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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
January 4, 2018
NOTICE TO ALL CONTRACTORS: Proposal #03: 1661-05-76, WISC 2018 035
Marquette Rd, Prairie du Chien La Pointe St to Mooney St STH 35 Crawford County
1661-05-86 Marquette Rd, Prairie du Chien La Pointe St to Mooney St STH 35 Crawford County
Letting of January 9, 2018 This is Addendum No. 02, which provides for the following: Special Provisions:
Revised Special Provisions Article
No. Description
3 Prosecution and Progress 4 Traffic
Added Special Provisions
Article No.
Description
40 Flashing Beacon System, STH 35 and Campion Blvd, Item SPV.0105.05; Flashing Beacon System, STH 35 and Wells Street, Item SPV.0105.06.
Schedule of Items:
Added Bid Item Quantities
Bid Item Item Description Unit Old
Quantity Revised Quantity
Proposal Total
SPV.0105.05 Flashing Beacon System, STH 35 and Campion Blvd
LS 0 1 1
SPV.0105.06 Flashing Beacon System, STH 35 and Wells Street LS 0 1 1
Plan Sheets:
Revised Plan Sheets
Plan Sheet
Plan Sheet Title (brief description of changes to sheet)
119 Community Sensitive Design (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
121 Community Sensitive Design (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
123 Community Sensitive Design (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system detail, add Flashing Beacon system detail)
130 Permanent Signing plan (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
134 Permanent Signing plan (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
204 Miscellaneous Quantities (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
205 Miscellaneous Quantities (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
206 Miscellaneous Quantities (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
213 Miscellaneous Quantities (add table for Flashing Beacon System item, SPV.0105.01 and SPV.0105.02)
241 Plan and Profile (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
245 Plan and Profile (delete reference to Rectangular Rapid Flashing Beacon (RRFB) system, change to Flashing Beacon system)
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
ADDENDUM NO. 02
1661-05-76 & 1661-05-86
January 4, 2018
Special Provisions 3. Prosecution and Progress. Replace paragraphs 7, 8, and 9 with the following:
At the beginning of Stage 2B operations, close STH 35/Parrish Street to through traffic for a maximum of 19 calendar days. Do not reopen until completing the following work: All underground work and a final paved surface suitable for traffic. If the contractor fails to complete the work necessary to reopen STH 35/ Parrish Street to traffic within 19 calendar days, the department will assess the contractor $4,500 in interim liquidated damages for each calendar day the contract work remains incomplete beyond 19 calendar days. An entire calendar day will be charged for any period of time within a calendar day that the road remains closed beyond 12:01 AM. If contract time expires prior to completing all work specified in the contract, additional liquidated damages will be affixed according to standard spec 108.11.
4. Traffic. Replace entire section titled Stage 2B with the following:
Stage 2B A full closure of the Parrish Street intersection will be allowed for up to 15 working days, carrying over through two full weekends only.
40. Flashing Beacon System, STH 35 and Campion Blvd, Item SPV.0105.05; Flashing Beacon
System, STH 35 and Wells Street, Item SPV.0105.06.
A Description This work shall consist of furnishing and installing a solar powered flashing beacon system consisting of multiple assemblies as described herein and as shown in the plans. Each assembly shall be solar powered and pedestrian activated. The assemblies shall be wirelessly controlled and multiple units shall be synchronized. B Materials Furnish a complete Flashing Beacon system with multiple assemblies. Each assembly may consist of, but is not limited to, light indications, wireless communication equipment, solar power equipment, and electrical components (wiring, solid-state circuit boards, etc). The Flashing Beacon units and their mountings shall comply with the provisions of Chapter 4D and Chapter 4L of the MUTCD. Light Indications: The signal faces shall have a black colored door and visor with a yellow housing body containing a 12 inch Yellow LED type lens/lamp. The signal face shall be mounted with two polycarbonate mounting brackets to the pole and base at the location shown on the plan detail.
