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CITY OF FITCHBURG

CONTRACT DOCUMENTS & SPECIFICATIONS

Median Turf Maintenance 2027-2029

Request For Proposals

DEPARTMENT OF PUBLIC WORKS: PARKS DIVISION

CITY OF FITCHBURG

5520 LACY ROAD

FITCHBURG, WISCONSIN 53711

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REQUEST FOR BIDS

Owner Name: City of Fitchburg

Project Name: Median Turf Maintenance and various locations.

The City of Fitchburg will receive Bids no later than 11:00 a.m., Thursday, July 16th, 2026 at the office of the City of Fitchburg Parks Department, 5520 Lacy Road, Fitchburg, WI, 53711.

The City of Fitchburg plans to contract turf and trimming maintenance for 3 years of selected medians on Fish Hatchery, McKee Rd, Lacy Rd, Fitchrona Rd among other areas. We expect the selected contractor to begin work the week of April 1st 2027 and conclude November 1st 2029.

All Bids shall be on bid forms prepared by the City of Fitchburg and shall be submitted by the specified time on July 16th, 2026.

All Bids shall be in sealed envelopes with "Median Turf Maintenance” labeled across the front or Submitted electronically via QuestCDN.

City of Fitchburg reserves the right to reject any or all bids or to waive any irregularities in any bid, or to accept any bid which will best serve the interest of the City of Fitchburg.

Questions may be asked prior to July 9th and may be directed to:

Johren Frydenlund Park & Forestry Maintenance Supervisor City of Fitchburg 1-608-729-1750 johren.frydenlund@fitchburgwi.gov

END

A live Q&A session will occure July 9, 2026 at 10 AM via Teams

Join:

https://teams.microsoft.com/meet/272383840889897?p=csBKyYl DiQnqip2kHu

Meeting ID:

272 383 840 889 897 Passcode:

3XK7Yq7s

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STANDARD SPECIFICATIONS

1. PURPOSE AND INTENT OF DOCUMENTS – It is the purpose and intent of the accompanying specifications to include any and all labor, materials, tools, equipment, skill and services necessary or required to produce the finished results described herein.

The contractor shall thoroughly acquaint himself with the requirements of these specifications, and shall provide all items of material, services, labor, skill and equipment called for in the specification in order to complete the project in accordance with the specification.

2. NOTICE TO BEGIN WORK – The Contractor shall receive notice to begin work after

April 1st, 2027. The Contractor shall notify the Owner at least ten (10) business days in advance of the commencement of work. The Owner may require a preconstruction meeting.

3. LABOR – All contractors and sub-contractors employed upon the work shall and will be required to conform to the labor laws of the State of Wisconsin and the various acts amendatory and supplementary thereto, and to all other laws, ordinances and legal requirements applicable thereto.

All labor shall be performed in the best and most workmanlike manner by mechanics skilled in their respective trades. The standards of the work required throughout shall be of such grade that will bring results of the first class only. Any work showing lack of competence and/or first class craftsmanship will be rejected.

4. CONTROL AND INSPECTION OF WORK - All work performed by the Contractor shall be done in conformance with the specifications of this document or the directions of Owner. The specifications of this document take precedence unless the Contractor and Owner agree otherwise. Any work or material that is found not to meet the specifications of this document shall be redone or replaced at the Contractor’s expense.

5. SUPERVISION AT THE WORK SITE - The Contractor shall designate one (1) person on each work crew to be responsible to the Owner for traffic control set-ups, marking and measuring work, acquisition of construction materials, systematic scheduling, etc. The said designated person shall be familiar with the work, may be a member of the work crew, and have authority to act for the Contractor and is able to receive and execute orders.

6. CONDITION OF WORK SITE DURING WORK HOURS - All machinery, equipment and materials of the Contractor shall be situated so as not to endanger the public, or inconvenience public travel on open traffic lanes. Contractor’s equipment and work operation shall not cause unnecessary annoyance to the public.

7. PROTECTION OF PUBLIC AND PRIVATE PROPERTY - Contractor shall take precautions to avoid damage to public or private property during all stages of Contractor’s work. Upon completion of work, Contractor shall restore the work site area to a condition similar to that before work commenced. Restoration shall include paved surfaces, lawns, and any private or public property affected.

8. OVERNIGHT STORAGE OF EQUIPMENT AND CONDITION OF WORK SITE - Work sites shall be restored to an orderly condition with no loose debris and materials and equipment

4 | P a g e neatly arranged at the end of each day. The Contractor shall comply with Owner’s instructions concerning overnight storage. The Owner may provide Contractor with temporary storage space.

9. CONSTRUCTION NOISE ABATEMENT - Each item of motorized construction equipment shall be equipped with a muffler constructed according to the equipment manufacturer's specifications or a system of equivalent noise reducing capability. Muffler and exhaust systems shall be maintained in good operating condition, free from leaks and holes.

10. NOTICE TO PROPERTY OWNERS - Contractor shall notify property owners that might be inconvenienced by Contractor work. Contractor shall take necessary steps to minimize any inconvenience Contractor work brings upon property owners.

11. INSURANCE - The Contractor shall purchase and maintain such comprehensive general liability and other insurance as is appropriate for the work being performed and furnished and shall provide protection from claims set forth below which may rise out of or result from Contractor's performance and furnishing of the work and Contractor's other obligations under the Contract Documents, whether it is to be performed directly or indirectly by any of them or by anyone from whose acts any of them may be liable:

1. Claims under workers' or workmen's compensation, disability benefits and other similar employee benefit acts;

2. Claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees;

3. Claims for damages because of bodily injury, sickness or disease, or death of any person other than Contractor's employees;

4. Claims for damages insured by personal injury liability coverage which are sustained (a) by any person as a result of an offense directly or indirectly related to the employment of such person by Contractor, or (b) by any other person for any other reason;

5. Claims for damages, other than to the work itself, because of injury to or destruction of tangible property wherever located, including loss of use resulting there from;

6. Claims arising out of operation of Laws or Regulations for damages because of bodily injury or death of any person or for damage to property; and

7. Claims for damages because of bodily injury or death of any person or property damage arising out of the ownership, maintenance or use of any motor vehicle.

