Specification Book - City of Appleton

R E I D G O L F C O U R S E P O N D SA N DC H A N N E L N A T U R A L I Z A T I O NU N I T T - 12D E P A R T M E N T O F P U B L I C W O R K SC I T Y O F A P P L E T O N2 0 1 2

APPLETON, WISCONSINUnit T-12__________________________________________________A D D E N D U M N O. 1The following changes/additions/deletions shall be noted and become part of the plans andspecifications.All changes/additions/deletions shall be marked by the contractor with permanent ink on theplans and specifications as indicated. Voided information shall be crossed out with a pen, notwhited out or covered over, so that the voided information can still be identified. The contractorshall place his initials at every change/addition/deletion made and note receipt of addendum onproposal page P-1.Changes to plans:1. Replace Detail 24 on sheet CD-4 with Revised Detail 24 (Attachment A-1).2. Replace Detail 30 on sheet I-10 with Revised Detail 30 (Attachment A-2).3. EXISTING TREESA. The following existing trees within the project limits along the existing concrete channeldo not appear on the plans. The contractor shall be aware of such trees, as follows:a. Near channel station 7+40, there are four existing conifer trees.b. Near channel station 7+00, there are four existing deciduous trees.c. Near channel station 0+00, there are twelve existing conifer trees.Removal of such trees, and their associated trunks and roots, is as indicated for existingtrees within the project limits, per the Special Provisions.B. Additional Information regarding existing trees requiring removal within the projectlimits is provided as Attachment A-3. Attachment A-3, Table 1 provides estimatedsizes, by species, for such trees within the golf course, and does not include trees in thevicinity of the maintenance building (Nursery Area on Plan Sheet EC-6). Attachment A-3, Table 2 provides a summary of Table 1 by number of each species, and averagediameter by species. Attachment A-3, Table 3 is the total number and total inchdiametersof trees in the vicinity of the maintenance building; no species detail isavailable for these trees.The information in Attachment A-3 is an estimate of trees requiring removal within theproject limits and is provided for information only; such information shall not be usedas a basis for payment for any bid items associated with tree removal, grubbing, or thelike. See Special Provisions for these items.

Changes to specifications:1. Add the following paragraph to Section 30 (MEASUREMENT AND PAYMENT), PartIII (Bid Item No. 61: Furnish and Install Gravel Cart Path, Service Road, and ShelterPad):4. Crushed Limestone shall meet the requirements in the following table.Crushed limestone thickness at Shelter Pad shall be 12”.Sieve Size % PassingParticle Size% of Passing3/8" 100%#4 90 - 100%#8 55 - 80%#16 40 - 70%#30 25 - 50%#200 6 - 15%Failure to follow these instructions may result in rejection of Contractor’s bid.October 1, 2012City of AppletonCHARLENE PETERSONCity Clerk

ATTACHMENT A-3Table 1: Golf Course Area Trees, by Species and DiameterDiam. Diam. Diam. Diam.Species (Inches) Species (Inches) Species (Inches) Species (Inches)Hawthorne 8 Maple 34 Ash 36 Ash 30Arborvitae 20 Flowering Crab 16 Pine 14 Ash 34Arborvitae 20 Oak 42 Ash 23 Ash 8Birch 12 Pine 22 Ash 26 Maple 14Birch 12 Spruce 14 Spruce 17 Ash 26Spruce 20 Spruce 16 Maple 10 Maple 30Spruce 16 Spruce 12 Maple 8 Ash 18Spruce 12 Spruce 10 Maple 8 Maple 24Spruce 12 Spruce 6 Ash 18 Ash 18Spruce 16 Birch 14 Ash 30 Ash 24Pine 18 Birch 14 Ash 27 Oak 16Honey Locust 16 Arborvitae 16 Ash 36 Flowering Crab 10Honey Locust 18 Arborvitae 14 Maple 25 Flowering Crab 12Honey Locust 16 Spruce 22 Pine 9 Ash 10Ash 20 Ash 28 Pine 11 Arborvitae 12Maple 16 Pine 14 Ash 28 Maple 14Maple 20 Pine 14 Arborvitae 15 Spruce 28Maple 10 Ash 20 Pine 12 Maple 16Maple 28 Ash 24 Pine 12 Ash 8Honey Locust 6 Honey Locust 6 Maple 11 Ash 8Honey Locust 4 Ash 58 Pine 10 Ash 8Fir 12 Hickory 12 Pine 10 Flowering Crab 12Hawthorne 20 Ash 28 Ash 36 Spruce 11Spruce 14 Ash 34 Honey Locust 26 Spruce 12Spruce 14 Ash 16 Ash 26 Hickory 16Spruce 20 Ash 18 Hickory 16 Hickory 18Maple 14 Honey Locust 14 Horse Chestnut 24 Flowering Crab 6Basswood 22 Ash 18 Ash 32 Spruce 22Ash 18 Ash 34 Spruce 10 Ash 26Basswood 22 Arborvitae 20 Spruce 12 Ash 20Maple 28 Spruce 22 Flowering Crab 11 Ash 21Maple 34 Spruce 26 Hickory 16 Ash 19Maple 24 Spruce 17 Ash 28 Ash 22Spruce 14 Spruce 18 Ash 28 Hawthorne 18Spruce 14 Spruce 17 Ironwood 13 Hawthorne 11Ash 14 Spruce 19 Ash 24 Ash 38Honey Locust 18 Birch 10 Ash 28 Ash 34Honey Locust 22 Maple 11 Ash 36 Honey Locust 26Maple 22 Maple 10 Ash 19 Honey Locust 24Honey Locust 12 Elm 8 Ash 22 Ash 21Honey Locust 14 Elm 8 Ash 18 Ash 24Maple 38 Elm 28 Ash 36 Ash 22Maple 6 Ash 30 Ash 29Ash 11 Ash 22 Ash 20Maple 10 Spruce 17 Oak 25Pine 10 Flowering Crab 9 Flowering Crab 8TOTAL INCH-DIAMETERS 3379

ATTACHMENT A-3 (Cont.)Table 2: Golf Course Area Trees SummaryTable 3: Nursery Area Trees SummaryAvg. Diam.Total NumberTotalSpecies Quantity (Inches) of TreesInch-DiametersArborvitae 7 16 1401196Ash 59 24.5Basswood 2 22Birch 5 12Elm 3 15Fir 1 12Flowering Crab 8 10.5Hawthorne 4 14Hickory 5 15.5Honey Locust 14 16Horse Chestnut 1 24Ironwood 1 13Maple 25 18.5Oak 3 28Pine 13 13Spruce 30 16Total 181 18.7"

APPLETON, WISCONSINUnit T-12__________________________________________________A D D E N D U M N O. 2The following changes/additions/deletions shall be noted and become part of the specifications.All changes/additions/deletions shall be marked by the contractor with permanent ink on thespecifications as indicated. Voided information shall be crossed out with a pen, not whited outor covered over, so that the voided information can still be identified. The contractor shall placehis initials at every change/addition/deletion made and note receipt of addendum on proposalpage P-1.Changes to specifications:Add the following bold information to Section 3.A.1. of the Special Provisions. After thisaddendum, Section 3.A.1 states:1. The CONTRACTOR shall be a Golf Course Contractor meeting the requirementsindicated on the Statement of Qualifications for Golf Course Contractors. TheCONTRACTOR's organization must, at a minimum, be a Golf Course BuilderMember of the Golf Course Builders Association of America.The following membership levels qualify as meeting this requirement:Builder MemberCertified Builder MemberThe following membership levels do not qualify as meeting this requirement:Associate MemberBuilder/Irrigation Contractor Applicant MemberAssociate Irrigation Contractor MemberAssociate Builder MemberRenovation Builder MemberIrrigation Contractor MemberCertified Renovation Builder MemberFor purposes of meeting this requirement, “Builder Member” shall not be construedas a broad category containing all the membership levels listed above that use theterm “builder” in their title.Failure to follow these instructions may result in rejection of Contractor’s bid.October 4, 2012City of AppletonCHARLENE PETERSONCity Clerk

APPLETON, WISCONSINUnit T-12__________________________________________________A D D E N D U M N O. 3The following changes/additions/deletions shall be noted and become part of the specifications.All changes/additions/deletions shall be marked by the contractor with permanent ink on thespecifications and proposal form as indicated. Voided information shall be crossed out with apen, not whited out or covered over, so that the voided information can still be identified. Thecontractor shall place his initials at every change/addition/deletion made and note receipt ofaddendum on proposal page P-1.Changes to Proposal Form:1. Change the quantity of Bid Item 28. “Waste Soil Hauling and Disposal”.Old quantity: 119,509 Cu. Yds.New quantity: 88,811 Cu. Yds.This change shall also be made to the Bid Item quantity list on the cover sheet of theplans.Changes to Special Provisions:1. Section 30.BB.5 (Bid Item 28. Waste Soil Hauling and Disposal), shall be changed asindicated by the strike and bold text as follows.“Engineers Estimate, based on soil borings indicates that approximately 32,942 cubic yardsof topsoil and 85,567 55,869 cubic yards of common excavation will be hauled off-site.ENGINEER takes no responsibility for differing quantities.”Failure to follow these instructions may result in rejection of Contractor’s bid.October 5, 2012City of AppletonCHARLENE PETERSONCity ClerkJ:\CLERICAL - ENG & INSP\Projects\2012\T-12 Reid Golf Course Ponds\T-12 Addendum 3.doc

TABLE OF CONTENTSREID GOLF COURSE PONDS AND CHANNEL NATURALIZATIONUNIT T-12Title SheetTable of ContentsAdvertisementWage Rates (DWD)Special ProvisionsWisconsin Department of Natural Resources Chapter 30 PermitWisconsin Department of Natural Resources Construction Site Stormwater PermitArmy Corps of Engineers PermitSubsurface Exploration and Geotechnical Engineering Analysis – Reid Municipal Golf Course StormwaterManagement ProjectSubsurface and Geotechnical Engineering Analysis – Reid Municipal Golf Course Replacement BridgesLocation Map – Witzke Blvd Site (bridge salvage)Location Map – Glendale Hardstand Site (topsoil)Location Map – Prospect Water Tank Abandonment Site (clay)Liquidated Damages WorksheetsContractor’s Performance RatingAppleton Water Division SpecificationsInsurance Requirements (Large)WE Energies SpecificationsNoise OrdinanceSite Specific Specifications• Section 01330 Submittals• Section 01455 Testing Laboratory Services• Section 01500 Temporary Construction Facilities and Utilities• Section 01570 Protection of Environment• Section 02058 Clay Liner• Section 02230 Site Preparation and Restoration• Section 02310 Site Grading• Section 02315 Structure Excavation and Backfilling• Section 02371 Riprap and Filter Fabric• Section 02378 Ground Stabilization with Erosion Control Mat• Section 02821 Chainlink Fences and Gates• Section 02905 Reid Golf Course Native Landscaping• Section 03200 Concrete Reinforcement• Section 03300 Cast-In-Place Concrete• Section 03605 Patching Mortar• Section 05500 Metal FabricationsLaboratory Testing for 6:3:1 Material from Waupaca Sand and SolutionsProduct #OB2650 SpecificationStatement of Qualifications for Golf Course Contractors form*Statement of Qualifications for Retaining Wall Contractors form*Statement of Qualifications for Native Landscaping Contractors form*Statement of Qualifications for Irrigation Contractors form*Disclosure of Ownership Form*Proposal Section*Bid Form (Proposal)*Contract SectionBond SectionBid Bond Envelope** 2012 Bidders Proof of Responsibility form - ATTACHED*Contents requiring completion or action at or before time of bidding

City of Appleton Advertisement Reprints 3 (11020)SEALED BIDSSealed bids will be received by the City of Appleton up to 1:45 p.m. (D.S.T.) October 8, 2012, in the office of the City Clerk,City Center Building, Sixth Floor, 100 N. Appleton Street, Appleton, Wisconsin 54911. Bids will be opened at 2:00 p.m. inCommittee Room “A”. Bid envelope to: 1) identify project, 2) identify bidder, and 3) be marked “SEALED BID”. Bid envelope notproperly marked will be cause for rejection.PROJECTUNIT T-12REID GOLF COURSE PONDS AND CHANNEL NATURALIZATION70,000 cu.yds. Topsoil Stripping105,000 cu.yds Common Excavation85,000 cu.yds. Haul and Dispose of Excess Soil20,000 cu.yds. Install Salvaged Topsoil110,000 sq.yds. Golf Course Seed and Erosion Mat3 each Pedestrian Bridges10 each Storm Manholes and Box Structures4,600 face ft. Dry Cut Stone Retaining Wall30 lin. ft. Relay 8” Water Main90,000 sq. ft. Golf Course Greens and Tees9,000 each Native Landscaping Plugs30,000 lin. ft. 2”-4” Irrigation Piping w/Sprinklers & Wiring4 each Pond Aerators w/Wiring7,600 sq. yds. Cart Path and Service Road4,600 lin.ft. 4”-6” Storm Sewer1,900 lin.ft. 12”-72” Storm SewerProposals shall be on forms furnished by the City. Plans and specifications will be available September 10, 2012 on the Cityof Appleton’s website at www.appleton.org. Go to: Department…, Public Works…, Admin/Engineering…, Projects Open for Bid.Plans and specifications may also be picked up in the office of the City Engineer, City Center, Fifth floor, 100 N. Appleton Street,Appleton, Wisconsin 54911. There is no cost to download the Plans and Specifications from the website. Plans and specificationspicked up at the office of the City Engineer will cost $50.00 for each set. No cash please. No refunds will be issued. Plans andspecifications will not be mailed.Address correspondence to:City Engineer100 North Appleton StreetAppleton, WI 54911Project Contractor and Subcontractor pre-qualifications are specific to this project. Prime Contractor must be a GolfCourse Builder Member of the Golf Course Builder’s Association of America. No bid will be opened unless the followingcompleted forms are filed in the office of the City Clerk not later than October 3, 2012: “Bidders Proof of Responsibility” for 2012,and the “Statement of Qualifications for Golf Course Contractors”. Subcontractors for Retaining Wall, Native Landscaping, andIrrigation work must also be prequalified. Forms and specific requirements are included in specifications. Reference is made toSection 66.0901 Wisconsin Statutes.No bid will be opened unless a representative attends the mandatory Pre-Bid meeting per the Special Provisions.Wage Rates: Pursuant to Section 66.0903 Wisconsin Statutes, the City of Appleton’s rate of wage scale will be paid on thisproject, except as Section 66.0903 (4) or 0903 (5) may apply.No bid shall be received unless accompanied by a certified check or a bid bond equal to five percent of the bid, payable to theCity as a guarantee that if the bid is accepted, the bidder will execute and file the proper contract and bond within 7 days from the datethe lowest responsible bidder’s bid is accepted. If the bidder fails to file such contract and bond within the time set by the City, thecheck or bid bond shall be forfeited to the City as liquidated damages.The City reserves the right to reject any and all bids or to accept any bid deemed for the best interests of the City and towaive any informalities in the bidding.DATE: August 31, 2012 CHARLENE PETERSONCity ClerkRUN: September 7, 2012September 14, 2012J:\CLERICAL - ENG & INSP\Projects\2012\T-12 Reid Golf Course Ponds\Advertisement Revised.doc