A single indication shall be installed on an assembly facing in the direction of approaching pedestrian traffic to serve as a confirmation for the pedestrian that the system has been activated. Beacons shall be flashed at a rate of not less than 50 or more than 60 times per minute. The illuminated period of each flash shall be a minimum of ½ and a maximum of 2/3 of the total cycle. A beacon shall not be included within the border of a sign and be located above the WII-2 sign as shown on the plan detail. The light intensity of the indications shall meet the minimum specifications of the Society of Automotive Engineers (SAE) standard J595 (Directional Flashing Optical Warning Devices for Authorized Emergency, Maintenance, and Service Vehicles) dated January 2005. Contractor shall furnish a Certificate of Compliance for this standard. Specifically, the certificate should state that the indications: “Meet photometry of jurisdictional compliance standard(s) identical to: 2 J595 Class 2 Nov08 Yellow Peak Cd and 2 J595 Class 3 Nov08 Yellow Cds/Min. Signs:
Signage shall include: a. W11-2 b. W16-7 c. R-10-25
The assemblies must be constructed to allow the appropriate space for the installation of the signs in the field. Control Circuit: The control circuit shall have the capability of independently flashing up to two independent outputs. The LED light outputs and flash pattern shall be completely programmable. When activated, the Flashing Beacon shall operate for a predetermined interval based on MUTCD procedures for timing of pedestrian clearance times for pedestrian signals. Coordinate with the department for this interval. To prevent continuous activation of the flashing beacon and to allow vehicular queue clearance, the flashing beacon shall be programmed to prevent activation within 30 seconds of the termination of a previous activation. The control circuit shall be installed in an IP67 NEMA rated enclosure. All circuit connectors shall conform to Ingress Protection, IP-67 rating, dust proof, and protected from temporary immersion in water up to 3 feet deep for 30 minutes. Connectors shall be Deutsch DTM series. Battery: Battery unit shall be a 4.8 volt 14000mAH Nickel Metal Hydride (NiMH). All batteries shall be sealed in a plastic film to provide moisture and corrosion resistance. All batteries shall operate between the temperatures of -40ºC and +60ºC. Solar Panel: The solar panel shall be up to 13.8”x15.4” in size and provide up to 13.5 watts peak total output. The panel shall be sized according to the weather and field conditions to maximize performance. The solar panel shall be mounted to an aluminum plate and bracket at an angle of 45°- 60° to provide maximum output. To ensure maximum solar insolation regardless of installation location, the post top mounting system shall provide 360° of rotational direction adjustment and upon installation, must be oriented with the collector facing South. All fasteners used shall be anti-vandal.
All solar panel connectors shall conform to Ingress Protection, IP-67 rating, dust proof, and protected from temporary immersion in water up to 1 meter deep for 30 minutes. Connectors shall be Deutsch DTM series. Pushbutton: Furnish freeze-proof ADA compliant pedestrian push buttons made by an approved manufacturer to meet requirements of Section 658 of the current Wisconsin Department of Transportation Standard Specifications. Aluminum Pole Standard and Pedestal Base: The supporting structure (pole, breakaway transformer base, sign supports), shall be constructed of anodized aluminum and meet requirements of Section 657 of the current Wisconsin Department of Transportation Standard Specifications. Concrete Base: The concrete base and anchor bolts shall be supplied and installed to meet requirements of a Concrete Base Type 1of Section 654 of the current Wisconsin Department of Transportation Standard Specifications. Hardware: Furnish all hardware, connections, etc to make the Flashing Beacon system fully operational. C Construction The Flashing Beacon system will consist of multiple assemblies to be constructed by the contractor as shown on the plans. Make the Flashing Beacon system fully operational. Construct and assemble the system per manufacturer’s instructions. D Measurement The department will measure Flashing Beacon System [Location] as a single lump sum unit of work for each location, acceptably completed. E Payment The department will pay for measured quantities at the contract unit price under the following bid items.
ITEM NUMBER DESCRIPTION UNIT SPV.0105.05 Flashing Beacon System, STH 35 and Campion Blvd LS SPV.0105.06 Flashing Beacon System, STH 35 and Wells Street LS
Payment is full compensation for furnishing and installing a fully operational Flashing Beacon system; and for labor, equipment, tools, and incidentals necessary to complete a working system. The signs are paid for under separate item and are shown elsewhere in plan.
Schedule of Items Attached, dated January 4, 2018, are the revised Schedule of Items Page 16. Plan Sheets The following 8½ x 11-inch sheets are attached and made part of the plans for this proposal: Revised: 119, 121, 123, 130, 134, 204, 205, 206, 213, 241, and 245.
END OF ADDENDUM
KWOOD ST
11TH ST
10TH ST
CAMPION BLVD
E
22
11TH ST.
MARQUETTE RD.
11TH ST.
MARQUETTE RD.
10TH ST.
MARQUETTE RD.
WELLS ST
E
22
WELLS ST.
MARQUETTE RD.