The insurance required by this paragraph shall include the specific coverages and be written for not less than the limits of liability and coverages required by law or as follows, whichever is greater.

All policies shall include Owner as their interests may appear and their employees and agents as additional insured.

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1. Worker' Compensation Wisconsin Statutory

2. Comprehensive General Liability

A. Bodily Injury (Including completed operations products liability and broad form):

$500,000 Each Occurrence $500,000 Annual Aggregate or a combined single limit of $500,000

B. Property Damage liability insurance shall provide Explosion, Collapse and

Underground coverages.

C. Personal Injury to include hazards A, B, and C.

Zero participation, deletion of employment exclusion.

$500,000 Annual Aggregate

3. Comprehensive Automobile Liability:

Bodily Injury $500,000 Each Person

Property Damage or combined single limit of $500,000

4. Other Insurance

Umbrella/excess liability - umbrella form Coverage shall be a minimum of $1,000,000

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PROPERTY MOWING SPECIFICATIONS

Objective. It is the intent of the City of Fitchburg to hire a contractor for a 3-year contract

(2027, 2028, and 2029) to maintain median areas (mowing and trimming) within the city to the specifications listed below. The City may elect to add or delete areas at anytime during the contract.

Description of Work. The Contractor agrees to trim, maintain, and mow the grass on certain areas in the manner specified in this agreement. The City will select one (1) contractor to do this work. Specifications for the work to be performed by the Contractor will be as follows:

- Mowing. The Contractor shall mow the park-governed areas as often as the growth rate dictates in so far as to maintain a maximum height of three and on half (3.5) inches. No more than one third of the grass blade is to be removed at any one time. Anywhere a terrace is mowed with a sidewalk or asphalt path, a minimum of 6’ shall be mowed on the opposite side of the sidewalk or path. In preparation for the dormant season, the Contractor shall lower his mowing height to two and three quarter (2.75) inches for the final cut of the season.

Clippings shall not be discharged in landscape beds or roadways. The roadways take precedence.

- Trimming. The Contractor shall string trim the grass around curbs including the crack between curb and asphalt, trees, bushes, planting beds, utility poles, sign posts, brick pavers, concrete end caps, and other objects, as required, to provide a uniform appearance.

- Tree Suckers – The contractor shall keep tree suckers trimmed from the base on all trees. Pruning shears shall be used, not string trimmers.

- Solid Surface Medians – Some medians are solid surface and contain concrete, colored concrete, stamped concrete, bricks, asphalt or other with in them. All medians of this nature shall be inspected cleaned of all debris, and trimmed as part of the mowing cycle. All weeds and growth within them shall be string trimmed to ground level, including the curb and gutter.

● Trimming will be inspected periodically. If there is an issue with the quality or completeness of work, the city will notify the contractor in writing and deduct 20% from the contracted price for that mowing cycle.

- Cleanup. It is the Contractor’s responsibility to maintain the park & roadway areas in a neat and attractive condition. All litter and debris shall be collected and removed prior to mowing. When finished mowing, the Contractor shall remove any grass clippings from curbs, sidewalks, or streets adjoining the areas, and any litter or debris exposed during the mowing and trimming process.

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● Cleanup will be inspected periodically. If there is an issue with the quality or completeness of work, the city will notify the contractor in writing and deduct 30% from the contracted price for that mowing cycle.

Provisions of Labor, Tools and Equipment. The Contractor shall furnish and pay all necessary expenses for all labor, tools and equipment in connection with the program of property mowing and trimming as designated by the City.

Quantities. Whenever a bid is sought seeking a request for services, the sq/ft quantities shall be construed as estimates for the purpose of obtaining unit prices unless otherwise stated. The city reserves the right to increase or decrease the stated quantities during the term of the contract.

Contract Life – The term of the contract is for three (3) seasons (2027, 2028, and 2029).

Each season beginning approximately the middle of April and ending the end of October.

Any additional work added to the contract amount shall be completed at the original contract unit prices and documented with a change order.

Observance of Laws and Ordinances. The Contractor shall observe all ordinances regarding the obstruction of streets and driveways, maintaining signals and open passageways, and protecting the same where exposed.

Reporting of Damage. The Contractor shall be held liable for any and all damages to landscaping, turf, trees, private vehicle or structures on the public properties caused by the

Contractor during his work in fulfilling this agreement. All such damages shall be reported to the Parks and Forestry Manager and rectified as soon as possible. Trees damaged or girdled by contractor using mowers, string trimmers or other means shall be replaced by contractor at no cost to the city with similar size and species of tree. Any vandalism or storm damage to the park area, or to any of the trees, bushes or objects located in the park area shall be reported to the Parks and Forestry Manager, as soon as possible, by the Contractor.

Hours of Work. The Contractor may perform the work on any day(s) between the hours of 7:00 a.m. and 7:00 p.m.

Equipment. The Contractor shall be responsible for providing, maintaining, and transporting all necessary equipment and fuel for its use, in connection with the program of mowing and trimming described in this Agreement. It is highly recommended that rear discharge mowers be used for mowing. All lawn and grass mower blades shall be kept sufficiently sharp to provide a clean and even cut. The Contractor shall provide all other tools and supplies necessary for performing the required work.

OSHA Requirements. All work including site safety, equipment, materials, and fabricated items provided under the contract shall comply with the provisions of the

“Occupational Safety and Health Act”.

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Supervision, Consultation and Reporting. The Contractor shall strictly follow the

City’s work priorities, maintenance methods and management techniques. Upon request by the Contractor, an authorized municipal representative will accompany the Contractor to work areas to further clarify or describe maintenance methods and procedures. The

Contractor shall report any major problem with turf disease, insect infestation or any other problem that may cause turf areas to fail. All work shall be performed under the guidance of the Parks and Forestry Manager or his authorized representative and subject to his approval. The Contractor shall consult with the Parks and Forestry Manager or his authorized representative regarding the details, scheduling and performance of the mowing and trimming work, and shall provide monthly reports.

Accident Prevention. The Contractor shall exercise precaution at all times for the protection of persons and property. Safety provisions of all applicable laws and ordinances shall be strictly observed. The Parks and Forestry Manager or his authorized representative may require the Contractor to discontinue hazardous work practices upon verbal or written notice. It is required that the Contractor keep the necessary guards and protective devices on all machinery used to perform work so to prevent injury to the public or damage to public or private property.

