highway department - outagamie county

S:\HWY\CTH Projects\Construction\5811 CTH KK & N Intersection\RFB\Addendum\CTH N Addendum 1.docx

ADDENDUM 1_

Project: CTH N & CTH KK INTERSECTION Opening: 07/30/2020 2:00 PM

CTH N & WALLACE ST. INTERSECTION

TRAFFIC SIGNAL INSTALLATION & MODIFICATIONS

To All Bidders: The following changes and/or modifications have been made for the subject projects:

1. Revisions to plan sheets for Project 581100 have been made.

The following sheets have been revised:

• Sheet D-1: General Notes and Details

• Sheet D-9: Traffic Signal Removal Detail

• Sheet D-13: Traffic Signal Plan

• Sheet M-1: Miscellaneous Quantities Traffic Signals

• Sheet M-2: Miscellaneous Quantities Traffic Signals

• Sheet P-1: Roadway Plans

2. Revisions to plan sheets for Project 581700 have been made.

The following sheets have been revised:

• Sheet 2: General Notes

• Sheet 16: Miscellaneous Quantities 3.1

• Sheet 22: R/W Plat Sheet 4.01

• Sheet 23: R/W Plat Sheet 4.02

3. Revisions to the Project Manual have been made.

The following items have been revised:

• Part II Bid Form: Bid form has been revised and replaces the original bid form as part of the Project Manual.

• Part IV Special Provisions: the following items have been revised: o Article 8, Traffic o Article 16, Concrete Bases, Cabinet Basement, Item SPV.0060.03

This Addendum was prepared under the direction of Outagamie County. ________________________________

Joe Zellmer, P.E. Highway Engineer July 27, 2020

Highway Department 1313 Holland Road, Appleton, WI 54911-8947 Phone: (920) 832-5673 Fax: (920) 832-2032

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1. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING UTILITY LOCATIONS. DRAWINGS ARE NOT ALLINCLUSIVE. CONTRACTOR SHALL COORDINATE WORK AROUND EXISTING UTILITIES WITH UTILITY OWNERS(THIS WORK IS INCIDENTAL TO THE CONTRACT).

2. THE CONTRACTOR SHALL NOTIFY DIGGERS HOTLINE AND AFFECTED UTILITIES PRIOR TO THE START OF WORK.ANY LOCAL MUNICIPAL UTILITY WHICH IS NOT A MEMBER OF THE DIGGERS HOTLINE MUST BE CONTACTEDSEPARATELY.

3. RADII, ELEVATIONS, AND DIMENSIONS ARE GIVEN AT THE PAVEMENT EDGES, UNLESS OTHERWISE NOTED INTHE PLANS.

4. EROSION CONTROL ITEMS SHOWN IN THE PLANS ARE AT SUGGESTED LOCATIONS. THE ENGINEER MAYMODIFY LOCATIONS TO FIT FIELD CONDITIONS.

5. CALUMET COUNTY HIGHWAY DEPARTMENT IS SPONSORING A PROJECT THAT INCLUDES RESURFACING CTH NWITHIN THE LIMITS OF THIS PROJECT. COORDINATION WITH CALUMET COUNTY MAY BE REQUIRED DURINGCONSTRUCTION AND IMPLEMENTATION.

GENERAL NOTES UTILITY CONTACTS

PROJECT CONTACTS

Printed on ___% Post-Consumer

Recycled Content Paper

KEY PLAN

REGISTRATION

CONSULTANT

2985 South Ridge Road, Suite B

Green Bay, WI 54304

920.468.1978 tel 920.468.3212 fax

www.aecom.com

CLIENT

Outagamie County

PROJECT

AN

SI D

22" x 34"

Highway Department

1313 Holland Road

Appleton, WI 54911

920.832.5673 tel 920.832.2032 fax

www.outagamie.org

AECOM

DIGGERS HOTLINEDial or (800)242-8511

www.DiggersHotline.com

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)

ROCK

(To be noted as such)

SS

W

SANSANITARY SEWER

STORM SEWER

WATER

FOFIBER OPTIC

UTILITIESREFERENCE LINE

GRADE LINEPROFILE

TELEPHONE

SPECIAL DITCH LABELLIMITED HIGHWAY EASEMENT

GRADE ELEVATION 95.3

6

PLAN

300'EB'

CONVENTIONAL SYMBOLS

AVG AVERAGEBK BACKBM BENCHMARKCL OR C/L CENTER LINEΔ CENTRAL ANGLE OR DELTACE COMMERCIAL ENTRANCECTH COUNTY TRUNK HIGHWAYCY OR CUYD CUBIC YARDCP CULVERT PIPED DEGREE OF CURVEDHV DESIGN HOUR VOLUMEDD DIRECTIONAL DISTRIBUTIONE EASTEL OR ELEV ELEVATIONEXC EXCAVATIONEXIST EXISTINGFE FIELD ENTRANCEL LENGTH OF CURVELT LEFTN NORTHPC POINT OF CURVATUREPI POINT OF INTERSECTIONPT POINT OF TANGENCYPE PRIVATE ENTRANCEPL PROPERTY LINEPVC VERTICAL POINT OF CURVEPVI VERTICAL POINT OF INTERSECTIONPVT VERTICAL POINT OF TANGENCYR RADIUSRL OR R/L REFERENCE LINERT RIGHTR/W RIGHT OF WAYRD ROADS SOUTHSTA STATIONSTH STATE TRUNK HIGHWAYTLE TEMPORARY LIMITED EASEMENTT TRUCKS (PERCENT OF)TYP TYPICALUSH UNITED STATES HIGHWAYVC VERTICAL CURVEW WEST