NO PARKING
ANY
TIME
PRO
JEC
T N
O: 1
661-
05-7
6H
WY:
STH
35
CO
UN
TY: C
RAW
FOR
DM
ISC
ELLA
NEO
US
QU
ANTI
TIES
SHEE
T:E
FILE
NA
ME
: __
____
____
____
____
_P
LOT
DA
TE :
____
____
____
____
___
PLO
T B
Y : _
____
____
____
____
__P
LOT
NA
ME
: __
____
____
____
____
_O
RIG
INA
TOR
: D
IST
_P
LOT
SC
ALE
: 1:
1
33
NOTE: ALL QTY’SARE CAT 0010 UNLESS OTHERWISE NOTED
POSTS WOOD
4X6-INCH X
14-FT
POSTS WOOD
4X6-INCH X
16-FT
SIGNS TYPE
II
REFLECTIVE H
SIGNS TYPE
II
REFLECTIVE F
MOVING SIGNS
TYPE II
REMOVING SIGNS
TYPE II
REMOVING SMALL
SIGN SUPPORTS
MOVING SMALL
SIGN SUPPORTS
634.0614
634.0616
637.2210
637.2230
638.2102
638.2602
638.3000
638.4000
STAGE
SIGN NO.
STATION
LOCATION
INXINSIGN CODE
DESCRIPTION
EACH
EACH
SF
SF
EACH
EACH
EACH
EACH
REMARKS
3001
8+11
STH 35 RT
30X
30
R3-7-L
LEFT LANE MUST TURN LEFT
--
6.25
--
--
-BAND TO EXISTING LIGHT POLE
3002
9+63
STH 35 LT
24X
81
JV-1
WEST/USH 18/STH 60/LEFT AHEAD ARROW
--
13.50
--
--
-BAND TO EXISTING LIGHT POLE
3003
9+00
STH 35 RT
42X
48
R3-5-L
LEFT ONLY LANE CONTROL SYMBOL
--
14.00
--
--
-
3004
9+00
STH 35 RT
42X
48
R3-6-R
RIGHT AND AHEAD LANE CONTROL SYMBOL
--
14.00
--
--
-
3005
11+02
STH 35 RT
D1-3
LYNXVILLE & LA CROSSE AHEAD/ MARQUETTE LEFT
--
--
1-
-2
EXISTING SIGN MOVED FROM STA 12+90
3006
11+09
STH 35 LT
30X
30
R3-7-L
LEFT LANE MUST TURN LEFT
--
6.25
--
--
-BAND TO EXISTING LIGHT POLE
3101
12+50
STH 35 RT
42X48
R3-5-L
LEFT ONLY LANE CONTROL SYMBOL
--
14.00
--
--
-
3102
12+50
STH 35 RT
42X48
R3-6-R
RIGHT AND AHEAD LANE CONTROL SYMBOL
--
14.00
--
--
-
3103
12+36
STH 35 LT
24X81
JV-1
WEST/USH 18/STH 60/LEFT ARROW
--
13.50
--
--
-BAND TO EXISTING LIGHT POLE
3104
15+01
STH 35 RT
24X24
W12-1D
DOUBLE DIAGONAL ARROW
-1
-4.00
--
--
3105
17+78
STH 35 RT
24X30
R4-7
KEEP RIGHT
1-
5.00
--
11
-
3106
12+50
STH 35 RT
J2-2
NORTH/STH 35/AHEAD ARROW; NORTH/GREAT RIVER RD/AHEAD ARROW
--
--
1-
1-
EXISTING SIGN MOVED FROM STA 11+20;
BAND TO SIGN STRUCTURE
3107
12+56
STH 35 RT
R1-1
STOP
--
--
1-
-1
MOVE AND REPLACE IN SIMILAR LOCATION
3108
12+60
STH 35 RT
24X30
R6-2-R
ONE WAY RIGHT
1-
5.00
--
--
-
3109
16+46
STH 35 RT
30X30
R5-1
DO NOT ENTER
--
--
1-
-1
3110
17+61
STH 35 RT
DO NOT ENTER/STOP
--
--
2-
-1
3111
17+85
STH 35 LT
DO NOT ENTER/STOP
--
--
2-
-1
3112
17+18
STH 35 RT
24X30
R4-7
KEEP RIGHT
--
--
-1
1-
3201
18+71
STH 35 RT
24X36
J4-2
NORTH/STH 35
-1
6.00
--
11
-
3202
18+72
STH 35 LT
24X24
W12-1D
DOUBLE DIAGONAL ARROW
-1
-4.00
--
--
3203
19+26
STH 35 RT
KEEP RIGHT
--
--
-1
1-
3204
19+44
STH 35 LT
48X57
J3-2
SOUTH/STH 35/STRAIGHT ARROW; SOUTH/GREAT RIVER RD/STRAIGHT ARROW
-1
19.00
--
11
-
3205
20+02
STH 35 RT
24X30
R2-1
SPEED LIMIT 35 MPH
1-
5.00
--
11
-
3206
20+69
STH 35 LT
78X36
D1-3
BRIDGEPORT/MADISON STRAIGHT; MARQUETTE RIGHT
-2
19.50
--
11
-SPECIAL SIGN DETAIL
3207
21+20
STH 35 RT
24X36R3-9-B & CCENTER LANE TWLTL ONLY AND BEGIN
