-
-
TOTAL ESTIMATED QUANTITIES
BID ITEM NO.
502.3100
ls
ls
sy
lb
sy
sy
lb
203.0600.S removing old structure over waterway with minimal debris, sta 45+56.0
expansion device, structure b-70-56
protective surface treatment
bar steel reinforcement hs coated bridges
structural steel carbon
preparation decks, type 1
preparation decks, type 2
509.1000
509.0500
sy
sy
-
-cleaning decks
joint repair
concrete masonry overlay decks509.2500 cy -
ls -
ls -
ls -
517.1800.s
517.4500.s
517.6001.s
structure repainting recycled abrasive stucture b-70-56
negative pressure containment and collection of waste materials, structure b-70-56
portable decontamination facility
ls -
ls -
ls -
spv.0105.02
spv.0105.03
electrical work
mechanical work
replace hpu houses
spv.0105.1
spv.0105.05
spv.0105.06
sf -
-ls
ls -
spv.0105.04 balance bascule bridge leaves
replace operator house windows
replace catwalk
spv.0165.01
spv.0105.07 replace cylinder access platforms
steel grid remove and replace
ls -
ls -
GENERAL NOTES:
item concrete masonry overlay decks.
block at the abutments is incidental to the bid
any excavation required to complete the paving
unless otherwise noted.
bar steel reinforcement shall be embedded 2" clear
the structure design section ofr review.
must be submitted by the field engineer to
variations to the new grade line over 1/4"
and point of minimum thickness.
necessary for establishing overlay thickness
from a field survey at locations deemed
top of existing deck shall be determined
top of new deck shall match top of existing deck
ALL STATIONS ARE IN FEET.
ELEVATIONS IN THE FIELD.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AND
STRUCTURE PLANS
DIMENSIONS SHOWN ARE BASED ON THE ORIGINAL
DRAWINGS SHALL NOT BE SCALED
design criteria:
F'C=50,000PSIROADWAY STEEL GRID
F'C=50,000PSIAASHTO M270, GRADE 50
STRUCTURAL STEEL
F'C=60,000PSIHIGH STRENGTH, GRADE 60
BAR STEEL REINFORCEMENT
F'C=3,500PSIall other
F'C=4,000PSIconcrete masonry overlay
F'C=4,000PSIsuperstructure (hpc)
concrete masonry
ultimate design stresses:
max standard permit vehicle: 210 kips
operating rating: hs28
inventory rating: hs17
design loading: Hs20
existing design data (taken from hsi 2021
specifications at the time of construction.
construction. use the current edition of the standard
of wisconsin standard specifications for highway and structure
all details, materials and fabrication shall conform to the state
specifications) and the wisdot bridge manual.
highway and transporation officials (aashto Lrfd bridge design
design is in accordance with the american association of state
STRUCTURAL STEEL:
WHERE THEY OCCUR.
UNLESS NOTED OTHERWISE ON THE PLANS, AND NOTE ON THE SHOP DRAWINGS
PROVIDE A MINIMUM RADIUS OF 1" AT ALL INTERIOR AND RE-ENTRANT CUT,
PROCEDURE.
EXCEPT BY WRITTEN PERMISSION FROM THE ENGINEER AND APPROVED WELD
WELDING THAT IS NOT SHOWN ON THE PLANS WILL NOT BE PERMITTED
PROVISIONS AND STANDARD SPECIFICATIONS FOR REQUIREMENTS.
BE PAINTED, UNLESS NOTED OTHERWISE ON THE PLANS. REFER TO SPECIAL
GALVANIZE ALL BOLTS, NUTS AND WASHERS INCLUDING BOLTS THAT ARE TO
BRACING) SHALL BE GALVANIZED.
NEW STRUCTURAL STEEL BELOW THE GRID FLOOR (STRINGERS AND LATERAL
OTHERWISE ON THE PLANS.
A325, TYPE 1 SLIP CRITICAL TYPE CONNECTIONS, UNLESS NOTED
" DIA. ASTM. F3125 GRADE 87FIELD CONNECTIONS TO BE BOLTED WITH
PLANS.
SLIP CRITICAL TYPE CONNECTIONS, UNLESS NOTED OTHERWISE ON THE
" DIA. ASTM F3125 GRADE A325, TYPE 1, 87PLANS. H.S. BOLTS SHALL BE
SHOP CONNECTIONS TO BE WELDED OR H.S. BOLTED AS SHOWN ON THE
STRUCTURAL STEEL IS AASHTO M270, GRADE 50, UNLESS NOTED OTHERWISE
STEEL GRID FLOOR:
AFTER ACCURATE GRID LAYOUT HAS BEEN PERFORMED.
FIELD DRILL HOLES IN BOLT DOWN PLATES AND IN NEW STRINGER FLANGES
BARS, EDGE ANGLES, CONNECTION PLATES, FORM PANS AND FASTENERS)
GALVANIZE ALL PARTS OF STEEL FLOOR GRID (GRID, TRIM BARS, JOINT
ALTERNATIVE HEAVIER RIVETED GRID SYSTEM IS APPROVED AND USED.
INSTALLING ALL ADDITIONAL COUNTERWEIGHT NECESSARY IF AN
NO ADDITIONAL COMPENSATION FOR DESIGNING, FURNISHING AND
ADDING FOR CONNECTION DETAILS. THE CONTRACTOR IS RESPONSIBLE AT
WEIGHT OF 18.5 POUNDS PER SQUARE FOOT PRIOR TO GALVANIZING AND
BASCULE LEAF AND PAID FOR IS BASED ON THE GRID HAVING A UNIT
COUNTERWEIGHT MATERIAL SHOWN ON THE PLANS TO BE ADDED TO EACH
DUE TO THE ALTERNATE GRID WILL NOT BE COMPENSATED. THE
ARE NECESSARY. ANY RESULTING INCREASES IN COSTS OF OTHER ITEMS
POSSIBLE APPROVAL. SUBMIT ALL REQUIRED CHANGES TO DETAILS THAT
GRID SYSTEM MAY BE SUBMITTED TO THE ENGINEER FOR REVIEW AND
" RIVETED 163DIAGONAL BARS BEING ACTIVE. AN EQUIVALENT STRENGTH 5
AND 3.1 CUBIC INCHES PER FOOT ON THE BOTTOM BASED ON 50% OF
MINIMUM SECTION MODULUS OF 4.0 CUBIC INCHES PER FOOT ON THE TOP
" GRID THAT HAS A 1634-WAY TYPE HAVING DIAGONAL ELEMENTS. PROVIDE 5
DETAILS OF THE ROADWAY GRID SHOWN ARE BASED ON A WELDED 5-INCH
& QUANTITIES
GENERAL NOTES 2
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
4110-33-71
SHEET OF 10
SS DM
B-70-056
TYPICAL SECTION THRU APPROACH SPAN
TYPICAL SECTION THRU APPROACH SPAN
(AT NORTH ABUTMENT LOOKING NORTH)
(SPAN 1 & 2 & SPAN 3 UP TO STA. 46+94.12)
SECTIONS
TYPICAL
TYPICAL SECTION THRU BASCULE SPAN
5'-0"24'-4 1/8 "7'-9 3/8 "24'-0"5'-0"1'-3"
1'-0"9'-8"9'-8"9'-8"9'-8"9'-8"8'-9"8'-9"VARIES
1'-0"9'-8"9'-8"9'-8"9'-8"9'-8"9'-8"
5'-0"24'-0"24'-0"5'-0"1'-3"
1"
1"
1"
1'-3"
1'-3"
1'-0"
EXISTING SLAB
EXISTING SLAB
48'-0" ROADWAY
51'-6"
6'-3" 6'-3"
(TYP.)