STANDARD ABBREVIATIONS

CONTROL POINT 1003

8" REBAR SET SOUTHWEST CORNER OF CTH KK AND CTH N

CTH

N

2.8'

4.5'

9'

BACK OF CURB

CATCH BASIN

SIGNAL BASE

CONTROL POINT 101CHISELED X IN CURB PAN SET SOUTH OF CTH KK AND EAST OF CTH N

CTH KK

9.5'

BM 1311 AND BUSINESS SIGN

0.7' START OF CURB

CONTROL POINT 102PK NAIL IN ASPHALT SET SOUTH OF CTH KK AND EAST OF CTH N

CTH

N 54'

9.1'

AT&T WISCONSIN - COMMUNICATIONSJOSEPH KASSAB205 SOUTH JEFFERSON STREETGREEN BAY, WI [email protected]

NSIGHT - COMMUNICATIONSRICK VINCENT470 SECURITY BOULEVARDGREEN BAY, WI [email protected]

WE ENERGIES - ELECTRICKEN VAN OSS800 SOUTH LYNNDALE DRIVEPO BOX 1699APPLETON, WI [email protected]

CHARTER - COMMUNICATIONSVINCE ALBIN3520 EAST DESTINATION DRIVEAPPLETON, WI [email protected]

WE ENERGIES - GASHEATHER DEUTH800 SOUTH LYNNDALE DRIVEPO BOX 1699APPLETON, WI [email protected]

OUTAGAMIE COUNTY HIGHWAY ENGINEERJOE ZELLMER1313 HOLLAND ROADAPPLETON, WI [email protected]

CITY OF APPLETON TRAFFIC ENGINEERMIKE HARDY2625 EAST GLENDALE AVENUEAPPLETON, WI [email protected]

CALUMET COUNTY HIGHWAY COMMISSIONERBRIAN GLAESER241 EAST CHESTNUT STREETCHILTON, WI [email protected]

AECOM DESIGN ENGINEERSARAH ERICSON2985 SOUTH RIDGE ROAD, SUITE BGREEN BAY, WI [email protected]

BUSINESS SIGN

ROAD SIGN

PARKING LOT

CP 101 - CHISELED XY = 555549.63X = 849575.04

CP 100 - 38" REBARSTA 103+69.33, 29.9' LT

Y = 555536.27X = 849308.54

CP 102 - PK NAILSTA 100+90.60, 42.3' RT

Y = 555257.78X = 849381.65

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CTH N & CTH KK Intersection

Village Of Harrison

Outagamie & Calumet Co.

PROJECT NUMBER

581100

I/R DATE DESCRIPTION

ISSUE/REVISION

1 6/5/2020 FINAL

SHEET TITLE

GENERAL NOTES

AND DETAILS

SHEET NUMBER

D-1

PARK

ING

LO

T

NO.BM 1120

BM 1311

COORD.Y = 555176.75X = 849307.52Y = 555540.71X = 849572.22

ELEV.754.90

754.58

DESC.BURY BOLT IN FIRE HYDRANT, NWQUADRANT OF CTH N & MARY DR.

NW BOLT OF BUSINESS SIGNNORTH POST CONNECTION

BENCHMARK TABLE

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Addendum No. 1 Project No. 581100 July 24, 2020 Revised Sheet D-1 1.) Utility Contact for Nsight added to list

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CB1

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Village Of Harrison


PROJECT NUMBER

581100


ISSUE/REVISION

1 06/01/2020 FINAL

SHEET TITLE

TRAFFIC SIGNAL REMOVAL DETAIL

SHEET NUMBER

D-9

THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AREAPPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHIN THEPROJECT WHICH ARE NOT SHOWN.

REMOVE ALL TRAFFIC SIGNAL CABLE, LIGHTING WIRE AND CABLE, VIDEOCAMERA CABLE, AND GROUND WIRES FROM ALL EXISTING CONDUIT TOREMAIN AND ALL EXISTING CONDUIT TO BE ABANDONED.

SALVAGE ALL ABOVE-GROUND SIGNAL EQUIPMENT PER PLAN FORREINSTALLATION, INCLUDING FOLDING STOP SIGN (R1-1F) AND DIVIDEDHIGH CROSSING SIGN (R6-3) ON SB6.

COORDINATE WITH MIKE HARDY AT THE CITY OF APPLETON TRAFFICDEPARTMENT AT (920) 832-5580 FIVE DAYS PRIOR TO NEEDING THE SIGNALCABINET ASSEMBLY REMOVED.