Method of Payment. Contractor shall submit monthly invoices, to City of Fitchburg

Parks, Recreation, and Forestry Department, 5520 Lacy Road, Fitchburg, WI 53711.

Length of Agreement. The agreement shall expire on December 31, 2029

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MOWING BID FORM

2027 - 2029 Mowing & Trimming Locations

The City of Fitchburg reserves the right to select any individual area or all listed areas at any time. Select areas may be under construction or under maintenance agreements for a specific year and maintenance may not be required by contractor for a specific time period.

The undersigned proposes to mow and trim the park governed areas listed on the attached “2027-

2029 mowing & trimming locations” in accordance with the “property mowing” Specifications attached and made a part hereof. The price per mowing shall remain the same for all 3 years.

Map

Ref.

Area

Location & Description

Approx

SqFt to

Mow Trimming and

Solid Surface areas not included in sq/ft

Price Per

Mowing

1 Medians on Greenway Cross both East and West of Fish

Hatchery & Median and West Terrace on Fish N of

Greenway to Exit Ramp– colored and washed concrete areas shall have weed control and string trimming. See plan set for N Fish Hatchery Rd Streetscaping for more specific details. Median Mix areas maintained by others.

19,831

2 Medians on Fish Hatchery Road from Greenway Cross south to Traceway – see plan set for N Fish Hatchery Rd street scaping for more specific details. All turf sod areas shall be mowed. All other colored and washed concrete areas shall have weed control and string trimming. Median

Mix areas maintained by others.

3,902

3 Medians on Post Road just east and west of Fish Hatchery

Rd.

1,340

4 Medians on Fish Hatchery Road from Traceway south to

PD McKee Rd – see plan set for N Fish Hatchery Rd streetscaping. All turf sod are as shall be mowed. All other colored and washed concrete areas shall have weed control and string trimming. Median mix areas and planting beds with bark mulch maintained by others.

18,320

5 Terrace areas around the bike bridge over Fish Hatchery Rd at HWY PD 23,774

6 Medians on Fish Hatchery Road from McKee Road/PD

South to Cheryl Parkway (No Maps) 56,180

7 Medians on Fish Hatchery Road from Cheryl Parkway

South to Lacy Road (No Maps) 17,331

Medians on Fish Hatchery Road from Lacy Road South to

Bryneland Street (No Maps)

29,131

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Map

Ref.

Area

Location & Description

Approx

SqFt to

Mow Trimming and

Solid Surface areas not included in sq/ft

Price Per

Mowing

Medians on Fitchrona Road from McKee Road/PD to

Nesbitt Road including Nesbitt roundabout, and solid surface islands around roundabout on Nesbitt and

Fitchrona. Also Include median on Fitchrona Rd directly

North of McKee Rd.

29,657

Terraces on Nesbitt Road west of Limestone Lane.

7,173

11 Medians on McKee Road/PD from City of Madison east to

Verona Rd, include turn lane medians on Fitchrona Rd and

Hard Rock, medians under Verona Rd, and turn lane medians.

26,433

12 Medians on McKee Road/PD from Verona Road east to

Seminole Highway including all turn lane medians.

24,778

13 Medians on McKee Road/PD from Seminole Highway east to Osmundsen Road (No Maps) 24,454

14 Medians on McKee Road/PD from Osmundsen Road east to Richardson Road (No Maps) 28,365

15 Medians on McKee Road/PD from Richardson st east to

Triverton Pike (No Maps) 38,614

16 Medians, Roundabout, and select terrace areas on Lacy Rd from Haight Farm to E. Cheryl (see map for more details)

Including Solid surface areas and colored concrete.

Note: Infiltration swale on Lacy just north of Haight Farm

Rd shall have 1 swipe mowed on the back side of the curb

37,866

17 Median on E. Cheryl from Syene to Lacy (No Maps)

7,910

18 Median, roundabout, and select terrace areas on Lacy from

E. Cheryl east to HWY 14 bridge (see map for more details) Including Solid surface areas and colored concrete.

31,416

19 Median and select terrace areas on Lacy from HWY 14 bridge east to Cty Hwy MM, including Medians on MM north and south of Lacy. (see map for more details)

Including Solid surface areas and colored concrete.

57,865

TOTAL COST PER VISIT ALL AREAS

484,340

Cost per sq/ft to add additional areas to maintain at a future date.

Cost per sq/ft to add additional solid surface areas at a future date.

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MOWING BID FORM

THE UNDERSIGNED AGREES THAT THE PRICES QUOTED ABOVE ARE THE TOTAL

COST TO THE CITY OF FITCHBURG PER MOWING & TRIMMING FOR THE AREAS

IDENTIFIED ABOVE.

DATED THIS _______ DAY OF _______________________, 2026

CONTRACTOR’S NAME: ___________________________________

ADDRESS: _______________________________________________

PHONE NUMBER: _________________________________________

E-MAIL ADDRESS: ________________________________________

SIGNATURE: _____________________________________________

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CONTRACT

This Contract made _____ _____ with ____________ _____ hereinafter called the "Contractor", and the City of Fitchburg, hereinafter called the "Owner".

WITNESS, THAT the Contractor and the Owner for the consideration stated herein agree as follows:

ARTICLE I - Scope of Work. The Contractor shall perform everything required to be performed and shall provide and furnish all of the labor, materials, necessary tools, expendable equipment, and all utility and transportation services required to perform and complete in a workman-like manner all the work required in connection with the Turf Maintenance of Medians and various locations of the Owner, all in strict accordance with the Plans and Specifications, prepared by the City of Fitchburg, acting and in these Contract Documents referred to as the Parks and Recreation Department, which Plans and Specifications are made a part of this Contract, and in strict compliance with the Contractor Proposal and other Contract Documents herein mentioned which are a part of this Contract; and the Contractor shall do everything required by this Contract and the other documents constituting a part thereof.