NEW ROADWAY STRINGER
NEW OPEN GRID DECK
(NOT SHOWN)
BRACING MEMBERS
REPLACE LATERAL
0.01%0.01%0.0026%
TANGENT
EXTENDED AUX. S.B. LANES
0.0172%
0.01%
0.08%
0.01%0.01%
CL STH 45
0.08%
GIRDER
CL BASCULE
GIRDER
CL BASCULE
6'-8"6'-8"6'-8"6'-8"6'-8"5'-9"6'-8"5'-9"
51'-6"
CL BASCULE GIRDER
COUNTERWEIGHT BOX
BOTTOM OF
0.01%0.01%
CL BASCULE GIRDER
24'-0"24'-0"
"218
"218
14 Spaces @ 3'-4" = 46'-8"
EXISTING SLAB
"218
3
TO REMAIN
BASCULE FLOORBEAMS
GIRDERS TO REMAIN
EXISTING APPROACH
(TYPE F) TO REMAIN
TUBULAR RAILING
(SEE NOTE 1)
CONCRETE OVERLAY
NEW DENSE
(SEE NOTE 1)
CONCRETE OVERLAY
NEW DENSE
PLATE TO REMAIN (TYP.)
STEEL SIDEWALK
GIRDERS TO REMAIN
EXISTING BASCULE
(TYPE F) TO REMAIN
TUBULAR RAILING
SURFACE ELEVATIONS.
" OVERLAY. MAINTAIN EXISTING CROSS SLOPES AND 21WITH 1
" OF DECK SURFACE AND REPLACE 21SCARIFY AND REMOVE 11.
NOTES:
TYPICAL SECTION AT FRONT OF counterweight
(SEE NOTE 1)
OVERLAY
CONCRETE
NEW DENSE
COUNTERWEIGHT TO REMAIN
EXISTING STRINGERS OVER
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SHEET
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
B-70-056
4110-33-71
FOX RIVER
70'-0" NAVIGAT
ION CHANNEL
PLAN - MAIN STREET
ELEVATION
89ft-6in CLEAR HORIZ. OPENING
PIER 2 PIER 3
CABLE
EXISTING SUBMARINE GROUND
EXISTING
APPROXIMATE
GATES
TRAFFIC
GATES
TRAFFIC
HOUSE
CONTROL
HOUSE
CONTROLSPAN
CL BASCULE
(MAIN STREET)
USH 45
MECHANICAL SCOPE OF WORK
GENERAL MACHINERY NOTES
GENERAL MACHINERY FITS AND FINISHES
GENERAL MACHINERY FITS AND FINISHES
(TYP. 4 LOCATIONS)
ASSEMBLY
REAR LOCK
(TYP. 2 LOCATIONS)
HPU ROOM
(TYP. 4 LOCATIONS)
HYDRAULIC CYLINDER
SPAN DRIVE
JRG
MACHINERY PARTS IN FIXED CONTACT
SLIDING BEARINGS
TURNED BOLTS IN FINISHED HOLES
JOURNAL BUSHINGS
MACHINERY BASE ON MASONRY
MACHINERY BASE ON STEEL
-
RC6
LC6
RC6
-
-
125
32
63
16
500
250
REMOVE THE EXISITING IMMERSION HEATER AND INSTALL A FILTERING/HEATING (KIDNEY) LOOP.
ARRANGE NEW PIPES TO IMPROVE ACCESSIBLITY.
REPLACE ALL EXTERIOR PIPING/HOSES FROM THE CYLINDERS ALL THE WAY UP TO THE HPU.
BEARINGS WITH SPHERICAL PLAIN BEARINGS.
REPLACE THE EXISTING TAIL LOCK HYDRAULIC CYLINDER AND ASSOCIATED MAINTENANCE FREE
FEEDBACK FOR REMOTE OPERATION.
FREE BEARINGS. INCLUDE LINEAR TRANSDUCERS WITH THE NEW CYLINDERS TO PROVIDE POSITION
CYLINDERS. THE NEW CYLINDER SHOULD UTILIZE GREASED BEARINGS RATHER THAN MAINTENANCE
REPLACE THE EXISTING TIE-ROD TYPE BRIDGE LIFTING HYDRAULIC CYLINDERS WITH MILL DUTY
+/- 0.5 DEGREE ANGULAR
+/- 0.030 INCH BOLT HOLE LOCATIONS
+/- 0.030 INCH COMPONENT LOCATIONS
+/- 0.060 INCH NON-MACHINED CAST (OVER 1 INCH)
+/- 0.030 INCH NON-MACHINED CAST (TO 1 INCH)
+/- 0.030 INCH ROLLED
+/- 0.030 INCH MACHINED (OVER 1 INCH)
+/- 0.015 INCH MACHINED (TO 1 INCH)
TOLERANCESSURFACE
UNLESS OTHERWISE NOTED IN THE CONTRACT DRAWINGS:
DIMENSIONAL TOLERANCES FOR MACHINERY SHALL BE AS FOLLOWS,
DIMENSIONS OF NON-CYLINDRICAL PARTS.
THE ABOVE FITS FOR CYLINDRICAL PARTS SHALL ALSO APPLY TO THE MAJOR
SURFACE FIT FINISH (micro-in.)