IF REPLACING CONDUIT REQUIRES REMOVAL AND REPLACEMENT OFSIDEWALK AND/OR CURB AND GUTTER BEYOND THE LIMITS OF THEPROJECT, COORDINATE WITH JOE ZELLMER AT OUTAGAMIE COUNTY.EXCAVATION TO EXPOSE AND BACKFILL CONDUIT IS CONSIDEREDINCIDENTAL TO THE NONMETALLIC CONDUIT 2" ITEM. SEE SHEET S-13 FORPROPOSED REPLACEMENT DETAILS.

SCALE: 1 IN = 40 FT

CONSTRUCTION NOTES:

1.

2.

3.

4.

5.



KEY PLAN

REGISTRATION

CONSULTANT


Green Bay, WI 54304

920.468.1978 tel 920.468.3212 fax

www.aecom.com

CLIENT

Outagamie County

PROJECT

AN

SI D

2

2" x 3

4"

Highway Department

1313 Holland Road

Appleton, WI 54911

920.832.5673 tel 920.832.2032 fax

www.outagamie.org

AECOM

LEGEND

CONTROL CABINET

PEDESTRIAN HEAD WITH PUSH BUTTON

SIGNAL HEAD NUMBER

EXISTING PULL BOX

DON'T WALK INDICATOR 16"WALK INDICATOR 16"

YELLOW CIRCULAR INDICATOR

GREEN CIRCULAR INDICATOR

YELLOW ARROW

GREEN ARROW

RED CIRCULAR INDICATOR

NONMETALLIC CONDUIT 2", UNLESS OTHERWISE NOTED

GRAYSHADE REPRESENTS EXISTING TO REMAIN IN PLACENOTE: ALL LENSES ARE 12-INCH

(XX)SIGNAL HEAD, TRAFFIC SIGNAL STANDARD, PEDESTAL BASE

SIGNAL HEAD, TRAFFIC SIGNAL POLE, TRANSFORMER BASE

PUSH BUTTON

LUMINAIRE, TRAFFIC POLE, TRANSFORMER BASE

VX VIDEO DETECTION CAMERA

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Y

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XXR/

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CTH KK

CTH KK

CTH

N

CTH

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R/W

BOLD REPRESENTS ITEMS TO BE REMOVED

OUTAGAMIE CO.CALUMET CO.

CTH N R/L

SALVAGE ALL ABOVE-GROUND SIGNALEQUIPMENT FOR REINSTALLATION

EXISTING CONDUIT TO BE ABANDONED

CITY OF APPLETON TO REMOVE SIGNAL CABINET ASSEMBLY

TRAFFIC SIGNAL TO REMAIN


SALVAGE ALL ABOVE-GROUND SIGNALEQUIPMENT FOR REINSTALLATION


REPLACE PREFABRICATED 90-DEGREEBEND WITH SWEEPING GRADUAL BEND(MIN. 4-FT RADIUS). SEE NOTE 5.

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Addendum No. 1 Project No. 581100 July 24, 2020 Revised Sheet D-9 1.) Change in existing traffic signal conduit locations 2.) Change in existing traffic signal conduit locations to be abandoned in SE quadrant 3.) Additional existing traffic signal conduit location to be removed in SW quadrant

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Village Of Harrison


PROJECT NUMBER

581100


ISSUE/REVISION

1 06/01/2020 FINAL

SHEET TITLE

TRAFFIC SIGNAL PLAN

SHEET NUMBER

D-13

THE LOCATIONS OF EXISTING AND PROPOSED UTILITY INSTALLATIONS AREAPPROXIMATE. THERE MAY BE OTHER UTILITY INSTALLATIONS WITHINTHE PROJECT WHICH ARE NOT SHOWN.

REINSTALL SALVAGED POLES AND EQUIPMENT AT SB6, SB7, AND CB1,INCLUDING FOLDING STOP SIGN (R1-1F) AND DIVIDED HIGHWAYCROSSING SIGN (R6-3) ON SB6.

THE CONTRACTOR SHALL HAVE THE PULL BOXES AND CONDUIT RUNSINSPECTED BY THE ENGINEER PRIOR TO PLACING SIGNAL CABLE INTOSYSTEM. SIGNAL CABLE SHALL BE PLACED WITHIN TWO DAYS OFDE-ENERGIZING SIGNAL. CONTACT MIKE HARDY AT THE CITY OFAPPLETON TRAFFIC DEPARTMENT AT (920) 832-5580 ONCE ALL CABLEAND WIRE IS INSTALLED FOR INSTALLATION OF THE SIGNAL CABINETASSEMBLY.

ALL-WAY STOP IS TO BE INSTALLED PRIOR TO DE-ENERGIZING TRAFFICSIGNAL. THE TRAFFIC SIGNAL SHALL NOT BE DE-ENERGIZED FOR LONGERTHAN A CONTINUOUS 5-DAY PERIOD.

THE ENGINEER MAY ADJUST THE LOCATIONS OF ITEMS UNDER THISCONTRACT TO AVOID CONFLICT WITH EXISTING UTILITY FACILITIES.

OUTAGAMIE COUNTY HIGHWAY DEPARTMENT SHALL FIELD VERIFY FINALLOCATIONS OF CONCRETE BASES PRIOR TO CONSTRUCTION.