State of WisconsinDepartment of Workforce DevelopmentEqual Rights DivisionDEPARTMENTAL ORDERISSUE DATE:PROJECT:8/21/2012UNIT T-12 REID GOLF COURSE PONDS AND CHANNEL NATURALIZATIONAPPLETON CITY, OUTAGAMIE COUNTY, WIDetermination No. 201202179PROJECT OWNER:ROSS BUETOW, DEPUITY DIRECTOR OF PUBLIC WORKS / CITYENGINEERCITY OF APPLETON100 N. APPLETON STREETAPPLETON, WI 54911REQUESTER:ROSS BUETOW, DEPUITY DIRECTOR OF PUBLIC WORKS / CITYENGINEERCITY OF APPLETON100 N. APPLETON STREETAPPLETON, WI 54911ADDITIONAL CONTACT:NOTE: The Requester must provide a copy of this ProjectDetermination and enclosures to the Project Owner and AdditionalContact.The department received an application for prevailing wage rate determination for the above-captionedproject. The department conducted a survey to determine the prevailing wage rate for the trade(s) oroccupation(s) needed to complete the project. The survey’s findings appear in the attached projectdetermination.If you believe that the wage rate for any trade or occupation does not accurately reflect the prevailingwage rate in the city, village or town where the project is located, you may ask the department toconduct an administrative review of such wage rate. You must submit this request in writing within 30days from the date indicated above. Additionally, your request must include wage rate information fromat least three similar projects in the city, village or town where the proposed project is located and onwhich some work has been performed by the contested trade(s) during the current survey period andwas previously considered by the department in issuing the attached determination. See DWD 290.10of the Wisconsin Administrative Code and either s. 66.0903(3)(br), s. 66.0904(4)(e), or s. 103.49(3)(c),Stats., for a complete explanation of the administrative review process.EnclosuresIt is hereby ordered that the prevailing wage rates set forth in the attached project determination shallonly be applicable to the above referenced project. This order is a FINAL ORDER of the departmentunless a timely request for an administrative review is filed with the department. Equal Rights DivisionLabor Standards BureauConstruction Wage Standards SectionPO Box 8928 Madison, WI 53708-8928(608)266-6861Web Site: http://dwd.wisconsin.gov/er/ERD-16866 (N. 09/2010)

DETERMINATION NUMBER: 201202179PREVAILING WAGE RATE DETERMINATIONIssued by the State of WisconsinDepartment of Workforce DevelopmentPursuant to s. 66.0903, Wis. Stats.Issued On: 8/21/2012EXPIRATION DATE:PROJECT NAME:Prime Contracts MUST Be Awarded or Negotiated On Or Before2/17/2013. If NOT, You MUST Reapply.UNIT T-12 REID GOLF COURSE PONDS AND CHANNEL NATURALIZATIONPROJECT LOCATION:APPLETON CITY, OUTAGAMIE COUNTY, WICONTRACTING AGENCY:CITY OF APPLETONCLASSIFICATION:OVERTIME:Contractors are responsible for correctly classifying their workers. Either call the Department ofWorkforce Development (DWD) with trade or classification questions or consult DWD’s Dictionary ofOccupational Classifications & Work Descriptions on the DWD website at:dwd.wisconsin.gov/er/prevailing_wage_rate/Dictionary/dictionary_main.htm.Time and one-half must be paid for all hours worked:- over 10 hours per day on prevailing wage projects- over 40 hours per calendar week- Saturday and Sunday- on all of the following holidays: January 1; the last Monday in May; July 4;the 1st Monday in September; the 4th Thursday in November; December25;- The day before if January 1, July 4 or December 25 falls on a Saturday;- The day following if January 1, July 4 or December 25 falls on a Sunday.Apply the time and one-half overtime calculation to whichever is higher between the Hourly Basic Ratelisted on this project determination or the employee's regular hourly rate of pay. Add any applicablePremium or DOT Premium to the Hourly Basic Rate before calculating overtime.A DOT Premium (discussed below) may supersede this time and one-half requirement.FUTURE INCREASE:PREMIUM PAY:DOT PREMIUM:APPRENTICES:SUBJOURNEY:When a specific trade or occupation requires a future increase, you MUST add the full hourly increaseto the "TOTAL" on the effective date(s) indicated for the specific trade or occupation.If indicated for a specific trade or occupation, the full amount of such pay MUST be added to the"HOURLY BASIC RATE OF PAY" indicated for such trade or occupation, whevenever such pay isapplicable.This premium only applies to highway and bridge projects owned by the Wisconsin Department ofTransportation and to the project type heading "Airport Pavement or State Highway Construction." DONOT apply the premium calculation under any other project type on this determination.Pay apprentices a percentage of the applicable journeyperson's hourly basic rate of pay and hourlyfringe benefit contributions specified in this determination. Obtain the appropriate percentage fromeach apprentice’s contract or indenture.Subjourney wage rates may be available for some of the trades or occupations indicated below withthe exception of laborers, truck drivers and heavy equipment operators. Any employer interested inusing a subjourney classification on this project MUST complete Form ERD-10880 and request theapplicable wage rate from the Department of Workforce Development PRIOR to using the subjourneyworker on this project.

Determination No. 201202179 Page 2 of 21This document MUST BE POSTED by the CONTRACTING AGENCY in at least one conspicuous and easily accessible place onthe site of the project . A local governmental unit may post this document at the place normally used to post public notices ifthere is no common site on the project. This document MUST remain posted during the entire time any worker is employed onthe project and MUST be physically incorporated into the specifications and all contracts and subcontracts. If you have anyquestions, please write to the Equal Rights Division, Labor Standards Bureau, P.O. Box 8928, Madison, Wisconsin 53708 or call(608) 266-6861.The following statutory provisions apply to local governmental unit projects of public works and are set forth belowpursuant to the requirements of s. 66.0903(8), Stats.s. 66.0903 (1) (f) & s. 103.49 (1) (c) "PREVAILING HOURS OF LABOR" for any trade or occupation in any area means 10hours per day and 40 hours per week and may not include any hours worked on a Saturday or Sunday or on any of the followingholidays:1. January 1.2. The last Monday in May.3. July 4.4. The first Monday in September.5. The 4th Thursday in November.6. December 25.7. The day before if January 1, July 4 or December 25 falls on a Saturday.8. The day following if January 1, July 4 or December 25 falls on a Sunday.s. 66.0903 (10) RECORDS; INSPECTION; ENFORCEMENT.(a) Each contractor, subcontractor, or contractor's or subcontractor's agent performing work on a project of public works that issubject to this section shall keep full and accurate records clearly indicating the name and trade or occupation of every personperforming the work described in sub. (4) and an accurate record of the number of hours worked by each of those persons andthe actual wages paid for the hours worked.s. 66.0903 (11) LIABILITY AND PENALTIES.(a) 1. Any contractor, subcontractor, or contractor's or subcontractor's agent who fails to pay the prevailing wage rate determinedby the department under sub. (3) or who pays less than 1.5 times the hourly basic rate of pay for all hours worked in excess ofthe prevailing hours of labor is liable to any affected employee in the amount of his or her unpaid wages or his or her unpaidovertime compensation and in an additional amount as liquidated damages as provided under subd. 2., 3., whichever isapplicable.2. If the department determines upon inspection under sub. (10) (b) or (c) that a contractor, subcontractor, or contractor's orsubcontractor's agent has failed to pay the prevailing wage rate determined by the department under sub. (3) or has paid lessthan 1.5 times the hourly basic rate of pay for all hours worked in excess of the prevailing hours of labor, the department shallorder the contractor to pay to any affected employee the amount of his or her unpaid wages or his or her unpaid overtimecompensation and an additional amount equal to 100 percent of the amount of those unpaid wages or that unpaid overtimecompensation as liquidated damages within a period specified by the department in the order.3. In addition to or in lieu of recovering the liability specified in subd. 1. as provided in subd. 2., any employee for and in behalf ofthat employee and other employees similarly situated may commence an action to recover that liability in any court of competentjurisdiction. If the court finds that a contractor, subcontractor, or contractor's or subcontractor's agent has failed to pay theprevailing wage rate determined by the department under sub. (3) or has paid less than 1.5 times the hourly basic rate of pay forall hours worked in excess of the prevailing hours of labor, the court shall order the contractor, subcontractor, or agent to pay toany affected employee the amount of his or her unpaid wages or his or her unpaid overtime compensation and an additionalamount equal to 100 percent of the amount of those unpaid wages or that unpaid overtime compensation as liquidated damages.5. No employee may be a party plaintiff to an action under subd. 3. unless the employee consents in writing to become a partyand the consent is filed in the court in which the action is brought. Notwithstanding s. 814.04 (1), the court shall, in addition to anyjudgment awarded to the plaintiff, allow reasonable attorney fees and costs to be paid by the defendant.

Determination No. 201202179Page 3 of 21BUILDING OR HEAVY CONSTRUCTIONIncludes sheltered enclosures with walk-in access for the purpose of housing persons, employees, machinery,equipment or supplies and non-sheltered work such as canals, dams, dikes, reservoirs, storage tanks, etc. A shelteredenclosure need not be "habitable" in order to be considered a building. The installation of machinery and/or equipment,both above and below grade level, does not change a project's character as a building. On-site grading, utility work andlandscaping are included within this definition. Residential buildings of four (4) stories or less, agricultural buildings,parking lots and driveways are NOT included within this definition.SKILLED TRADESFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $101 Acoustic Ceiling Tile Installer29.06 15.16 44.22102 Boilermaker33.64 23.77 57.41103 Bricklayer, Blocklayer or StonemasonFuture Increase(s):Add $.50/hr on 6/1/2012; Add $ .80 on 6/1/2013Premium Increase(s):DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year’s Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.30.76 16.42 47.18104 Cabinet Installer29.06 15.16 44.22105 Carpenter29.06 15.16 44.22106 Carpet Layer or Soft Floor Coverer29.06 15.16 44.22107 Cement Finisher30.76 16.42 47.18Future Increase(s):Add $.50/hr on 6/1/2012; Add $ .80 on 6/1/2013108 Drywall Taper or Finisher20.00 6.75 26.75109 ElectricianFuture Increase(s):Add $.50/hr. on 06/04/2012Premium Increase(s):DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year’s Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.27.40 16.54 43.94110 Elevator Constructor43.79 25.48 69.27111 Fence Erector25.50 0.00 25.50112 Fire Sprinkler Fitter36.39 16.86 53.25113 Glazier28.19 9.84 38.03114 Heat or Frost Insulator28.14 19.73 47.87115 Insulator (Batt or Blown)23.62 11.55 35.17116 Ironworker27.48 21.54 49.02

Determination No. 201202179Page 4 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $117 Lather29.06 15.16 44.22118 Line Constructor (Electrical)35.97 18.08 54.05119 Marble Finisher31.16 16.02 47.18120 Marble Mason31.16 16.02 47.18121 Metal Building Erector20.47 3.73 24.20122 Millwright30.66 15.21 45.87123 Overhead Door Installer18.00 0.98 18.98124 Painter18.00 5.35 23.35125 Pavement Marking Operator26.00 0.00 26.00126 Piledriver29.56 15.16 44.72127 Pipeline Fuser or Welder (Gas or Utility)30.52 18.84 49.36129 Plasterer30.76 16.42 47.18Future Increase(s):Add $.50/hr on 6/1/2012; Add $ .80 on 6/1/2013130 Plumber32.01 15.93 47.94Future Increase(s):Add $.75/hr on 6/4/2012; Add $.85/hr on 6/03/2013132 Refrigeration Mechanic32.01 15.93 47.94Future Increase(s):Add $.75/hr on 6/4/2012; Add $.85/hr on 6/4/2013133 Roofer or Waterproofer16.75 6.49 23.24134 Sheet Metal Worker29.24 19.81 49.05Future Increase(s):Add $.50/hr on 6/1/2012; Add $.60/hr on 6/1/2013.135 Steamfitter32.01 15.93 47.94Future Increase(s):Add $.75/hr on 6/4/2012; Add $.85 on 6/3/2013137 Teledata Technician or InstallerPremium Increase(s):DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year’s Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.21.26 11.75 33.01138 Temperature Control Installer31.65 15.04 46.69139 Terrazzo Finisher18.00 5.35 23.35140 Terrazzo Mechanic30.76 16.42 47.18Future Increase(s):Add $.50/hr on 6/1/2012; Add $ .80 on 6/1/2013141 Tile Finisher24.09 15.09 39.18

Determination No. 201202179Page 5 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $142143144146147150151152153154Tile SetterTuckpointer, Caulker or CleanerUnderwater Diver (Except on Great Lakes)Well Driller or Pump InstallerSiding InstallerHeavy Equipment Operator - ELECTRICAL LINE CONSTRUCTIONONLYLight Equipment Operator -ELECTRICAL LINE CONSTRUCTION ONLYHeavy Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLYLight Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLYGroundman - ELECTRICAL LINE CONSTRUCTION ONLY30.7631.1636.2025.3236.6027.4228.7817.8023.3821.3016.4211.0718.8115.3016.3715.1015.169.0012.4810.9747.1842.2355.0140.6252.9742.5243.9426.8035.8632.27TRUCK DRIVERSFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $201203204205207Single Axle or Two AxleThree or More AxleArticulated, Euclid, Dumptor, Off Road Material HaulerPavement Marking VehicleTruck Mechanic32.3224.9115.0019.2524.9110.7614.843.9310.8414.8443.0839.7518.9330.0939.75LABORERSFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $301 General LaborerFuture Increase(s):Add $.50/hr. on 06/04/2012; Add $.75/hr. on 06/03/2013Premium Increase(s):Add $1.00/hr for certified welder and pipelayer; Add$.25/hr for mason tender23.41 13.43 36.84302 Asbestos Abatement Worker23.96 12.88 36.84303 Landscaper21.00 1.15 22.15310 Gas or Utility Pipeline Laborer (Other Than Sewer and Water)19.29 12.20 31.49

Determination No. 201202179Page 6 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $311 Fiber Optic Laborer (Outside, Other Than Concrete Encased)Premium Increase(s):DOT PREMIUMS: Pay two times the hourly basic rateon New Year's Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day & Christmas Day.17.81 12.22 30.03314 Railroad Track Laborer23.96 12.88 36.84HEAVY EQUIPMENT OPERATORSSITE PREPARATION, UTILITY OR LANDSCAPING WORK ONLYFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $501 Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Asphalt Milling Machine; Boring Machine (Directional, Horizontal orVertical); Backhoe (Track Type) Having a Mfgr's Rated Capacity of130,000 Lbs. or Over; Backhoe (Track Type) Having a Mfgr's RatedCapacity of Under 130,000 Lbs., Backhoe (Mini, 15,000 Lbs. & Under);Bulldozer or Endloader (Over 40 hp); Compactor (Self-Propelled 85 FtTotal Drum Width & Over, or Tractor Mounted, Towed & Light Equipment);Concrete Batch Plant, Batch Hopper; Concrete Breaker (Large, Auto,Vibratory/Sonic, Manual or Remote); Crane, Shovel, Dragline, Clamshells;Forklift (Machinery Moving or Steel Erection, 25 Ft & Over); Gradall(Cruz-Aire Type); Grader or Motor Patrol; Master Mechanic; Mechanic orWelder; Robotic Tool Carrier (With or Without Attachments); Scraper (SelfPropelled or Tractor Drawn) 5 cu yds or More Capacity; Tractor or TruckMounted Hydraulic Backhoe; Tractor or Truck Mounted Hydraulic Crane(10 Tons or Under); Tractor (Scraper, Dozer, Pusher, Loader); Trencher(Wheel Type or Chain Type Having Over 8 Inch Bucket).Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.32.42 17.98 50.40502 Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Environmental Burner; Forestry Equipment, Timbco, Tree Shear, TubGrinder, Processor; Jeep Digger; Screed (Milling Machine); Skid Rig;Straddle Carrier or Travel Lift; Stump Chipper; Trencher (Wheel Type orChain Type Having 8 Inch Bucket & Under).Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.31.89 17.98 49.87503 Air Compressor (&/or 400 CFM or Over); Augers (Vertical & Horizontal);Compactor (Self-Propelled 84 Ft Total Drum Width & Under, or TractorMounted, Towed & Light Equipment); Crusher, Screening or Wash Plant;Farm or Industrial Type Tractor; Forklift; Generator (&/or 150 KW or Over);Greaser; High Pressure Utility Locating Machine (Daylighting Machine);Mulcher; Oiler; Post Hole Digger or Driver; Pump (3 Inch or Over) or WellPoints; Refrigeration Plant or Freeze Machine; Rock, Stone Breaker; SkidSteer Loader (With or Without Attachments); Vibratory Hammer orExtractor, Power Pack.Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.31.89 17.98 49.87