FITS AND FINISHES FOR MACHINERY SHALL BE AS FOLLOWS:
TMK
4 OF 10
MACHINERY COMPONENTS PRIOR TO INSTALLATION AND THROUGHOUT THE WORK.
10.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD AND PROTECT NEW BRIDGE
MATERIALS OR COMPONENTS.
CUTS SHALL NOT BE CONSIDERED AS ACCEPTABLE FOR THE PURCHASING OR FABRICATION OF MACHINERY
WITHOUT APPROVED SHOP DRAWINGS AND/OR CATALOG CUTS. "APPROVED AS NOTED" SHOP DRAWINGS OR CATALOG
COMPLETE PACKAGE. MACHINERY MATERIALS AND COMPONENTS SHALL NOT BE PURCHASED OR FABRICATED
9. DETAIL DRAWINGS, ASSEMBLY DRAWINGS AND ERECTION DRAWINGS SHALL BE SUBMITTED TOGETHER AS A
SET A STANDARD.
8.MENTION OF A MANUFACTURER'S NAME OR MODEL NUMBER DOES NOT REPRESENT A PREFERENCE, BUT IS USED TO
AT NO ADDITIONAL COST TO THE OWNER.
REVISED BY THE CONTRACTOR TO SUIT THE CERTIFIED DIMENSIONS OF THE COMPONENTS ACTUALLY FURNISHED
APPROVAL OF THE ENGINEER. ALL RELATED STRUCTURAL, MECHANICAL AND ELECTRICAL DETAILS SHALL BE
MODELS FROM OTHER MANUFACTURERS MAY BE SUBSTITUTED AT THE OPTION OF THE CONTRACTOR AND PENDING THE
BASED ON MANUFACTURER'S CATALOG DATA CURRENT AT THE TIME THE PLANS WERE PREPARED. EQUIVALENT
7.MODEL NUMBERS AND DETAILS OF HYDRAULIC CYLINDERS, BEARINGS AND OTHER STANDARD COMPONENTS ARE
6.MACHINERY DIMENSIONS SHOWN ON DRAWINGS ARE DIMENSIONS AFTER MACHINING.
DESCRIBED IN THE SPECIFICATIONS.
INCH NOMINAL THICKNESS, UNLESS OTHERWISE SPECIFIED, WITH ADJUSTMENT VARIATIONS AS 21SHALL BE
5.PROVIDE STAINLESS STEEL SHIMS FOR LEVELING AND ALIGNING ALL MACHINERY COMPONENTS. SHIM PACKS
NUT. NEW ASTM A449 H.S. BOLTS THAT HAVE BEEN TORQUED SHALL NOT BE REUSED.
4.ALL HIGH-STRENGTH (H.S.) FASTENERS SHALL HAVE A HARDENED PLAIN WASHER UNDER THE HEAD AND THE
CLEARANCE OF NOT MORE THAN 0.010 INCH, BETWEEN THE BODY OF THE BOLT AND THE HOLE.
STRUCTURAL STEEL. ALL ASTM A449 H.S. BOLTS CONNECTING MACHINERY TO STRUCTURAL STEEL SHALL HAVE
3.PROVIDE ASTM A449 H.S. (FINISHED HIGH-STRENGTH) BOLTS AS REQUIRED TO CONNECT MACHINERY TO
2.ALL MATING SURFACES OF MACHINERY PARTS, SUPPORTS AND EXTERNAL EDGES SHALL BE MACHINED.
FOR IN THE SPECIFICATIONS.
OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS, UNLESS OTHERWISE SHOWN ON THE PLANS, OR PROVIDED
SPECIFICATIONS, 2ND EDITION (AND ALL INTERIM REVISIONS) AS PUBLISHED BY THE AMERICAN ASSOCIATION
1.DETAILS OF MACHINERY SHALL CONFORM TO THE 2007 LRFD MOVABLE HIGHWAY BRIDGE DESIGN
PLAN & NOTES
MECHANICAL
BACK TO HPU ROOM
AND REAR LOCK CYLINDER
FROM SPAN DRIVE CYLINDER
REPLACE HYDRAULIC PIPING
(TYP. 4 LOCATIONS)
ASSEMBLY
REPAIR REAR LOCK
(TYP. 4 LOCATIONS)
HYDRAULIC CYLINDER
REPLACE SPAN DRIVE
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SHEET
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
B-70-056
4110-33-71
C.L. 15FB1
C.L. CYLINDER SUPPORT BEAM
7'-4" STROKE
1
2
"
B
ORE
TOP OF PIER
SCALE:12" = 1'-0"
SPAN DRIVE CYLINDER ELEVATION
18'-6"
SEE NOTE 4
SUPPORT
NEW CYLINDER
(TYP.)
SEE NOTE 3
REMOVED AND REPLACED
BEARING TO BE
EXISTING CYLINDER
(ELECTRICAL ITEM)
AND REPLACED
TO BE REMOVED
CAM LIMIT SWITCH
EXISTING ROTARY
MILL DUTY CYLINDER
REPLACED WITH NEW
CYLINDER TO BE
TYPE SPAN DRIVE
EXISTING TIE ROD
CLEVIS
NEW REAR
AND TRACK
EXISTING TREAD PLATE
CLEAN AND PAINT
BASCULE GIRDER
C.L. OF ROLL5'-6"R
15'-6"3'-0"
D C O
1
'
-
6
"1
'
-
6
"
C.L. BASCULE GIRDER
1'-0"1'- 1/2 "3
"
SECTION B-B
" = 1'-0"43SCALE:
SECTION A-A
" = 1'-0"43SCALE:
CYLINDER
C.L. SPAN DRIVE
C.L. APPROACH GIRDER
C.L. BASCULE GIRDER
1'-6"1'-9"
CYLINDER
NEW HYDRAULIC
PLATES
PIN AND REBORE MOUNTING
REPLACE CYLINDER CLEVIS
C.L. OF ROLL
SUPPORT
SPRING SUSPENSION
NEW S.S. DISC
CYLINDER
SPAN DRIVE
A A
B
B
NOTES:
SYSTEM.
PROJECTS TO REPLACE THE EXISTING COUNTERBALANCE
SUPPORT SYSTEM HAS BEEN USED ON OTHER SIMILAR
SECTION B-B FOR THE PROPOSED SUPPORT. THIS
NEEDED, IT WILL BE REMOVED. IF IT IS NEEDED, SEE
ADDITIONAL SUPPORT SHOWN IS NEEDED. IF IT IS NOT
THE CYLINDER MANUFACTURER TO SEE IF THE
4. DURING DETAIL DESIGN, WE WILL COORDINATE WITH
FITTINGS FOR LUBRICATION.