-1
6.00
--
--
-
3208
21+39
STH 35 LT
54x30
R3-8-M
LEFT ONLY/STRAIGHT ONLY/RIGHT OR STRAIGHT ARROW
1-
11.25
--
--
-
3209
21+82
STH 35 LT
24X42R3-9-B & DCENTER LANE TWLTL ONLY AND END
-1
7.00
--
--
-
3210
22+35
STH 35 LT
36X36
W3-3
TRAFFIC SIGNAL AHEAD
-1
-9.00
-1
1-
3211
23+22
STH 35 LT
48X57
J3-2
EAST/USH 18/STRAIGHT ARROW; EAST/STH 60/STRAIGHT ARROW
-1
19.00
--
11
-
3212
19+68
STH 35 LT
24X30
R6-2-R
ONE WAY
1-
5.00
--
--
-
3213
19+25
STH 35 RT
24X36
R3-20-L
BEGIN LEFT TURN LANE W/ARROW
-1
6.00
--
--
-
3214
19+23
STH 35 RT
30X30
R5-1
DO NOT ENTER
1-
6.25
--
--
-
3215
21+08
STH 35 RT
24X30
R6-2-R
ONE WAY
1-
5.00
--
--
-
3216
22+88
STH 35 RT
24x60
JV-1
NORTH/GREAT RIVER ROAD
-1
10.00
--
--
-
3301
24+23
STH 35 LT
48X57
J2-2
WEST/USH 18/RIGHT AHEAD ARROW; WEST/STH 60/RIGHT AHEAD ARROW
-1
19.00
--
11
-
3302
24+31
STH 35 RT
30X30
R1-1
STOP
1-
5.18
--
11
-
3303
25+54
STH 35 LT
48X39
J1-2
JCT/USH 18; JCT/STH 60
1-
13.00
--
11
-
3304
25+27
STH 35 RT
24X30
R2-1
SPEED LIMIT 35 MPH
1-
5.00
--
--
-
3305
27+25
STH 35 LT
24X30
R2-1
SPEED LIMIT 35 MPH
1-
5.00
--
--
-
3401
31+51
STH 35 LT
24X30
R2-1
SPEED LIMIT 35 MPH
--
--
-1
1-
3402
32+93
STH 35 RT
30X30
R1-1
STOP
1-
5.18
--
11
-
3403
32+39
STH 35 RT
36X36
W3-1
STOP AHEAD
-1
9.00
--
--
-
3404
34+03
STH 35 RT
24X30
R2-1
SPEED LIMIT 35 MPH
1-
5.00
--
--
-
3501
39+52
STH 35 LT
30X30
R1-1
STOP
1-
5.18
--
11
-
3502
40+14
STH 35 LT
30X30
R1-1
STOP
1-
5.18
--
11
-
3503
35+12
STH 35 LT
24X30
R2-1
SPEED LIMIT 35 MPH
1-
5.00
--
--
-
3601
42+35
STH 35 RT
STOP
--
--
-1
1-
3602
42+56
36X36
W3-5
REDUCE SPEED AHEAD
--
--
-1
1-
3603
44+09
STH 35 LT
30X30
R1-1
STOP
1-
5.18
--
11
-
2604
46+38
STH 35 RT
24X30
R2-1
SPEED LIMIT 30 MPH
--
--
-1
1-
2605
46+45
STH 35 LT
24X30
R2-1
SPEED LIMIT 35 MPH
--
--
-1
1-
2606A
46+12
STH 35 RT
30X30
W11-15
BICYCLE/PEDESTRIAN CROSSING
--
-6.25
--
--
ON FLASHING BEACON
2606B
46+12
STH 35 RT
24X12
W16-7L
DIAGONAL ARROW LEFT
--
-2.00
--
--
MOUNT WITH SIGN 606A
2606C
46+12
STH 35 RT
9X12
R10-25
PUSH BUTTON TO TURN ON WARNING LIGHTS
--
0.75
--
--
-MOUNT WITH SIGN 606A AND 606B
SUBTOTAL 1 =
17
14
318.15
25.25
821
22
6
SIZE
SIGN AND POSTS SUMMARY
PRO
JEC
T N
O: 1
661-
05-7
6H
WY:
STH
35
CO
UN
TY: C
RAW
FOR
DM
ISC
ELLA
NEO
US
QU
ANTI
TIES
SHEE
T:E
FILE
NA
ME
: __
____
____
____
____
_P
LOT
DA
TE :
____
____
____
____
___
PLO
T B
Y : _
____
____
____
____
__P
LOT
NA
ME
: __
____
____
____
____
_O
RIG
INA
TOR
: D
IST
_P
LOT
SC
ALE
: 1:
1
33
NOTE: ALL QTY’SARE CAT 0010 UNLESS OTHERWISE NOTED
POSTS WOOD
4X6-INCH X
14-FT
POSTS WOOD
4X6-INCH X
16-FT
SIGNS TYPE
II
REFLECTIVE H
SIGNS TYPE
II
REFLECTIVE F
MOVING SIGNS
TYPE II
REMOVING SIGNS
TYPE II
REMOVING SMALL
SIGN SUPPORTS
MOVING SMALL
SIGN SUPPORTS
634.0614
634.0616
637.2210
637.2230
638.2102
638.2602
638.3000
638.4000
STAGE
SIGN NO.