Determination No. 201202179Page 7 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $504 Work Performed on the Great Lakes Including Diver; Wet Tender or36.20 18.81 55.01Hydraulic Dredge Engineer.505 Work Performed on the Great Lakes Including Crane or BackhoeOperator; Assistant Hydraulic Dredge Engineer; Hydraulic DredgeLeverman or Diver's Tender; Mechanic or Welder; 70 Ton & Over TugOperator.Premium Increase(s):Add $.50/hr for friction crane, lattice boom or cranecertification (CCO).37.45 19.45 56.90506 Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or More); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.26.80 18.52 45.32507 Work Performed on the Great Lakes Including Deck Equipment Operator,Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under); Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.27.75 19.15 46.90HEAVY EQUIPMENT OPERATORSEXCLUDING SITE PREPARATION, UTILITY, PAVING LANDSCAPING WORKFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $508 Boring Machine (Directional); Crane, Tower Crane, Pedestal Tower orDerrick, With or Without Attachments, With a Lifting Capacity of Over 100Tons, Self-Erecting Tower Crane With a Lifting Capacity of Over 4,000Lbs., Crane With Boom Dollies; Crane, Tower Crane, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 176 Ft or Over;Master Mechanic.Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.Premium Increase(s):Add $.50/hr at 200 ton: Add $1.00/hr. at 300 ton; Add$1.50/hr at 400 ton; Add $2.00/hr at 500 ton.34.62 17.98 52.60509 Backhoe (Track Type) Having a Mfgr's Rated Capacity of 130,000 Lbs. orOver; Boring Machine (Horizontal or Vertical); Caisson Rig; Crane, TowerCrane, Portable Tower, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of 100 Tons or Under, Self-ErectingTower Crane With A Lifting Capacity Of 4,000 Lbs. & Under; Crane, TowerCrane, Portable Tower, Pedestal Tower or Derrick, With Boom, Leads&/or Jib Lengths Measuring 175 Ft or Under; Pile Driver; Versi Lifts,Tri-Lifts & Gantrys (20,000 Lbs. & Over).Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.Premium Increase(s):Add $.25/hr for cranes with lifting capacity of 45 ton orover.33.62 17.98 51.60

Determination No. 201202179Page 8 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $510 Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under 130,000Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Concrete Bump Cutter,Grinder, Planing or Grooving Machine; Concrete Laser/Screed; ConcretePaver (Slipform); Concrete Pump (Over 46 Meter), Concrete Conveyor(Rotec or Bidwell Type); Concrete Slipform Placer Curb & Gutter Machine;Concrete Spreader & Distributor; Dredge (NOT Performing Work on theGreat Lakes); Forklift (Machinery Moving or Steel Erection, 25 Ft & Over);Gradall (Cruz-Aire Type); Hydro-Blaster (10,000 PSI or Over); MillingMachine; Skid Rig; Traveling Crane (Bridge Type).Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.32.42 17.98 50.40511 Air, Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Bulldozer or Endloader (Over 40 hp); Compactor (Self-Propelled 85 FtTotal Drum Width & Over, or Tractor Mounted, Towed & Light Equipment);Concrete Pump (46 Meter & Under), Concrete Conveyor (Rotec or BidwellType); Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10Tons or Under); Environmental Burner; Gantrys (Under 20,000 Lbs.);Grader or Motor Patrol; High Pressure Utility Locating Machine(Daylighting Machine); Manhoist; Material or Stack Hoist; Mechanic orWelder; Railroad Track Rail Leveling Machine, Tie Placer, Extractor,Tamper, Stone Leveler or Rehabilitation Equipment; Roller (Over 5 Ton);Scraper (Self Propelled or Tractor Drawn) 5 cu yd or More Capacity;Screed (Milling Machine); Sideboom; Straddle Carrier or Travel Lift; Tiningor Curing Machine; Tractor (Scraper, Dozer, Pusher, Loader); Tractor orTruck Mounted Hydraulic Backhoe; Tractor or Truck Mounted HydraulicCrane (10 Tons or Under); Trencher (Wheel Type or Chain Type HavingOver 8-Inch Bucket).Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.31.89 17.98 49.87512 Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Compactor (Self-Propelled 84 Ft Total Drum Width & Under, or TractorMounted, Towed & Light Equipment); Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Conveyor System; Concrete Finishing Machine (RoadType); Fireman (Pile Driver & Derrick NOT Performing Work on the GreatLakes); Grout Pump; Hoist (Tugger, Automatic); Industrial Locomotives;Jeep Digger; Lift Slab Machine; Mulcher; Roller (Rubber Tire, 5 Ton orUnder); Screw or Gypsum Pumps; Stabilizing or Concrete Mixer(Self-Propelled or 14S or Over); Stump Chipper; Trencher (Wheel Type orChain Type Having 8-Inch Bucket & Under); Winches & A-Frames.37.47 19.10 56.57513 Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Boatmen (NOT Performing Workon the Great Lakes); Boiler (Temporary Heat); Crusher, Screening orWash Plant; Elevator; Farm or Industrial Type Tractor; Fireman (AsphaltPlant NOT Performing Work on the Great Lakes); Forklift; Generator (&/or150 KW or Over); Greaser; Heaters (Mechanical); Loading Machine(Conveyor); Oiler; Post Hole Digger or Driver; Prestress Machine; Pump(3 Inch or Over) or Well Points; Refrigeration Plant or Freeze Machine;Robotic Tool Carrier (With or Without Attachments); Rock, Stone Breaker;Skid Steer Loader (With or Without Attachments); Vibratory Hammer orExtractor, Power Pack.Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.29.19 17.98 47.17

Determination No. 201202179Page 9 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $514 Gas or Utility Pipeline, Except Sewer & Water (Primary Equipment).34.89 19.68 54.57Future Increase(s):Add $2/hr. on 1/1/2013.515 Gas or Utility Pipeline, Except Sewer & Water (Secondary Equipment). 30.32 17.40 47.72516 Fiber Optic Cable Equipment25.74 15.85 41.59

Determination No. 201202179Page 10 of 21SEWER, WATER OR TUNNEL CONSTRUCTIONIncludes those projects that primarily involve public sewer or water distribution, transmission or collection systems andrelated tunnel work (excluding buildings).SKILLED TRADESFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $103 Bricklayer, Blocklayer or Stonemason31.16 16.02 47.18105 CarpenterPremium Increase(s):DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year's Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.33.43 19.31 52.74107 Cement Finisher29.35 15.05 44.40109 Electrician29.02 14.32 43.34111 Fence Erector25.50 0.00 25.50116 Ironworker30.90 19.11 50.01118 Line Constructor (Electrical)35.97 18.08 54.05125 Pavement Marking Operator26.00 0.00 26.00126 Piledriver29.56 15.16 44.72130 Plumber31.65 15.04 46.69135 Steamfitter31.65 15.04 46.69137 Teledata Technician or Installer21.26 11.75 33.01143 Tuckpointer, Caulker or Cleaner31.16 11.07 42.23144 Underwater Diver (Except on Great Lakes)36.20 18.81 55.01146 Well Driller or Pump Installer24.22 14.80 39.02150 Heavy Equipment Operator - ELECTRICAL LINE CONSTRUCTION27.42 15.10 42.52ONLY151 Light Equipment Operator -ELECTRICAL LINE CONSTRUCTION ONLY 28.78 15.16 43.94152 Heavy Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY17.80 9.00 26.80153 Light Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY23.38 12.48 35.86154 Groundman - ELECTRICAL LINE CONSTRUCTION ONLY21.30 10.97 32.27

Determination No. 201202179Page 11 of 21TRUCK DRIVERSFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $201 Single Axle or Two Axle23.00 8.64 31.64203 Three or More Axle17.54 13.41 30.95204 Articulated, Euclid, Dumptor, Off Road Material HaulerFuture Increase(s):Add $1.75/hr on 6/1/2012; Add $1.85/hr on 6/1/2013.Premium Increase(s):DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year's Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.22.50 16.19 38.69205 Pavement Marking Vehicle19.25 10.84 30.09207 Truck Mechanic17.54 13.41 30.95LABORERSFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $301 General LaborerFuture Increase(s):Add $.70/hr. on 06/04/2012; Add $.80/hr. on 06/03/2013Premium Increase(s):Add $.20 for blaster, bracer, manhole builder, caulker,bottomman and power tool; Add $.55 for pipelayer; Add$1.00 for 0-15 lbs. compressed air; Add $2.00 for 15-30lbs. compressed air; Add $3.00 for over 30 lbs.compressed air.25.03 13.44 38.47303 Landscaper21.00 1.15 22.15304 Flagperson or Traffic Control Person22.50 12.90 35.40311 Fiber Optic Laborer (Outside, Other Than Concrete Encased)17.61 11.67 29.28314 Railroad Track Laborer23.96 12.88 36.84

Determination No. 201202179Page 12 of 21HEAVY EQUIPMENT OPERATORSSEWER, WATER OR TUNNEL WORKFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $521 Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Pedestal Tower or Derrick, WithBoom, Leads &/or Jib Lengths Measuring 176 Ft or Over; Crane, TowerCrane, Pedestal Tower or Derrick, With or Without Attachments, With aLifting Capacity of Over 100 Tons, Self-Erecting Tower Crane With aLifting Capacity Of Over 4,000 Lbs., Crane With Boom Dollies; MasterMechanic; Pile Driver.Future Increase(s):Add $2.05/hr on 6/4/2012.Premium Increase(s):Add $.25/hr for operating tower crane.34.69 18.55 53.24522 Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under 130,000Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Boring Machine (Directional);Concrete Bump Cutter, Grinder, Planing or Grooving Machine; ConcreteLaser/Screed; Concrete Paver (Slipform); Concrete Pump (Over 46Meter), Concrete Conveyor (Rotec or Bidwell Type); Concrete Spreader &Distributor; Crane, Tower Crane, Portable Tower, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft or Under;Crane, Tower Crane, Portable Tower, Pedestal Tower or Derrick, With orWithout Attachments, With a Lifting Capacity of 100 Tons or Under,Self-Erecting Tower Crane With a Lifting Capacity of 4,000 Lbs. & Under;Dredge (NOT Performing Work on the Great Lakes); Milling Machine; SkidRig; Telehandler; Traveling Crane (Bridge Type).Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.32.42 17.98 50.40523 Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Boring Machine (Horizontal or Vertical); Bulldozer or Endloader (Over 40hp); Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10 Tonsor Under); Concrete Pump (46 Meter & Under), Concrete Conveyor (Rotecor Bidwell Type); Concrete Slipform Placer Curb & Gutter Machine;Gradall (Cruz-Aire Type); Grader or Motor Patrol; Hydro-Blaster (10,000PSI or Over); Manhoist; Material or Stack Hoist; Mechanic or Welder;Roller (Over 5 Ton); Scraper (Self Propelled or Tractor Drawn) 5 cu yd orMore Capacity; Screed (Milling Machine); Sideboom; Straddle Carrier orTravel Lift; Tractor (Scraper, Dozer, Pusher, Loader); Tractor or TruckMounted Hydraulic Backhoe; Tractor or Truck Mounted Hydraulic Crane(10 Tons or Under); Trencher (Wheel Type or Chain Type Having Over8-Inch Bucket).31.89 18.22 50.11

Determination No. 201202179Page 13 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $524 Backfiller; Broom or Sweeper; Bulldozer or Endloader (Under 40 hp);Compactor (Self-Propelled 85 Ft Total Drum Width & Over, or TractorMounted, Towed & Light Equipment); Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Conveyor System; Concrete Finishing Machine (RoadType); Environmental Burner; Fireman (Pile Driver & Derrick NOTPerforming Work on the Great Lakes); Forestry Equipment, Timbco, TreeShear, Tub Grinder, Processor; Hoist (Tugger, Automatic); Grout Pump;Jeep Digger; Lift Slab Machine; Mulcher; Power Subgrader; Pump (3 Inchor Over) or Well Points; Robotic Tool Carrier (With or WithoutAttachments); Roller (Rubber Tire, 5 Ton or Under); Screw or GypsumPumps; Stabilizing or Concrete Mixer (Self-Propelled or 14S or Over);Stump Chipper; Tining or Curing Machine; Trencher (Wheel Type or ChainType Having 8-Inch Bucket & Under); Winches & A-Frames.30.89 18.12 49.01525 Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Compactor (Self-Propelled 84 FtTotal Drum Width & Under, or Tractor Mounted, Towed & LightEquipment); Crusher, Screening or Wash Plant; Farm or Industrial TypeTractor; Fireman (Asphalt Plant NOT Performing Work on the GreatLakes); Generator (&/or 150 KW or Over); Heaters (Mechanical); HighPressure Utility Locating Machine (Daylighting Machine); Loading Machine(Conveyor); Post Hole Digger or Driver; Refrigeration Plant or FreezeMachine; Rock, Stone Breaker; Skid Steer Loader (With or WithoutAttachments); Vibratory Hammer or Extractor, Power Pack.29.19 19.20 48.39526 Boiler (Temporary Heat); Forklift; Greaser; Oiler.29.19 17.96 47.15527 Work Performed on the Great Lakes Including Diver; Wet Tender or36.20 18.81 55.01Hydraulic Dredge Engineer.528 Work Performed on the Great Lakes Including 70 Ton & Over TugOperator; Assistant Hydraulic Dredge Engineer; Crane or BackhoeOperator; Hydraulic Dredge Leverman or Diver's Tender; Mechanic orWelder.36.20 18.81 55.01529 Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or More); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.26.80 18.52 45.32530 Work Performed on the Great Lakes Including Deck Equipment Operator;Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under), Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.26.80 18.52 45.32

