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Wisconsin Department of Transportation
Version 06-2014 Solving tomorrow’s transportation challenges
Division of Transportation Systems Development Bureau of Project Development 4802 Sheboygan Avenue, Rm 601 P O Box 7916 Madison, WI 53707-7916 Telephone: (608) 266-1631 Facsimile (FAX): (608) 266-8459
December 6, 2016 NOTICE TO ALL CONTRACTORS: Proposal #25: 4190-16-71, WISC 2016 485
Ashland Ave., De Pere & Ashwaubenon 8th Street – Lombardi Avenue STH 32 Brown County
4190-16-72, WISC 2016 486 Ashland Ave., De Pere & Ashwaubenon 8th Street – Lombardi Avenue STH 32 Brown County
Letting of December 13, 2016 This is Addendum No. 01, which provides for the following: Schedule of Items
Revised Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
205.0100 Common Excavation CY 2,446 904 3,350 208.0100 Borrow CY 321 547 868 305.0120 Base Aggregate 1 ¼-Inch TON 3,191 320 3,511 455.0605 Tack Coat GAL 8,068 67 8,135
460.4110.S Reheating HMA Pavement Longitudinal Joint LF 134,041 1,200 135,241 460.6223 HMA Pavement Lower Layer 3 MT 58-28S TON 18,995 202 19,197 460.6424 HMA Pavement Upper Layer 4 MT 58-28H TON 12,269 108 12,377 625.0500 Salvaged Topsoil SY 2,805 680 3,485 628.1504 Silt Fence LF 5,300 610 5,910 628.1520 Silt Fence Maintenance LF 5,300 610 5,910 628.2002 Erosion Mat Class I Type A SY 1,165 680 1,845 629.0210 Fertilizer Type B CWT 1.9 0.40 2.3 630.0140 Seeding Mixture No. 40 LB 50 13 63 630.0200 Seeding Temporary LB 76 18 94 637.2230 Signs Type II Reflective Type F SF 459.54 59.68 519.22 638.2602 Removing Signs Type II EACH 232 13 235 638.3000 Removing Small Sign Supports EACH 186 -1 185 690.0150 Sawing Asphalt LF 4,067 616 4,683
Plan Sheets
Revised Plan Sheets Plan
Sheet Plan Sheet Title (brief description of changes to sheet)
21 Erosion Control Plan – added erosion control for right turn lane extension 32 Permanent Signing – revised signing plan 34 Permanent Signing – revised signing plan 36 Permanent Signing – revised signing plan 38 Permanent Signing – revised signing plan 39 Permanent Signing – revised signing plan 88 Miscellaneous Quantities – revised earthwork quantities 89 Miscellaneous Quantities – revised base aggregate quantities 91 Miscellaneous Quantities – revised asphaltic material quantities 92 Miscellaneous Quantities – revised asphaltic material quantities 94 Miscellaneous Quantities – revised erosion control and landscaping quantities 105 Miscellaneous Quantities – revised permanent signing quantities 107 Miscellaneous Quantities – revised permanent signing quantities 108 Miscellaneous Quantities – revised permanent signing quantities 109 Miscellaneous Quantities – revised permanent signing quantities 110 Miscellaneous Quantities – revised permanent signing quantities 140 Miscellaneous Quantities – revised sawing quantities 331 Earthwork Data – revised earthwork data 332 Earthwork Data – revised earthwork data 333 Earthwork Data – revised earthwork data
Added Plan Sheets
Plan Sheet
Plan Sheet Title (brief description of why sheet was added)
7A Typical Sections – added typical section for lengthened right turn lane 11A STH 32 and Parkview Road Right Turn Lane – added sheet for right turn lane 251A Permanent Signing – added no train horn sign detail 334A
- 334H
Cross Sections: Added STH 32 and Parkview Road Right Turn Lane
Schedule of Items Attached, dated December 7, 2016, are the revised Schedule of Items Pages 1 – 3, 6, 7, and 13. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 21, 32, 34, 36, 38, 39, 88, 89, 91, 92, 94, 105, 107 - 110, 140, and 331 - 333 Added: 7A, 11A, 251A, and 334A – 334H
The responsibility for notifying potential subcontractors and suppliers of these changes remains with the prime contractor.
Sincerely,
Mike Coleman Proposal Development Specialist Proposal Management Section
END OF ADDENDUM
E
22
38N
B40
NB
42N
B44
NB
38SB
40SB
42SB
44SB
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
FOFO
FOFO
FOFO
FOFO
FOFO
FOFO
GG
GG
GG
GG
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GG
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+01.5724.00' RT
+01.4124.00' RT
+51.6136.66' RT
+72.6132.00' RT
150'
TA
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0'
WIS
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PRO
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SHEE
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####
####
##
4190
-16-
71ST
H 3
2BR
OW
NST
H 3
2 AN
D PA
RKVI
EW R
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RIG
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LAN
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xxxx
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xxxx
xxxx
xxxx
xxxx
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xxxx
xxxx
xxxx
xxxx
xxxx
xxxx
xxxx
xxxx
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ASH
LAN
D AV
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E
ST
H 3
2
ASH
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ENU
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ST
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ASE
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SHO
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ER
ASPH
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ESE
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PICA
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N
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22
PR
OJE
CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
2C
OU
NT
Y:
BR
OW
NM
ISC
ELL
AN
EO
US
QU
AN
TIT
IES
SH
EE
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NA
ME
: _
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__
__
__
__
__
__
__
__
__
__
__
__
__
__
PL
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: _
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AL
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1:1
33
Div
isio
nFr
om/T
o S
tati
onLo
cati
on
Com
mon
Ex
cava
tion
(1
)(it
em #
20
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00)
Sal
vage
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nusa
ble
Pav
emen
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ater
ial (
4)
Ava
ilabl
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ial
(5)
Une
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Fill
Expa
nded
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3)
Mas
s O
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(1
4)
Was
teB
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Cut
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)
EBS
Ex
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tion
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ctor
Div
isio
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1.2
5(ite
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208.
0100
)NB
Brid
ge53
+21
- 6
1+62
STH 3
213
00
013
030
037
3-2
430
243
SB
Brid
ge55
+63
- 6
3+15
STH 3
220
60
020
630
838
5-1
790
179
Out
fall
Cha
nnel
W.
Ditch
61+03
- 6
1+55
STH 3
260
060
010
012
5-1
250
125
Rem
ove
ston
e an
d m
isc
mat
eria
lsDiv
isio
n 1
Sub
tota
l39
60
6033
670
888
3-5
470
547
Div
isio
n 2
Railr
oad
NB
and
SB
77+25
- 7
9+50
STH 3
21,
342
043
390
90
090
990
90
Div
isio
n 2
Sub
tota
l1,
342
043
390
90
090
990
90
Div
isio
n 3
Left
Tur
n La
ne10
2+71
- 1
08+60
STH 3
21,
044
018
386
194
61,
182
-321
032
1Div
isio
n 3
Sub
tota
l1,
044
018
386
194
61,
182
-321
032
1
Div
isio
n 4
Righ
t Tur
n La
ne P
arkv
iew
38+01
- 4
4+01
STH 3
256
80
6250
684
105
401
401
0Div
isio
n 4
Sub
tota
l56
80
6250
684
105
401
401
0
Gra
nd T
otal
3,35
00
738
2,61
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310
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xcav
atio
n3,
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1) C
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the
sum
of t
he C
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xcav
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tem
num
ber
205.
0100
2) S
alva
ged/
Uns
uabl
e Pa
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ent
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eria
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incl
uded
in C
ut.