END AND ROD END SHALL BE PROVIDED WITH GREASE
ARE REQUIRED. THE BEARING HOUSINGS AT THE CAP
DOUBLE-LIP SEALS FOR BOTH ENDS OF THE CYLINDER
3. PLAIN SPHERICAL BEAINGS (STEEL ON BRONZE) WITH
DIMENSIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY ALL
DESIGN PLANS AND THE 2000 REHABILIATION PLANS.
1. DIMENSIONS SHOWN ARE BASED ON THE ORIGINAL
TMKJRG
5 OF 10
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SHEET
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
B-70-056
4110-33-71
TOP OF CONCRETE
2'-9"
C.L. BASCULE GIRDER
REMOVED AND REPLACED
CYLINDER TO BE
EXISTING HYDRAULIC
C.L. PIN A
STRIKE PLATE
3
'
-
8
"
TO REMAIN
REAR LOCK POST
MACHINERY COVER NOT SHOWN FOR CLARITY
SCALE: 1" = 1'-0"
" PIN431
REPLACED
REMOVED AND
LINES TO BE
HYDRAULIC
EXISTING
S
T
R
OK
E
1
'
-
3
"
BORE
3"
SEE NOTE 3 (TYP.)
REPLACED
BEARINGS TO BE REMOVED AND
EXISTING HYDRAULIC CYLINDER
REAR LOCK ELEVATION
ELEVATION
REAR LOCK
NOTES:
CLEANED AND PAINTED.
4. REMAINING REAR LOCK COMPONENTS SHALL BE
FITTINGS FOR LUBRICATION.
END AND ROD END SHALL BE PROVIDED WITH GREASE
ARE REQUIRED. THE BEARING HOUSINGS AT THE CAP
DOUBLE-LIP SEALS FOR BOTH ENDS OF THE CYLINDER
3. SPHERICAL PLAIN BEAINGS (STEEL ON BRONZE) WITH
DIMENSIONS.
2. THE CONTRACTOR SHALL FIELD VERIFY ALL
DESIGN PLANS AND THE 2000 REHABILIATION PLANS.
1. DIMENSIONS SHOWN ARE BASED ON THE ORIGINAL
TMKJRG
6 OF 10
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SHEET
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
B-70-056
4110-33-71
LCYL2
BREATHER
TMPR-GA
(LO PRESS.)
N. LOPR-SW
(TYP.)
TEMPERATURE GAUGE
SHUT-OFF VALVE KEPT OPEN (TYP.)
SHUT-OFF VALVE KEPT CLOSED (TYP.)
SYSPRS-GA
N.PR-XDCR
(PRESSURE TRANSDUCER)
SCYL2
2CBV-PIST
N. HIPR-SW
(HI PRESS.)
N.RV
2N.SCFTR-SW
2N.SCFTR
1N.SCFTR
1N.SCFTR-SW
1M 1SP
(50 GPM)
2SP 2M
(1)
LCYL1-LOCK CYLINDER LVL-GA
LEVEL GAUGE (TYP.)
N.SW-LVL (LEVEL SWITCH TYP.)
N.SW-MNT (MAINT.LEVEL SWITCH TYP.)
N.TSW-TEMPERATURE SWITCH (TYP.)
D
RI
V
E
WI
T
HD
RAW
N.SV-R.PRS
REDUCED PRESSURE VALVE
0-100 GPM0-10 GPM
FLOW METER (TYP.)
N.RV-LK
LKPR-GA
N.SV-LKSYS
N.SV-LKDR
SPAN CYLINDER SCYL1
1CBV-PIST
1CBV-ROD
(TYP.)
DIRECTLY ON CYLINDER
SHALL BE MOUNTED
RAI
S
E
N.SYS-FTR
N.SYSFTR-SW
LOCKS DIRECTION
LO
WER
PIS-GA
PIS
N.PSW-
ROD-GA
PRESSURE GAUGE (TYP.)
2CBV-ROD
2N.RV
2N.SV-PROP
N.EMV
1N.SV-PROP
1N.RV
WITH HEATING AND FILTER LOOP
TO BE REPLACED
IMMERSION HEATER
RSE
N.RV-
ROD
N.PSW-
SWITCH (TYP.)
PRESSURE
LWR
2N.DSV-
RSE
1N.DSV-
RSE
2N.DSV-
LWR
1N.DSV-
LWR
N.RV-
(50 GPM)
ENCLOSURE TO REMAIN
EXISTING HPU
SEE NOTE 3 (TYP.)
REPLACED
TO BE REMOVED AND
REAR LOCK CYLINDER
SEE NOTE 2 (TYP.)
REMOVED AND REPLACED
CYLINDER TO BE
EXISTING SPAN DRIVE
SEE NOTE 4 (TYP.)
TO BE REMOVED AND REPLACED
EXTERIOR PIPING AND HOSES
LKWD
N.SV-
M
PUMP
MOTOR
HEATER
CIRCULATION
NEW
FILTER
NEW
SIGHT GLASS
NEW
RELIEF VALVE
PRESSURE
NEW
SCHEMATIC
HYDRAULIC
LEGEND
N.SV-R.PRS - REDUCED PRESSURE VALVE
N.RV-RSE - "NEAR" RELIEF VALVE ON "RAISE" SIDE (PISTON)
CBV-ROD - COUNTERBALANCE VALVE ON "RAISE" SIDE (PISTON)
2N.SCFTR - 2ND SET "NEAR" SPAN PUMP SUCTION SIDE FILTER
1N.SYSFTR - 1ST SET "NEAR" SYSTEM'S PRESSURE SIDE FILTER
N.SV-LKWD - LOCK DIRECTIONAL SOLENOID VALVE (TO WITHDRAW)
LCYL - LOCK CYLINDER
DSV - SPAN DIRECTIONAL PROPORTIONAL VALVE
SV-PROP - PROPORTIONAL SOLENOID VALVE
SCYL - SPAN CYLINDER
FILTER LOOP DETAIL
PROPOSED HYDRAULIC SCHEMATIC
NOTES
HYDRAULIC NOTES
SHALL FURNISH & INSTALL EQUIPMENT FOR BOTH SIDES.
3. EQUIPMENT FOR "FAR" SIDE IS IDENTICAL TO "NEAR" SIDE. CONTRACTOR
ACCEPTABLE.