Determination No. 201202179Page 14 of 21LOCAL STREET OR MISCELLANEOUS PAVING CONSTRUCTIONIncludes roads, streets, alleys, trails, bridges, paths, racetracks, parking lots and driveways (except residential oragricultural), public sidewalks or other similar projects (excluding projects awarded by the Wisconsin Department ofTransportation).SKILLED TRADESFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $103 Bricklayer, Blocklayer or Stonemason31.16 16.02 47.18105 Carpenter29.06 15.16 44.22107 Cement Finisher29.35 15.05 44.40109 ElectricianFuture Increase(s):Add $.50/hr. effective 06/04/2012.Premium Increase(s):DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year’s Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.28.74 17.86 46.60111 Fence Erector25.50 0.00 25.50116 Ironworker27.48 21.54 49.02118 Line Constructor (Electrical)35.97 18.08 54.05124 Painter18.00 5.35 23.35125 Pavement Marking Operator26.00 0.00 26.00126 Piledriver29.56 15.16 44.72133 Roofer or Waterproofer16.75 6.49 23.24137 Teledata Technician or Installer21.26 11.75 33.01143 Tuckpointer, Caulker or Cleaner31.16 11.07 42.23144 Underwater Diver (Except on Great Lakes)36.20 18.81 55.01150 Heavy Equipment Operator - ELECTRICAL LINE CONSTRUCTION35.42 12.90 48.32ONLY151 Light Equipment Operator -ELECTRICAL LINE CONSTRUCTION ONLYPremium Increase(s):DOT PREMIUM: Pay two times the hourly basic rate onSunday, New Year’s Day, Memorial Day, IndependenceDay, Labor Day, Thanksgiving Day & Christmas Day.29.64 14.64 44.28152 Heavy Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY25.18 13.07 38.25153 Light Truck Driver - ELECTRICAL LINE CONSTRUCTION ONLY23.38 12.48 35.86154 Groundman - ELECTRICAL LINE CONSTRUCTION ONLY21.30 10.97 32.27

Determination No. 201202179Page 15 of 21TRUCK DRIVERSFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $201 Single Axle or Two Axle15.00 0.00 15.00203 Three or More Axle15.50 1.55 17.05204 Articulated, Euclid, Dumptor, Off Road Material Hauler31.89 17.98 49.87Future Increase(s):Add $1/hr on 6/3/2012; Add $1/hr on 6/2/2013.205 Pavement Marking Vehicle19.25 10.84 30.09206 Shadow or Pilot Vehicle15.00 0.00 15.00207 Truck Mechanic15.50 1.55 17.05LABORERSFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $301 General LaborerFuture Increase(s):Add $1.60/hr on 6/1/2012: Add $1.70/hr on 6/1/2013;Add $1.60/hr on 6/1/2014.Premium Increase(s):Add $.10/hr for topman, air tool operator, vibrator ortamper operator (mechanical hand operated), chain sawoperator and demolition burning torch laborer; Add$.15/hr for bituminous worker (raker and luteman),formsetter (curb, sidewalk and pavement) and strike offman; Add $.20/hr for blaster and powderman; Add$.25/hr for bottomman; Add $.35/hr for line and gradespecialist; Add $.45/hr for pipelayer. DOT PREMIUMS:1) Pay two times the hourly basic rate on Sunday, NewYear's Day, Memorial Day, Independence Day, LaborDay, Thanksgiving Day & Christmas Day. 2) Add$1.25/hr for work on projects involving temporary trafficcontrol setup, for lane and shoulder closures, whenwork under artificial illumination conditions is necessaryas required by the project provisions (including preptime prior to and/or cleanup after such time period).26.92 13.45 40.37

Determination No. 201202179Page 16 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $303 LandscaperFuture Increase(s):Add $1.60/hr on 6/1/12; Add $1.70/hr on 6/1/13; Add$1.60/hr on 6/1/14.Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr for work on projectsinvolving temporary traffic control setup, for lane andshoulder closures, when work under artificial illuminationconditions is necessary as required by the projectprovisions (including prep time prior to and/or cleanupafter such time period).26.92 13.45 40.37304 Flagperson or Traffic Control PersonFuture Increase(s):Add $1.60/hr on 6/1/2012; Add $1.70/hr on 6/1/2013;Add $1.60/hr on 6/1/2014.Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year’s Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr when the WisconsinDepartment of Transportation or responsible governingagency requires that work be performed at night underartificial illumination with traffic control and the work iscompleted after sunset and before sunrise.23.55 13.45 37.00311 Fiber Optic Laborer (Outside, Other Than Concrete Encased)17.61 11.67 29.28314 Railroad Track Laborer23.96 12.88 36.84

Determination No. 201202179Page 17 of 21HEAVY EQUIPMENT OPERATORSCONCRETE PAVEMENT OR BRIDGE WORKFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $541 Crane, Tower Crane, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of Over 100 Tons, Self-ErectingTower Crane With a Lifting Capacity Of Over 4,000 Lbs., Crane WithBoom Dollies; Crane, Tower Crane, Pedestal Tower or Derrick, WithBoom, Leads &/or Jib Lengths Measuring 176 Ft or Over; MasterMechanic.Future Increase(s):Add $2/hr on 6/1/12; Add $2/hr on 6/1/13; Add $1.75/hron 6/1/14.Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr for work on projectsinvolving temporary traffic control setup, for lane andshoulder closures, when work under artificial illuminationconditions is necessary as required by the projectprovisions (including prep time prior to and/or cleanupafter such time period).34.22 18.90 53.12542 Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Portable Tower, Pedestal Toweror Derrick, With or Without Attachments, With a Lifting Capacity of 100Tons or Under, Self-Erecting Tower Crane With a Lifting Capacity of 4,000Lbs. & Under; Crane, Tower Crane Portable Tower, Pedestal Tower orDerrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft or Under;Dredge (NOT Performing Work on the Great Lakes); Licensed Boat Pilot(NOT Performing Work on the Great Lakes); Pile Driver.Future Increase(s):Add $2/hr on 6/1/12; Add $2/hr on 6/1/13; Add $1.75/hron 6/1/14.Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr for work on projectsinvolving temporary traffic control setup, for lane andshoulder closures, when work under artificial illuminationconditions is necessary as required by the projectprovisions (including prep time prior to and/or cleanupafter such time period).33.72 18.90 52.62

Determination No. 201202179Page 18 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $543 Air Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Automatic Subgrader (Concrete); Backhoe (Track Type) Having a Mfgr.'sRated Capacity of Under 130,000 Lbs., Backhoe (Mini, 15,000 Lbs. &Under); Boring Machine (Directional, Horizontal or Vertical); Bridge(Bidwell) Paver; Bulldozer or Endloader; Concrete Batch Plant, BatchHopper; Concrete Breaker (Large, Auto, Vibratory/Sonic, Manual orRemote); Concrete Bump Cutter, Grinder, Planing or Grooving Machine;Concrete Conveyor System; Concrete Laser/Screed; Concrete Paver(Slipform); Concrete Pump, Concrete Conveyor (Rotec or Bidwell Type);Concrete Slipform Placer Curb & Gutter Machine; Concrete Spreader &Distributor; Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane(10 Tons or Under); Crane With a Lifting Capacity of 25 Tons or Under;Forestry Equipment, Timbco, Tree Shear, Tub Grinder, Processor; Gradall(Cruz-Aire Type); Grader or Motor Patrol; Grout Pump; Hydro-Blaster(10,000 PSI or Over); Loading Machine (Conveyor); Manhoist; Material orStack Hoist; Mechanic or Welder; Milling Machine; Post Hole Digger orDriver; Scraper (Self Propelled or Tractor Drawn) 5 cu yds or MoreCapacity; Shoulder Widener; Sideboom; Skid Rig; Stabilizing or ConcreteMixer (Self-Propelled or 14S or Over); Straddle Carrier or Travel Lift;Tractor (Scraper, Dozer, Pusher, Loader); Tractor or Truck MountedHydraulic Backhoe; Trencher (Wheel Type or Chain Type); Tube Finisher;Tugger (NOT Performing Work on the Great Lakes); Winches &A-Frames.Future Increase(s):Add $2/hr on 6/1/12; Add $2/hr on 6/1/13; Add $1.75/hron 6/1/14.Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr for work on projectsinvolving temporary traffic control setup, for lane andshoulder closures, when work under artificial illuminationconditions is necessary as required by the projectprovisions (including prep time prior to and/or cleanupafter such time period).33.22 18.90 52.12

Determination No. 201202179Page 19 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $544 Backfiller; Belting, Burlap, Texturing Machine; Broom or Sweeper;Compactor (Self-Propelled or Tractor Mounted, Towed & LightEquipment); Concrete Finishing Machine (Road Type); EnvironmentalBurner; Farm or Industrial Type Tractor; Fireman (Pile Driver & DerrickNOT Performing Work on the Great Lakes); Forklift; Greaser; Jeep Digger;Joint Sawer (Multiple Blade); Launch (NOT Performing Work on the GreatLakes); Lift Slab Machine; Mechanical Float; Mulcher; Power Subgrader;Robotic Tool Carrier (WIth or Without Attachments); Self Propelled ChipSpreader; Shouldering Machine; Skid Steer Loader (With or WithoutAttachments); Telehandler; Tining or Curing Machine.Future Increase(s):Add $2/hr on 6/1/12; Add $2/hr on 6/1/13; Add $1.75/hron 6/1/14.Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr for work on projectsinvolving temporary traffic control setup, for lane andshoulder closures, when work under artificial illuminationconditions is necessary as required by the projectprovisions (including prep time prior to and/or cleanupafter such time period).33.22 18.90 52.12545 Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Automatic Belt Conveyor & Surge Bin; Boiler (Temporary Heat);Concrete Proportioning Plant; Crusher, Screening or Wash Plant;Generator (&/or 150 KW or Over); Heaters (Mechanical); High PressureUtility Locating Machine (Daylighting Machine); Mudjack; Oiler; PrestressMachine; Pug Mill; Pump (3 Inch or Over) or Well Points; Rock, StoneBreaker; Screed (Milling Machine); Stump Chipper; Tank Car Heaters;Vibratory Hammer or Extractor, Power Pack.30.42 17.58 48.00546 Fiber Optic Cable Equipment.24.39 15.45 39.84547 Work Performed on the Great Lakes Including Diver; Wet Tender or36.20 18.81 55.01Hydraulic Dredge Engineer.548 Work Performed on the Great Lakes Including 70 Ton & Over TugOperator; Assistant Hydraulic Dredge Engineer; Crane or BackhoeOperator; Hydraulic Dredge Leverman or Diver's Tender; Mechanic orWelder.36.20 18.81 55.01549 Work Performed on the Great Lakes Including Deck Equipment Operatoror Machineryman (Maintains Cranes Over 50 Tons or Backhoes 115,000Lbs. or more); Tug, Launch or Loader, Dozer or Like Equipment WhenOperated on a Barge, Breakwater Wall, Slip, Dock or Scow, DeckMachinery.26.80 18.52 45.32550 Work Performed on the Great Lakes Including Deck Equipment Operator;Machineryman or Fireman (Operates 4 Units or More or Maintains Cranes50 Tons or Under or Backhoes 115,000 Lbs. or Under); Deck Hand, DeckEngineer or Assistant Tug Operator; Off Road Trucks - Great LakesONLY.26.80 18.52 45.32

Determination No. 201202179Page 20 of 21HEAVY EQUIPMENT OPERATORSASPHALT PAVEMENT OR OTHER WORKFringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $551 Crane, Tower Crane, Pedestal Tower or Derrick, With or WithoutAttachments, With a Lifting Capacity of Over 100 Tons, Self ErectingTower Crane With a Lifting Capacity of Over 4,000 Lbs., Crane With BoomDollies; Crane, Tower Crane, Pedestal Tower or Derrick, With Boom,Leads and/or Jib Lengths Measuring 176 Ft or Over; Master Mechanic.34.62 17.96 52.58552 Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of 130,000 Lbs. orOver; Caisson Rig; Crane, Tower Crane, Portable Tower, Pedestal Toweror Derrick, With or Without Attachments, With a Lifting Capacity of 100Tons or Under, Self-Erecting Tower Crane With a Lifting Capacity Of4,000 Lbs. & Under; Crane, Tower Crane, Portable Tower, PedestalTower or Derrick, With Boom, Leads &/or Jib Lengths Measuring 175 Ft orUnder; Dredge (NOT Performing Work on the Great Lakes); LicensedBoat Pilot (NOT Performing Work on the Great Lakes); Pile Driver.Future Increase(s):Add $2/hr on 6/1/12; Add $2/hr on 6/1/13; Add $1.75/hron 6/1/14.Premium Increase(s):DOT PREMIUMS: 1) Pay two times the hourly basicrate on Sunday, New Year's Day, Memorial Day,Independence Day, Labor Day, Thanksgiving Day &Christmas Day. 2) Add $1.25/hr for work on projectsinvolving temporary traffic control setup, for lane andshoulder closures, when work under artificial illuminationconditions is necessary as required by the projectprovisions (including prep time prior to and/or cleanupafter such time period).33.72 18.90 52.62553 Air, Track, Rotary or Percussion Drilling Machine &/or Hammers, Blaster;Asphalt Heater, Planer & Scarifier; Asphalt Milling Machine; AsphaltScreed; Backhoe (Track Type) Having a Mfgr.'s Rated Capacity of Under130,000 Lbs., Backhoe (Mini, 15,000 Lbs. & Under); Bituminous (Asphalt)Plant & Paver, Screed; Boring Machine (Directional, Horizontal orVertical); Bulldozer or Endloader; Concrete Breaker (Large, Auto,Vibratory/Sonic, Manual or Remote); Concrete Conveyor System;Concrete Laser/Screed; Concrete Slipform Placer Curb & Gutter Machine;Crane (Carry Deck, Mini) or Truck Mounted Hydraulic Crane (10 Tons orUnder); Crane With a Lifting Capacity of 25 Tons or Under; ForestryEquipment, Timbco, Tree Shear, Tub Grinder, Processor; Gradall(Cruz-Aire Type); Grader or Motor Patrol; Hydro-Blaster (10,000 PSI orOver); Loading Machine (Conveyor); Manhoist; Material or Stack Hoist;Mechanic or Welder; Milling Machine; Post Hole Digger or Driver; RailroadTrack Rail Leveling Machine, Tie Placer, Extractor, Tamper, Stone Leveleror Rehabilitation Equipment; Roller (Over 5 Ton); Scraper (Self Propelledor Tractor Drawn) 5 cu yds or More Capacity; Shoulder Widener;Sideboom; Skid Rig; Stabilizing or Concrete Mixer (Self-Propelled or 14Sor Over); Tractor (Scraper, Dozer, Pusher, Loader); Tractor or TruckMounted Hydraulic Backhoe; Trencher (Wheel Type or Chain Type); TubeFinisher; Tugger (NOT Performing Work on the Great Lakes); Winches &A-Frames.24.65 16.90 41.55

Determination No. 201202179Page 21 of 21Fringe Benefits Must Be Paid On All Hours WorkedHOURLY HOURLYCODE TRADE OR OCCUPATIONBASIC RATEOF PAYFRINGEBENEFITS TOTAL$ $ $554 Backfiller; Broom or Sweeper; Compactor (Self-Propelled or TractorMounted, Towed & Light Equipment); Concrete Finishing Machine (RoadType); Environmental Burner; Farm or Industrial Type Tractor; Fireman(Asphalt Plant, Pile Driver & Derrick NOT Performing Work on the GreatLakes); Forklift; Greaser; Hoist (Tugger, Automatic); Jeep Digger; JointSawer (Multiple Blade); Launch (NOT Performing Work on the GreatLakes); Lift Slab Machine; Mechanical Float; Mulcher; Power Subgrader;Robotic Tool Carrier (With or Without Attachments); Roller (Rubber Tire, 5Ton or Under); Self-Propelled Chip Spreader; Shouldering Machine; SkidSteer Loader (With or Without Attachments); Telehandler.24.65 16.90 41.55555 Air Compressor (&/or 400 CFM or Over); Air, Electric or Hydraulic JackingSystem; Augers (Vertical & Horizontal); Automatic Belt Conveyor & SurgeBin; Boiler (Temporary Heat); Crusher, Screening or Wash Plant;Generator (&/or 150 KW or Over); Heaters (Mechanical); High PressureUtility Locating Machine (Daylighting Machine); Mudjack; Oiler; PrestressMachine; Pug Mill; Pump (3 Inch or Over) or Well Points; Rock, StoneBreaker; Screed (Milling Machine); Stump Chipper; Tank Car Heaters;Vibratory Hammer or Extractor, Power Pack.24.65 16.90 41.55556 Fiber Optic Cable Equipment.24.39 15.45 39.84*************************************************************** END OF RATES ***************************************************************