4) S
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sabl
e Pa
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ent
Mat
eria
l5)
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ilabl
e M
ater
ial =
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- S
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le P
avem
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Mat
eria
l13
) Ex
pand
ed F
ill. F
acto
r =
1.2
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epen
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on
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ctio
ns:
Expa
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= (
Une
xpan
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ock*
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ctor
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arsh
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xpan
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Fac
tor
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Fill
Fact
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pand
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ck F
acto
r -
Redu
ced
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sh)
* Fi
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ctor
Expa
nded
Fill
= (
Une
xpan
ded
Fill
- Ro
ck*
Rock
Fac
tor)
* F
ill Fa
ctor
14)
The
Mas
s O
rdin
ate
+ o
r -
Qty
cal
cula
ted
for
the
Div
isio
n. P
lus
quan
tity
indi
cate
s an
exc
ess
of m
ater
ial w
ithin
the
Div
isio
n. M
inus
indi
cate
s a
shor
tage
of m
ater
ial w
ithin
the
Div
isio
n.
PR
OJE
CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
2C
OU
NT
Y:
BR
OW
NM
ISC
ELL
AN
EO
US
QU
AN
TIT
IES
SH
EE
T:
EF
ILE
NA
ME
: _
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
PL
OT
DA
TE
: _
__
__
__
__
__
__
__
__
__
PL
OT
BY
: D
UM
S,
AL
EX
AN
DE
R T
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
33
305.0110
305.0120
305.0500
312.0110
BASE AGGREGATE
BASE AGGREGATE
SHAPING
SELECT CRUSHED
DENSE 3/4-INCH
DENSE 1 1/4-INCH
SHOULDERS
MATERIAL
STATION
TO
STATION
LOCATION
TON
TON
STA
TON
REMARKS
NORTHBOUND
28+97NB
-46+00NB
STH 32
54
--
34
--
BEGINNING OF PROJECT TO PARKVIEW ROAD
38+01NB
-44+01NB
STH 32
--
320
--
--
RIGHT TURN LANE EXTENSION TO PARKVIEW ROAD
46+00NB
-59+25NB
STH 32
42
--
27
--
PARKVIEW ROAD TO SOUTH EDGE OF NEW BRIDGE DECK
58+49NB
-59+55NB
STH 32
1174
--
--
SHOULDER WIDENING NB SE QUADRANT
59+25NB
-59+55NB
STH 32
126
--
--
SHOULDER WIDENING NB SW QUADRANT
60+85NB
-61+63NB
STH 32
1114
--
--
SHOULDER WIDENING NB NW QUADRANT
60+85NB
-61+42NB
STH 32
188
--
--
SHOULDER WIDENING NB NE QUADRANT
61+42NB
-78+00NB
STH 32
52
--
33
--
NORTH EDGE OF NEW BRIDGE DECK TO SOUTH RAILROAD CROSSING APPROACH
78+00NB
-79+50NB
STH 32
5200
3580
RAILROAD CROSSING
79+50
NB
-86+00NB
STH 32
20
--
13
--
NORTH RAILROAD CROSSING APPROACH TO HANSEN ROAD
90+00NB
-100+25NB
STH 32
32
--
21
--
HANSEN ROAD TO VANDERPERREN WAY
104+25NB
-118+50NB
STH 32
45
--
29
--
VANDERPERREN WAY TO PILGRIM WAY
122+50NB
-141+00NB
STH 32
58
--
37
--
PILGRIM WAY TO CORMIER ROAD
144+50NB
-174+50NB
STH 32
94
--
60
--
CORMIER ROAD TO MIKE MCCARTHY WAY
178+50
NB
-190+75NB
STH 32
39
--
25
--
MIKE MCCARTHY WAY TO LOMBARDI AVENUE
SUBTOTAL NORTHBOUND LANES
446
922
280
580
SOUTHBOUND
28+97SB
-46+00SB
STH 32
54
--
34
--
BEGINNING OF PROJECT TO PARKVIEW ROAD
46+00SB
-58+75SB
STH 32
40
--
26
--
PARKVIEW ROAD TO SOUTH EDGE OF NEW BRIDGE DECK
58+63SB
-59+55SB
STH 32
1161
--
--
SHOULDER WIDENING SB SW QUADRANT
58+75SB
-59+55SB
STH 32
278
--
--
SHOULDER WIDENING SB SE QUADRANT
60+85SB
-61+83SB
STH 32
1168
--
--
SHOULDER WIDENING SB NW QUADRANT
60+85SB
-60+95SB
STH 32
113
--
--
SHOULDER WIDENING SB NE QUADRANT
60+95SB
-77+25SB
STH 32
51
--
33
--
NORTH EDGE OF NEW BRIDGE DECK TO SOUTH RAILROAD CROSSING APPROACH
77+25SB
-78+77SB
STH 32
5200
3620
RAILROAD CROSSING
78+77SB
-86+00SB
STH 32
23
--
14
--
NORTH RAILROAD CROSSING APPROACH TO HANSEN ROAD
90+00SB
-100+25SB
STH 32
32
--
21
--
HANSEN ROAD TO VANDERPERREN WAY
104+25SB
-118+50SB
STH 32
45
--
29
--
VANDERPERREN WAY TO PILGRIM WAY
122+50SB
-141+00SB
STH 32
58
--
37
--
PILGRIM WAY TO CORMIER ROAD
144+50SB
-174+50SB
STH 32
94
--
60
--
CORMIER ROAD TO MIKE MCCARTHY WAY
178+50SB
-190+75SB
STH 32
39
--
25
--
MIKE MCCARTHY WAY TO LOMBARDI AVENUE
SUBTOTAL SOUTHBOUND LANES
446
620
280
620
LEFT TURN LANE
102+68
NB
-108+93NB
STH 32
--
1,969
--
--
LEFT TURN LANE NORTH OF VANDERPERREN WAY
892
3,511
560
1,200
TOTAL
BASE AGGREGATE DENSE
CATEGORY 0010
PR
OJE
CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
2C
OU
NT
Y:
BR
OW
NM
ISC
ELL
AN
EO
US
QU
AN
TIT
IES
SH
EE
T:
EF
ILE
NA
ME
: _
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
PL
OT
DA
TE
: _
__
__
__
__
__
__
__
__
__
PL
OT
BY
: D
UM
S,
AL
EX
AN
DE
R T
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
33
455.0605
460.5223
460.5224
460.6223
460.6424
460.4110.S
465.0105
465.0110
HMA PAVEMENT
HMA PAVEMENT
HMA PAVEMENT
HMA PAVEMENT
REHEATING HMA
ASPHALTIC
TACK
LOWER LAYER
UPPER LAYER
LOWER LAYER
UPPER LAYER
PAVEMENT
ASPHALTIC
SURFACE
COAT
3 LT 58-28S
4 LT 58-28S
3 MT 58-28S
4 MT 58-28H
LONGITUDINAL JOINT
SURFACE
PATCHING
STATION
TO
STATION
GAL
TON
TON
TON
TON
LF
TON
TON
REMARKS
NORTHBOUND
29+00NB
-46+00NB
411
164
118
896
706
6,800
--
--
BEGINNING OF PROJECT TO PARKVIEW ROAD
38+01NB
-44+01NB
68
--
--
202
109
1,200
--
--
RIGHT TURN LANE EXTENSION TO PARKVIEW ROAD
46+00NB
-59+72NB
281
185
133
539
430
5,487
--
--
PARKVIEW ROAD TO SOUTH EDGE OF NEW BRIDGE DECK
60+69NB
-78+00NB
360
232
167
698
556
6,923
--
--
N EDGE OF BRIDGE DECK TO S RAILROAD CROSSING APPROAC H
78+00NB
-79+50NB
44
36
14
108
42
600
175
--
RAILROAD CROSSING; ASPHALTIC SURFACE UNDER RAILROAD
79+50
NB
-86+00NB
144
52
38
320
252
2,600
--
--
NORTH RAILROAD CROSSING APPROACH TO HANSEN ROAD