100 PSI MUST BE STRAIGHT THREADS. TAPERED PIPE THREADS ARE NOT
2. ALL THREADS IN THE HYDRAULIC SYSTEM FOR PRESSURE HIGHER THAN
PORTS OR SAE CODE 61 FLANGE (W/ O-RING) CONNECTIONS.
O-RING FACE SEAL TUBE" FITTINGS WITH SAE STRAIGHT THREAD O-RING
1. ALL HYDRAULIC LINES FROM HPU TO CYLINDERS MUST HAVE "PARKER
TMKJRG
7 OF 10
THE HPU AND ARRANGE NEW PIPES TO IMPROVE ACCESS.
4. REPLACE ALL EXTERIOR PIPES AND HOSES FROM THE CYLINDERS TO
DETAILS SHEET 6.
3. EXISTING REAR LOCK CYLINDER TO REMOVED AND REPLACED. SEE
REPLACED WITH NEW MILL DUTY CYLINDER. SEE DETAILS SHEET 5.
2. EXISTING TIE ROD TYPE SPAN DRIVE CYLINDER TO BE REMOVED AND
1. EXISTING HEATER TO BE REMOVED.
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SHEET
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
4110-33-71
ME RL
B-70-056
NOTES:
PLAN
ELEVATION
(TYP.)
GATES
WARNING
EXISTING
EXISTING SUBMARINE CABLE
CONTROL HOUSE
GATES (TYP.)
EXISTING WARNING INTEGRATING EXISTING PROPORTIONAL VALVES
PROVIDE AND INSTALL NEW PLC I/O CARDS FOR -
PROVIDE AND INSTALL NEW ROTARY CAMS-
PROVIDE AND INSTALL NEW LINEAR TRANSDUCERS-
PROVIDE AND INSTALL NEW HPU MOTORS AND DISCONNECTS-
HPU HUT (TYP. BOTH SIDES)
EQUIPMENT.
MONITORING
INSTALL NEW POWER
PROVIDE AND -
MOTORS
IN MCC FOR HPU
CIRCUIT BREAKERS
INSTALL NEW
PROVIDE AND -
OPERATOR'S LEVEL
1.SEE ELECTRICAL NOTES & SCOPE SHEET FOR EQUIPMENT THAT SHALL BE REMOVED AND
FOR EQUIPMENT THAT SHALL BE FURNISHED AND INSTALLED.
2.VALUES/RATINGS/NAMES FOR THE EXISTING EQUIPMENT HAVE NOT BEEN VERIFIED.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS.
3.INFORMATION, SCHEMATICS, AND LAYOUTS SHOWN ON THIS DRAWING WERE OBTAINED, IN
WHOLE OR IN PART, FROM EXISTING "CITY OF OSHKOSH LIFT STRUCTURES MAIN STREET,
OREGON/JACKSON STREET & CONGRESS AVENUE BRIDGES B-70-56 USH 45 WINNEBAGO
COUNTY." THE INFORMATION SHOWN IS APPROXIMATE. EQUIPMENT, CONDUIT, CONTROL
SYSTEM MODIFICATIONS, AND WIRING REPLACEMENT WORK SHOWN IS INTENDED TO BE
USED TO SHOW LEVEL OF EFFORT FOR ELECTRICAL WORK, AND FOR CONTRACTOR'S USE IN
DETERMINING MEANS AND METHODS TO PERFORM THE WORK.& ELEVATION
ELECTRICAL PLAN OF 108
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SHEET
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
4110-33-71
ME RL
B-70-056
GENERAL ELECTRICAL NOTES:GENERAL ELECTRICAL NOTES (CONT.):SCOPE OF WORK:
ROTARY CAM LIMIT SWITCHES AS SHOWN ON PLANS.
INSTALL POWER MONITORING EQUIPMENT. PROVIDE AND INSTALL
SHALL BE INTEGRATED WITH EXISTING PLC SYSTEM. PROVIDE AND
AND INSTALL A SEPARATE SCADA AND DATALOGGING SOFTWARE THAT
TRANSDUCERS ON THE LIFTING AND TAIL LOCK CYLINDERS. PROVIDE
into existing plc system. PROVIDE AND INSTALL LINEAR
SIGNAL AMPLIFIERS to integrate existing proportional valve
provide and install plc HYDRAULIC VALVE CONTROL cards AND
EXISTING PLC-BASED BRIDGE CONTROL SYSTEM SHALL BE REUSED.
ELECTRICAL CONTROLS - CONTROL EQUIPMENT:4.
HPU MOTORS FOR EACH HPU.
PROVIDE AND INSTALL TWO (2) NEW 40HP SQUIRREL CAGE INDUCTION
EXISTING HPU-BASED BRIDGE OPERATION SYSTEM SHALL BE REUSED.
CONDUIT OR FOR UNDERGROUND, PVC-SCHEDULE 80 CONDUITS.
CONDUCTORS PULLED THROUGH PVC COATED RIGID GALVANIZED
ALL NEW CABLING SHALL BE EITHER TRAY CABLE IN TRAYS OR
MACHINERY:
ELECTRICAL SERVICE - ELECTRICAL CONDUIT, CABLES AND 3.
within line-of-sight of the hpu motors.
provide and install four (4) new motor disconnect switches
STARTERs, one per each hpu motor, as shown on the plans.
each hpu motor. PROVIDE AND INSTALL four (4) new SOFT
install four (4) new circuit breakers in the mcc, one for
LIGHTING PANEL AND EXISTING CONTROL SYSTEM. provide and
FOR EXISTING WARNING GATES, EXISTING HEATERS, EXISTING
EXISTING MCC, WHICH SHALL BE REUSED. THE MCC PROVIDES POWER
SERVICE. THE MAIN SERVICE DISCONNECT PROVIDES POWER TO THE
DISCONNECT WHICH SHALL BE REUSED FOR BRIDGE ELECTRICAL
THE SERVICE FEEDS A NEARBY EXISTING 400A FUSED MAIN SERVICE
THE ELECTRICAL ROOM OF THE CONTROL HOUSE SHALL BE REUSED.
THE EXISTING 480V, 60HZ, 3-PHASE, 3-WIRE ELECTRIC SERVICE IN
ELECTRICAL SERVICE - POWER DISTRIBUTION:2.
ROTARY CAM LIMIT SWITCHES4.
CONVERTERS, AND SIGNAL AMPLIFIERS
PROPORTIONAL VALVE POTENTIOMETERS ON THE DESK, SIGNAL3.