INDEXSPECIAL PROVISIONSREID GOLF COURSE PONDS AND CHANNEL NATURALIZATIONUNIT T-121. SCOPE OF WORK2. APPLICABLE SPECIFICATIONS3. PREQUALIFICATION4. NOTES TO BIDDERS5. SCHEDULE AND COMPLETION TIME6. RESTORATION WARRANTY7. CONSTRUCTION STAKING8. INSURANCE REQUIREMENTS9. EROSION CONTROL PLAN10. COMPACTION TESTING11. TOPSOIL STOCKPILING AND PLACEMENT12. ROCK COLOR REQUIREMENTS13. PERMITS14. UTILITIES15. SITE ACCESS16. TRAFFIC CONTROL17. AREA CONSTRUCTION PROJECTS18. HAUL ROUTES19. EXISTING DRAIN TILE20. TREE REMOVAL & PROTECTION21. CONTRACTOR PERFORMANCE RATING22. SURFACE RESTORATION OUTSIDE OF GOLF COURSE TURF AREAS23. STORM SEWERS24. GOLF COURSE DRAINAGE25. WATER MAIN26. GOLF COURSE IRRIGATIONSP-1City of Appleton – Reid Golf Course – 60147926

27. GOLF COURSE FEATURE CONSTRUCTION28. DRY CUT STONE RETAINING WALL29. GOLF COURSE BRIDGES, 25 FOOT & 30 FOOT30. MEASUREMENTS AND PAYMENTS31. UNSUITABLE MATERIAL DISPOSAL32. CHANGE ORDERS33. GEOTECHNICAL MEMORANDUM34. PROTECTION OF PROPERTY35. CONTAMINATED MATERIALSP-2City of Appleton – Reid Golf Course – 60147926

SPECIAL PROVISIONSREID GOLF COURSE PONDS AND CHANNEL NATURALIZATIONUNIT T-121. SCOPE OF WORKThe construction work covered by these Specifications shall include the furnishing of all materials,equipment, and labor necessary to complete the project together with such appurtenances andincidentals as shown on the plans and set forth in the Specifications, except those specificallystated as being furnished and/or performed by others.The City of Appleton is the OWNER of the project and is also designated as “City” in Section 1.3of the City of Appleton General Requirements. The ENGINEER is defined under Section 1.4 ofthe City of Appleton General Requirements as the Director of Public Works of the City of Appletonor their Authorized Representative.The CONTRACTOR for this project refers to the Prime Contractor. The CONTRACTOR must bea Golf Course Builder Member of the Golf Course Builders Association of America, as outlined inSection 3. Prequalification of the Special Provisions.It is anticipated that the Notice to Proceed will be issued by the OWNER around October 29, 2012.If City of Appleton water is used, the rules for City of Appleton hydrant and water usage aredetailed in the City of Appleton Water Division Specifications.The design quantities are shown on the plans. Only the ENGINEER can authorize changeorders. Direction from other City Staff does not authorize a change order. All changes must beapproved by ENGINEER prior to start of work.2. APPLICABLE SPECIFICATIONSThe following Specifications, in addition to these Specifications, shall be applicable to allconstruction under this project:A. State of Wisconsin Department of Transportation, “Standard Specifications for Highwayand Structure Construction,” 2012 Edition, including any subsequent SupplementalSpecifications, hereinafter to be referred to as the State Specifications.B. The City of Appleton Standard Construction Specifications are available under separatecover. City of Appleton Standard Specifications, such as the Sewer Specification, ErosionControl and Vegetative Restoration Specifications, and Temporary Traffic Control, areissued under a separate book. The 2012 City of Appleton Standard Specifications areconsidered an integral part of the bidding documents for this project. All bidders areresponsible for obtaining a copy of the 2012 City of Appleton Standard Specificationsfrom the Department of Public Works. These specifications are available on the City’swebsite at www.appleton.org, under Departments-Public Works-Projects Open for Bid.1. Where references to "City of Appleton Sewer Specifications" or similar, the "Cityof Appleton 2012 Standard Specifications for Construction" is intended to bereferenced.C. Site Specifications, included in this Specification book.3. PREQUALIFICATIONPrequalification specific to this project is required for CONTRACTOR and forSUBCONTRACTORS listed in this section.SP-3City of Appleton – Reid Golf Course – 60147926

The CONTRACTOR shall submit a prequalification package at least five days prior to bid openingthat includes the following: 2012 Bidders Proof of Responsibility form, and Statement of Qualifications for Golf Course Contractors form.If CONTRACTOR qualifications are not submitted at least five days prior to bid opening, theOWNER reserves the right to deem the proposal or bid package “unresponsive” and/or not toopen CONTRACTOR’s bid package.Prequalification forms specific to the following work must also be submitted by theCONTRACTOR or SUBCONTRACTOR at least five days prior to bid opening:Retaining WallNative LandscapingIrrigation SystemIf a CONTRACTOR indicates in the Subcontractor section of the Proposal form thatCONTRACTOR will use a Subcontractor for the retaining wall, native landscaping, and/orirrigation system work that has not been prequalified, OWNER reserves the right to deem theproposal or bid package “unresponsive.” If a CONTRACTOR indicates in the Subcontractorsection of the Proposal from that CONTRACTOR will use a Mass Grading Subcontractor that didnot attend the Pre-bid meeting listed in Section 4. Notes to Bidders of the Special Provisions,OWNER reserves the right to deem the proposal or bid package “unresponsive.”A. Golf Course1. The CONTRACTOR shall be a Golf Course Contractor meeting the requirementsindicated on the Statement of Qualifications for Golf Course Contractors. TheCONTRACTOR's organization must, at a minimum, be a Golf Course BuilderMember of the Golf Course Builders Association of America.2. The CONTRACTOR must have satisfactorily completed five (5) golf courseprojects within the past seven (7) years of similar character to that required in theproposed Contract. The work shall have been of substantial detail to reflect theCONTRACTOR’s ability to read and interpret the plans and satisfactorily executethe work.B. Retaining Wall1. The CONTRACTOR, or the SUBCONTRACTOR that performs retaining wallwork, shall be a Retaining Wall Contractor meeting the requirements indicated onthe Statement of Qualifications for Retaining Wall Contractors. TheCONTRACTOR shall submit a Statement of Qualifications for Retaining WallContractors citing satisfactory completion by CONTRACTOR orSUBCONTRACTOR of at least three (3) dry cut stone or segmental retainingwalls of similar, or greater, height and face area, within the past eight (8) years.The CONTRACTOR shall indicate on the Statement of Qualifications for GolfCourse Contractors the CONTRACTOR or SUBCONTRACTOR who will performthe retaining wall work.2. OWNER has sole authority to approve or disapprove retaining wallCONTRACTOR or SUBCONTRACTOR at OWNER’s sole discretion. If theCONTRACTOR fails to provide the OWNER with a Statement of Qualificationsfor Retaining Wall Contractors that meets the listed requirements, the OWNERmay, at its sole discretion, reject the bid of the CONTRACTOR. If theCONTRACTOR submits a Statement of Qualifications for Retaining WallContractors that is not approved, the CONTRACTOR may submit a new,SP-4City of Appleton – Reid Golf Course – 60147926

C. Native Landscapingcomplete prequalification packet to meet the prequalification requirements, solong as it is submitted at least five (5) days prior to the bid opening.1. The CONTRACTOR, or the SUBCONTRACTOR that performs nativelandscaping work, shall be a Native Landscaping Contractor meeting therequirements indicated on the Statement of Qualifications for Native LandscapingContractors. The CONTRACTOR shall submit a Statement of Qualifications forNative Landscaping Contractors citing satisfactory completion by CONTRACTORor SUBCONTRACTOR of at least five (5) native landscaping projects of similaror greater scope in the last three (3) years. The CONTRACTOR shall indicate onthe Statement of Qualifications for Golf Course Contractors the CONTRACTORor SUBCONTRACTOR who will perform the native landscaping work.2. OWNER has sole authority to approve or disapprove native landscapingCONTRACTOR or SUBCONTRACTOR at OWNER’s sole discretion. If theCONTRACTOR fails to provide the OWNER with a Statement of Qualificationsfor Native Landscaping Contractors that meets the listed requirements, theOWNER may, at its sole discretion, reject the bid of the CONTRACTOR. If theCONTRACTOR submits a Statement of Qualifications for Native LandscapingContractors that is not approved, the CONTRACTOR may submit a new,complete prequalification packet to meet the prequalification requirements, solong as it is submitted at least five (5) days prior to the bid opening.The CONTRACTOR shall provide proof to the OWNER that the CONTRACTORor SUBCONTRACTOR’s supervisor(s) overseeing native landscapingimplementation have a minimum of five (5) years experience conducting nativelandscaping planting and management services of a scope equal to or greaterthan the project scope.3. The CONTRACTOR shall provide OWNER or owners representative withrésumés of CONTRACTOR or SUBCONTRACTOR key staff, both supervisoryand ecological practitioners (i.e., laborers), that will play a critical role in theinstallation and management of said project. Field supervisors must have aminimum of two (2) years direct work experience in ecological restoration andmanagement or five (5) years combined education in a related field and directwork experience.D. Irrigation1. The CONTRACTOR or the SUBCONTRACTOR that performs irrigation systemwork shall be an Irrigation Contractor meeting the requirements indicated on theStatement of Qualifications for Irrigation Contractors. The CONTRACTOR shallsubmit a Statement of Qualifications for Irrigation Contractors citing satisfactorycompletion by CONTRACTOR or SUBCONTRACTOR of at least five (5)irrigation systems, of similar or greater scope, within the past ten (10) years. TheCONTRACTOR shall indicate on the Statement of Qualifications for Golf CourseContractors the CONTRACTOR or SUBCONTRACTOR who will perform theirrigation work.2. OWNER has sole authority to approve or disapprove irrigation CONTRACTOR orSUBCONTRACTOR at OWNER’s sole discretion. If the CONTRACTOR fails toprovide the OWNER with a Statement of Qualifications for Irrigation Contractorsthat meets the listed requirements, the OWNER may, at its sole discretion, rejectthe bid of the CONTRACTOR. If the CONTRACTOR submits a Statement ofQualifications for Irrigation Contractors that is not approved, the CONTRACTORmay submit a new, complete prequalification packet to meet the prequalificationSP-5City of Appleton – Reid Golf Course – 60147926

equirements, so long as it is submitted at least five (5) days prior to the bidopening.The OWNER will make reasonable attempts to include on the project website a list of approvedcontractors and subcontractors for the project. OWNER’S ability to include contractors andsubcontractors on this list is dependent on the timeliness of the information received.4. NOTES TO BIDDERSA. A Mandatory Pre-Bid meeting will take place on Wednesday, September 26, 2012 at9:00 a.m. The Pre-Bid meeting will take place at the Reid Golf Course Clubhouse locatedat 1100 E. Fremont Street. This meeting is required for all potential CONTRACTORSand mass grading SUBCONTRACTORS that the CONTRACTOR may use. This will bethe only time available for an escorted tour of the project site. All other times during thebidding period, the golf course will be open for play and non-golfers will have restrictedaccess while the course is open for play.B. CONTRACTOR shall post the Wage Rates and permits applicable for this site at aprominent location within the construction site.5. SCHEDULE AND COMPLETION TIMEThe CONTRACTOR and SUBCONTRACTORs shall attend a mandatory pre-constructionconference at 9:00 a.m. on October 22, 2012 at the Reid Golf Course Clubhouse located at 1100E. Fremont Street to coordinate the schedule and activities. The CONTRACTOR shall tour theconstruction site with City Forrester, Mike Michlig (920-419-6004), immediately after theconference to confirm the location of the existing trees to be removed by the City first on theschedule. Other City Project Staff will be available for a site walk after the pre-constructionconference if requested by the CONTRACTOR or SUBCONTRACTORs. The CONTRACTORcan anticipate the construction 7-day Start Notice will be sent approximately October 29, 2012,and a construction start date of November 5, 2012. Irrigation demolition can potentially start onor after October 31, 2012, as coordinated during the pre-construction meeting.During construction, the CONTRACTOR and applicable SUBCONTRACTORs shall attendprogress meetings with the OWNER every other week. A written, updated schedule shall beprovided to the OWNER at each of these progress meetings.Completion of all golf course features, outside of the channel, wetland depression areas, andlower side slopes along channel shall be by June 30, 2013. Completion of golf course featuresincludes the construction of all irrigation components, greens, tees, fairways, and bunkers.Additionally, this includes all rough areas within 50-feet of a green, tee, or fairway. These areasinclude: Greens #2, #3, #10, and #11, Tees #2, #3, #4, #6, #11, #12, #13 (Back Tee), #14, #17, and the Driving Range, Fairways #2, #3, #8, #10, #11, and #12 (except area to be graded adjacent to channel), All Bunkers, and Roughs within 50-feet of a green, tee, or fairway (including greens, tees, and fairways notdisturbed as part of this project).Completion of these areas is defined as having completed seeding and placement of erosion mator hydromulch of these areas, as specified on the plans and as confirmed by initial acceptance bythe OWNER. Following acceptance by OWNER, maintenance and watering will be theresponsibility of the OWNER. Prior to acceptance by the OWNER, maintenance and watering willbe the responsibility of the CONTRACTOR. Acceptance of these areas may occur in phases asCONTRACTOR completes golf course features. The construction schedule and sequence shallbe such that additional disturbance of these areas does not occur following June 30, 2013.SP-6City of Appleton – Reid Golf Course – 60147926