86+00NB
-90+00NB
164
14
10
527
201
1,600
--
--
HANSEN ROAD INTERSECTION; PLACE 6" ASPHALT
90+00NB
-100+25NB
211
133
96
411
327
4,100
--
--
HANSEN ROAD TO VANDERPERREN WAY
100+25NB
-104+25NB
137
50
36
403
140
1,600
--
--
VANDERPERREN WAY INTERSECTION; PLACE 6" ASPHALT
104+25NB
-118+50NB
306
147
106
643
508
5,700
--
--
VANDERPERREN WAY TO PILGRIM WAY
118+50
NB
-122+50NB
168
11
8543
207
1,600
5--
PILGRIM WAY INTERSECTION; PLACE 6" ASPHALT
122+50NB
-141+00NB
388
234
169
767
610
7,400
--
--
PILGRIM WAY TO CORMIER ROAD
141+00NB
-144+50NB
147
64
481
185
1,400
--
--
CORMIER ROAD INTERSECTION; PLACE 6" ASPHALT
144+50NB
-174+50NB
615
390
281
1,198
955
12,000
--
--
CORMIER ROAD TO MIKE MCCARTHY WAY
174+50NB
-178+50NB
160
32
525
203
1,600
--
--
MIKE MCCARTHY WAY INTERSECTION; PLACE 6" ASPHALT
178+50
NB
-190+75NB
263
122
88
558
441
4,900
--
--
MIKE MCCARTHY WAY TO LOMBARDI AVENUE
190+75NB
-195+00NB
164
--
--
541
210
1,700
--
--
LOMBARDI AVENUE INTERSECTION/EOP; PLACE 6" ASPHALT
SUBTOTAL NORTHBOUND LANES
4,029
1,780
1,269
9,360
6,084
67,210
180
--
SOUTHBOUND
31+00SB
-46+00SB
325
156
112
684
541
6,000
--
--
BEGINNING OF PROJECT TO PARKVIEW ROAD
46+00SB
-59+72SB
282
158
114
570
453
5,487
--
--
PARKVIEW ROAD TO SOUTH EDGE OF NEW BRIDGE DECK
60+69SB
-77+25SB
374
164
118
800
632
6,623
--
--
N EDGE OF BRIDGE DECK TO S RAILROAD CROSSING APPROAC H
77+25SB
-78+77SB
45
37
15
110
43
608
175
--
RAILROAD CROSSING; ASPHALTIC SURFACE UNDER RAILROAD
78+77SB
-86+00SB
143
95
68
274
218
2,892
--
--
NORTH RAILROAD CROSSING APPROACH TO HANSEN ROAD
86+00SB
-90+00SB
164
97
532
204
1,600
--
--
HANSEN ROAD INTERSECTION; PLACE 6" ASPHALT
90+00SB
-100+25SB
219
113
82
452
358
4,100
--
--
HANSEN ROAD TO VANDERPERREN WAY
100+25SB
-104+25SB
137
96
444
170
1,600
--
--
VANDERPERREN WAY INTERSECTION; PLACE 6" ASPHALT
104+25SB
-118+50SB
312
130
93
675
533
5,700
--
--
VANDERPERREN WAY TO PILGRIM WAY
118+50SB
-122+50SB
168
75
547
211
1,600
--
--
PILGRIM WAY INTERSECTION; PLACE 6" ASPHALT
122+50SB
-141+00SB
413
148
107
918
722
7,400
--
--
PILGRIM WAY TO CORMIER ROAD
141+00SB
-144+50SB
147
54
481
185
1,400
--
--
CORMIER ROAD INTERSECTION; PLACE 6" ASPHALT
144+50SB
-174+50SB
624
314
226
1,297
1,027
12,000
--
--
CORMIER ROAD TO MIKE MCCARTHY WAY
174+50SB
-178+50SB
160
86
519
199
1,600
--
--
MIKE MCCARTHY WAY INTERSECTION; PLACE 6" ASPHALT
178+50SB
-190+75SB
248
133
96
506
402
4,900
--
--
MIKE MCCARTHY WAY TO LOMBARDI AVENUE
190+75SB
-195+80SB
202
10
7656
252
2,020
--
--
LOMBARDI AVENUE INTERSECTION/EOP; PLACE 6" ASPHALT
SUBTOTAL SOUTHBOUND LANES
3,960
1,497
1,065
9,466
6,149
65,530
175
--
ASPHALTIC MATERIALS
CATEGORY 0010
PR
OJE
CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
2C
OU
NT
Y:
BR
OW
NM
ISC
ELL
AN
EO
US
QU
AN
TIT
IES
SH
EE
T:
EF
ILE
NA
ME
: _
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
PL
OT
DA
TE
: _
__
__
__
__
__
__
__
__
__
PL
OT
BY
: D
UM
S,
AL
EX
AN
DE
R T
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
33
455.0605
460.5223
460.5224
460.6223
460.6424
460.4110.S
465.0105
465.0110
HMA PAVEMENT
HMA PAVEMENT
HMA PAVEMENT
HMA PAVEMENT
REHEATING HMA
ASPHALTIC
TACK
LOWER LAYER
UPPER LAYER
LOWER LAYER
UPPER LAYER
PAVEMENT
ASPHALTIC
SURFACE
COAT
3 LT 58-28S
4 LT 58-28S
3 MT 58-28S
4 MT 58-28H
LONGITUDINAL JOINT
SURFACE
PATCHING
STATION
TO
STATION
GAL
TON
TON
TON
TON
LF
TON
TON
REMARKS
LEFT TURN LANE
102+68
NB
-108+93NB
146
--
--
371
144
2,501
155
--
LEFT TURN LANE NORTH OF VANDERPERREN WAY
--
--
--
--
--
--
--
200
AS NEEDED; LOCATIONS TO BE DETERMINED IN FIELD
8,135
3,277
2,334
19,197
12,377
135,241
510
200
UNDISTRIBUTED
TOTAL
ASPHALTIC MATERIALS (CONTINUED)
625.0500
628.1104
628.1504
628.1520
628.2002
628.2023
628.7015
628.7504
628.7555
628.7570
SILT
EROSION MAT
EROSION MAT
INLET
TEMPORARY
CULVERT
SALVAGED
EROSION
SILT
FENCE
CLASS I
CLASS II
PROTECTION
DITCH
PIPE
ROCK
TOPSOIL
BALES
FENCE
MAINTENANCE
TYPE A
TYPE B
TYPE C
CHECKS
CHECKS
BAGS
STATION
TO
STATION
LOCATION
SY
EACH
LF
LF
SY
SY
EACH
EACH
EACH
EACH
38+01NB
-44+01NB
E DITCH
680
--
610
610
680
--
--
--
--
--
53+20NB
-59+55NB
E DITCH
620
--
640
640
--
620
--
1--
--
55+65SB
-59+60SB
W DITCH
530
--
400
400
--
530
--
1--
--
55+47NB
-59+53NB
MEDIAN
150
--
410
410
150
--
--
1--
--
58+73SB
-59+59SB
MEDIAN
50
--
100
100
50
--
--
--
--
--
59+60NB
-59+60NB
S RIVER BANK
--
--
120
120
--
--
--
--
--
--
60+85NB
-60+85NB
N RIVER BANK
--
--
120
120
--
--
--
--
--
--
60+85NB
-61+63NB
MEDIAN
100
--
90
90
100
--
--
--
--
--
60+85NB
-61+40NB
E DITCH
140
--
70
70
--
140
--
--
--
--
60+85SB
-63+15SB
W DITCH
350
--
240
240
--
350
--
1--
--
60+85SB
-63+00SB
MEDIAN
115
--
230
230
115
--
--
1--
--
77+25NB
-79+50NB
NB & SB
750
--
620
620
750
--
--
45
--
101+50NB
-108+90NB
MEDIAN
--
--
--
--
--
--
11
15
--
107+95NB
-113+15NB
E DITCH
--
--
530
530
--
--
--
--
--
--
110+40SB
-113+15SB
W DITCH
--
--
280
280
--
--
--
--
--
--
123+00NB
-130+70NB
E DITCH
--
--
800
800
--
--
--
--
--
--
125+85SB
-132+30SB
W DITCH
--
--
650
650
--
--
--
--
--
--
PROJECT
--
30
--
--
--
--
--
10
--
50
3,485
30
5,910
5,910
1,845
1,640
11
20
10
50
UNDISRIBUTED
EROSION CONTROL
TOTAL
PR
OJE
CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
2C
OU
NT
Y:
BR
OW
NM
ISC
ELL
AN
EO
US
QU
AN
TIT
IES
SH
EE
T:
EF
ILE
NA
ME
: _
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
PL
OT
DA
TE
: _
__
__
__
__
__
__
__
__
__
PL
OT
BY
: D
UM
S,
AL
EX
AN
DE
R T
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
33
629.0210
630.0140
630.0200
FERTILIZER
SEEDING
SEEDING
TYPE B
MIXTURE NO. 40
TEMPORARY
STATION
TO
STATION
LOCATION
CWT
LB
LB
REMARKS
38+01NB
-44+01NB
STH 32
0.4
12
18
PARKVIEW ROAD RIGHT TURN LANE EXTENSION
53+20NB
-59+55NB
STH 32
0.4
11
17
ASHWAUBENON CREEK NB LANES EAST DITCH
55+65SB
-59+60SB
STH 32
0.3
10
14
ASHWAUBENON CREEK SB LANES WEST DITCH
55+47NB
-59+53NB
STH 32
0.1
34