THE MOTOR CONTROL CENTER (mcc)
hpu motor CIRCUIT BREAKERS, CONTACTORS, AND OVERLOADS IN2.
HYDRAULIC POWER UNIT (HPU) MAIN MOTORS1.
REMOVE AND DISPOSE OF THE FOLLOWING EXISTING EQUIPMENT:
DEMOLITION AND REMOVAL:1.
ONLY.
INFORMATION SHOWN IN THE ELECTRICAL PLANS IS FOR REFERENCE
ALL STRUCTURAL, MECHANICAL AND ARCHITECTURAL BACKGROUND 16.
SHALL BE SEALED WITH AN APPROVED FIRE-STOP SEALANT.
CONDUIT PENETRATIONS THROUGH WALLS AND FLOORS OF BUILDINGS 15.
CONDUIT FITTINGS AND HUBS SHALL BE WATERTIGHT TYPE.
CONTAIN ELECTRICAL EQUIPMENT. ALL WET AND OUTDOOR LOCATION
CONDUIT TOP ENTRY IS NOT PERMITTED FOR OUTDOOR CABINETS THAT 14.
AS IF SPECIFICALLY INCLUDED IN THESE DRAWINGS.
ENGINEER, SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR
INSTALLATION AND EQUIPMENT IN A MANNER ACCEPTABLE TO THE
THAT MAY BE FOUND NECESSARY TO COMPLETE OR PERFECT THE
LABOR NOT HEREIN SPECIFICALLY MENTIONED OR INCLUDED, BUT
ANY APPARATUS, DEVICE, CIRCUIT, APPLIANCE, MATERIAL, OR 13.
AND DETAILS OF WORK, AT NO EXTRA COST.
NOT RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMISSIONS
SPECIFICATIONS, OR WHICH ARE CUSTOMARILY PERFORMED, SHALL
NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND
INFORMATION OR OMISSIONS OF DETAILS FOR ITEMS WHICH ARE
SHOWN ON THE PLANS OR NOT. PRESENTATION OF INCOMPLETE
COMPLIANCE WITH ALL STATED CONTRACT REQUIREMENTS, WHETHER
NECESSARY, TO PROVIDE FULLY OPERATIONAL SYSTEMS THAT ARE IN
ASPECTS OF THE REQUIRED INSTALLATION. PERFORM ALL WORK
THESE PLANS AND SPECIFICATIONS DO NOT NECESSARILY SHOW ALL 12.
ROUTINGS.
FOR APPROVAL ANY DEVIATIONS IN PROPOSED CABLE AND CONDUIT
OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER
ANY DEVIATIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION
INSTALLATION PRIOR TO PERFORMING THE ACTUAL INSTALLATION.
VERIFY ALL THE DIMENSIONS RELATED TO ELECTRICAL EQUIPMENT
STRUCTURAL/MECHANICAL COORDINATION. THE CONTRACTOR SHALL
SLIGHTLY DUE TO THE FIELD CONDITIONS AND
POSSIBLE, REALIZING THAT ACTUAL INSTALLATIONS MAY VARY
THE CONTRACTOR SHALL FOLLOW THESE LAYOUTS AS CLOSELY AS
EQUIPMENT MAY VARY, DEPENDING ON THE MANUFACTURER SELECTED.
ALL EQUIPMENT AND/OR CONDUIT MAY BE SHOWN. SIZES OF
EQUIPMENT IS SHOWN, NOT EVERY DETAIL OR EXACT LOCATION OF
CONDITIONS SHALL BE VERIFIED IN THE FIELD. WHILE MAJOR
TO SHOW A CONCEPTUAL LAYOUT. SCALES ARE APPROXIMATE. ACTUAL
CONTRACT DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND INTENDED
THE ELECTRICAL EQUIPMENT AND RACEWAY LAYOUTS SHOWN IN THE 11.
ENCLOSURES, BOXES, OR CONDUIT FITTINGS.
DEVICES. SPLICES SHALL NOT BE PERMITTED WITHIN EQUIPMENT
ALL CONDUCTORS SHALL BE CONNECTED TO TERMINAL BLOCKS OR 10.
BOXES SHALL BE GROUNDED IN ACCORDANCE WITH THE NEC.
SHALL BE NO. 12 AWG. ALL CABINETS, TERMINAL AND JUNCTION
IN ALL NEW FLEXIBLE CABLES. MINIMUM SIZE GROUND CONDUCTOR
WITH GROUND CONDUCTORS. GROUND CONDUCTORS SHALL BE PROVIDED
ALL NEW CONDUCTORS INSTALLED IN CONDUIT SHALL BE INSTALLED 9.
LOCKS DRIVEN AND OPEN FOR TRAFFIC.
THE DRAWINGS AS DE-ENERGIZED, WITH THE SPAN FULLY CLOSED,
ALL SWITCHES, RELAYS, CONTACTORS AND STARTERS ARE SHOWN ON 8.
CONTAINED IN THE RELEVANT SPECIFICATIONS.
REQUIREMENTS FOR MATERIAL, CONSTRUCTION AND INSTALLATION
ALL WIRES AND CABLES SHALL MEET ALL THE ADDITIONAL
MINIMUM SIZE SHALL BE NO. 14 AWG SWITCHBOARD WIRE (TYPE SIS).
IN THE CASE OF CONTROL CABINETS AND CONTROL DESK WIRING, THE
CABINETS AND CONTROL DESK IN WHICH NO. 12 AWG MAY NOT FIT.
STRANDED TYPE XHHW-2, EXCEPT FOR INTERNAL WIRING IN CONTROL
NEW ELECTRICAL CONDUCTORS SHALL BE MINIMUM SIZE NO. 12 AWG 7.
INDICATED ON THE CONTRACT DRAWINGS.
INSTALLATION, WHETHER OR NOT THEY ARE EXPLICITLY SHOWN OR
CONDUIT FITTINGS, ELBOWS, AND HARDWARE FOR A COMPLETE
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED BOXES, 6.
UON.
EMBEDDED BARRIERS/CONCRETE CONDUITS SHALL BE PVC-SCHEDULE 80,
OUTDOOR CONDUITS SHALL BE PVC-RGS, UON. ALL UNDERGROUND OR
BE THE PRODUCT OF A SINGLE MANUFACTURER. ALL ABOVE GROUND
ALL CONDUITS AND FITTINGS USED IN ONE CONTINUOUS RUN SHALL 5.
SPECIFICATIONS.