ALL MULTIPLE RUN CONDUITS SHALL BE PLACED AS TIGHTLY AS POSSIBLEIN ONE TRENCH. THE CONTRACTOR WILL BE RESPONSIBLE TO IDENTIFYTHE WIDTH OF EACH TRENCH AND IDENTIFY ONE CONDUIT THAT ISCENTERED IN EACH TRENCH. THIS INFORMATION SHALL BE PROVIDED TOOUTAGAMIE COUNTY FOR FUTURE UTILITY LOCATION NEEDS.

INSTALL THE CONCRETE CABINET BASE AND METER BREAKER PEDESTAL AMINIMUM OF 4 WEEKS PRIOR TO THE START-UP DATE OF NEW SIGNALOPERATION TO ALLOW OUTAGAMIE COUNTY AND WE ENERGIES TOSCHEDULE AND INSTALL NEW METER SERVICE.

ADJUST VIDEO DETECTION DURING CONSTRUCTION AS NEEDED.

INSTALL ALL NEW SIGNAL CABLE AND WIRE, LIGHTING WIRE, ANDGROUNDING WIRES.

SCALE: 1 IN = 40 FTCONSTRUCTION NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.



KEY PLAN

REGISTRATION

CONSULTANT


Green Bay, WI 54304

920.468.1978 tel 920.468.3212 fax

www.aecom.com

CLIENT

Outagamie County

PROJECT

AN

SI D

2

2" x 3

4"

Highway Department

1313 Holland Road

Appleton, WI 54911

920.832.5673 tel 920.832.2032 fax

www.outagamie.org

AECOM

LEGEND

CONTROL CABINET

PEDESTRIAN HEAD WITH PUSH BUTTON

SIGNAL HEAD NUMBER

EXISTING PULL BOX

DON'T WALK INDICATOR 16"WALK INDICATOR 16"

YELLOW CIRCULAR INDICATOR

GREEN CIRCULAR INDICATOR

YELLOW ARROW

GREEN ARROW

RED CIRCULAR INDICATOR

NONMETALLIC CONDUIT 2", UNLESS OTHERWISE NOTED

GRAYSHADE REPRESENTS EXISTING NOTE: ALL LENSES ARE 12-INCH

(XX)SIGNAL HEAD, TRAFFIC SIGNAL STANDARD, PEDESTAL BASE

SIGNAL HEAD, TRAFFIC SIGNAL POLE, TRANSFORMER BASE

PUSH BUTTON

LUMINAIRE, TRAFFIC POLE, TRANSFORMER BASE

VX VIDEO DETECTION CAMERA

Y

G

Y

R

G

BB

XXR/

W

CTH KK

CTH KK

CTH

N

CTH

N

R/W

TLE

OUTAGAMIE CO.CALUMET CO.

REINSTALL SALVAGED TRAFFIC SIGNAL EQUIPMENT

CURB & GUTTER FLANGE 'C' R/L

CTH N R/L

CABINET BASE, CABINET BASEMENT (SPECIAL)FINAL BASE LOCATION TO BE FIELD VERIFIED BY OUTAGAMIE COUNTYCITY OF APPLETON TO REINSTALL SIGNAL CABINET ASSEMBLY

(QP1) CONNECT CONDUIT INTO EXISTING CONDUIT

(QP2) CONNECT CONDUIT INTO EXISTING CONDUIT

(STUB11) CAP CONDUIT AND MARK FOR FUTURE PROJECT

REINSTALL SALVAGED TRAFFIC SIGNAL EQUIPMENT

R/W

(QP4) CONNECT CONDUITINTO EXISTING CONDUIT

(QP5) CONNECT CONDUITINTO EXISTING CONDUIT

REPLACE PREFABRICATED90-DEGREE BEND WITHSWEEPING GRADUAL BEND(MIN. 4-FT RADIUS)

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Addendum No. 1 Project No. 581100 July 24, 2020 Revised Sheet D-13 1.) Change in existing traffic signal conduit locations 2.) Change in proposed traffic signal conduit locations in SE quadrant 3.) Additional proposed traffic signal conduit location in SW quadrant

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Village Of Harrison


PROJECT NUMBER

581100


ISSUE/REVISION

1 06/01/2020 FINAL

SHEET TITLE

MISCELLANEOUS QUANTITIES

TRAFFIC SIGNALS

SHEET NUMBER

M-1



KEY PLAN

REGISTRATION

CONSULTANT


Green Bay, WI 54304

920.468.1978 tel 920.468.3212 fax

www.aecom.com

CLIENT

Outagamie County

PROJECT

AN

SI D

2

2" x 3

4"

Highway Department

1313 Holland Road

Appleton, WI 54911

920.832.5673 tel 920.832.2032 fax

www.outagamie.org

AECOM

*FINAL LOCATION TO BE FIELD VERIFIED BY OUTAGAMIE COUNTY

LEGEND

WORK TO BE COMPLETED BY CITY OF APPLETON

***** WILL BE FURNISHED BY OUTAGAMIE COUNTY

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Addendum No. 1 Project No. 581100 July 24, 2020 Revised Sheet M-1 1.) Change in quantity for item 652.0325 Conduit Rigid Nonmetallic Schedule 80 2-Inch 2.) Name of item SPV.0060.03 changed to Install Concrete Bases, Cabinet Basement