ASHWAUBENON CREEK NB LANES MEDIAN DITCH
58+73SB
-59+59SB
STH 32
0.1
12
ASHWAUBENON CREEK SB LANES MEDIAN DITCH
60+85NB
-61+63NB
STH 32
0.1
23
ASHWAUBENON CREEK NB LANES MEDIAN DITCH
60+85NB
-61+40NB
STH 32
0.1
33
ASHWAUBENON CREEK NB LANES EAST DITCH
60+85SB
-63+15SB
STH 32
0.2
69
ASHWAUBENON CREEK SB LANES WEST DITCH
60+85SB
-63+00SB
STH 32
0.1
23
ASHWAUBENON CREEK SB LANES MEDIAN DITCH
77+25NB
-79+50NB
STH 32
0.5
14
20
RAILROAD CROSSING RECONSTRUCTION NB & SB
TOTAL
2.3
63
94
LANDSCAPING
EH
WY
: ST
H 3
2C
OU
NT
Y:B
RO
WN
SH
EE
T
3
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SP
RO
JEC
T N
UM
BE
R:
4190
-16-
71
3
PLA
N S
HE
ET
PR
OD
UC
ED
BY
Wis
DO
T -
NE
RE
GIO
N
EH
WY
: ST
H 3
2C
OU
NT
Y:B
RO
WN
SH
EE
T
3
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SP
RO
JEC
T N
UM
BE
R:
4190
-16-
71
3
EH
WY
: ST
H 3
2C
OU
NT
Y:B
RO
WN
SH
EE
T
3
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SP
RO
JEC
T N
UM
BE
R:
4190
-16-
71
3
EH
WY
: ST
H 3
2C
OU
NT
Y:B
RO
WN
SH
EE
T
3
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SP
RO
JEC
T N
UM
BE
R:
4190
-16-
71
3
EH
WY
: ST
H 3
2C
OU
NT
Y:B
RO
WN
SH
EE
T
3
MIS
CE
LLA
NE
OU
S Q
UA
NT
ITIE
SP
RO
JEC
T N
UM
BE
R:
4190
-16-
71
3
PR
OJE
CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
2C
OU
NT
Y:
BR
OW
NM
ISC
ELL
AN
EO
US
QU
AN
TIT
IES
SH
EE
T:
EF
ILE
NA
ME
: _
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
PL
OT
DA
TE
: _
__
__
__
__
__
__
__
__
__
PL
OT
BY
: D
UM
S,
AL
EX
AN
DE
R T
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
33
690.0150
690.0250
SAWING
SAWING
ASPHALT
CONCRETE
STATION
TO
STATION
LOCATION
LF
LF
REMARKS
CATEGORY 0010
NORTHBOUND LANES
29+00NB
-
29+00NB
STH 32
35
--
NB SOUTH PAVING LIMITS
38+01NB
-44+01NB
STH 32
616
--
RIGHT TURN LANE EXTENSION TO PARKVIEW ROAD
44+49NB
-44+53NB
STH 32
20
5CURB AND GUTTER REMOVAL AT PARKVIEW MEDIAN
58+49NB
-59+60NB
STH 32
120
--
SAW CUT FOR SHOULDER WIDENING EAST SIDE
59+25NB
-59+60NB
STH 32
40
--
SAW CUT FOR SHOULDER WIDENING WEST SIDE
60+80NB
-61+41NB
STH 32
70
--
SAW CUT FOR SHOULDER WIDENING EAST SIDE
60+80NB
-61+63NB
STH 32
90
--
SAW CUT FOR SHOULDER WIDENING WEST SIDE
63+90NB
-64+00NB
STH 32
25
5CURB AND GUTTER REMOVAL AT BAETEN ROAD MEDIAN
76+25NB
-76+25NB
STH 32
35
--
NB SOUTH RAILROAD CROSSING APPROACH
80+21NB
-80+21NB
STH 32
35
--
NB NORTH RAILROAD CROSSING APPROACH
86+00NB
-86+00NB
STH 32
50
--
6" PAVING LIMITS S OF HANSEN ROAD
90+00NB
-90+00NB
STH 32
35
--
6" PAVING LIMITS N OF HANSEN ROAD
100+25NB
-100+25NB
STH 32
50
--
6" PAVING LIMITS S OF VANDERPERREN WAY
102+13NB
-102+20NB
STH 32
--
5CURB AND GUTTER REMOVAL AT VANDERPERREN
102+75NB
-108+95NB
STH 32
620
--
NB LANE FOR LEFT TURN LANE
102+75NB
-102+75NB
STH 32
50
--
LEFT TURN LANE SOUTH LIMITS
104+25NB
-104+25NB
STH 32
35
--
6" PAVING LIMITS N OF VANDERPERREN WAY
116+00NB
-116+00NB
STH 32
35
--
STAGE 5 LIMITS N OF TENNIS COURT
118+50NB
-118+50NB
STH 32
55
--
6" PAVING LIMITS S OF PILGRIM WAY
119+02NB
-120+05NB
STH 32
230
--
PILGRIM WAY CURB REPLACEMENT NB LEFT TURN LANE
121+17NB
-121+24NB
STH 32
45
10
MEDIAN CURB & GUTTER AND ISLAND FOR PED XING
122+50NB
-122+50NB
STH 32
35
--
6" PAVING LIMITS N OF PILGRIM WAY
141+00NB
-141+00NB
STH 32
55
--
6" PAVING LIMITS S OF CORMIER ROAD
144+50NB
-144+50NB
STH 32
35
--
6" PAVING LIMITS N OF CORMIER ROAD
174+50NB
-174+50NB
STH 32
55
--
6" PAVING LIMITS S OF MIKE MCCARTHY WAY
175+46NB
-175+61NB
STH 32
--
50
EAST LEG OF MIKE MCCARTHY WAY INTERSECTION
175+95NB
-176+15NB
STH 32
--
70
EAST LEG OF MIKE MCCARTHY WAY INTERSECTION
178+50NB
-178+50NB
STH 32
35
--
6" PAVING LIMITS N OF MIKE MCCARTHY WAY
190+75NB
-190+75NB
STH 32
57
--
6" PAVING LIMITS S OF LOMBARDI AVENUE
195+00NB
-195+00NB
STH 32
35
--
NB NORTH PAVING LIMITS
2,598
145
SAWING
SUBTOTAL NORTHBOUND LANES
690.0150
690.0250
SAWING
SAWING
ASPHALT
CONCRETE
STATION
TO
STATION
LOCATION
LF
LF
REMARKS
CATEGORY 0010
SOUTHBOUND LANES
31+00SB
-31+00SB
STH 32
35
--
SB SOUTH PAVING LIMITS
58+63SB
-59+60SB
STH 32
105
--
SAW CUT FOR SHOULDER WIDENING WEST SIDE
58+75SB
-59+60SB
STH 32
90
--
SAW CUT FOR SHOULDER WIDENING EAST SIDE
60+80SB
-60+96SB
STH 32
20
--
SAW CUT FOR SHOULDER WIDENING EAST SIDE
60+80SB
-61+83SB
STH 32
110
--
SAW CUT FOR SHOULDER WIDENING WEST SIDE
75+80SB
-75+80SB
STH 32
35
--
SB SOUTH RAILROAD CROSSING APPROACH
79+63SB
-79+63SB
STH 32
35
--
SB NORTH RAILROAD CROSSING APPROACH
86+00SB
-86+00SB
STH 32
35
--
6" PAVING LIMITS S OF HANSEN ROAD
90+00SB
-90+00SB
STH 32
55
6" PAVING LIMITS N OF HANSEN ROAD
100+25SB
-100+25SB
STH 32
35
--
6" PAVING LIMITS S OF VANDERPERREN WAY
104+25SB
-104+25SB
STH 32
55
6" PAVING LIMITS N OF VANDERPERREN WAY
102+75SB
-108+95SB
STH 32
620
--
SB LANE FOR LEFT TURN LANE
106+60SB
-108+10SB
STH 32
150
--
ACCESS DRIVE TO FRONTAGE ROAD
116+00SB
-116+00SB
STH 32
35
--
STAGE 5 LIMITS N OF TENNIS COURT
118+50SB
-118+50SB
STH 32
35
6" PAVING LIMITS S OF PILGRIM WAY
122+50SB
-122+50SB
STH 32
50
--
6" PAVING LIMITS N OF PILGRIM WAY
141+00SB
-141+00SB
STH 32
35
6" PAVING LIMITS S OF CORMIER ROAD
144+50SB
-144+50SB
STH 32
50
--
6" PAVING LIMITS N OF CORMIER ROAD
174+50SB
-174+50SB
STH 32
35
6" PAVING LIMITS S OF MIKE MCCARTHY WAY
178+50SB
-178+50SB
STH 32
50
--
6" PAVING LIMITS N OF MIKE MCCARTHY WAY
190+75SB
-190+75SB
STH 32
35
6" PAVING LIMITS S OF LOMBARDI AVENUE
195+80SB
-195+80SB
STH 32
50
--
SB NORTH PAVING LIMITS
1,755
0
SIDE ROADS
10+35 PAR
-10+35 PAR
PARKVIEW ROAD
35
--
WEST LEG OF INTERSECTION PAVING LIMITS
12+75PAR
-12+75PAR
PARKVIEW ROAD
30
--
EAST LEG OF PAVING LIMITS TO W. TIMBER
21+05 BAE
-21+05 BAE
BAETEN ROAD
50
--
WEST LEG OF INTERSECTION PAVING LIMITS
51+27 TEN
-51+27 TEN
TENNIS COURT
130
--
WEST LEG OF INTERSECTION PAVING LIMITS
70+89 WIL
-70+89 WIL
WILLARD DRIVE
40
--
WEST LEG OF INTERSECTION PAVING LIMITS
87+73 MOR
-87+73 MOR
MORRIS AVENUE
45
--