STATION
LOCATION
INXINSIGN CODE
DESCRIPTION
EACH
EACH
SF
SF
EACH
EACH
EACH
EACH
REMARKS
2607A
46+16
STH 35 LT
30X30
W11-15
BICYCLE/PEDESTRIAN CROSSING
--
-6.25
--
--
ON FLASHING BEACON
2607B
46+16
STH 35 LT
24X12
W16-7R
DIAGONAL ARROW RIGHT
--
-2.00
--
--
MOUNT WITH SIGN 607A
2607C
46+16
STH 35 LT
30X30
W11-15
BICYCLE/PEDESTRIAN CROSSING
--
-6.25
--
--
ON FLASHING BEACON
2607D
46+16
STH 35 LT
24X12
W16-7R
DIAGONAL ARROW RIGHT
--
-2.00
--
--
MOUNT WITH SIGN 607C
2608A
46+35
STH 35 LT
30X30
W11-15
BICYCLE/PEDESTRIAN CROSSING
--
-6.25
--
--
ON FLASHING BEACON
2608B
46+35
STH 35 LT
24X12
W16-7L
DIAGONAL ARROW LEFT
--
-2.00
--
--
MOUNT WITH SIGN 608A
2608C
46+35
STH 35 LT
9X12
R10-25
PUSH BUTTON TO TURN ON WARNING LIGHTS
--
0.75
--
--
-MOUNT WITH SIGN 608A AND 608B
2609
43+28
STH 35 LT
36X36
W3-1
STOP AHEAD
-1
-9.00
--
--
2610A
43+25
STH 35 RT
30X30
W11-15
BICYCLE/PEDESTRIAN CROSSING
-1
-6.25
--
--
2610B
43+25
STH 35 RT
24X
8W16-9P
AHEAD
--
-2.00
--
--
MOUNT WITH SIGN 610 A
2611
41+71
STH 35 RT
18X18
W5-56
1-
-2.25
--
--
241+71
STH 35 RT
18X18
W5-56
1-
-2.25
--
--
241+71
STH 35 RT
18X18
W5-56
1-
-2.25
--
--
2612
44+70
STH 35 RT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
--
-
2613
44+73
STH 35 RT
24X30
R2-1
SPEED LIMIT 35 MPH
1-
5.00
--
--
-
2614
42+91
STH 35 LT
24X60
JV-1
NORTH/GREAT RIVER ROAD
-1
10.00
--
--
-
2701
47+01
STH 35 RT
30X30
R1-1
STOP
1-
5.18
--
11
-
2702
47+78
STH 35 RT
PEDESTRIAN CROSSING
--
--
-1
1-
2703A
49+43
STH 35 LT
30X30
W11-15
BICYCLE/PEDESTRIAN CROSSING
-1
-6.25
--
--
2703B
49+43
STH 35 LT
24X
8W16-9P
AHEAD
--
-2.00
--
--
MOUNT WITH SIGN 703A
2704
48+55
STH 35 RT
36X36
W10-3
RAILROAD AT T INTERSECTION
-1
-7.07
--
--
2705
49+83
STH 35 RT
24X30
R4-7
KEEP RIGHT SYMBOL
1-
5.00
--
--
-
2706
50+02
STH 35 RT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
--
-
2707
49+76
STH 35 LT
30X30
R5-1
DO NOT ENTER
1-
6.25
--
--
-
2708
49+76
STH 35 LT
24X36
R3-9B
CENTER LANE TURN ONLY
-1
6.00
--
--
-
2709
50+18
STH 35 RT
24X36
R3-20-L
BEGIN LEFT TURN LANE W/ARROW
-1
6.00
--
--
-
2710
50+75
STH 35 LT
24X36
J4-1
SOUTH/35
-1
6.00
--
--
-
2711
52+00
STH 35 LT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
--
-
2712A
52+26
STH 35 RT