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Village Of Harrison


PROJECT NUMBER

581100


ISSUE/REVISION

1 06/01/2020 FINAL

SHEET TITLE

MISCELLANEOUS QUANTITIES

TRAFFIC SIGNALS

SHEET NUMBER

M-2



KEY PLAN

REGISTRATION

CONSULTANT


Green Bay, WI 54304

920.468.1978 tel 920.468.3212 fax

www.aecom.com

CLIENT

Outagamie County

PROJECT

AN

SI D

2

2" x 3

4"

Highway Department

1313 Holland Road

Appleton, WI 54911

920.832.5673 tel 920.832.2032 fax

www.outagamie.org

AECOM

** FINAL LOCATION TO BE FIELD VERIFIED BY OUTAGAMIE COUNTY

LEGEND

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Addendum No. 1 Project No. 581100 July 24, 2020 Revised Sheet M-2 1.) Change in quantity for item SPV.0090.01 Cable Traffic Signal 20-14 AWG 2.) Change in quantity for item 655.0305 Cable Type UF 2-12 AWG Grounded 3.) Change in quantity for item 655.0515 Electrical Wire Traffic Signals 10 AWG 4.) Change in quantity for item SPV.0090.02 Video Detection Cable

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**

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CAUTION



KEY PLAN

REGISTRATION

CONSULTANT


Green Bay, WI 54304

920.468.1978 tel 920.468.3212 fax

www.aecom.com

CLIENT

Outagamie County

PROJECT

AN

SI D

22" x 34"

Highway Department

1313 Holland Road

Appleton, WI 54911

920.832.5673 tel 920.832.2032 fax

www.outagamie.org

AECOM

Last saved by: F

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(2020-07-13) Last P

lotted: 2020-07-16

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Village Of Harrison


PROJECT NUMBER

581100


ISSUE/REVISION

1 6/5/2020 FINAL

SHEET TITLE

ROADWAY PLANS

SHEET NUMBER

P-1

CA

LU

ME

T C

O.

OU

TA

GA

MIE

C

O.

CT

H K

K

CTH N

BEGIN CONSTRUCTIONSTA 101+86.01 'N' = STA 101+70.00 'C'MATCH EXISTINGY = 555353.13X = 849363.20

END CONSTRUCTIONSTA 104+14.34 'C'MATCH EXISTING

R/W

R/W

R/W

8:1 TAPER

DARBOY CLUBN9695 COUNTY N

DARBOY CORNER STOREN9690 COUNTY N

SEE DRIVEWAY DETAILFOR MORE INFORMATIOND

B

F

D

C

B

A CONCRETE PAVEMENT 10-INCH (DOWELED)

2 1 4" LOWER LAYER HMA PAVEMENT TYPE 3 MT 58-28 S1 3 4" UPPER LAYER HMA PAVEMENT TYPE 4 MT 58-28 S

3" ASPHALTIC SURFACE (MULTI-USE TRAIL)

3" ASPHALTIC SURFACE DRIVEWAYS AND FIELD ENTRANCES

CONCRETE CURB & GUTTER 30-INCH TYPE A

CONCRETE CURB & GUTTER 30-INCH TYPE D

CONCRETE CURB PEDESTRIAN

CONCRETE SIDEWALK 4-INCH

PAVING ITEMS LEGEND

SCALE: 1 IN = 20 FT

A

E

SLOPE INTERCEPT (TYP)

E

2

1

3

4

5 6

8

9 11

12

10

7

13

CP 100

TLE

ASPH CONC

CTH N 'N' R/L

CURB & GUTTER FLANGE 'C' R/LASPH

NO.BM 1120

CP 102

CP 100

BM 1311

CP 101

COORD.Y = 555176.75X = 849307.52Y = 555257.78X = 849381.65Y = 555536.27X = 849308.54Y = 555540.71X = 849572.22Y = 555549.64X = 849575.04

ELEV.754.90

754.98

750.60

754.58

753.22

TYPEBURY BOLT

PK NAIL

38" REBAR

BOLT

CHISELED X

BENCHMARK AND CONTROL POINTS TABLE

SEE CURB RAMP DETAILS, STORM SEWER DETAILS, ANDTRAFFIC SIGNAL PLAN FOR INFORMATION NOT SHOWN.

CAUTION

CHARTER - COMMUNICATIONS(ON WE ENERGIES POLES)

WE ENERGIES - GAS

WE ENERGIES - GAS

AT&T WISCONSIN(UNDERGROUND)CHARTER - COMMUNICATIONS

(ON WE ENERGIES POLES)

WE ENERGIES - ELECTRIC

AT&T WISCONSIN(UNDERGROUND)

WE ENERGIES - ELECTRIC

NSIGHT (UNDERGROUND)

DARBOY JOINT SANITARY DISTRICT - WATER

DARBOY JOINT SANITARY DISTRICT - SANITARY

AIR COMPRESSORBP BUSINESS SIGN

USPS MAIL DROP+46.50 'C'40.0' RTR = 40'

E

29

27

26

24

20

16

1514

+66.9066.6' LTR = 43.2'