ARTICLE II - Compensation to be paid to the Contractor. In consideration of the completion of the work described herein and in fulfillment of all stipulations of this Contract to the satisfaction and acceptance of the Owner, the Owner shall pay and the said Contractor further agrees to receive and accept payment based on the prices bid for material and labor as set forth in the conformed copy of Contractor Proposal hereto attached, which prices shall agree with those in the accepted

Contractor's Proposal as filed with the Owner on the ________ day of __________, 2026 as full compensation for furnishing all the equipment and materials, and for the costs of all premiums on insurance and bonds and for all work contemplated and specified in this Contract; also for all loss or damage arising out of the nature of the work aforesaid, or from the action of the elements, or from any unforeseen obstructions or difficulties which may be encountered in the prosecution of the same; and for all risks of every description connected with the work; and for well and faithfully completing the work and the whole thereof, in full compliance with the Specifications and the requirements of the Engineer under them. There shall be no measurement or separate payment for any items not listed and all costs pertaining thereto shall be included in the contract unit prices for the items listed unless agreed to in writing prior to construction.

ARTICLE III – Termination Clause. The OWNER may terminate this Agreement effective seven days after sending written notice to the FIRM upon the happening of the following events:

- The FIRM fails to perform any services required by this Agreement in a timely and professional manner or fails reasonably to cooperate with the OWNER

-In the event of termination under this section, owner will not be liable to contractor for any damages under this contract.

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ARTICLE IV - Component Parts of This Contract. This Contract consists of the following component parts, all of which are as fully a part of this Contract as if herein set out verbatim, or, if not attached, as if hereto attached.

I. Request for Bids

II. Standard Specifications

III. Property Mowing Specifications

IV. Mowing Bid Form

V. Contract (this document)

In the event that any provision in any of the above component parts of this Contract conflict with any provision in any other of the component parts, the provision in the component part first enumerated above shall govern over any other component part which follows it numerically, except as may be otherwise specifically stated.

IN WITNESS WHEREOF, the parties hereto have caused this instrument to be executed in two (2) original counterparts the day and year first written above.

___________________________________ Attest:

Company

By: ________________________________ By: ________________________________

Title: ______________________________ Title:______________________________

(SEAL)

City of Fitchburg Attest:

By: ________________________________ By:________________________________

Julia Aratta-Fratta Tracy Oldenburg

Mayor City Clerk

By: _____________________________

Misty Dodge

Comptroller johren.frydenlund Callout Area 1 johren.frydenlund johren.frydenlund

Area 1 Mow and trim all turf from Greenway N to exit ramp 12000sq/ft johren.frydenlund

Area 2 johren.frydenlund johren.frydenlund johren.frydenlund johren.frydenlund

Area 3 johren.frydenlund

Area 3 johren.frydenlund johren.frydenlund

Area 4 johren.frydenlund johren.frydenlund johren.frydenlund johren.frydenlund johren.frydenlund johren.frydenlund

Area 4 johren.frydenlund johren.frydenlund

Area 5 All Terrace Turf Area

Area 5 All terrace Turf area

Area 5 All Turf Areas johren.frydenlund Callout Area 5 All terrace Turf Area johren.frydenlund

Area 5 All terrace turf area

Nesbit Rd Limestone Ln

Mowing area#10

Legend Contracted Mowing Area

1 inch = 125 feet

S I G

N

S I G

N

S I G

N

INL INL

M H

U

C

I N

L

S I G

N

S I G

N

INL

INLINL

INL

I N

L

I N

L

I N

L

INL

MH

IN

L

INL

IN

L

M H

U/C

W

W

W

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QUARRY

QUARRY

QUARRY

W

W

W

M H

M H

S I G

N

W

I N

L I N

L

I N

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IN

L

IN

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M H

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U/C

I N

L

M H

S I G

N

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MH

MH

MH

M H

W W

W

W

I N

L I N

L

U/C

POSTPOST

S I G

N

P

P

P P P

P

P

P

P

25'

B

B B

B

B

B

B B

B

B

B

B B

30'

WB CTH PD (MCKEE ROAD)

EB CTH PD (MCKEE ROAD)

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

M A

T C

H L

IN

E

E B

F

IT

C H

R O

N A

R O

A D

F

IT

C H

R O

A D

H A

R D

R O

C K

A D

C

C

C C

WISDOT/CADDS SHEET 42

EHWY: USH 18 COUNTY: DANE

S:\MAD\1000--1099\1089\329\Micros\PLAN\0877\022006_ec.dgnFILE NAME : 9/14/2017 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO: 1206-08-77

PLOT NAME :

EROSION CONTROL - CTH PD (MCKEE RD) (EB & WB) SHEET

AC

AC

AC

AC

AC

AC

AC

AC

AC

74+00 WB 75+00 WB 76+00 WB 77+00 WB 78+00 WB 79+00 WB 80+00 WB 81+00 WB 82+00 WB 83+00 WB 84+00 WB 85+00 WB 86+00 WB 87+00 WB

74+00 EB 75+00 EB 76+00 EB 77+00 EB 78+00 EB 79+00 EB 80+00 EB 81+00 EB 82+00 EB 83+00 EB 84+00 EB 85+00 EB 86+00 EB 87+00 EB

88+00 EB

74+00 EB 75+00 EB 76+00 EB 77+00 EB 78+00 EB 79+00 EB 80+00 EB 81+00 EB 82+00 EB 83+00 EB 84+00 EB 85+00 EB 86+00 EB 87+00 EB

88+00 EB

C INLET PROTECTION TYPE C

AC

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

PLACE INLET PROTECTION TYPE D.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

EROSION MAT CLASS I TYPE B

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

SLOPE INTERCEPT

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

INLET PROTECTION TYPE FLIFLI

EXISTING INLET

D INLET PROTECTION TYPE D

CONCRETE 5-INCH

COLORED AND STAMPED

90 Percent Submittal 9-15-17, Not For Construction johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund

Areas 11 Continue to City limits

Area 9

Polygon Line johren.frydenlund Polygon Line johren.frydenlund Line johren.frydenlund Polygon Line johren.frydenlund