WEST LEG OF INTERSECTION PAVING LIMITS
40+52 VAN
-41+25 VAN
VANDERPERREN ROAD
--
410
WEST LEG OF INTERSECTION
80+40 COR
-81+25 COR
CORMIER ROAD
--
360
WEST LEG OF INTERSECTION
330
770
4,683
915
SAWING (CONTINUED)
SUBTOTAL SOUTHBOUND LANES
SUBTOTAL SIDE ROADS
TOTAL
PR
OJE
CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
2C
OU
NT
Y:
BR
OW
NE
AR
TH
WO
RK
DA
TA
SH
EE
T:
EF
ILE
NA
ME
: _
__
__
__
__
__
__
__
__
__
__
__
__
__
__
__
PL
OT
DA
TE
: _
__
__
__
__
__
__
__
__
__
PL
OT
BY
: D
UM
S,
AL
EX
AN
DE
R T
PL
OT
NA
ME
: _
__
__
__
__
__
__
__
PL
OT
SC
AL
E :
1:1
99
Cu
tS
alv
ag
ed
/U
nu
sab
leF
illC
ut
Sa
lva
ge
d/
Un
usa
ble
Fill
Cu
tS
alv
ag
ed
/U
nu
sab
leE
xp
an
de
d F
illM
ass
Ord
ina
teS
TATI
ON
Pa
ve
me
nt
Ma
teri
al
Pa
ve
me
nt
Ma
teri
al
Pa
ve
me
nt
Ma
teri
al
1.25
53+21
.13
0.00
00.
000
00
00
00.
0053
+25
0.00
00.
010
00
00
00.
0053
+50
0.00
00.
000
00
00
00.
0053
+75
0.00
00.
050
00
00
0-0
.03
54+00
0.00
01.
560
01
00
1-0
.96
54+25
0.00
00.
090
01
00
2-1
.92
54+39
.68
0.00
03.
380
01
00
3-3
.10
54+50
0.00
02.
600
01
00
5-4
.53
54+65
0.00
00.
110
01
00
5-5
.47
54+75
0.00
00.
080
00
00
6-5
.52
54+90
0.00
00.
030
00
00
6-5
.55
55+00
0.00
00.
090
00
00
6-5
.58
55+25
0.00
00.
440
00
00
6-5
.88
55+47
.62
0.00
00.
000
00
00
6-5
.88
55+50
0.00
00.
000
00
00
6-6
.14
55+75
0.00
00.
000
00
00
6-6
.14
56+00
0.00
00.
010
00
00
6-6
.14
56+25
0.00
00.
000
00
00
6-6
.14
56+50
0.00
00.
000
00
00
6-6
.14
56+66
.06
0.00
00.
420
00
00
6-6
.14
56+75
0.00
00.
000
00
00
6-6
.14
57+00
0.00
00.
170
00
00
6-6
.24
57+25
0.00
02.
510
01
00
8-7
.79
57+50
0.00
05.
390
04
00
12-1
2.29
57+75
0.00
06.
090
05
00
19-1
8.56
58+00
0.00
08.
740
06
00
27-2
6.54
58+25
0.00
010
.39
00
90
038
-37.
7958
+50
24.8
70
10.1
513
010
130
50-3
6.95
58+75
22.9
80
19.4
822
014
350
68-3
2.29
59+00
19.4
30
39.8
620
027
550
102
-46.
4059
+25
34.1
40
68.2
916
050
710
164
-92.
7459
+50
31.4
10
106.
2914
081
850
265
-179
.80
59+55
29.9
90
123.
793
022
880
293
-204
.54
60+85
.92
19.1
60
100.
950
00
880
293
-204
.54
61+00
19.2
50
48.1
810
039
980
341
-243
.16
61+25
20.4
80
3.56
180
2411
60
371
-255
.10
61+50
5.89
00.
0012
02
128
037
3-2
45.1
661
+62
3.83
00.
002
00
130
037
3-2
43.1
6
NB
Ashw
aube
non
Cre
ek B
ridg
eIn
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me
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Y)
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CY
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PR
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CT
NO
: 41
90-1
6-71
HW
Y:
ST
H 3
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NT
Y:
BR
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NE
AR
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TA
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AL
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1:1
99
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tS
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nu
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ve
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teri
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00
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04
00
25-2
4.58
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43.9
80
6.76
300
530
031
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+00
41.6
70
12.3
238
09
680
4226
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59+25
36.9
80
35.9
236
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104
070
34.4
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29.6
40
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331
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135
014
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4-6
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17.7
40
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035
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03.4
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20.1
80
34.8
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162
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49.2
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23.1
10
17.4
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024
182
034
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59.5
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27.9
70
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356
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62+00
0.00
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206
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206
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206
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07
206
038
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0.00
05.
280
04
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5-1
78.9
0
SB A
shw
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non
Cre
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cre
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PR
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CT
NO
: 41
90-1
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HW
Y:
ST
H 3
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NT
Y:
BR
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1.25
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00
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77+35
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19.8
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53.7
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23.8
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348
020
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8.80
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10.3
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40
215.