H

G

H

C

F

G

H

4.5-INCH CURB HEAD

6-INCH CURB HEAD

PROP R/W

2118

17

31 30

22D

28

G

19

23

25

R/W

PROP R/W

TLE

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CP 102

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131

1

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Text Box

Addendum No. 1 Project No. 581100 July 24, 2020 Revised Sheet P-1 1.) Fiber Optic on east side of CTH N now identified as Nsight 2.) Traffic signal conduit shown at CTH N & CTH KK intersection

PROJECT NO: 581700 HWY: CTH N COUNTY: OUTAGAMIE GENERAL NOTES SHEET: EFILE NAME: N:\3000869.00\Civil 3D\SheetsPlan\581700-020101-gn.ppt ORIGINATOR: OMNNI ASSOCIATES ORIG. DATE: MARCH 25, 2020 REV. DATE: PRINT DATE: July 27, 2020

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Projects 581100 & 581700 Page 1 of 6

CTH N Rev. 04/2020

BID FORM – REVISED 7/27/2020

PROJECT IDENTIFICATION: Project 581100


Traffic Signal Modifications

CTH N

Calumet & Outagamie Counties

Project 581700

CTH N & Wallace Street Intersection

Traffic Signal Installation

CTH N

Outagamie County

THIS BID IS SUBMITTED TO: Outagamie County Highway Department

Joe Zellmer, P.E., Highway Engineer

1313 Holland Road

Appleton, WI 54911

1. The undersigned BIDDER proposes and agrees, if this Bid is accepted, to enter into an agreement with OWNER in

the form included in the Contract Documents to perform and furnish all Work as specified or indicated in the

Contract Documents for the Bid Price and within the Bid Times indicated in this Bid and in accordance with the other

terms and conditions of the Contract Documents.

2. BIDDER accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to

Bidders, including without limitation those dealing with the disposition of Bid security. This Bid will remain subject to

acceptance for 90 days after the date of Bid opening. BIDDER will sign and deliver the required number of

counterparts of the Agreement with the Bonds and other documents required by the Bidding Requirements within 15

days after the date of OWNER's Notice of Award.

3. In submitting this Bid, BIDDER represents, as more fully set forth in the Agreement, that:

(a) BIDDER has examined copies of all the Bidding Documents and of the following Addenda, receipt of all

which is hereby acknowledged:

Addendum Number

Date of Addendum

(b) BIDDER has visited the site and become familiar with and is satisfied as to the general, local and site

conditions that may affect cost, progress, performance and furnishing of the Work;

(c) BIDDER is familiar with and is satisfied as to all federal, state and local Laws and Regulations that may

affect cost, progress, performance and furnishing of the Work.

(d) BIDDER is aware of the general nature of Work to be performed by OWNER and others at the site that

relates to Work for which this Bid is submitted as indicated in the Contract Documents.

Projects 581100 & 581700 Page 2 of 6

CTH N Rev. 04/2020

(e) BIDDER has correlated the information known to BIDDER, information and observations obtained from

visits to the site, reports and drawings identified in the Contract Documents and all additional

examinations, investigations, explorations, tests, studies and data with the Contract Documents.

(f) BIDDER has given ENGINEER written notice of all conflicts, errors or discrepancies that BIDDER has

discovered in the Contract Documents and the written resolution thereof by ENGINEER is acceptable to

BIDDER, and the Contract Documents are generally sufficient to indicate and convey understanding of

all terms and conditions for performing and furnishing the Work for which this Bid is submitted.

(g) This Bid is genuine and not made in the interest of or on behalf of any undisclosed person, firm or

corporation and is not submitted in conformity with any agreement or rules of any group, association,

organization or corporation; BIDDER has not directly or indirectly induced or solicited any other BIDDER

to submit a false or sham Bid; BIDDER has not solicited or induced any person, firm or corporation to

refrain from bidding; and BIDDER has not sought by collusion to obtain for itself any advantage over

any other BIDDER or over OWNER.

4. BIDDER will complete the Work in accordance with the Contract Documents for the following prices:

Project 581100 and 581700 581100

CTH

KK

Inters.

Quantity

581700

Wallace

St.

Inters.