Area 9

A/C

C A

C

S

IG

N

MH

W

WW

W

W

W

W

INL

INL

IN

L

W

INL

M H

W

SCALE

U/C

I N

L

INL

SIGN

S

IG

N

SIG

N

T

SIGN

I N

L

INL

I N

L

INL

INL

M H

M H

M H

W

W

W

W

M H

INL

I N

L

M H

M H

W

S

IG

N

SIGN

CAPS

FILLER

INL

INL

I N

L

W

T W

M H

INL

M H

M H

POST

A

C

FLAG

P

P

P

L

L

L

L

P

L

KING JAMES WAY

M A

T C

H L

IN

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N E S B

IT

T

R O A D

K A

P

D

W

U

H

(V

E R

O

A D

U

H

(V

E R

O

A D

EB CTH PD (MCKEE ROAD)

WB CTH PD (MCKEE ROAD)

C C

C

AC

AC

AC

C

STA. 901+00 VR

MATCHLINE

STA. 101+00 A

MATCHLINE

STA. 101+00 D

MATCHLINE

STA. 106+00 B

MATCHLINE

STA. 906+00 VR

MATCHLINE

M P

L

M

M P

P RAMP

D

C

C

AC

D

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

M A

T C

H L

IN

E

AD

AC

D

B

AC

B

AC

D

C C

C

B

STA. 6+00 C

MATCHLINE

AC

AD AD

AD

AC

AD

AC

AC

AC

AC

AC

AC AC

AC

AC

AB

AC AB

AC

A

AC

AC

AC

AC

AC

AB

AB

AB

AB

AC

WISDOT/CADDS SHEET 42

EHWY: USH 18 COUNTY: DANE

S:\MAD\1000--1099\1089\329\Micros\PLAN\0877\022002_ec.dgnFILE NAME : 9/14/2017 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO: 1206-08-77

PLOT NAME :

EROSION CONTROL-USH 18/151, RAMPS, SIDEROADS (VR,A,B,C,D,EB,&WB) SHEET

M

M

RAM

M

M P

AD

FLI

FLI

D

D

C

AC

AC

AC

88+00 WB 89+00 WB 90+00 WB 91+00 WB 92+00 WB 93+00 WB 94+00 WB 95+00 WB 96+00 WB

97+00 WB

98+00

WB

99+00 WB 100+00 WB

101+00 WB

102+00 WB

88+00 EB

89+00 EB

90+00 EB

91+00 EB

92+00 EB

93+00 EB

94+00 EB

95+00 EB

96+00 EB

97+00 EB

98+00 EB

99+00 EB 100+00 EB 101+00 EB

102+00

EB

103+0

0 EB

1+

V

98+00 EB

99+00 EB 100+00 EB 101+00 EB

102+00

EB

103+0

0 EB

88+00 EB

89+00 EB

90+00 EB

91+00 EB

92+00 EB

93+00 EB

94+00 EB

95+00 EB

96+00 EB

97+00 EB

98+00 EB

99+00 EB 100+00 EB 101+00 EB

102+00

EB

103+0

0 EB

98+00 B 99+00 B

100+00 B 101+00 B

102+00 B 103+

00 B

4+

B

1+

3+

D

104+0 0 D

105+00 D 106+00 D

1+00 C

2+ C

3+

C

1+

A

+0

A

106+00 A

2+00 M

7+00 P

8+00 P

1+00 PL 2+00 PL 3

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

PLACE INLET PROTECTION TYPE D.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

EROSION MAT CLASS I TYPE B

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

SLOPE INTERCEPT

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

INLET PROTECTION TYPE FLIFLI

EXISTING INLET

D INLET PROTECTION TYPE D

CONCRETE 5-INCH

COLORED AND STAMPED

90 Percent Submittal 9-15-17, Not For Construction johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund

Areas 11

INL

RIPRAPRIPRAP

W

W

W

W

W

MH

MH

INL

INL

MH

MH

MHMH

MH

INL

MH

INL

W

INL

MH

A/C

S C

A L E

MH

RIPRAP RIPRAP RIPRAP

SIGN

W

W

W

W

CAPS

FILLER

SIGN

MH

POST

MH

POSTPOST

POST

MH

WV

POST

POST

MH

WV

GUYGUY

GUY

M H

M H

M H

IN

L

IN

L

IN

L

GUY

POST

POST

POST

GUY

POST

POST

POSTPOST

POST

TILETILE

POST

TILETILETILETILE

TILE

TILETILE

POST

MH

SIGN

MH

MH

M A

T C

H L

IN

E

WB CTH PD (MCKEE ROAD)

EB CTH PD (MCKEE ROAD)

C O

M M

E R

C E

P

A

IV

E

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

WISDOT/CADDS SHEET 42

EHWY: USH 18 COUNTY: DANE

S:\MAD\1000--1099\1089\329\Micros\PLAN\0877\022007_ec.dgnFILE NAME : 9/14/2017 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO: 1206-08-77

PLOT NAME :

EROSION CONTROL - CTH PD (MCKEE RD) (EB & WB) SHEET

C

C C

C

C C C C C C

C

AC

AC

AC

AC AD

AD

AD

AC

AC

AC

AC

AC AC

AC

AC

AC AC

AC

AD

AD

PARK DRIVE

LOW POINT OF COMMERCE

IN EXISTING INLETS AT

PLACE INLET PROTECTION

130' \

LANDSCAPING STONE REQ'D

SALVAGE AND REPLACE

AC

103+00 WB 104+00 WB 105+00 WB 106+00 WB 107+00 WB 108+00 WB 109+00 WB 110+00 WB 111+00 WB 112+00 WB 113+00 WB 114+00 WB 115+00 WB 116+00 WB 117+00 WB

102+00

EB

103+0

0 EB

104+00

EB

105+00 EB

106+00 EB

107+00 EB

108+00 EB 109+00 EB 110+00 EB 111+00 EB 112+00 EB 113+00 EB 114+00 EB 115+00 EB 116+00 EB 117+00 EB 118+00 EB

102+00

EB

103+0

0 EB

104+00

EB

105+00 EB

106+00 EB

107+00 EB

102+00

EB

103+0

0 EB

104+00

EB

105+00 EB

106+00 EB

107+00 EB

108+00 EB 109+00 EB 110+00 EB 111+00 EB 112+00 EB 113+00 EB 114+00 EB 115+00 EB 116+00 EB 117+00 EB 118+00 EB

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

PLACE INLET PROTECTION TYPE D.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