CONSTRUCTION, AND INSTALLATION CONTAINED IN THE
MEET ALL THE ADDITIONAL REQUIREMENTS FOR MATERIAL,
COATED HOT DIPPED GALVANIZED RIGID STEEL, UON, AND SHALL
ALL NEW CONDUIT AND FITTINGS SHALL BE 3/4" MINIMUM PVC 4.
CONTRACTOR, UNLESS OTHERWISE NOTED (UON).
THE CONTRACT DRAWINGS ARE NEW AND SHALL BE FURNISHED BY THE
ALL REPLACEMENT ELECTRICAL COMPONENTS AND MATERIAL SHOWN ON 3.
OVERALL CONSTRUCTION STAGING SEQUENCE.
OTHER TRADES AND SHALL BE SCHEDULED CONSISTENT WITH THE
ALL ELECTRICAL WORK SHALL BE COORDINATED WITH THE WORK OF 2.
ORDINANCES, THE MOST STRINGENT REQUIREMENT SHALL APPLY.
MENTIONED CODES, STANDARDS, RULES, REGULATIONS, AND
OF A CONFLICT BETWEEN THESE SPECIFICATIONS AND THE ABOVE
AND LOCAL RULES, REGULATIONS, AND ORDINANCES. IN THE EVENT
STANDARD SPECIFICATIONS, AND ALL APPLICABLE FEDERAL, STATE,
OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS (AASHTO)
(UL), THE ELECTRICAL REQUIREMENTS OF THE AMERICAN ASSOCIATION
CODE (NEC), THE REGULATIONS OF UNDERWRITER'S LABORATORIES
SPECIFICATIONS, THE REQUIREMENTS OF THE NATIONAL ELECTRICAL
WISCONSIN DEPARTMENT OF TRANSPORTATION (WISDOT) STANDARD
ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE STATE OF 1.
INSTALLED IN EXTERIOR LOCATIONS OR NOT.
RESISTANT, AND SHALL BE RATED FOR SUCH INSTALLATION, WHETHER
ALL CONDUIT PROVIDED SHALL BE SUNLIGHT AND ULTRAVIOLET (UV) 28.
PROVISION.
THE INCREASED WIRING SIZE IF NECESSARY TO COMPLY WITH THIS
CABLES/LARGER CONDUIT AT NO ADDITIONAL COST TO ACCOMMODATE
ACCORDANCE WITH NEC DERATING REQUIREMENTS. INSTALL UPSIZED
SAME CONDUIT, VERIFY THAT ALL CONDUCTORS ARE SIZED IN
WHERE MULTIPLE CIRCUIT CONDUCTORS ARE INSTALLED WITHIN THE 27.
BE PER THE NEC.
INSTALL ALL CONDUIT PER THE NEC AND AASHTO STANDARDS. LIMIT
ENGINEER. DO NOT SUPPORT BOXES OR CABINETS FROM CONDUIT.
THIS REQUIREMENT SHALL BE AT THE SOLE DISCRETION OF THE
TO SIX (6) FEET UPON ENGINEER'S APPROVAL. DEVIATION FROM
CONDUIT SUPPORTS DUE TO FIELD CONDITIONS MAY BE EXTENDED UP
SUPPORT CONDUIT EVERY FIVE (5) FEET. MAXIMUM SPACING FOR 26.
INCREASED TO MEET THIS REQUIREMENT.
ONE REQUIRING ACCESS. CLEARANCES BETWEEN EQUIPMENT SHALL BE
REPLACEABLE WITHOUT DISASSEMBLY OF ANY COMPONENT EXCEPT THE
COVERS FOR ALL EQUIPMENT SHALL BE EASILY REMOVABLE AND 25.
UON.
OPEN (N.O. ) AND 2 NORMALLY CLOSED (N.C.) AUXILIARY CONTACTS,
OVERLOADS SHALL BE PROVIDED WITH A MINIMUM OF 2 NORMALLY
PANELS) , MOTOR CIRCUIT PROTECTORS, CONTACTORS, AND
ALL CIRCUIT BREAKERS (CB) (EXCEPT FOR BRANCH CB IN LIGHTING 24.
STRINGENT SHALL GOVERN.
DISCREPANCY BETWEEN SPECIFICATIONS AND PLANS, THE MORE
CONTRACTOR'S OWN RISK AND EXPENSE. IN THE CASE OF
WITHOUT WRITTEN APPROVAL BY THE ENGINEER SHALL BE AT THE
SPECIFICATIONS OR INTERPRETATIONS MADE BY THE CONTRACTOR
DETERMINATION IN WRITING. ANY DEVIATION FROM THE PLANS AND
INQUIRY TO THE ENGINEER, WHO WILL PROMPTLY MAKE
OF THE PLANS MAY BE REASONABLY MADE, SUBMIT A WRITTEN
NUMBERS, AND DESCRIPTIONS, OR WHERE MULTIPLE INTERPRETATIONS
IN ANY CASE OF DISCREPANCIES IN NOTED DETAILS, CATALOG 23.
APPROVAL OF THE ENGINEER.
THE PLANS. DEVIATIONS IN LOCATION SHALL BE PERMITTED ONLY BY
ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN LOCATIONS ON 22.
PERTAIN.
SHALL BE UNDER THE VARIOUS PAY ITEMS TO WHICH THE RACEWAYS
CONTRACTORS FINAL AS-BUILT DRAWINGS. PAYMENT FOR THESE TAGS
CONDUIT DESIGNATIONS WHICH SHALL COINCIDE WITH THOSE IN THE
AT BOTH ENDS OF ALL RACEWAY RUNS IDENTIFYING THEM WITH FINAL
THE CONTRACTOR SHALL FURNISH AND INSTALL ENGRAVED BRASS TAGS 21.
UNSATISFACTORY WORK AT NO ADDITIONAL COST TO WISDOT.
THE CONTRACTOR SHALL REMOVE AND RE-EXECUTE ALL 20.
CLEAN, ORDERLY STATE.
CONTRACTOR SHALL BE RESPONSIBLE FOR LEAVING THE SITE IN A
IN THE PROJECT. AT THE COMPLETION OF THE WORK, THE
FROM LEAVING THE JOB SITE AND INFILTRATING AREAS NOT INVOLVED
CONTRACTOR SHALL CONTROL CLEANING TO PREVENT DIRT OR DUST
ALL CONSTRUCTION DEBRIS IN THE VICINITY OF THE WORK, THE
CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF 19.
THE ENGINEER.