Quantity

Total

Plan

Quantity

Unit Price Total


CTH N & Wallace St. Intersection

Calumet & Outagamie Counties

Item Unit Item Description

204.0195 EA. Removing Concrete Bases 3 2 5

643.5000 EA. Traffic Control 0.5 0.5 1

652.0325 L.F. Conduit Rigid Nonmetallic

Schedule 80 2-Inch 311 256 567

652.0605 L.F. Conduit Special 2-Inch - 322 322

655.0230 L.F. Cable Traffic Signal

5-14 AWG 253 228 481

655.0240 L.F. Cable Traffic Signal

7-14 AWG 234 110 344

655.0305 L.F. Cable Type UF

2-12 AWG Grounded 685 - 685

655.0515 L.F. Electrical Wire Traffic

Signals 10 AWG 1,523 696 2,219

655.0610 L.F. Electrical Wire Lighting

12 AWG 480 246 726

656.0200.01 L.S. Electrical Service Meter

Breaker Pedestal (CTH KK) 1 - 1

656.0200.02 L.S. Electrical Service Meter

Breaker Pedestal (Wallace) - 1 1

658.5069.01 L.S. Signal Mounting Hardware

(CTH N & KK) 1 - 1

658.5069.02 L.S. Signal Mounting Hardware

(CTH N & Wallace) - 1 1

Projects 581100 & 581700 Page 3 of 6

CTH N Rev. 04/2020

SPV.0060.01 EA. Concrete Bases, Type 1

Special 1 6 7

SPV.0060.02 EA. Concrete Bases, Type 2

Special 1 3 4

SPV.0060.03 EA. Install Concrete Bases,

Cabinet Basement 1 1 2

SPV.0060.04 EA. Pedestrian Push Buttons

Special 2 6 8

SPV.0060.05 EA. Pedestrian Signal Face

16-Inch Special 2 6 8

SPV.0060.06 EA. Traffic Signal Face 3S

12-Inch Special - 6 6

SPV.0060.07 EA. Traffic Signal Face 5S

12-Inch Special - 2 2

SPV.0060.08 EA. Luminaries Utility LED B

Special - 2 2

SPV.0060.09 EA. Removing Traffic Signal

Flasher - 2 2

SPV.0060.10 EA. Bollard - 2 2

SPV.0090.01 L.F. Cable Traffic Signal

20-14 AWG 1,523 696 2,219

SPV.0090.02 L.F. Video Detection Cable 765 - 765

SPV.0090.03 L.F. Tray Cable for Street Lighting

3-Conductor 12 AWG - 113 113

SPV.0105.01 L.S. Salvage and Reinstall Traffic

Signal Equipment (CTH KK) 1 - 1

SPV.0105.02 L.S. Microwave Vehicle

Detection System - 1 1

SPV.0105.03 L.S. Install Traffic Signal

Equipment (Wallace) - 1 1

TOTAL

Projects 581100 & 581700 Page 4 of 6

CTH N Rev. 04/2020

BIDDER acknowledges that unit quantities contained in some parts of the proposal are not guaranteed and final

payment will be based on actual quantities determined as provided in the Contract Documents.

5. BIDDER agrees that the Work will be substantially complete and completed and ready for final payment in

accordance with the Special Provisions on or before the dates or within the number of calendar days indicated in

the Agreement. BIDDER accepts the provisions of the Agreement as to liquidated damages in the event of failure

to complete the Work within the times specified in the Contract Documents.

6. The following documents are either attached hereto or previously submitted and made a condition of this Bid:

(a) Required Bid Security in the form of (Bond) (Certified Check) attached hereto in the amount of at least

ten percent (10%) of the maximum bid price.

(b) A tabulation of Subcontractors, Suppliers and other persons and organizations required to be identified in

this Bid.

7. Communications concerning this Bid shall be addressed to the address of BIDDER indicated below.

8. Terms used in this Bid which are defined in the General Conditions or Instructions will have the meanings

indicated in the General Conditions or Instructions.

SUBMITTED on

Contractor License No.

If BIDDER is:

An Individual

By (SEAL)

(Individual's Name)

doing business as

Business address

Phone No.

A Partnership

By (SEAL)

(Firm Name)

(General Partner)

Business Address

Phone No.

Projects 581100 & 581700 Page 5 of 6

CTH N Rev. 04/2020

A Corporation

By

(Corporation)

(State of Incorporation)

By

(Name of Person Authorized to Sign)

(Title)

(Corporate Seal)

Attest

(Secretary)

Business Address

Phone No.

A Joint Venture

By

(Name)

(Address)

By

(Name)

(Address)

(Each joint venturer must sign. The manner of signing for each individual, partnership and corporation that is a

party to the joint venture should be in the manner indicated above.)

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CTH N Rev. 04/2020

Subcontractor List

Contractor shall list all subcontractors including the name, address, phone number, contact person, description of work

and estimated dollar value of work.

Subcontractor

Name:

Address:

Contact: Phone:

Description: Amount:

Subcontractor

Name:

Address:

Contact: Phone:


Subcontractor

Name:

Address:

Contact: Phone:


Subcontractor

Name:

Address:

Contact: Phone:


The owner reserves the right to accept or reject any subcontractor.

Projects 581100 & 581700 CTH N 4 of 20

8. Traffic

The Department will provide primary traffic control devices (i.e. signs, drums, barricades, etc.) for performing roadway improvements. Any additional costs anticipated by the contractor for performing work on the project and maintaining traffic as further discussed in this section shall be compensated under the Traffic Control bid item or be considered incidental to the work item associated with the cost.

The contractor shall coordinate with the Department for changes to traffic control and lane closures. The contractor will be responsible for providing WisDOT certified flaggers and signs according to applicable standard detail drawings if work occurs outside the signed lane closures provided by the Department.

Perform this work in accordance with the requirements of Section 643 of the standard specifications, and as shown on the plans or as approved by the Department, except as hereinafter modified.

Submit to engineer for approval a detailed traffic control plan for any changes to the proposed traffic control details as shown on the plans. Submit this plan ten (10) days prior to the preconstruction conference.


CTH N will remain open to traffic with a minimum of one through lane open in each direction at all times.