The portion of Fairway #12 that is to be regraded with the construction of the new channel, andponds and pond access routes shall be completed by August 31, 2013. Restoration of all remainingareas outside of the channel naturalization corridor shall also be completed by August 31, 2013.These areas include:Fairway #12 adjacent to new channelPonds (except emergent plantings)Pond access routesRoughs greater than 50-feet from a green, tee, or fairwayNo Mow areasCompletion of these areas is defined as having seed and erosion mat or hydromulch placed, asspecified on the plans, and as confirmed by initial acceptance by the OWNER. Followingacceptance by OWNER, maintenance and watering will be the responsibility of the OWNER.Prior to acceptance by the OWNER, maintenance and watering will be the responsibility of theCONTRACTOR. Acceptance of these areas may occur in phases as CONTRACTOR completesareas. The construction schedule and sequence shall be such that additional disturbance of thisarea does not occur following August 31, 2013.Restoration of the channel shall be by October 15, 2013. This date is also the SubstantialCompletion date. This includes all items within the contract except the installation of native plantplugs on the pond safety shelf, in the channel bottom, and in wetland areas. Completion of theseareas is defined as having seed and erosion mat or hydromulch placed, as specified on the plans,and as confirmed by initial acceptance by the OWNER. Following acceptance by OWNER,maintenance and watering will be the responsibility of the OWNER. Prior to acceptance by theOWNER, maintenance and watering will be the responsibility of the CONTRACTOR. Acceptanceof these areas may occur in phases as CONTRACTOR completes areas. Final completion(installation of native plant plugs) shall occur in the spring of 2014, and be completed by June 30,2014. Contractor shall anticipate that all 18-holes will be open to play once weather conditionspermit in the spring of 2014, and any work performed from that time on shall be executed so as toaccommodate full course play.Final Payment will be made upon Final Acceptance of Landscaping as stated in Section 02905, ReidGolf Course Native Landscaping. The CONTRACTOR shall do no work requiring inspection onSaturdays, Sundays, and holidays observed by the City (November 22 and 23, 2012, December 24and 25, 2012, January 1, 2013, May 27, 2013, July 4, 2013, September 2, 2013, and May 26, 2014).The CONTRACTOR shall submit a detailed written schedule with CONTRACTOR’s Bid, ona form to be provided by the CONTRACTOR. Failure to do so may result in the rejection of theBid. The CONTRACTOR shall provide written updates of the detailed schedule to the ENGINEERat the pre-construction conference and every two weeks during construction until completion.The intent of the project schedule is to provide for well-established vegetation in time for start ofplay in the spring of 2014. Based on historical averages at the Reid Golf Course, the typical datemost golfers start play is around May 1.The OWNER is aware that many factors can affect whether the course is ready for play on May 1,2014. Some factors, such as winter weather conditions, are outside the control of both theCONTRACTOR and the OWNER and cannot be accurately predicted. A significant factor that canbe controlled is the date that restoration of grass turf occurs on golf course feature areas asdescribed above. Because of this, significant liquidated damages will be enforced for eachcalendar day after June 30, 2013 that restoration of grass turf has not been completed for golfcourse feature areas described above. It is anticipated that each day delay will affect the degreeto which turf is established in spring 2014 and will directly impact golf course revenue. It is alsoanticipated that significant delays greatly increase the potential that lack of turf establishment willprohibit operation of an 18-hole course throughout all or most of the 2014 golf season.SP-7City of Appleton – Reid Golf Course – 60147926

The basis for daily liquidated damages is indicated in the attached Liquidated DamagesWorksheets. For each calendar day after June 30, 2013 that grass turf restoration for golf coursefeature areas described above is not complete, $6,200 will be deducted from monies owed to theCONTRACTOR, in the form of liquidated damages. For each calendar day after August 31, 2013that grass turf restoration for Fairway #12, the ponds, and the pond access routes as describedabove is not complete, $6,200 will be deducted from monies owed to the CONTRACTOR, in theform of liquidated damages. As stated above, the remaining portions of the project requiresubstantial completion by October 15, 2013. For each calendar day after October 15, 2013 thatsubstantial completion has not been achieved, $6,200 will be deducted from monies owed to theCONTRACTOR, in the form of liquidated damages.Because the rate of progress and the time of final completion are also essential conditions to thisAgreement, liquidated damages will be deducted from monies due the CONTRACTOR for everycalendar day after June 30, 2014 that final completion has not been achieved, in accordance withthe Liquidated Damages Worksheets for Final Completion in these Specifications.The potential for work days lost due to inclement weather has already been considered in theproject deadlines. Project deadlines will not be extended on the basis of work days lost due toinclement weather.6. RESTORATION WARRANTYThe CONTRACTOR shall warranty restoration of this project as outlined below:A. Golf Course FeaturesCONTRACTOR shall guarantee workmanship and materials under Section 27 of the SpecialProvisions for a period of one (1) year from date of initial acceptance by the OWNER. SeeSection 27 of the Special Provisions for warranty details.B. Native VegetationThe CONTRACTOR shall be responsible for the establishment of vegetation specific to theplantings on the pond safety shelves, the channel bottom and wetland depression areas, thechannel side slopes, and the wetland depression side slopes, specified herein until one (1) yearafter the final acceptance. The OWNER reserves the right to withhold up to 20 percent of thepayment for any sedimentation and erosion control practices including seeding listed herein untilfinal completion. The CONTRACTOR shall meet the Maintenance and Acceptance requirementsfor the Work associated with Section 02230, Site Preparation and Restoration and Section 02905,Reid Golf Course Native Landscaping.7. CONSTRUCTION STAKINGThe OWNER will establish control points for the project site. The OWNER will also provide limitedstaking for project components not part of general grading activities, as mutually agreed upon bythe CONTRACTOR and the OWNER during the pre-construction conference. TheCONTRACTOR shall provide the OWNER advance notification of three (3) working days whenthe CONTRACTOR will require staking. CONTRACTOR will not be entitled to downtime pay forimproper notification.THE OWNER will provide the CONTRACTOR with the AutoCAD files and 3D model of proposedtopography for the project. The CONTRACTOR is responsible for cross-referencing these files, ifused, with the plans. In the event of a discrepancy between the plans and the electronic files, thelines and grades shown on the plans shall supersede the electronic files.The CONTRACTOR, according to the alignments and grades as provided by the OWNER, shallcomplete all construction. The CONTRACTOR shall be responsible for the cost of resettingcontrol monuments and/or stakes unnecessarily destroyed during the construction period.SP-8City of Appleton – Reid Golf Course – 60147926

The OWNER will perform a topographic survey after topsoil stripping, after subgrade excavation,after the fill placement, clay liner placement, and after the topsoil placement to verify quantities forpayment.Tolerances from design grades vary throughout the project area. Tolerances for grades withingolf course feature areas are defined in Section 27 of the Special Provisions. Tolerances for allother areas are + 0.20’. The deviation shall not be consistently greater or lesser than the plannedgrades or alignment, nor shall deviations from design grades/alignment reduce the flood controlstorage area volume and channel cross sectional area or result in improper or inadequatedrainage.8. INSURANCE REQUIREMENTSAECOM, Lohmann Golf Designs, Inc., and T.J. Emmerich Associates, Inc., shall be listed asAdditional Insureds under the OWNER insurance requirements.9. EROSION CONTROL PLANA. Project DescriptionThe purpose of this plan is to provide for effective erosion control during construction ofReid Golf Course Detention Basins and Channel Naturalization. This plan is intended tomeet the requirements of the City of Appleton Erosion and Sediment Control Ordinance,the WDNR construction site permit for this site, and Wisconsin Administrative Code NR151 construction site performance standards, which the CONTRACTOR is required tofollow. This plan is a supplement to the City of Appleton Erosion Control and VegetativeRestoration Specifications.The practices listed in this plan are minimum requirements. The CONTRACTOR mayneed to supplement practices as required by the City of Appleton Erosion and SedimentControl Ordinance, Wisconsin Administrative Code NR 151 construction site performancestandards, and any permit conditions. The CONTRACTOR may need to supplementpractices because of currently undetermined site conditions, construction sequence, orweather. All erosion control practices and materials must meet the listed requirements inthe Erosion Control and Vegetative Restoration Specifications.B. Existing Site DescriptionC. SoilsThe project is located in the SW ¼ and the SE ¼ of Section 36, T21N, R17E inOutagamie County, Wisconsin. The work area is within Reid Golf Course, which isowned and operated by the City of Appleton. The existing work area includes golf coursefeatures such as, tees, greens, fairways, bunkers, and rough area, as well as, an existingconcrete lined channel and bridges. Wetlands existing on the site within the channel areallowed to be disturbed and are shown on the Construction Drawings. Drainage on siteis by overland flow to existing catch basins, drain tile, or the existing channel. Flows fromoff-site travel through the construction area in storm sewers and the existing channel.Additionally, topographic information, street geometry, and utility locations and sizes areprovided on the plan sheets.The soil types vary throughout the site. A geotechnical investigation was conducted andinformation regarding this investigation is in the “Subsurface Exploration andGeotechnical Engineering Analysis – Reid Municipal Golf Course StormwaterManagement Project,” and “Subsurface and Geotechnical Engineering Analysis – ReidMunicipal Golf Course Replacement Bridges” prepared by AECOM. These documentsare included as part of the Construction Documents for reference only. CONTRACTORSP-9City of Appleton – Reid Golf Course – 60147926

is responsible for any interpretation or conclusion CONTRACTOR draws from any“technical data” or any other data, interpretations, opinions, or information contained inthese documents.D. Planned Erosion Control Best Management Practices1. Silt Fence: Silt fence shall be WisDOT & WDNR approved. Silt fence shall beinstalled and maintained in accordance with WDNR Technical Standard 1056.2. Stockpiling: The ENGINEER, prior to placement, shall approve temporarystockpile locations. The area north of the golf course maintenance building maybe used for a temporary topsoil stockpile. The temporary stockpile location isshown on plan sheet EC-6.A long-term topsoil stockpile is located on site to the northeast of the golf coursemaintenance building. The long-term stockpile location is shown on plan sheetEC-6. CONTRACTOR shall also deliver 2,000 cubic yards of topsoil to thehardstand site at the corner of Glendale Avenue and Sandra Street. This shallbe in accordance with Bid Item No. 24 Haul Topsoil to City of AppletonHardstand Site. The CONTRACTOR shall be responsible for installing,maintaining, and removing the tracking pad for this site. The City is responsiblefor shaping of the topsoil piles at the hardstand site, and for all other erosioncontrol measures at this location.The following provisions shall be followed by the CONTRACTOR for alltemporary stockpiles (except at the hardstand site):a. All storage piles shall be placed a minimum of 25 feet from a protectedinlet or drainage ditches. Proposed inlets and yard drains must be takeninto consideration when placing stockpiles.b. All stockpiles shall be stabilized by temporary seeding/mulchingimmediately following placement if they are to be in existence for 10 daysor more. Stockpiles expected to be in place for more than one year shallbe seeded with a permanent seed mix. See Section 02230, SitePreparation and Restoration, for requirements. Payment for restorationof temporary stockpiles, including seeding, mulching and/or erosionblanket or any other materials or practices needed to comply withErosion Control requirements, shall be incidental to Bid Item No. 2Furnish, Install, Maintain, and Remove Erosion Control.c. Silt fence shall be placed on the downslope side of all temporary piles asdirected by the ENGINEER. Cost of silt fence for temporary stockpilesshall be considered incidental to Bid Item No. 2 Furnish, Install, Maintain,and Remove Erosion Control.d. Any disturbed soil, outside of grading limits, remaining after removal oftemporary stockpiles shall be permanently seeded/mulched, at theCONTRACTOR’s expense.3. Erosion Control Mat: Erosion control mat shall be installed at locations as shownon the plan. Installation and materials shall be per the City of Appleton ErosionControl and Vegetative Restoration Specifications and Section 02378 GroundStabilization with Erosion Control Mat and also WDNR Technical Standard 1052and/or 1053.4. Seeding/Restoration: Seed and mulch all disturbed areas per Section 02230 SitePreparation and Restoration and Section 02905 Reid Golf Course Landscaping,and also WDNR Technical Standard 1059. Seeding shall occur as soon aspossible, with areas seeded within 10 days of being brought to finish grade.SP-10City of Appleton – Reid Golf Course – 60147926

Staging of construction is required so that the site may be restored in increments,thus, reducing the amount of disturbed soil at any one time.5. Tracking Pad: The tracking pads shall comply with City of Appleton ErosionControl and Vegetative Restoration Specifications and WDNR TechnicalStandard 1057.6. Inlet Protection: Inlet protection shall comply with City of Appleton ErosionControl and Vegetative Restoration Specifications and WDNR TechnicalStandard 1060. Inlet protection shall be Wisconsin Department of TransportationType D for roadway inlets and Type B for field inlets.7. Sediment Logs: Sediment logs shall comply with City of Appleton ErosionControl and Vegetative Restoration Specifications for Ditch Checks and WDNRTechnical Standard 1062. Sizes and locations of sediment logs shall be asshown on plans.E. General Notes1. During construction, portions of the golf course that are outside of theconstruction limits will be open for play. Due to the close proximity of theseactivities and adjacent residences to the project site, CONTRACTOR shallprovide and maintain temporary site roadways, haul routes, OWNER’s existingroads, and public roads used during construction operations in clean, dust-freecondition.2. Prior to connecting storm sewer pipes, the CONTRACTOR shall remove soil anddebris from the pipes.3. All waste and unused construction materials shall be properly disposed of andnot be allowed to be carried by runoff into the downstream receiving stream ofany storm sewer system. Burning of trash on the construction site is prohibited.4. If cleaning of concrete trucks is needed on site, the CONTRACTOR shallconstruct a concrete washout area as included in the plan details.5. If dewatering is needed, the CONTRACTOR shall direct the water to a stabilizedarea, protected inlet, sedimentation area, or use other measures that theOWNER’s Erosion Control Inspector approves. Any dewatering measure mustalso comply with WDNR Technical Standard 1061.6. All off-site sediment deposits occurring as a result of a storm event shall becleaned up by the end of the next workday. All off-site sediment deposits as aresult of construction activities shall be cleaned up by the end of that workday.7. All activities shall be conducted in a logical sequence to minimize the area ofbare soil exposed at any one time.8. Disturbed soil outside of the construction limits shall be stabilized by mulching,seeding, sodding, covering with tarps, or equivalent control measures approvedby the OWNER’s Erosion Control Inspector at the CONTRACTOR’s expense.9. The CONTRACTOR shall be responsible for installation, maintenance, andremoval of all erosion control devices.10. The CONTRACTOR shall repair any siltation or erosion damage to adjoiningsurfaces and drainage ways resulting from land disturbing activities.SP-11City of Appleton – Reid Golf Course – 60147926

11. The CONTRACTOR shall inspect and document the constructed erosion controlmeasures after each rainfall of 0.5 inches or more and at least once each weekand make repairs if needed. A sample form for documenting the inspection canbe obtained from the WDNR at http://www.dnr.state.wi.us/runoff/pdf/stormwater/3400187_Construction_Site_Inspection_Report.pdf.12. The CONTRACTOR shall obtain the City of Appleton Erosion Control Permit.The OWNER will pay the necessary fee. Erosion control shown on the Drawingsis for known activities. CONTRACTOR shall prepare a detailed plan on 24” X 36”plan sheet showing additional erosion control necessitated by CONTRACTOR’smethod of construction. The plan shall be submitted by the CONTRACTOR toCity of Appleton for approval on or before pre-construction conference.Additional erosion control shall be considered incidental to the Bid Item No. 2Furnish, Install, Maintain and Remove Erosion Control. CONTRACTOR’ssupplemental plan does not have to be sealed by a licensed professional.13. The CONTRACTOR shall allow the ENGINEER and OWNER’s Erosion ControlInspector to enter the site for the purpose of inspecting for compliance with theerosion control ordinance or for performing any work necessary to bring the siteinto compliance with the ordinance.14. The ENGINEER and OWNER’s Erosion Control Inspector may order landdisturbingactivity halted if the erosion control plan is not being implemented in agood faith manner. After the CONTRACTOR has been notified ofnoncompliance, the ENGINEER and OWNER’s Erosion Control Inspector maytake whatever steps are necessary to enforce the plan, including but not limitedto, having the CONTRACTOR make corrections or engaging otherCONTRACTORs. The cost of such work by other CONTRACTORs, plus interest,may be assessed against the CONTRACTOR.15. OWNER will apply for Wisconsin Administrative Code NR 216 Notice of IntentConstruction Site Permit and pay applicable fee.F. Erosion Control and Construction SequenceThe following aspects are required to be included in the CONTRACTOR’s constructionsequence.1. Drainage through the construction site and adjacent storm sewers shall bemaintained through the duration of the project. The CONTRACTOR may useexisting storm sewer, temporary storm sewer, bypass pumping, or other methodsto maintain positive drainage. The CONTRACTOR shall consider future weatherconditions and schedule activities that may adversely affect drainage conditionsduring times when precipitation is not forecast.2. Construction of the channel naturalization may not begin until at least one of thedetention basins is functional, including inlet storm sewers and outlet structurecomplete.3. The WDNR requires that, during the channel naturalization, the two-year stormevent be safely bypassed around construction areas. The following factorsshould be considered during development of the CONTRACTOR’s constructionsequence.The existing 2-year storm peak flow rate is 230 cfs.The existing concrete lined channel does not contain the two-year stormwithin its banks.SP-12City of Appleton – Reid Golf Course – 60147926