30X30
W11-15
BIKE PEDESTRIAN CROSSING
-1
-6.25
--
--
2712B
52+26
STH 35 RT
24X12
W16-7L
ARROW
--
-2.00
--
--
MOUNTED WITH SIGN 712A
2713
52+26
STH 35 RT
30X30
R5-1
DO NOT ENTER
1-
6.25
--
--
-
2800
52+93
STH 35 LT
36X31
R1-2
YIELD
1-
3.88
--
--
-
2801
52+73
STH 35 LT
24X30
R6-2-R
ONE WAY RIGHT
1-
5.00
--
--
-
2802
52+85
STH 35 LT
STOP/HOSPITAL
--
--
-1
1-
2803
53+08
STH 35 LT
30X36
R3-50-R
RIGHT TURN ONLY
-1
7.50
--
--
-
2804
53+22
STH 35 LT
24X30
R4-7
KEEP RIGHT
1-
5.00
--
--
2805
53+05
STH 35 LT
24X30
R4-7
KEEP RIGHT
1-
5.00
--
--
-
2806
53+07
STH 35 RT
30X30
R1-1
STOP
1-
5.18
--
11
-
2807
53+46
STH 35 LT
36X36
W10-1
RAILROAD CROSSING
-1
-9.00
-1
1-
2808A
53+75
STH 35 LT
30X30
W11-15
PEDESTRIAN CROSSING
-1
-6.25
--
--
2808B
53+75
STH 35 LT
24X12
W16-7L
ARROW
--
-2.00
--
--
MOUNTED WITH SIGN 808A
2809
56+25
STH 35 RT
30X30
R1-1
STOP
1-
5.18
--
11
-
2810
53+75
STH 35 RT
24X36
R3-20-L
BEGIN LEFT TURN LANE W/ARROW
-1
6.00
--
--
-
2811
53+49
STH 35 LT
18X24
R4-7
KEEP RIGHT
1-
3.00
--
--
-
2812
54+50
STH 35 RT
24X36
R3-9-B
CENTER LANE TURN ONLY
-1
6.00
--
--
-
2813
54+97
STH 35 LT
54X30
R3-8-W
VARIOUS ONLYS
2-
-11.25
--
--
2814A
56+04
STH 35 LT
30X30
W11-15
BIKE PEDESTRIAN CROSSING
11
-6.25
--
--
2814B
56+04
STH 35 LT
24X
8W16-9P
AHEAD
--
-2.00
--
--
MOUNTED WITH SIGN 814A
2815
57+54
STH 35 LT
36X36
W10-3
RAILROAD AT T INTERSECTION
-1
-7.07
--
--
2816
57+24
STH 35 RT
24X36
J4-1
SOUTH/35
-1
6.00
--
--
-
SUBTOTAL 2 =
21
17
129.17
116.14
06
60
SIZE
SIGN AND POSTS SUMMARY (CONTINUED)
PRO
JEC
T N
O: 1
661-
05-7
6H
WY:
STH
35
CO
UN
TY: C
RAW
FOR
DM
ISC
ELLA
NEO
US
QU
ANTI
TIES
SHEE
T:E
FILE
NA
ME
: __
____
____
____
____
_P
LOT
DA
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____
____
____
____
___
PLO
T B
Y : _
____
____
____
____
__P
LOT
NA
ME
: __
____
____
____
____
_O
RIG
INA
TOR
: D
IST
_P
LOT
SC
ALE
: 1:
1
33
NOTE: ALL QTY’SARE CAT 0010 UNLESS OTHERWISE NOTED
POSTS WOOD
4X6-INCH X
14-FT
POSTS WOOD
4X6-INCH X
16-FT
SIGNS TYPE
II
REFLECTIVE H
SIGNS TYPE
II
REFLECTIVE F
MOVING SIGNS
TYPE II
REMOVING SIGNS
TYPE II
REMOVING SMALL
SIGN SUPPORTS
MOVING SMALL
SIGN SUPPORTS
634.0614
634.0616
637.2210
637.2230
638.2102
638.2602
638.3000
638.4000
STAGE
SIGN NO.