Prior to de-energizing the traffic signals, the Department will install an all-way stop at the intersection of CTH N and CTH KK, to remain in place until the new signal is operational. Portable changeable message signs (PCMS) will be placed one week prior to implementation of the four-way stop control at the intersection by Department forces. Contact Joe Zellmer at (920) 832-5673 at least 14 calendar days prior to de-energizing the traffic signal to make arrangements for the PCMS placement and four-way stop control installation. The contractor shall limit the duration of the planned signal outage as deemed practical. In the event that the signal outage remains in place for more than seven (7) consecutive calendar days, the contractor shall temporarily cover the existing signal heads per the requirements of the MUTCD. Costs for temporarily covering and uncovering the signals shall be incidental to the contract.

Calumet County may close the south leg of CTH N for their resurfacing project for a period simultaneous with the contract work. Contact Brian Glaeser with the Calumet County Highway Department at (920) 849-1463 at least five (5) working days prior to lane closures and implementation of the four-way stop control at the CTH N and CTH KK intersection.

The driveway for the BP Gas Station at N9690 County N is permitted to remain closed during construction. Contact Joe Zellmer at (920) 832-5673 at least 14 working days prior to driveway closure to make arrangements for traffic control device placement and coordination with the property owner. Access to the property along CTH KK must be maintained at all times during the CTH N access closure.

No single lane closures shall occur on CTH KK while the signal is de-energized and under all-way stop control.

Keep sidewalks open unless otherwise shown on the plans or as approved by the Department. Maintain pedestrian access to adjacent properties, businesses, schools, and at bus stops or provide where necessary, as directed by the engineer.

Provide adequate temporary sidewalk and bridging between the curb and right-of-way line over freshly paved concrete or other obstructions in the sidewalk area, as directed by the engineer.

CTH N & Wallace Street Intersection

The Department will provide signs, traffic control drums and barricades as necessary for the following single lane closures:

• Stage 1: Lane closure for CTH N northbound traffic and Wallace Street to set bases beyond the curb and gutter and perform storm sewer, sidewalk and roadway work.

• Stage 2: Lane closure for CTH N southbound traffic to set bases beyond the curb and gutter and perform sidewalk and roadway work.

CTH N shall remain open to traffic with a minimum of one lane open in each direction at all times. Roadway may be reduced to one lane utilizing standard detail drawings and/or flaggers between the hours of 9:00 A.M. and 3:00 P.M., Monday through Friday. Inquire with the Department Highway Engineer for allowable lane closure hours beyond these timeframes.

Projects 581100 & 581700 CTH N 5 of 20

Keep sidewalks open unless otherwise shown on the plans or as approved by the engineer. Maintain pedestrian access to adjacent properties, businesses, schools, and at bus stops or provide where necessary, as directed by the engineer.

Provide adequate temporary sidewalk and bridging between the curb and right-of-way line over freshly paved concrete or other obstructions in the sidewalk area, as directed by the engineer.

Projects 581100 & 581700 CTH N 13 of 20

16. Install Concrete Bases, Cabinet Basement, Item SPV.0060.03

A Description

This special provision describes furnishing and installing prefabricated concrete bases provided by the Department for traffic signal cabinets in accordance with the pertinent provisions of Section 654 of the Standard Specifications, and as hereinafter provided.

B Materials

The Department will provide the precast concrete cabinet basement.

Furnish all other materials in accordance with section 654.2 of the standard specifications, with the following exceptions:

Replace Subsection 654.2(6) with the following:

(6) Use schedule 80 PVC electrical conduit conforming to the electrical conduit specified in State Standard Specifications Section 652.

Append Subsection 654.2 with the following:

(7) Furnish a prefabricated foundation, including hardware, as shown in the plan details.

C Construction

Verify all final base locations with the Outagamie County Highway Engineer Joe Zellmer at (920) 209-9807 before construction. Contact at least five (5) working days prior to proposed field verification date to make arrangements.

Confirm scheduled availability for cabinet basement at least two (2) weeks in advance of scheduled installation date. In addition, contact Outagamie County Highway Engineer Joe Zellmer at (920) 209-9807 three (3) business days in advance to coordinate pickup of cabinet basement. Use an approved expandable foam sealant at conduit entrances and knockouts. Foam shall expand to completely seal out debris and moisture from entering the cabinet basement. Fill excavations or voids with backfill compacted in 8-inch lifts with engineer-approved tamping equipment.

Upon installation of new traffic signal control cabinet and decommissioning of existing traffic signal cabinet, when applicable, remove the existing cabinet basement and dispose of offsite. Backfill resulting void and dispose of existing cabinet basement according to standard specification 204.

D Measurement

The department will measure Install Concrete Bases, Cabinet Basement as each individual base furnished and installed, acceptably completed.

E Payment

The department will pay for measured quantities at the contract unit price under the following bid item:

ITEM NUMBER DESCRIPTION UNIT

SPV.0060.03 Install Concrete Bases Cabinet Basement EACH

Payment is full compensation for furnishing and installing prefabricated concrete base; for removing, backfilling, and disposing of existing cabinet basement when necessary; for disposing of excess materials and debris; and for furnishing all labor, tools, equipment, and incidentals necessary to complete the contract work.