7478
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236
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397
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8.86
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50
281.
1678
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245.
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0.00
126
280
572
193
037
9.13
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249.
7852
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229
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0.18
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25.8
920
445
01,
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285
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9.75
78+75
112.
7052
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1.57
124
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289
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7.76
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2.20
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115.
4452
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23.5
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1,12
233
70
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5852
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22.2
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0.00
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1,34
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30
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54
Rai
lroa
d C
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ing
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and
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RE
A (
SF
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cre
me
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l (C
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3.97
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230
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330
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1125
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330
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223.
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620
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1.84
42+
2528
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2126
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382
2597
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28.3
96
1.81
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28.6
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103
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28.8
76
0.54
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28.9
66
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28.8
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275
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402.
08
Rig
ht T
urn
Lane
Par
kvie
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RE
A (
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l (C
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ad
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CY
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38+2
5
600
610
600
610
010
2030
4050
6070
0-1
0
606.99
25.98
607.03
24.00
606.69
40.92606.74
41.09606.74
41.09
2.0%
3.5:
1
38+5
0
600
610
600
610
010
2030
4050
6070
0-1
0
606.88
28.09
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24.00
606.6241.08
606.64
41.12606.64
41.12
2.0%
3.5:
1
38+7
5
600
610
600
610
010
2030
4050
6070
0-1
0
606.74
30.19
606.8724.00
606.52
41.24
604.03
49.98604.03
49.98
2.0%
3.5:
1
SAN
SAN
SAN
GASGASGAS
WIS
DOT/
CADD
S SH
EET
49EH
WY:
COU
NTY
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S\C3
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9016
00\D
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N\C
ORR
IDO
RS\P
ARKV
IEW
RT
LAN
E EX
TEN
SIO
N.D
WG
FILE
NAM
E :
11/2
3/20
16 9
:18
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
R T
9
PRO
JECT
NO
:PL
OT
NAM
E :
9
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SS S
ECTI
ON
S:SH
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PLO
T SC
ALE
:
STH
32
AND
PARK
VIEW
RO
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IGH
T TU
RN L
ANE
PLO
T SC
ALE
:
10 F
T
10 F
T
4190
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71ST
H 3
2BR
OW
N
LAYO
UT
NAM
E - S
ectio
n Sh
eet -
(1)
1 IN
:10
FT H
ORZ
. / 1
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0 FT
VER
T.
39+0
0
600
610
600
610
010
2030
4050
6070
0-1
0
606.59
32.30
606.75
24.00
606.38
42.61
603.38
53.12603.38
53.12
2.0%
3.5:
1
39+2
5
600
610
600
610
010
2030
4050
6070
0-1
0
606.42
34.41
606.63
24.00
606.22
44.72
602.95
56.17602.95
56.17
2.0%
3.5:
1
39+5
0
600
610
600
610
010
2030
4050
6070
0-1
0
606.2836.52
606.54
24.00
606.08
46.83
602.46
59.49602.46
59.49
2.0%
3.5:
1
SAN
SAN
SAN
GASGASGAS
WIS
DOT/
CADD
S SH
EET
49EH
WY:
COU
NTY
:N
:\PD
S\C3
D\41
9016
00\D
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N\C
ORR
IDO
RS\P
ARKV
IEW
RT
LAN
E EX
TEN
SIO
N.D
WG
FILE
NAM
E :
11/2
3/20
16 9
:18
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
R T
9
PRO
JECT
NO
:PL
OT
NAM
E :
9
CRO
SS S
ECTI
ON
S:SH
EET
PLO
T SC
ALE
:PL
OT
SCAL
E :
10 F
T
10 F
T
LAYO
UT
NAM
E - S
ectio
n Sh
eet -
(2)
1 IN
:10
FT H
ORZ
. / 1
IN:1
0 FT
VER
T.
STH
32
AND
PARK
VIEW
RO
AD R
IGH
T TU
RN L
ANE
4190
-16-
71ST
H 3
2BR
OW
N
39+7
5
600
610
600
610
010
2030
4050
6070
0-1
0
606.20
36.62
606.46
24.00
606.00
46.92
602.60
58.83
602.60
58.83
2.0%
3.5:
1
40+0
0
600
610
600
610
010
2030
4050
6070
0-1
0
605.96
36.59
606.21
24.00
605.75
46.89
602.87
56.95602.87
56.95
2.0%
3.5:
1
40+2
5
600
610
600
610
010
2030
4050
6070
0-1
0
605.89
36.55
606.14
24.00
605.69
46.85
602.61
57.61602.61
57.61
2.0%
3.5:
1
SANSANSAN
GASGASGAS
WIS
DOT/
CADD
S SH
EET
49EH
WY:
COU
NTY
:N
:\PD
S\C3
D\41
9016
00\D
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N\C
ORR
IDO
RS\P
ARKV
IEW
RT
LAN
E EX
TEN
SIO
N.D
WG
FILE
NAM
E :
11/2
3/20
16 9
:18
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
R T
9
PRO
JECT
NO
:PL
OT
NAM
E :
9
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SS S
ECTI
ON
S:SH
EET
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T SC
ALE
:PL
OT
SCAL
E :
10 F
T
10 F
T
LAYO
UT
NAM
E - S
ectio
n Sh
eet -
(3)
1 IN
:10
FT H
ORZ
. / 1
IN:1
0 FT
VER
T.
STH
32
AND
PARK
VIEW
RO
AD R
IGH
T TU
RN L
ANE
4190
-16-
71ST
H 3
2BR
OW
N
40+5
0
600
610
600
610
010
2030
4050
6070
0-1
0
606.01
36.51
606.26
24.00
605.80
46.81
602.90
56.95602.90
56.95
2.0%
3.5:
1
40+7
5
600
610
600
610
010
2030
4050
6070
0-1
0
606.01
36.48
606.26
24.00
605.80
46.78
603.6754.25
603.6754.25
2.0%
3.5:
1
41+0
0
600
610
600
610
010
2030
4050
6070
0-1
0
606.03
36.44
606.28
24.00
605.83
46.74
604.62
50.95604.62
50.95
2.0%
3.5:
1
SANSANSAN
GASGASGAS
WIS
DOT/
CADD
S SH
EET
49EH
WY:
COU
NTY
:N
:\PD
S\C3
D\41
9016
00\D
ESIG
N\C
ORR
IDO
RS\P
ARKV
IEW
RT
LAN
E EX
TEN
SIO
N.D
WG
FILE
NAM
E :
11/2
3/20
16 9
:18
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
R T
9
PRO
JECT
NO
:PL
OT
NAM
E :
9
CRO
SS S
ECTI
ON
S:SH
EET
PLO
T SC
ALE
:PL
OT
SCAL
E :
10 F
T
10 F
T
LAYO
UT
NAM
E - S
ectio
n Sh
eet -
(4)
1 IN
:10
FT H
ORZ
. / 1
IN:1
0 FT
VER
T.
STH
32
AND
PARK
VIEW
RO
AD R
IGH
T TU
RN L
ANE
4190
-16-
71ST
H 3
2BR
OW
N
41+2
5
600
610
600
610
010
2030
4050
6070
0-1
0
606.0338.40
606.32
24.00
606.01
39.40
606.0338.40
605.49
48.16605.49
48.16
2.0%
4.0%
3.5:
1
41+5
0
600
610
600
610
010
2030
4050
6070
0-1
0
605.98
38.37
606.27
24.00
605.96
39.37
605.98
38.37
606.01
46.12606.01
46.12
2.0%
4.0%
3.5:
1
41+7
5
600
610
600
610
010
2030
4050
6070
0-1
0
605.90
38.33
606.19
24.00
605.88
39.33
605.90
38.33
606.19
45.17606.19
45.17
2.0%
4.0%
3.5:
1 SANSANSAN
GASGASGAS
WIS
DOT/
CADD
S SH
EET
49EH
WY:
COU
NTY
:N
:\PD
S\C3
D\41
9016
00\D
ESIG
N\C
ORR
IDO
RS\P
ARKV
IEW
RT
LAN
E EX
TEN
SIO
N.D
WG
FILE
NAM
E :
11/2
3/20
16 9
:18
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
R T
9
PRO
JECT
NO
:PL
OT
NAM
E :
9
CRO
SS S
ECTI
ON
S:SH
EET
PLO
T SC
ALE
:PL
OT
SCAL
E :
10 F
T
10 F
T
LAYO
UT
NAM
E - S
ectio
n Sh
eet -
(5)
1 IN
:10
FT H
ORZ
. / 1
IN:1
0 FT
VER
T.