When at least one of the proposed ponds is on-line, the existing concretelined channel will contain the two-year storm within its banks.When both of the proposed ponds are on-line, the proposed low-flowchannel will contain the two-year storm within its banks.The 2-year storm peak flow rate within the channel when both ponds areconstructed is 26 cfs.4. Prior to any land disturbing activities, temporary erosion control measures shallbe installed as shown on the erosion control plan sheets.The following construction sequence may serve as an example or a guide to theCONTRACTOR. The construction sequence was provided in WDNR permit applications.The CONTRACTOR is required to provide their own construction sequence andschedule. The CONTRACTOR is not required to follow the sequence provided below.The ENGINEER and OWNER’s Erosion Control Inspector will review theCONTRACTOR’s proposed schedule to ensure compatibility with the project needs aswell as environmental protection.1. Golf Course Features (greens, tees, fairways, driving range, nursery area)Construction:a. Excavate and grade greens areas.b. Install drain tile, catch basins and storm sewer around green areas.i. Includes East Pond 60-inch inlet pipe; bulkhead until pond is ready toaccept flows.c. Install irrigation lines.d. Grade of pond edges for fairway completion.e. Restore golf course feature areas and protect from additionaldisturbance.(Note: Golf Course Feature areas outside of pond areas can be completed at anytime, subject to completion by dates specified in Section 5 of these SpecialProvisions.)2. South Pond Construction (Concurrent with step 1).3. Construction of Golf Course Fill Areas (Concurrent with steps 1 and 2).4. South Pond Outlet Construction (Can occur concurrently with step 2):a. Install 48-inch storm sewer from outfall into channel (Station 51+35) toSouth Pond.5. Begin East Pond Construction (Can occur concurrently with steps 1-4):a. Start construction from south side of pond.b. Existing 36-inch and 42-inch pipes should remain in place as long aspossible. Diversion into new 48-inch storm sewer outfall can occur atmanhole #4, if needed to keep construction progressing and allow thesepipes to be removed.c. Existing 66-inch pipe should remain in place as long as possible, and ata minimum until the East Pond outlet is constructed.6. Install South Pond West Inlet.SP-13City of Appleton – Reid Golf Course – 60147926

7. Install South Pond East Inlet.a. Abandon/remove 36-inch and 42-inch storm sewer pipes that flowthrough east pond.8. Install East Pond Outlet.9. Complete Construction of East Pond.a. Includes completion of East Pond inlets.10. Begin Channel Construction (Note: The construction of areas outside theconcrete channel could begin after the installation of the South Pond inlets,because the concrete channel contains the 2-year flows).G. Responsible Partiesa. Work from downstream end to upstream end, offline from existingchannel. Upstream and downstream connection points shall occur last.b. Once channel is stabilized, flow can be diverted from existing channel tonew channel. Plan Sheets EC-1 to EC-5 (Appendix G) show erosioncontrol necessary for transition areas between existing and new channel.c. The concrete from the existing channel may be broken up and may beused as fill. The old channel shall be filled to proposed grade. Two-yearflow is contained in new channel.d. Stabilize overbank areas.Erosion and sediment control practices, installation, maintenance, inspection, andremoval are the sole responsibility of the CONTRACTOR. CONTRACTOR shall provideCity copies of all Erosion Control Inspection Report forms within 24 hours of inspections.Erosion and sediment control compliance inspection and enforcement shall be by theENGINEER and OWNER’s Erosion Control Inspector. Such approvals shall not removethe CONTRACTOR of CONTRACTOR’s responsibility under any permit.10. COMPACTION TESTINGThe OWNER’s Materials Testing Consultant will conduct proctor density testing, nuclear densitytesting, concrete testing, and gradation testing for the project as specified in Section 01455,Testing Laboratory Services. The CONTRACTOR shall take part in on site meetings with theENGINEER and the OWNER’s Materials Testing Consultant representative to establish thetypical methods needed to achieve the required compaction for a given fill material, based oninitial test results, and to ensure that the intention of the compaction specification is being metwith a reasonable amount of effort by the CONTRACTOR. These on site meetings are intendedalso to facilitate an ongoing review of the compaction specification, so it can be determined by theENGINEER whether exceptions or modifications to the compaction specification may benecessary because of underlying soil conditions, variations in soil moisture content, or otherunforeseen factors.The frequency and distribution of compaction tests will be based in part on an initial evaluation oftest results and CONTRACTOR performance. The CONTRACTOR shall provide three (3) daysnotice to the OWNER’s Materials Testing Consultant for testing. There will not be payment fordowntime caused by improper notification for testing. Soils and materials testing performed forCONTRACTOR's information or for retesting because of failure of first tests paid by OWNER areCONTRACTOR’s costs.SP-14City of Appleton – Reid Golf Course – 60147926

11. TOPSOIL STOCKPILING AND PLACEMENTThe CONTRACTOR shall replace topsoil over disturbed areas designated for topsoil placementafter design subgrades in a given area are achieved and the OWNER has surveyed and verifiedsubgrade elevations. The topsoil shall meet the finished grade shown, except in golf coursegreen areas, and provide positive drainage.12 inches of topsoil shall be placed on the safety shelf of the East and South ponds.6 inches of topsoil shall be placed in all other disturbed areas.Topsoil does not need to be stripped in areas shown on the plans that have less than 2 inches ofcut or fill based on survey or GPS data.CONTRACTOR is responsible for short-term stockpiling of topsoil. Any on site short-termstockpiles shall be located within the construction limits, and/or an offsite location provided by theCONTRACTOR, and/or the short-term topsoil stockpile location shown on Sheets EC-6 and G-5north of the maintenance building.Topsoil shall be stockpiled in the long-term topsoil stockpile area shown on sheet EC-6 and G-5and shall be prepared per section 02230 Site Preparation and Restoration and restored using theRough seeding mix. Silt fence shall be installed around the entire perimeter of the permanentstockpile. The seeding shall be considered incidental to Bid Item No. 21 Strip Topsoil. Silt fenceshall be in accordance with Bid Item No. 4 Furnish, Install, Maintain, and Remove Silt Fence. Siltfence surrounding the long-term topsoil stockpile shall remain and not be removed byCONTRACTOR. Other erosion control measures shall be considered incidental to Bid Item No. 2Furnish, Install, Maintain, and Remove Erosion Control.CONTRACTOR shall deliver 2,000 cubic yards of topsoil to the hardstand site at the intersectionof Glendale Avenue and Sandra Street. This shall be in accordance with Bid Item No. 24 HaulTopsoil to City of Appleton Hardstand Site. The CONTRACTOR shall be responsible forinstalling, maintaining, and removing the tracking pad for this site. The CITY is responsible forshaping of the topsoil piles at the hardstand site, and for all erosion control measures at thislocation, except for tracking pad.Any excess topsoil shall be the responsibility of the CONTRACTOR and considered as part of BidItem No. 28 Waste Soil Hauling and Disposal.See the “Construction Staking” (Section 7) and “Golf Course Feature Construction” (Section 27)sections in these Special Provisions for tolerances from design grades. The CONTRACTORshall promptly refill, regrade, and properly compact any washouts and ruts. Measurement oftopsoil placement will be calculated based on the difference between grades before and aftertopsoil has been placed in the disturbed areas as shown on the plans.12. ROCK COLOR REQUIREMENTSRock supplied for all aspects of the construction project, including retaining wall, rip-rap, steppool,and rock outcroppings, shall be of a consistent color. Rock colors shall display a range ofcolors including at least brown, tan, pale red. Gray may not be the predominant color of the rock.Sizes shall be accordance with that specified for each material.Prior to December 1, 2012 the CONTRACTOR shall deliver, in accordance with Section 01330,Submittals, samples that are representative of rock color, size, and shape for approval by theOWNER. The samples shall be delivered to the Golf Course Superintendant, Doug DeVries(920-419-6003), at the Golf Course Maintenance Building, 1100 E. Fremont Street. The followingshall be submitted:SP-15City of Appleton – Reid Golf Course – 60147926

A. Retaining Wall: Submit at least three (3), 12 inch samples of rock to be used for dry cutstone facing.B. Rock Outcropping: Submit at least three (3), 12 inch samples of rock to be used for rockoutcroppings.C. Rip-Rap: Submit at least three (3), 12 inch samples of rock to be used for rip-rap.D. Step Pool: Submit at least three (3), 12 inch samples of rock to be used for step pool.13. PERMITSCONTRACTOR is required to obtain all necessary permits for any material disposal sites used byCONTRACTOR for project, including erosion control.A. State and Federal PermitsWisconsin Administrative Code NR 216 Construction Site Stormwater Permit, StateChapter 30, and Federal Section 401/404 permits are required from the WDNR and USArmy Corps of Engineers. The OWNER has submitted the permit applications andreceived permit approvals. CONTRACTOR shall post copies of all WDNR and US ArmyCorps of Engineers permits on site. Copies of these permits are located at the end ofthese Special Provisions.CONTRACTOR is responsible for obtaining any oversized load permits from WisDOTrequired for delivery of bridges and structures.B. City PermitsAn Erosion Control Permit from the OWNER is required for this project. TheCONTRACTOR shall apply for this permit. The OWNER will pay the permit fee.An Erosion Control Permit is also required from the City for the CONTRACTOR’sdisposal site(s), if the disposal site is located within the City. The CONTRACTOR issolely responsible for any such permits and associated fees and submittals.A Plumbing Permit from the OWNER is required for this project. The CONTRACTOR isrequired to apply for and obtain this permit prior to performing any sewer or water lineinstallation. Direct any questions to City Plumbing Inspector, Steve Bogard (920-832-6420).An Electrical Permit is required for any work involving line voltage on this project. TheCONTRACTOR is required to apply for and obtain this permit at least five (5) workingdays prior to beginning such work. Direct any questions to City Electrical Inspector, KevinKettner (920-832-5806). A licensed electrician is required to perform the work and applyfor permit.A Paving Permit is required for the parking lot paving work completed on this project.The CONTRACTOR shall apply for this permit and pay the permit fee. Direct anyquestions to Johan Hendricks (920-832-6418).A Site Plan Permit is required for the modifications to the parking lot adjacent to theClubhouse and the 17 th tee. The OWNER will apply for this permit and pay the permit fee.CONTRACTOR is required to obtain a Traffic Control Permit from the OWNER.Additional information on required Traffic Control is located in Section 15 of these SpecialProvisions.SP-16City of Appleton – Reid Golf Course – 60147926

Additional oversized load permits for travel within the City of Appleton shall be obtainedfrom the City of Appleton Police Department. CONTRACTOR shall apply for the permitand pay the required permit fee.CONTRACTOR shall post copies of all permits on-site.14. UTILITIESThe CONTRACTOR shall verify the location of all utilities at the site, including any utilities whichmay not appear on the construction plans. CONTRACTOR shall have Digger's Hotline mark theproject area before construction starts. CONTRACTOR shall also coordinate private utility locateswith the OWNER before construction starts.OWNER will mark known drain tile and irrigation lines located within the construction limits andalong haul routes prior to the start of construction. CONTRACTOR is responsible for maintainingthese markings, as needed during construction.A cell tower with multiple carriers exists with the project area. CONTRACTOR must provideaccess for cell providers to the cell tower at all times during construction.15. SITE ACCESSThe approximate locations for site access are shown on the Drawings. The CONTRACTOR shallaccess the site only from locations shown on the plans. The CONTRACTOR shall be responsiblefor any temporary culverts to maintain drainage and proper erosion control, such as trackingpads, for all site access points.Site access erosion control shall meet minimum requirements for Tracking Pad in City ofAppleton Erosion Control and Vegetative Restoration Specifications. Cost of site access shall beconsidered incidental to Bid Item No. 3: Furnish, Install, Maintain, and Remove Tracking Padsand Bid Item No. 13 Furnish & Install Access Gates.16. TRAFFIC CONTROLThe CONTRACTOR is responsible for all traffic control required. All construction relatedactivities, including all necessary barricading and construction signing, shall meet allrequirements in the latest edition of the Manual of Uniform Traffic Control Devices (MUTCD) andthe City of Appleton Temporary Traffic Control Specifications. Cost of traffic control shall be perBid Item No. 12 Furnish, Install, Maintain, and Remove Traffic Control.The CONTRACTOR shall submit traffic control plans for vehicular and pedestrian traffic to theCity of Appleton at the Pre-Construction meeting on October 22, 2012. A traffic control permit isrequired from the OWNER. Traffic control activities cannot start until the City Traffic Divisionissues a permit. In preparing the traffic control plans, the following restrictions and considerationsshould be accounted for:A. Construction traffic entering the site directly from, and leaving the site directly to, CalumetStreet shall be limited to “Right turn in and Right turn out” only.B. During use of construction entrances from Calumet Street, the sidewalk on the north sideof Calumet Street, between Carpenter Street and Kernan Avenue, shall be closed.C. During use of construction entrances from Kernan Avenue, the sidewalk on the west sideof Kernan Avenue, between Calumet Street and Fremont Street, shall be closed.D. There is a pedestrian crossing across Calumet Street on the east side of the intersectionwith Kernan Avenue. This crossing is heavily used by Madison Middle School students.SP-17City of Appleton – Reid Golf Course – 60147926