EROSION MAT CLASS I TYPE B

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

SLOPE INTERCEPT

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

INLET PROTECTION TYPE FLIFLI

EXISTING INLET

D INLET PROTECTION TYPE D

CONCRETE 5-INCH

COLORED AND STAMPED

90 Percent Submittal 9-15-17, Not For Construction johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund Polygon johren.frydenlund

Areas 12

20+00 PD +50 PD 21+00 PD +50 PD 22+00 PD +50 PD 23+00 PD +50 PD 24+00 PD +50 PD 25+00 PD +50 PD 26+00 PD

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

EXISTING INLET

D

CONCRETE 5-INCH

COLORED AND STAMPED

TEMPORARY DITCH CHECKS

CULVERT PIPE CHECKS

MULCHING

P TREE PROTECTION

INLET PROTECTION TYPE D SPECIAL

PLACE INLET PROTECTION TYPE D SPECIAL.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

M A

T C

H L

IN

E

S

T A

EB CTH PD (MCKEE ROAD)

WB CTH PD (MCKEE ROAD)

M A

T C

H L

IN

E

S

T A

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

S:\MAD\1200--1299\1275\027\Micros\PLAN\022002_ec.dgnFILE NAME : 7/25/2019 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO:5849-02-02 CTH PD DANE

PLOT NAME :

EROSION CONTROL - CTH PD (MCKEE ROAD) SHEET

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

AC

AC

AC

AC

AC

AC

AC

AC

R-13-331

R-13-330

AD

AC

AC

johren.frydenlund

Area 12

POST

26+00 PD +50 PD 27+00 PD +50 PD 28+00 PD +50 PD 29+00 PD +50 PD 30+00 PD +50 PD 31+00 PD +50 PD 32+00 PD

1+

T

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

EXISTING INLET

D

CONCRETE 5-INCH

COLORED AND STAMPED

TEMPORARY DITCH CHECKS

CULVERT PIPE CHECKS

MULCHING

P TREE PROTECTION

INLET PROTECTION TYPE D SPECIAL

PLACE INLET PROTECTION TYPE D SPECIAL.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

M A

T C

H L

IN

E

S

T A

M A

T C

H L

IN

E

S

T A

EB CTH PD (MCKEE ROAD)

WB CTH PD (MCKEE ROAD)

S P

O

IV

E

B A

D G

A

A

IL

MATCHLINE STA. 6+00 BT

MATCHLINE STA. 9+50 BT

N O

R

H

T U

T H

S O

U

T U

T H

MATCHLINE STA. 16+00 SP

MATCHLINE STA. 109+50 NP

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

S:\MAD\1200--1299\1275\027\Micros\PLAN\022003_ec.dgnFILE NAME : 7/25/2019 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO:5849-02-02 CTH PD DANE

PLOT NAME :

EROSION CONTROL-CTH PD(MCKEE ROAD),SPOKE DRIVE,&BADGER TRAIL SHEET

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

AD

AD

AD

AC

AC

AC

AC

AC

AD

AD

AD

AD

AD

AD

AD

AC

AC

AC

AD

AD

AD

AC

AC

AC

AC

AD

AB

AC

AB

RIPRAP MEDIUM REQ'D (10' x 2')

RIPRAP MEDIUM REQ'D (10' x 2')

(8' x 2')

RIPRAP MEDIUM REQ'D

(11' x 2')

RIPRAP MEDIUM REQ'D

AD

johren.frydenlund Callout Area 12

POST

POST

32+00 PD +50 PD 33+00 PD +50 PD 34+00 PD +50 PD 35+00 PD +50 PD 36+00 PD +50 PD 37+00 PD +50 PD 38+00 PD

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

EXISTING INLET

D

CONCRETE 5-INCH

COLORED AND STAMPED

TEMPORARY DITCH CHECKS

CULVERT PIPE CHECKS

MULCHING

P TREE PROTECTION

INLET PROTECTION TYPE D SPECIAL

PLACE INLET PROTECTION TYPE D SPECIAL.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

M A

T C

H L

IN

E

S

T A

D WB CTH PD (MCKEE ROAD)

EB CTH PD (MCKEE ROAD)

M A

R K

E T

P L

A

IV

E P

IN

E W

Y

A

IL

M A

T C

H L

IN

E

S

T A

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

S:\MAD\1200--1299\1275\027\Micros\PLAN\022004_ec.dgnFILE NAME : 7/25/2019 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO:5849-02-02 CTH PD DANE

PLOT NAME :

EROSION CONTROL-CTH PD (MCKEE ROAD) & MARKETPLACE/PINEWAY SHEET

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

AC

AC

AC

AC

AC

AC AC

D

AD AD

AC

AC

AD

AD

PP

AC

AC

AC

AD

OF CONSTRUCTION LIMITS

IN EXISTING INLETS DOWNSTREAM

PLACE INLET PROTECTION

450' \

D D

D

P P P P P johren.frydenlund Callout Area 12

38+00 PD

+50 PD

39+00 PD +50 PD

40+00 PD +50 PD 41+00 PD +50 PD 42+00 PD +50 PD 43+00 PD +50 PD 44+00 PD

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

EXISTING INLET

D

CONCRETE 5-INCH

COLORED AND STAMPED

TEMPORARY DITCH CHECKS

CULVERT PIPE CHECKS

MULCHING

P TREE PROTECTION

INLET PROTECTION TYPE D SPECIAL

PLACE INLET PROTECTION TYPE D SPECIAL.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

M A

T C

H L

IN

E

S

T A

M A

T C

H L

IN

E

S

T A

DWB CTH PD (MCKEE ROAD)

EB CTH PD (MCKEE ROAD)

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

S:\MAD\1200--1299\1275\027\Micros\PLAN\022005_ec.dgnFILE NAME : 7/25/2019 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO:5849-02-02 CTH PD DANE

PLOT NAME :

EROSION CONTROL - CTH PD (MCKEE ROAD) SHEET

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

B

AC

AC

AC

AC

AC

AD AD

AC

P johren.frydenlund Callout Area 12

44+00 PD +50 PD 45+00 PD +50 PD 46+00 PD +50 PD 47+00 PD +50 PD 48+00 PD +50 PD 49+00 PD +50 PD 50+00 PD

+50 SL +50 SL 10+00 SL

8+00 SL 9+00 SL

+50 SH 4+00 SH +50 SH 5+00 SH

50+00 PD +50 PD 51+00 PD +50 PD 52+00 PD

10+00 SL +50 SL

PLACE INLET PROTECTION TYPE C.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

AD

SILT FENCE

EROSION MAT URBAN CLASS I TYPE A

SURFACE WATER FLOW

B INLET PROTECTION TYPE B

A INLET PROTECTION TYPE A

AB

EROSION CONTROL LEGEND

INLET PROTECTION TYPE B.