STH
32
AND
PARK
VIEW
RO
AD R
IGH
T TU
RN L
ANE
4190
-16-
71ST
H 3
2BR
OW
N
42+0
0
600
610
600
610
010
2030
4050
6070
0-1
0
605.86
38.29
606.15
24.00
605.84
39.29
605.86
38.29
606.11
45.29606.11
45.29
2.0%
4.0%
3.5:
1
42+2
5
600
610
600
610
010
2030
4050
6070
0-1
0
605.83
38.26
606.11
24.00
605.81
39.26
605.83
38.26
606.16
44.95606.16
44.952.
0%4.
0%3.
5:1
42+5
0
600
610
600
610
010
2030
4050
6070
0-1
0
605.80
38.22
606.09
24.00
605.78
39.22
605.80
38.22
606.30
44.35
606.30
44.35
2.0%
4.0%
3.5:
1
SANSA
NSAN
GAS
GAS
GAS
WIS
DOT/
CADD
S SH
EET
49EH
WY:
COU
NTY
:N
:\PD
S\C3
D\41
9016
00\D
ESIG
N\C
ORR
IDO
RS\P
ARKV
IEW
RT
LAN
E EX
TEN
SIO
N.D
WG
FILE
NAM
E :
11/2
3/20
16 9
:18
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
R T
9
PRO
JECT
NO
:PL
OT
NAM
E :
9
CRO
SS S
ECTI
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S:SH
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:PL
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SCAL
E :
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T
10 F
T
LAYO
UT
NAM
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(6)
1 IN
:10
FT H
ORZ
. / 1
IN:1
0 FT
VER
T.
STH
32
AND
PARK
VIEW
RO
AD R
IGH
T TU
RN L
ANE
4190
-16-
71ST
H 3
2BR
OW
N
42+7
5
600
610
600
610
010
2030
4050
6070
0-1
0
605.78
38.18
606.06
24.00
605.76
39.18
605.78
38.18
606.43
43.79606.43
43.79
2.0%
4.0%
3.5:
1
43+0
0
600
610
600
610
010
2030
4050
6070
0-1
0
605.75
38.15
606.04
24.00
605.73
39.15605.75
38.15
606.66
42.84606.66
42.842.
0%4.
0%3.
5:1
43+2
5
600
610
600
610
010
2030
4050
6070
0-1
0
605.72
38.11
606.00
24.00
605.70
39.11
605.72
38.11
606.93
41.75606.93
41.75
2.0%
4.0%
3.5:
1
SANSA
NSAN
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GAS
GAS
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S SH
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49EH
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:\PD
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9016
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ARKV
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RT
LAN
E EX
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NAM
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11/2
3/20
16 9
:18
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
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9
PRO
JECT
NO
:PL
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NAM
E :
9
CRO
SS S
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:PL
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SCAL
E :
10 F
T
10 F
T
LAYO
UT
NAM
E - S
ectio
n Sh
eet -
(7)
1 IN
:10
FT H
ORZ
. / 1
IN:1
0 FT
VER
T.
STH
32
AND
PARK
VIEW
RO
AD R
IGH
T TU
RN L
ANE
4190
-16-
71ST
H 3
2BR
OW
N
43+5
0
600
610
600
610
010
2030
4050
6070
0-1
0
605.70
38.08
605.9824.00
605.68
39.08
605.70
38.08
607.17
40.77
607.17
40.77
2.0%
4.0%
3.5:
1
43+7
5
600
610
600
610
010
2030
4050
6070
0-1
0
605.68
38.04
605.96
24.00
605.66
39.04
605.68
38.04
607.29
40.28607.29
40.28
2.0%
4.0%3
.5:1
44+0
0
600
610
600
610
010
2030
4050
6070
0-1
0
605.64
38.58
605.93
24.00
605.63
39.00605.64
38.58607.42
39.71607.42
39.71
2.0%
4.0%3.
5:1
GAS
GAS
GAS
WIS
DOT/
CADD
S SH
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WY:
COU
NTY
:N
:\PD
S\C3
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9016
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N\C
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IDO
RS\P
ARKV
IEW
RT
LAN
E EX
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N.D
WG
FILE
NAM
E :
11/2
3/20
16 9
:19
AMPL
OT
DATE
:PL
OT
BY :
DUM
S, A
LEXA
NDE
R T
9
PRO
JECT
NO
:PL
OT
NAM
E :
9
CRO
SS S
ECTI
ON
S:SH
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PLO
T SC
ALE
:PL
OT
SCAL
E :
10 F
T
10 F
T
LAYO
UT
NAM
E - S
ectio
n Sh
eet -
(8)
1 IN
:10
FT H
ORZ
. / 1
IN:1
0 FT
VER
T.
STH
32
AND
PARK
VIEW
RO
AD R
IGH
T TU
RN L
ANE
4190
-16-
71ST
H 3
2BR
OW
N
Wisconsin Department of Transportation 12/07/2016 10:40:26
Proposal ID: 20161213025 Project(s): 4190-16-71, 4190-16-72
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0010 203.0100Removing Small Pipe Culverts EACH
3.000_________._____ _________._____
0020 203.0200Removing Old Structure (station) 01.STA 129+53
LUMP SUM _________._____LS
0030 203.0600.SRemoving Old Structure Over WaterwayWith Minimal Debris (station) 01. STA60+25 NB
LUMP SUM _________._____LS
0040 203.0600.SRemoving Old Structure Over WaterwayWith Minimal Debris (station) 01. STA60+25 SB
LUMP SUM _________._____LS
0050 204.0100Removing Pavement SY
952.000_________._____ _________._____
0060 204.0115Removing Asphaltic Surface Butt Joints SY
361.000_________._____ _________._____
0070 204.0120Removing Asphaltic Surface Milling SY
144,770.000_________._____ _________._____
0080 204.0150Removing Curb & Gutter LF
175.000_________._____ _________._____
0090 204.0195Removing Concrete Bases EACH
19.000_________._____ _________._____
0100 204.0220Removing Inlets EACH
1.000_________._____ _________._____
0110 205.0100Excavation Common CY
3,350.000_________._____ _________._____
0120 206.1000Excavation for Structures Bridges(structure) 01. B-5-408
LUMP SUM _________._____LS
0130 206.1000Excavation for Structures Bridges(structure) 01. B-5-409
LUMP SUM _________._____LS
0140 206.2000Excavation for Structures Culverts(structure) 01. B-5-35
LUMP SUM _________._____LS
0150 206.5000Cofferdams (structure) 01. B-5-35 LUMP SUM _________._____LS
Proposal Schedule of Items Page 1 of 15
Wisconsin Department of Transportation 12/07/2016 10:40:26
Proposal ID: 20161213025 Project(s): 4190-16-71, 4190-16-72
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0160 208.0100Borrow CY
868.000_________._____ _________._____
0170 210.1500Backfill Structure Type A TON
1,600.000_________._____ _________._____
0180 210.2500Backfill Structure Type B TON
820.000_________._____ _________._____
0190 213.0100Finishing Roadway (project) 01. 4190-16-71
EACH1.000
_________._____ _________._____
0200 305.0110Base Aggregate Dense 3/4-Inch TON
892.000_________._____ _________._____
0210 305.0120Base Aggregate Dense 1 1/4-Inch TON
3,511.000_________._____ _________._____
0220 305.0500Shaping Shoulders STA
560.000_________._____ _________._____
0230 312.0110Select Crushed Material TON
1,200.000_________._____ _________._____
0240 415.0120Concrete Pavement 12-Inch SY
108.000_________._____ _________._____
0250 415.0410Concrete Pavement Approach Slab SY
160.000_________._____ _________._____
0260 416.0610Drilled Tie Bars EACH
307.000_________._____ _________._____
0270 416.0620Drilled Dowel Bars EACH
97.000_________._____ _________._____
0280 416.1715Concrete Pavement Repair SHES SY
42.000_________._____ _________._____