STATION
LOCATION
INXINSIGN CODE
DESCRIPTION
EACH
EACH
SF
SF
EACH
EACH
EACH
EACH
REMARKS
2901
59+63
STH 35 LT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
11
-
2902
59+93
STH 35 RT
30X30
R1-1
STOP
1-
6.25
--
11
-
2903
61+00
STH 35 RT
24X60
S4-51
NORTH GREAT RIVER ROAD NATIONAL SCENIC BYWAY
-1
10.00
--
11
-
2904
63+69
STH 35 LT
24X18
R14-1
TRUCK ROUTE
--
--
-1
1-
2905
64+13
STH 35 RT
30X30
R1-1
STOP
1-
6.25
--
11
-
2906
58+76
STH 35 RT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
--
-
21000A
64+34
STH 35 RT
30X30
W11-2
PEDESTRIAN CROSSING
-1
-6.25
--
--
21000B
64+34
STH 35 RT
24X
8W16-9P
AHEAD
--
-2.00
-1
1-
MOUNT WITH SIGN 1000A
21001
65+07
STH 35 RT
PEDESTRIAN CROSSING
--
--
-1
1-
21002
67+07
STH 35 RT
PEDESTRIAN CROSSING
--
--
-1
1-
21003
67+79
STH 35 RT
30X30
R1-1
STOP
1-
5.18
--
11
-
21004
67+93
STH 35 LT
PEDESTRIAN CROSSING
--
--
-1
1-
21005
69+33
STH 35 LT
24X30
R2-1
SPEED LIMIT 30 MPH
--
--
-1
1-
21006A
69+37
STH 35 RT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
11
-
21006B
69+37
STH 35 RT
18X24
NO PARKING ANY TIME
--
--
--
--
21007A
66+89
STH 35 RT
30X30
W11-2
PEDESTRIAN CROSSING
--
-6.25
--
--
ON FLASHING BEACON
21007B
66+89
STH 35 RT
24X12
W16-7L
ARROW
--
-2.00
--
--
MOUNT WITH SIGN 1007A
21007C
66+89
STH 35 RT
9X12
R10-25
PUSH BUTTON
--
0.75
--
--
-MOUNT WITH SIGN 1007A AND 1007B
21008A
66+92
STH 35 RT
30X30
W11-2
PEDESTRIAN CROSSING
--
-6.25
--
--
ON FLASHING BEACON
21008B
66+92
STH 35 RT
30X30
W11-2
PEDESTRIAN CROSSING
--
-6.25
--
--
MOUNT WITH SIGN 1008A
21008C
66+92
STH 35 RT
24X12
W16-7L
ARROW
--
-2.00
--
--
ON FLASHING BEACON
21008D
66+92
STH 35 RT
24X12
W16-7L
ARROW
--
-2.00
--
--
MOUNT WITH SIGN 1008C
21009A
67+12
STH 35 LT
30X30
W11-2
PEDESTRIAN CROSSING
--
-6.25
--
--
MOUNT WITH SIGN 1008C AND 1008D
21009B
67+12
STH 35 LT
24X12
W16-7L
ARROW
--
-2.00
--
--
ON FLASHING BEACON
21009C
67+12
STH 35 LT
9X12
R10-25
PUSH BUTTON
--
0.75
--
--
-MOUNT WITH SIGN 1009A
11101
70+61
STH 35 LT
PEDESTRIAN CROSSING
--
--
-1
1-
11102A
70+03
STH 35 LT
30X30
W11-2
PEDESTRIAN CROSSING
-1
-6.25
--
--
11102B
70+03
STH 35 LT
24X
8W16-9P
AHEAD
--
-2.00
--
--
MOUNT WITH SIGN 1102A
11103
71+97
STH 35 LT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
--
-
11201
77+28
STH 35 RT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
11
-
11202
77+48
STH 35 LT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
11
-
11203
78+84
STH 35 RT
24X48
S4-51
SCHOOL ZONE SPEED LIMIT 15 MPH WHEN CHILDREN ARE PRESENT
--
--
-1
1-
11204
79+27
STH 35 LT
24X42R3-9-B & CCENTER LANE TWLTL ONLY AND BEGIN
-1
7.00
--
--
-
11205
79+70
STH 35 RT
30X30
R1-1
STOP
1-
5.18
--
11
-
11206A
80+35
STH 35 RT
30X30
W11-2
PEDESTRIAN CROSSING
-1
-6.25
--
--
11206B
80+35
STH 35 RT
24X
8W16-9P
AHEAD
-1
-2.00
--
--
MOUNT WITH SIGN 1206A
11207
81+38
STH 35 LT
30X30
R5-1
DO NOT ENTER
1-
6.25
--
--
-
11208
81+31
STH 35 RT
24X42R3-9-B & DCENTER LANE TWLTL ONLY AND END