FINAL GRADING IS COMPLETED. THEN PLACE

PLACE INLET PROTECTION TYPE A UNTIL

MANHOLE

PROPOSED STORM SEWER

PROPOSED INLET

SOD LAWN

EXISTING INLET

D

CONCRETE 5-INCH

COLORED AND STAMPED

TEMPORARY DITCH CHECKS

CULVERT PIPE CHECKS

MULCHING

P TREE PROTECTION

INLET PROTECTION TYPE D SPECIAL

PLACE INLET PROTECTION TYPE D SPECIAL.

CURB AND GUTTER IS POURED. THEN

PLACE INLET PROTECTION TYPE A UNTIL

EB CTH PD (MCKEE ROAD)

WB CTH PD (MCKEE ROAD)

S E

M

IN

O

IG

H W

A Y

M A

T C

H L

IN

E

S

T A

M A

T C

H L

IN

E

S

T A

MATCHLINE STA. 5+00 SH

MATCHLINE STA. 8+50 SH

M A

T C

H L

IN

E

S

T A

HIGHWAY

SEMINOLE

M A

T C

H L

IN

E

S

T A . 5

WB CTH PD (MCKEE ROAD)

WISDOT/CADDS SHEET 42

EHWY: COUNTY:

S:\MAD\1200--1299\1275\027\Micros\PLAN\022006_ec.dgnFILE NAME : 7/25/2019 $$.....plotscale.....$$PLOT SCALE : PLOT DATE : PLOT BY : _username_

PROJECT NO:5849-02-02 CTH PD DANE

PLOT NAME :

EROSION CONTROL - CTH PD (MCKEE ROAD) & SEMINOLE HIGHWAY SHEET

TABLES FOR ADDITIONAL ITEMS NOT SHOWN.

PLANS, AND MISCELLANEOUS QUANTITIES

LANDSCAPESEE FINISHED TYPICAL SECTIONS,

NOTE:

AC

AC

AC

AC

AC

AD

DD

AC

AC

AC

AC

AC

AC

AC

AC

AC

P

P

P P

P

P

P

P

AC

AD

AD

AD

AC

AC

AD

AD

P

P

RIPRAP HEAVY REQ'D

SEEDING MIXTURE DETENTION POND, NO MOW REQ'D

johren.frydenlund Callout Area 12 johren.frydenlund Callout Area 13 johren.frydenlund Callout Area 13 johren.frydenlund Polygon Line johren.frydenlund Polygon Line

Lacy Rd

LacyRd

Haight Farm Rd

Mowing area # 16

Continue to E. Cheryl Legend Contracted Mowing Area

1 inch = 109 feet

La cy

Rd

La cy

Rd

E. Cheryl

Mowing area # 18 Continue to HWY 14

Continue to Syene Legend Contracted Mowing Area

1 inch = 104 feet

Continue to Haight Farm

Lacy Rd

HW

Y

Mowing area # 19

Legend Contracted Mowing Area

Continue west to E Cheryl

Continue east to

HWY MM

1 inch = 165 feet

SS

SS

SS SS SS SSSS

SS

SS

SS

BuTel BuTel BuTel BuTel BuTel BuTel

G G G G G G G G G G G G G G G G G

G G

G G

G G

G G

G G

G G

G G

G G

G

RYG FY 12

RYG FY

R Y G

R Y

G

R Y

GFY

R Y G1

RYG

R Y GF Y6

B

4B +00'M'

11+00'M' 12+00'M'

13+00'M' 14+00'M'

15+00'M'

22'

RYG 8

18'

R Y G2

22'

RYG

B B

2+00'E'

D

R Y

G

FY

R Y G

C

A

RYG FY 10

R Y GF Y4

' B

EVP DESIGNATOR

EVP DETECTOR HEAD

B

R/W

R/W

CTH MM

LA

CY

R O

AD

LACY RO

AD

A

A

B

B

CTH MM

XX

85 86

838281

R/W

R/W

KL

1-

FS

\D

AT

A1

\F

IT

CH

BR

G \2

-0

C

TH

M M

A N

D

LA

CY

R

O

AD

IN

TE

RS

EC

TI

O

N \C

IV

IL

3D \S

H

EE

TS

PL

AN

\0

1-

SP

-U

PD

AT

ED

.D W

G

FI

LE

N

AM

E

5/

/2

2:

P M

PL

O

T

DA

TE

PL

O

T

BY

KL

E N

G

IN

EE

RI

N G

OF

11 12

52 51

C

TH

M M

L

AC

Y

R O

AD

IN

TE

R

SE

C

TI

O

N

TR

AF

FI

C

S

IG

N

AL

P

LA

N S

3-3"2-3" 2-3"

2-3"

2-3"

2-CS3"

2-3"

2-CS3"

2-3"

2-CS3"

3-3"

2-3"

2-6'X20'

3 TURNS

2-6'X20'

3 TURNS

6-6'X20'

3 TU

RN

S

18 44

290 FT TO

STO

P BAR

LEGEND

NOTES:

1.) REFER TO WISDOT 2020 STANDARD SPECIFICATIONS AND LIST OF STANDARD BID ITEMS FOR ALL ELECTRICAL WORK PERTAINING TO CONDUIT, CABINET SERVICE INSTALLATION, AND LOOP DETECTORS.