0290 416.1725Concrete Pavement Replacement SHES SY
910.000_________._____ _________._____
1.000000300 440.4410
Incentive IRI Ride DOL25,280.000
25,280.00
0310 455.0605Tack Coat GAL
8,135.000_________._____ _________._____
1.000000320 460.2000
Incentive Density HMA Pavement DOL32,620.000
32,620.00
Proposal Schedule of Items Page 2 of 15
Wisconsin Department of Transportation 12/07/2016 10:40:26
Proposal ID: 20161213025 Project(s): 4190-16-71, 4190-16-72
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
1.000000330 460.2010
Incentive Air Voids HMA Pavement DOL28,170.000
28,170.00
0340 460.4110.SReheating HMA Pavement LongitudinalJoints
LF135,241.000
_________._____ _________._____
0350 460.5223HMA Pavement 3 LT 58-28 S TON
3,277.000_________._____ _________._____
0360 460.5224HMA Pavement 4 LT 58-28 S TON
2,334.000_________._____ _________._____
0370 460.6223HMA Pavement 3 MT 58-28 S TON
19,197.000_________._____ _________._____
0380 460.6424HMA Pavement 4 MT 58-28 H TON
12,377.000_________._____ _________._____
0390 465.0105Asphaltic Surface TON
510.000_________._____ _________._____
0400 465.0110Asphaltic Surface Patching TON
200.000_________._____ _________._____
0410 502.0100Concrete Masonry Bridges CY
594.000_________._____ _________._____
0420 502.3200Protective Surface Treatment SY
896.000_________._____ _________._____
0430 502.3210Pigmented Surface Sealer SY
218.000_________._____ _________._____
0440 503.0146Prestressed Girder Type I 45W-Inch LF
960.000_________._____ _________._____
0450 504.0100Concrete Masonry Culverts CY
48.000_________._____ _________._____
0460 505.0400Bar Steel Reinforcement HS Structures LB
12,250.000_________._____ _________._____
0470 505.0600Bar Steel Reinforcement HS CoatedStructures
LB74,780.000
_________._____ _________._____
0480 506.2605Bearing Pads Elastomeric Non-Laminated
EACH20.000
_________._____ _________._____
Proposal Schedule of Items Page 3 of 15
Wisconsin Department of Transportation 12/07/2016 10:40:26
Proposal ID: 20161213025 Project(s): 4190-16-71, 4190-16-72
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0800 614.0905Crash Cushions Temporary EACH
1.000_________._____ _________._____
0810 614.0920Salvaged Rail LF
4,153.000_________._____ _________._____
0820 614.2300MGS Guardrail 3 LF
2,813.000_________._____ _________._____
0830 614.2500MGS Thrie Beam Transition LF
200.000_________._____ _________._____
0840 614.2610MGS Guardrail Terminal EAT EACH
8.000_________._____ _________._____
0850 614.2620MGS Guardrail Terminal Type 2 EACH
5.000_________._____ _________._____
0860 619.1000Mobilization EACH
1.000_________._____ _________._____
0870 620.0300Concrete Median Sloped Nose SF
150.000_________._____ _________._____
0880 624.0100Water MGAL
63.000_________._____ _________._____
0890 625.0500Salvaged Topsoil SY
3,485.000_________._____ _________._____
0900 628.1104Erosion Bales EACH
30.000_________._____ _________._____
0910 628.1504Silt Fence LF
5,910.000_________._____ _________._____
0920 628.1520Silt Fence Maintenance LF
5,910.000_________._____ _________._____
0930 628.1905Mobilizations Erosion Control EACH
6.000_________._____ _________._____
0940 628.1910Mobilizations Emergency Erosion Control EACH
3.000_________._____ _________._____
0950 628.2002Erosion Mat Class I Type A SY
1,845.000_________._____ _________._____
0960 628.2023Erosion Mat Class II Type B SY
1,640.000_________._____ _________._____
Proposal Schedule of Items Page 6 of 15
Wisconsin Department of Transportation 12/07/2016 10:40:26
Proposal ID: 20161213025 Project(s): 4190-16-71, 4190-16-72
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0970 628.7015Inlet Protection Type C EACH
11.000_________._____ _________._____
0980 628.7504Temporary Ditch Checks LF
20.000_________._____ _________._____
0990 628.7555Culvert Pipe Checks EACH
10.000_________._____ _________._____
1000 628.7570Rock Bags EACH
50.000_________._____ _________._____
1010 629.0210Fertilizer Type B CWT
2.300_________._____ _________._____
1020 630.0140Seeding Mixture No. 40 LB
63.000_________._____ _________._____
1030 630.0200Seeding Temporary LB
94.000_________._____ _________._____
1040 633.5200Markers Culvert End EACH
23.000_________._____ _________._____
1050 634.0612Posts Wood 4x6-Inch X 12-FT EACH
44.000_________._____ _________._____
1060 634.0614Posts Wood 4x6-Inch X 14-FT EACH
70.000_________._____ _________._____
1070 634.0616Posts Wood 4x6-Inch X 16-FT EACH
28.000_________._____ _________._____
1080 634.0618Posts Wood 4x6-Inch X 18-FT EACH
46.000_________._____ _________._____
1090 637.2210Signs Type II Reflective H SF
1,984.210_________._____ _________._____
1100 637.2215Signs Type II Reflective H Folding SF
298.400_________._____ _________._____
1110 637.2230Signs Type II Reflective F SF
519.220_________._____ _________._____
1120 638.2602Removing Signs Type II EACH
235.000_________._____ _________._____
1130 638.3000Removing Small Sign Supports EACH
185.000_________._____ _________._____
Proposal Schedule of Items Page 7 of 15
Wisconsin Department of Transportation 12/07/2016 10:40:26
Proposal ID: 20161213025 Project(s): 4190-16-71, 4190-16-72
0001 Contract ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
1930 658.0610Led Modules 12-Inch Green Ball EACH
40.000_________._____ _________._____
1940 658.0615Led Modules 12-Inch Red Arrow EACH
29.000_________._____ _________._____
1950 658.0620Led Modules 12-Inch Yellow Arrow EACH
62.000_________._____ _________._____
1960 658.0625Led Modules 12-Inch Green Arrow EACH
33.000_________._____ _________._____
1970 658.0635Led Modules Pedestrian CountdownTimer 16-Inch
EACH1.000
_________._____ _________._____
1980 658.5069Signal Mounting Hardware (location) 01.STH 32 and Lombardi Avenue
LUMP SUM _________._____LS
1990 658.5069Signal Mounting Hardware (location) 02.STH 32 and Potts Avenue
LUMP SUM _________._____LS
2000 658.5069Signal Mounting Hardware (location) 03.STH 32 and Cormier Road
LUMP SUM _________._____LS
2010 658.5069Signal Mounting Hardware (location) 04.STH 32 and Pilgrim Way
LUMP SUM _________._____LS
2020 658.5069Signal Mounting Hardware (location) 05.STH 32 and Vanderperren Way
LUMP SUM _________._____LS
2030 658.5069Signal Mounting Hardware (location) 06.STH 32 and Hansen Road
LUMP SUM _________._____LS
2040 659.1120Luminaires Utility LED B EACH
12.000_________._____ _________._____
2050 690.0150Sawing Asphalt LF
4,683.000_________._____ _________._____
2060 690.0250Sawing Concrete LF
915.000_________._____ _________._____
1.000002070 715.0415
Incentive Strength Concrete Pavement DOL500.000
500.00
Proposal Schedule of Items Page 13 of 15