1-
7.00
--
--
-
11209
81+39
STH 35 RT
24X30
R4-7
KEEP RIGHT
1-
5.00
--
--
-
11301
81+52
STH 35 LT
36x36
W4-2R
RIGHT LANE ENDS
-1
-9.00
--
--
11303
82+14
STH 35 LT
24x30
R6-2-R
ONE WAY RIGHT
-1
5.00
--
--
-
11305
82+31
STH 35 LT
36X31
R1-2
YIELD
1-
3.88
--
--
-
11306
82+33
STH 35 LT
RAILROAD CROSSING
--
--
--
--
KEEP IN PLACE
11307
82+32
STH 35 LT
24X30
R8-8
DO NOT STOP ON TRACKS
1-
5.00
--
--
-
11308
82+34
STH 35 LT
STOP
--
--
-1
1-
11309
82+33
STH 35 RT
24X30
R6-2-R
ONE WAY RIGHT
1-
5.00
--
--
-
11310
84+54
STH 35 RT
30X30
R5-1
DO NOT ENTER
1-
6.25
--
--
-
11313
82+84
STH 35 LT
24X30
R6-2-R
ONE WAY RIGHT
1-
5.00
--
--
-
11314
82+87
STH 35 LT
36X36
W10-1
RAILROAD CROSSING
-1
-7.07
--
--
11315
83+85
STH 35 LT
RAILROAD CROSSING
--
--
--
--
KEEP IN PLACE
11316
82+94
STH 35 LT
PEDESTRIAN CROSSING
--
--
-1
1-
11317A
83+14
STH 35 LT
30X30
W11-15
PEDESTRIAN CROSSING
-1
-6.25
--
--
11317B
83+14
STH 35 LT
24X12
W16-7L
--
-2.00
--
--
11318
84+30
STH 35 LT
24X30
R4-7
KEEP RIGHT
1-
5.00
--
--
-
11319
84+54
STH 35 LT
24X30
R2-1
SPEED LIMIT 30 MPH
1-
5.00
--
--
-
11320
85+01
STH 35 LT
36X36
W10-3
ADVANCE WARNING RAILROAD CROSSING
-1
-9.00
-1
1-
11401
87+47
STH 35 LT
PEDESTRIAN CROSSING
--
--
-1
1-
11402
88+42
STH 35 LT
24X30
R2-1
SPEED LIMIT 30 MPH
-1
5.00
--
--
-
11403
89+84
STH 35 LT
36X36
W4-2R
RIGHT LANE ENDS SYMBOL
1-
-9.00
--
--
11404
90+74
STH 35 LT
30X30
W9-1R
RIGHT LANE ENDS
1-
-6.25
--
--
SUBTOTAL 3 =
22
12
134.74
106.32
021
21
0
SUBTOTAL 2 =
21
17
129.17
116.14
06
60
SUBTOTAL 1 =
17
14
318.15
25.25
821
22
6
PROJECT TOTALS =
60
43
582.06
247.71
848
49
6
SIZE
SIGN AND POSTS SUMMARY (CONTINUED)
�
3
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Wisconsin Department of Transportation 01/04/2018 09:52:09
Proposal ID: 20180109003 Project(s): 1661-05-76, 1661-05-86Federal ID(s): WISC 2018035, N/A
0001 Roadway ItemsSECTION:
Alt Set ID: Alt Mbr ID:
Bid AmountUnit PriceApproximateQuantity and
UnitsDescriptionItem ID
ProposalLine
Number
0464 SPV.0090Special 12. Fence Chain Link Polymer-Coated 5-ft
LF2,820.000
_________._____ _________._____
0470 SPV.0105Special 03. Abandon Existing WaterMains, Valves, Hydrants
LUMP SUM _________._____LS
0472 SPV.0105Special 04. Abandon Existing SanitaryMains and Manholes
LUMP SUM _________._____LS
0474 SPV.0165Special 01. Concrete Sidewalk, Picture-Frame, 4-inch
SF37,372.000
_________._____ _________._____
0476 SPV.0165Special 02. Concrete Sidewalk, Picture-Frame, 6-inch
SF4,025.000
_________._____ _________._____
0478 SPV.0165Special 03. Colored & Textured ConcreteSidewalk, 4-inch
SF8,569.000
_________._____ _________._____
0480 SPV.0105Special 05. Flashing Beacon System,STH 35 and Campion Blvd
LUMP SUM _________._____LS
0482 SPV.0105Special 06. Flashing Beacon System,STH 35 and Wells Street
LUMP SUM _________._____LS
Section: 0001 _________._____Total:
Total Bid: _________._____
Proposal Schedule of Items Page 16 of 16