APPLICABLE WISDOT STANDARD DETAIL DRAWINGS INCLUDE:

CONDUIT

CABINET SERVICE INSTALLATION (METER BREAKER PEDESTAL)

LOOP DETECTOR INSTALLED IN BASE COURSE WITH PULL (SPLICE) BOX OFF ROADWAY (OPTION 1) LOOP DETECTOR INSTALLED IN BASE COURSE WITH PULL (SPLICE) BOX OFF ROADWAY (OPTION 2)

2.) REFER TO CITY OF MADISON 2020 STANDARD SPECIFICATION AND LIST OF STANDARD BID ITEMS FOR ALL REMAINING ELECTRICAL WORK PERTAINING TO TRAFFIC SIGNALS AND STREET LIGHTING. APPLICABLE CITY

OF MADISON STANDARDS SPECIFICATIONS STANDARD DETAIL DRAWINGS INCLUDE:

TYPICAL ELEVATIONS FOR BASES

LOOP LEAD DUCT DETAIL

TYPE "M" AND "P" CONTROLLER BASE DETAIL

TYPE "G" BASE DETAIL

LB-3 BASE DETAIL

LB-8 BASE DETAIL

TYPE I HANDHOLE DETAIL

TYPE III HAND HOLE DETAIL

TYPE V HANDHOLE DETAIL

HH19

HH11 HH13

(XX)

CONTROL CABINET

NONMETALLIC CONDUIT 2", UNLESS OTHERWISE NOTED

LOOP DETECTOR CONDUIT 1" NONMETALLIC

SIGNAL HEAD, TRAFFIC SIGNAL STANDARD, TYPE G BASE

SIGNAL HEAD, TRAFFIC SIGNAL POLE, TYPE LB-8 BASE

PEDESTRIAN HEAD WITH PUSH BUTTON

LUMINAIRE, TRAFFIC POLE, TYPE LB-3 BASE

LOOP DETECTOR IN 1" NONMETALLIC CONDUIT

LOOP DETECTOR SLOTTED

QUADRUPOLE BICYCLE LOOP DETECTOR SLOTTED

LANE DESIGNATION FOR INFO ONLY

XX

R

Y

G

FY Y

R

G

X

SIGNAL HEAD NUMBER

RED CIRCULAR INDICATOR

YELLOW CIRCULAR INDICATOR

GREEN CIRCULAR INDICATOR

YELLOW ARROW

RED ARROW

GREEN ARROW

WALK/DON'T WALK INDICATOR

12" (COUNTDOWN TIMER)

CONFIRMATION LIGHT

HANDHOLE, TYPE 1

HANDHOLE, TYPE 3

HANDHOLE, TYPE 5

5400 King James Way Suite 200

Madison, WI. 53719 Phone: (608) 663-1218 Phone: (800)-810-4012 http://klengineering.com email@klengineering.com

FINAL LOCATION OF SB8 SHALL BE APPROVED

BY ENGINEER PRIOR TO POURING CONCRETE BASE

SB8

SB16

HH10

SB9

HH12

SB10

SB11 HH14

NOTE: ALL LENSES ARE 12-INCH

GRAYSHADE REPRESENTS EXISTING

OR INSTALLED BY OTHERS

SB6

HH9

HH8 SB5

SB12

HH17

R IN THE FIELD ** USE AN 11" BOLT CIRCLE FOR ALL TYPE LB-8

CONCRETE BASES

HH6

SB4 HH5

SB2

HH3

SB3 HH4

SB1

HH1

HH2

R Y G

HH16

HH18

SB13

SB15

CB1

CONSTRUCTION NOTES

1.) * LOCATION IS TO FRONT OF CENTER OF DETECTOR LOOP.

2.) THE CONTRACTOR SHALL HAVE THE PULL BOXES AND CONDUIT RUNS INSPECTED. PULL WIRE IS REQUIRED FOR ALL

CONDUIT RUNS AS PER STANDARD SPECIFICATIONS.

3.) THE LOCATIONS OF UTILITY FACILITIES SHOWN ON THE SHEET PLANS ARE APPROXIMATE. THERE MAY BE OTHER

UTILITIES WITHIN THE PROJECT AREA WHICH ARE NOT SHOWN.

4.) THE ENGINEER MAY ADJUST THE LOCATIONS OF ITEMS UNDER THIS CONTRACT TO AVOID CONFLICT WITH UTILITY

FACILITIES.

5.) THE CONTRACTOR SHALL DO ALL WORK IN ACCORDANCE WITH "CITY OF MADISON STANDARD SPECIFICATIONS

FOR PUBLIC WORKS CONSTRUCTION, 2020 EDITION" AND ALL ADDENDUMS THERETO.

6.) ALL ABOVE GROUND TRAFFIC SIGNAL EQUIPMENT, LOOP DETECTORS 41, 42, 43, AND BICYCLE LOOP 87 WILL BE INSTALLED BY THE CITY OF MADISON. THIS INCLUDES TRAFFIC SIGNAL POLES, BASES, TROMBONE ARMS, SIGNAL HEADS, LIGHT ARMS & FIXTURES, AND CONTROL CABINET & CONTROLLER. CONTACT MIKE BENZSCHALWEL, (608)-233-3649 AT THE CITY OF MADISON TO MAKE ARRANGEMENTS.

7.) THE CONTRACTOR SHALL INSTALL LOOP LEAD DUCT CONDUITS FOLLOWING CITY OF MADISON SPECIFICATIONS SHEET NO.

FOR LOOP DETECTORS 41, 42, & 43, AND BICYCLE LOOP 87 PRIOR TO CITY OF MADISON CREWS INSTALLING LOOP

DETECTOR WIRES.

8.) CONTRACTOR TO WIRE LOOPS BACK TO THE HOME RUN PULL BOX. ALL OTHER CABLING TO BE COMPLETED BY

OTHERS (CITY OF MADISON).

30 Project No: 20-3103 Date: 05-14-2020 Designed By:

Drafted By:

Checked By:

KL ENGINEERING, INC.

NDG

KKT

Revisions:

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5400 King James Way Suite 200

Madison, WI. 53719 Phone: (608) 663-1218 Phone: (800)-810-4012 http://klengineering.com email@klengineering.com

SB14

SB7

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Project No:

Date:

Designed By:

Drafted By:

Checked By:

Revisions:

20-3103 05-14-2020

KL ENGINEERING, INC.

NDG

KKT

SHEET NO.

** LOCATION IS TO FRONT CENTER OF DETECTOR LOOP

** FINAL LOCATION TO BE DETERMINED BY THE ENGINEER IN THE FIELD

johren.frydenlund Polygon

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Area 19

PD Mowing Plans.pdf

Segment 001 of PD Mowing Plans.pdf