STRUCTURE, SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF
FIELD VERIFICATION OR CONSTRUCTION DEVIATIONS REGARDING THE
ACTUAL INSTALLATIONS. ANY DEVIATIONS NOTED AS PART OF THE
ELECTRICAL EQUIPMENT INSTALLATIONS PRIOR TO PERFORMING
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS RELATING TO 18.
STEEL WITH CONTINUOUS HINGES AND LATCHES, UON.
ELECTRICAL MANUFACTURER'S ASSOCIATION (NEMA) 4X STAINLESS
ENCLOSURES WHERE SHOWN IN THE PLANS SHALL BE NATIONAL 17.
NOTES & SCOPE
ELECTRICAL OF9 10
STRUCTURE
NO.DATE REVISION BY
STATE OF WISCONSIN
DEPARTMENT OF TRANSPORTATION
SHEET
DRAWN
BY
PLANS
CK'D.
STATE PROJECT NUMBER
8
4110-33-71
ME RL
B-70-056
NOTES:
AMMETER
NEAR PUMPS
EXISTING
3P/400A 3P/400A
A
C
B-
1
F
L
M
C
B-
2
F
L
M
C
B-
1
NL
M
C
B-
2
NL
M
CB
-
1
NG
1
NGUMS
OL1
N
1/2
CB
-
2
NG
2
NGU
MS
OL2
N
1
NGDMS
2
NGD
MS
CB
-
2
F
G
2
F
GU
MS
OL2
F
2
F
GD
MS
CB
-
1
F
G
1
F
GUMS
OL1
F
1/2
1
F
GDMS
3
P
/
1
5
A
3
P
/
1
5
A
3
P
/
1
5
A
3
P
/
1
5
A
3
P
/
3
0
A
3
P
/
3
0
A
3
P
/
3
0
A
F
U-
NMH-
H
T
R
F
U-
F
MH-
H
T
R
3
P
/
3
A
F
U-
P
FR
/
P
T
PFR
FROM MCC
3
P/
1
2
5
A
3
P/
1
2
5
A
3
P/
1
2
5
A
3
P/
1
2
5
A
GC
F
U-
GC
CONTACTOR (TYP.)
EXISTING GATE
OVERLOAD (TYP.)
EXISTING GATE
TRANSFORMER
EXISTING POTENTIAL
FU-T2
EXISTING
T2
EXISTING
T1
EXISTNG
FU-T1
EXISTING
1.5KVA
480V-120V 2P/XA
2P/4A
VOLTMETER
TO DESK
HEATER
IMMERSION
NEAR TANK
EXISTING
40 40 40 40
CHANNELCHANNELCHANNEL
CH
AN
NE
L
1.1A
GATE 2NG
EXISTING
1.1A
GATE 1FG
EXISTING
1.1A
GATE 2FG
EXISTING
MOTOR CONTROL CENTER
EXISTING
UTILITY CABINET
EXISTING
CB-MCB
EXISTING
DS-MCB
EXISTING
DS-NIM-HTR
EXISTING
CB-NIM-HTR
EXISTING
CB-FIM-HTR
EXISTING
DS-FIM-HTR
EXISTING
DS
-
1
NG
E
XI
S
T
I
N
G
DS
-
2
NG
E
XI
S
T
I
N
G
DS
-
1
F
G
E
XI
S
T
I
N
G
DS
-
2
F
G
E
XI
S
T
I
N
G
DS
-
NMH-
H
T
R
E
XI
S
T
I
N
G
DS
-
F
MH-
H
T
R
E
XI
S
T
I
N
G
S
T
AR
T
ER
S
OF
T
NEW
S
T
AR
T
ER
S
OF
T
NEW
S
T
AR
T
ER
S
OF
T
NEW
S
T
AR
T
ER
S
OF
T
NEW
CIRCUITS
TO 120VAC
ENCODERS
TO PLC &
TRANSFORMER
EXISTING POWER
SERVICE FROM
480V, 3P, 3W
EXISTING
A
DS
-
1
NL
M
n
e
w
DS
-
2
NL
M
n
e
w
DS
-
1
F
L
M
n
e
w
DS
-
2
F
L
M
n
e
w
BREAKER (TYP.)
EXISTING GATE CIRCUIT
console
control
EXISTING
HEATER
IMMERSION
fAR TANK
EXISTING
480V-208/120V
feeder FUSE
EXISTING GATE
CONTROL CONTACTOR
EXISTING group GATE
(TYP.)
BREAKER
CIRCUIT
MOTOR
NEW HPU
52A
1NLM
MOTOR
NEW HPU
52A
2NLM
MOTOR
NEW HPU
52A
1FLM
MOTOR
NEW HPU
52A
2FLM
MOTOR
NEW HPU
1.1A
GATE 1NG
EXISTING
1/2
HEATERS
HOUSE
MACHINE
NEAR
EXISTING
HEATERS
HOUSE
MACHINE
fAR
EXISTING
1/2
FUSE (TYP.)
EXISTING HEATER
CABINET
IN uTILITY
TRANSFORMER
POTENTIAL
TO EXISTING
3
P
/
3
A
F
U-
P
m
pm
monitor
new power
FAILURE RELAY
EXISTING PHASE
monitor FUSE
new power
Transformer FUSE
Relay / Potential
Phase Failure
EXISTING
AMMETER
FAR PUMPS
EXISTING
DETERMINING MEANS AND METHODS TO PERFORM THE WORK.
USED TO SHOW LEVEL OF EFFORT FOR ELECTRICAL WORK, AND FOR CONTRACTOR'S USE IN
SYSTEM MODIFICATIONS, AND WIRING REPLACEMENT WORK SHOWN IS INTENDED TO BE
COUNTY." THE INFORMATION SHOWN IS APPROXIMATE. EQUIPMENT, CONDUIT, CONTROL
OREGON/JACKSON STREET & CONGRESS AVENUE BRIDGES B-70-56 USH 45 WINNEBAGO
WHOLE OR IN PART, FROM EXISTING "CITY OF OSHKOSH LIFT STRUCTURES MAIN STREET,
INFORMATION, SCHEMATICS, AND LAYOUTS SHOWN ON THIS DRAWING were OBTAINED, IN 3.
CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS.
VALUES/RATINGS/NAMES FOR THE EXISTING EQUIPMENT HAVE NOT BEEN VERIFIED. 2.
FOR EQUIPMENT THAT SHALL BE FURNISHED AND INSTALLED.
SEE ELECTRICAL NOTES & SCOPE SHEET FOR EQUIPMENT THAT SHALL BE REMOVED AND 1.
DIAGRAM
ONE LINE OF 1010