E. CONTRACTOR shall maintain one lane of traffic in both directions at all times onCalumet Street during construction of manhole #1 and storm sewer/inlet lead withinCalumet Street. Any other temporary lane closures that may be proposed byCONTRACTOR shall be included on CONTRACTOR’s Traffic Control Plan and aresubject to review and approval by City Traffic Engineer.F. CONTRACTOR is allowed to close Kernan Avenue to through traffic for the duration ofthe project, but local traffic must be allowed on Kernan Avenue at all times.17. AREA CONSTRUCTION PROJECTSOther construction projects within the vicinity which may impact traffic conditions and haul routesinclude:A. Reconstruction of the CTH KK (Calumet Street) and US Highway 441 interchange. Theconstruction start date is to be determined by the WisDOT contractor for the project. Theproject is scheduled for bidding in December 2012. It is anticipated that the interchangewill close to traffic from 7:00 p.m. to 7:00 a.m. during construction, and lane widths maybe restricted during other hours.B. Reconstruction of the intersection of CTH KK (Calumet Street) and Coop Road (locatedeast of Eisenhower Drive).C. The construction of a stormwater storage area at Appleton East High School, alongEmmers Drive, will occur during summer 2013. This project will generate heavy trucktraffic.18. HAUL ROUTESThe route for trucks hauling material to and from the construction site, where not on a designatedtruck route, will be jointly determined by the City Traffic Engineer and the CONTRACTOR prior tothe start of construction.Haul routes are restricted to the construction limits and public roads. CONTRACTOR shall takemost direct on-street route when hauling outside construction limits.All haul road and staging locations within the project limits shall be clearly marked by theCONTRACTOR with ropes, flags or any other method accepted by the OWNER. It shall be theresponsibility of the CONTRACTOR to keep markings intact and direct all construction trafficthrough the designated areas. All known existing drain tile and/or irrigation lines, as located onthe plans and initially field marked by the OWNER, which are scheduled for preservation and arelocated within the project limits shall be protected by the CONTRACTOR with the use oftemporary land bridges or other methods accepted by the OWNER.It is the responsibility of the CONTRACTOR to note the condition of all haul roads and staginglocations within the project limits prior to the start of construction and to monitor their use duringthe project. All areas must be returned to their existing condition at the completion of the job,including repair of any asphalt or concrete damage, re-grading and re-grassing of turf areas,removal of temporary land bridges, and removal of all flags, ropes or other debris.19. EXISTING DRAIN TILEAll existing, functional drain tile encountered during construction shall be connected to the newdrainage system where applicable. Such pipe connections, including any required fittings, shallbe incidental to new storm sewer installation if drain tile encountered during new storm sewerplacement. If drain tile encountered during pond or channel excavation, drain tile shall be neatlytrimmed and day lighted so as to blend into finished grades. Such work shall be incidental to BidItem No. 25 Common Excavation. Prior to connecting existing drain tiles to new storm sewers,SP-18City of Appleton – Reid Golf Course – 60147926

the CONTRACTOR shall be responsible for testing all existing catch basins and pipes downslope of any new sewers to ensure their functionality. Testing shall be conducted by runningwater through nearby catch basins and ensuring it flows out the drain tile outlet. Any nonfunctioningoutlets must be reported to OWNER. Relaying drain tile determined to be in need ofrepair will be paid for per lineal foot of new drain tile under Bid Item No. 32 Furnish and InstallDrain Tile. Spot repairs of existing drain tile will also be paid for per lineal foot of new drain tile.Surface restoration necessary for repair work is incidental to Bid Item No. 32 Furnish and InstallDrain Tile.If CONTRACTOR damages previously marked drain tile, repair or replacement of damaged draintile is at CONTRACTOR’s expense.It is anticipated that approximately 3,920 linear feet of drain tile will be removed as part ofCommon Excavation, based on the Engineer’s estimate. ENGINEER takes no responsibility fordiffering quantities. Cost of removing drain tile is incidental to Bid Item No. 25 CommonExcavation.20. TREE REMOVAL & PROTECTIONUnder the base bid, the City will remove all trees at approximately 6 inches above grade withinthe construction limits that will be removed as part of the project. Tree removal will begin aroundNovember 5, 2012. From November 5 through November 9, 2012, the City will removeapproximately 25 percent of the trees requiring removal. The CONTRACTOR shall meet withCity Forester, Mike Michlig immediately following the preconstruction conference to determinewhich trees are to be removed first on the schedule. The remaining trees will be removed by theCity between November 12 and November 20, 2012. The CONTRACTOR shall coordinateconstruction schedule and site access during time periods when both City Staff and theCONTRACTOR will be working on site. The CONTRACTOR shall not remove or trim any treesunless approved by the OWNER.At its sole discretion, the OWNER may elect to include tree removal work in the contract award.If this occurs, the contract award will be based on the lowest qualified base bid plus the cost ofAlternate Bid Item A-1.Under all conditions, regardless of whether the base bid or the alternative tree removal bid isselected, removal of trees less than 4” diameter is incidental to other bid items. Trees less than 4”diameter are not shown on the construction drawings.All existing trees and vegetation scheduled to remain shall be protected against injury or damageresulting from construction in a manner approved by the OWNER. This shall include protectionfrom injury or damage caused by cutting, breaking, or skinning of roots, trunks, or branches. Alsoincluded is the smothering or compaction of root zones caused by stockpiling constructionmaterials or excavated materials, vehicular traffic, and the contamination of plant material or rootzones with harmful materials or chemicals.A. Report any tree damage to OWNER immediately.B. Repair trees or vegetation damaged by construction operations in a manner acceptableto the OWNER. Repair trees or vegetation promptly to prevent continued deteriorationcaused by damages.C. Replace trees damaged beyond repair by construction operations, as determined byOWNER, with trees of similar size and species.D. Repair and replacement of trees damaged by construction operations due to lack ofadequate protection during construction operations shall be at CONTRACTOR'sexpense.SP-19City of Appleton – Reid Golf Course – 60147926

21. CONTRACTOR PERFORMANCE RATINGThe OWNER reviews PRIME CONTRACTOR and SUBCONTRACTOR’s performance. Copiesof the CONTRACTOR performance rating are included at the end of these Special Provisions.Field personnel will complete one form, and office personnel will complete one. The forms will bekept on file and used to determine eligibility of PRIME CONTRACTOR and SUBCONTRACTORSon future projects.22. SURFACE RESTORATION OUTSIDE OF GOLF COURSE TURF AREASCity of Appleton Standard Specifications that are referred to and are part of this contract are theConcrete Pavement, Concrete Sidewalk, Asphalt Pavement, Sewers, Erosion Control andVegetative Restoration Specifications, and Temporary Traffic Control Requirements.A. The Contractor shall note several recent revisions to the City of Appleton Specifications.Several of these include:1. Drilled-in Tie Bars: Tie bars shall be #6 x 12” epoxy coated in accordance withparagraph 6.3 of the Concrete Paving Specifications. Tie bar installation shall be 2’on center, transversely and longitudinally.2. Drilled-in Dowel Bars: Drilled-in dowel bars shall be #8 x 18” bars in accordance withparagraph 6.4 of the Concrete Paving Specifications. Installation shall be 24” oncenter.3. Joint Sealing in Concrete Pavement: CONTRACTOR shall be responsible for anydamage to the joint/patch caused by the delay in sealing operations. Repairs shallbe made by the CONTRACTOR at his expense at the direction of the ENGINEER.B. Kernan Avenue and Calumet StreetPavement Restoration shall be in accordance with City of Appleton StandardSpecifications. Actual work to be done will be field marked by the ENGINEER prior toconstruction.High-early concrete (three day) shall be used on Calumet Street where pavementrestoration is required. All other concrete restoration shall be standard concrete per Cityof Appleton Specifications.Surface Restoration for work done in Kernan Avenue and Calumet Street pavement inareas of storm sewer connections and driveway entrances shall be a permanent concretepatch. City will mark full panel replacement prior to full depth sawcut by CONTRACTOR.Partial panel replacement is not allowed. All concrete patch work, including joint sealing,must be completed by October 15, 2013. Surface restoration shall include 12-inches ofWisDOT ¾-inch road stone base. Concrete thickness shall be as follows:1. Kernan Avenue: 7-inches concrete.2. Calumet Street: 8-inches concrete.CONTRACTOR should note that fabric will be encountered under the existing road stonebase in Calumet Street. Fabric does not need to be replaced during restoration ofCalumet Street.CONTRACTOR should note that there will be increased traffic on Calumet Street afterthe start of school in late August/early September 2013. This will affect vehicular andpedestrian traffic volumes on Calumet Street.SP-20City of Appleton – Reid Golf Course – 60147926

C. Service RoadThe Service Road shall be restored with 12-inches of compacted crushed limestone perSection 2.2.1 of the Street Excavation & Graveling Specifications, over GroundStabilization Fabric per Section 2.3 of the Street Excavation & Graveling Specifications.D. Cart PathsCart paths shall be restored with 8-inches of compacted crushed limestone. Material forcart paths shall meet the following gradation requirements.E. Street Terrace AreasGradation Requirements for CrushedLimestone ScreeningPercentageSieve Sizes Passing by Weight½ inch 100%No. 4 75 – 100%No. 100 10 – 25%Street terrace areas shall be restored in accordance with the Erosion Control andLandscaping Plan sheets and the City of Appleton Erosion Control and VegetativeRestoration Specification. The CONTRACTOR shall prepare grass areas such that 3-inchesof topsoil can be placed to a finished grade uniform with the adjacent areas. The right-of-waybehind the curb line shall be replaced with 12-inches of WisDOT ¾-inch stone and 3-inchesof topsoil.F. Sidewalks and Driveway ApronsSidewalks at existing construction entrances and driveway aprons on Calumet Street andKernan Avenue shall be replaced with 7-inches of concrete.G. New Shelter PadThe new shelter pad shall be 14’ x 20’ and shall be constructed of 12-inches ofcompacted crushed limestone per Section 2.2.1 of the Street Excavation & GravelingSpecifications. Contractor shall avoid construction activities on the stone pad onceplaced to avoid contaminating the stone.H. Asphalt Parking Lot23. STORM SEWERSAny existing portions of asphalt parking lot to remain that are damaged byCONTRACTOR activities shall be restored in-kind by CONTRACTOR atCONTRACTOR’s expense.This section applies to public and private storm sewers and related work for storm sewer pipes of8” or more in diameter.A. PipeReinforced concrete storm sewer pipe shall conform to ASTM C-76, the Drawings, and theCity of Appleton Sewer Specifications. All concrete pipe shall be ASTM C-76 Class III.SP-21City of Appleton – Reid Golf Course – 60147926

B. ManholesC. JointsStorm sewer manholes shall meet the requirements of paragraph 5.11.2 and Plate III ofthe City of Appleton Sewer Specifications.In the case that the ENGINEER determines that the material below the base of themanholes is undesirable, the CONTRACTOR shall remove it and provide extra stonebase, per Section 3.6, Undercutting, of the City of Appleton Sewer Specifications.Manholes 72-inch diameter and larger will be paid under the bid item for that sizemanhole, measured from the invert of the downstream pipe to the top of the slab abovethe pipe. 48-inch diameter manhole will be paid from that elevation to the rim of themanhole.Joints shall be made in accordance with paragraph 5.5 of the City of Appleton SewerSpecifications.D. BeddingBedding shall be OC-1 bedding as outlined in the City of Appleton Sewer Specifications.E. Backfill and CompactionBackfill material for the work under existing road surfaces (Calumet Street and KernanAvenue pavement) shall be aggregate slurry filled up to the road base. Recycled asphaltis not allowed as backfill material. The road base shall be 12-inches of WisDOT ¾-inchroad stone.Select excavated material (native) backfill is allowed outside existing and proposedroadway, sidewalk, driveway, cart path, and service road areas.Backfill material for work under existing and proposed cart paths shall be WisDOT ¾-inchroad stone.Backfill material for work under service road and existing cell tower driveway shall beWisDOT ¾-inch road stone.Backfill material for work under public ROW outside pavement shall be WisDOT ¾-inch¾” road stone.Select excavated backfill and WisDOT ¾-inch road stone backfill shall be compacted astamped backfill material per Section 5.19.2.b of the City of Appleton SewerSpecifications.F. Excess Excavated MaterialG. OtherAll excess excavated material shall be disposed of by the CONTRACTOR at his expenseexcept contaminated soil. Cinders, organic matter, concrete, trash, silt, peat, and similarmaterial are not considered contaminated material.All excavation, bedding stone, backfill and compaction, and surface restoration shall beconsidered incidental to the cost of the storm sewer, unless otherwise specified in theseSpecial Provisions.SP-22City of Appleton – Reid Golf Course – 60147926

H. Warranty Restoration of SurfacesAny settlement shall be repaired by the CONTRACTOR for a period of one year afterfinal completion and acceptance upon receipt of written notice from the OWNER. Suchrepair work shall include re-establishing the required surface elevations and restoring thesurface according to the original surface restoration requirements.24. GOLF COURSE DRAINAGEA. DescriptionSpecifications within this Special Provision apply to golf course drainage materials andinstallation. This includes Bid Items:No. 32 Furnish and Install Drain TileNo. 33 Furnish and Install 4” Private PVC Storm SewerNo. 34 Furnish and Install 6” Private PVC Storm SewerNo. 35 Furnish and Install 12” Catch Basin & CastingNo. 36 Furnish and Install 24” Catch Basin & CastingB. MaterialsC. Installation1. Private Storm Sewer Piping: For all private storm sewer pipe shown as 6” orsmaller, use corrugated, double-wall polyethylene pipe and fittings similar orequal to N-12 pipe manufactured by Advanced Drainage Systems, Inc. (ADS),Columbus, Ohio. Any substitute materials must be approved by the GOLFCOURSE ARCHITECT and OWNER.2. Catch Basins: All plastic catch basins 24” and smaller shall conform to details asshown on plans, or as approved by GOLF COURSE ARCHITECT and OWNER.3. Drain Tile for Greens and Bunkers: For all green and bunker drain tile, useperforated, double-wall polyethylene pipe and fittings similar or equal to N-12pipe manufactured by Advanced Drainage Systems, Inc. (ADS), Columbus, Ohio.Any substitute materials must be approved by the GOLF COURSE ARCHITECTand OWNER. Single-wall pipe is not acceptable.4. Select Backfill Material: Select backfill material shall contain no trash,construction debris, sod, brush, roots, or perishable debris. Select backfillmaterial shall contain no clods or stones larger than 1" in diameter.1. Project Layout: Layout drainage work and establish extent of excavation by areaand elevation. Designate and identify datum elevation and project engineeringreference points. Set required lines, levels, and elevations.2. Infiltration: Provide a subdrainage system with a minimum amount of infiltration.The joints shall be tight and visible leakage in the joints or leakage in excess ofthat specified above shall be repaired at the CONTRACTOR’s expenseaccording to manufacturer’s specifications and with OWNER approval.3. Trenching: No trenching will be allowed more than 300 feet in advance of pipelaying. All trenches shall be completed and backfilled each day. Provide trenchwall support and pumping of surface and ground water as required to providesuitable conditions for performing the work.SP-23City of Appleton – Reid Golf Course – 60147926

4. Location: Drain tile shall be located true to line and grade in the places specifiedby the Drawings. Where deviations exist between the plan and field locations, itshall be the responsibility of the CONTRACTOR to call such deviations to theattention of the GOLF COURSE ARCHITECT and OWNER. Drain tile shall beinstalled in greens and bunkers in accordance with plans.5. Trenching and Excavation: The width of the trench at the top of the pipe shall besufficient to permit thorough tamping of the backfill under the haunches andaround the pipe, but shall not exceed external diameter of the pipe by eight (8)inches on either side.a. Where a firm foundation is not encountered at required grade, due tosoft, spongy, or unsuitable soil, all such unsuitable soil under the pipeand for the width of the trench shall be removed below grade andreplaced with a cushion of well compacted select backfill having athickness under the pipe of not less than four (4) inches. Payment for thiswill be according to Bid Item No. 58 Furnish and Install Extra StoneBedding.b. When new drainage pipe runs across existing turf, the sod shall beproperly cut, and shall be lifted and replaced the same day the pipe isinstalled and backfilled. Payment shall be according to Bid Item No. 72AFurnish and Install Salvaged Fairway Sod.c. Where new sod is specified on the Construction Drawings, installationand payment shall be according to Bid Item No. 72B Furnish and InstallNew Fairway Sod.6. Laying Private Storm Sewer: All private storm sewer and appurtenances shall belaid true to line and grade in trenches as specified. Said materials shall beplaced as close to the trench as safety and operations permit. Pipe shall not bedropped from trucks or cars. All pipe must be lowered into the trench withsuitable apparatus for the purpose; in no case, shall it be dropped or thrown.Damaged material shall be replaced at CONTRACTOR's expense.a. All pipe laying shall commence at the lower end of the line and proceedupgrade. Bell and spigot pattern pipe shall be laid with the bell endupgrade. Tongue and groove type pipe shall be placed with the grooveend upgrade.b. Pipe shall be fitted, matched, and jointed to form a continuous sewer ordrain with a smooth uniform invert. As each length of pipe is placed, themouth of the pipe shall be protected to prevent the entrance of earth orbedding material.c. Do not place pipe in water, or place pipe when trench or weather isunsuitable for site drainage work.d. Cut pipe ends entering structures flush with inner face of structures.e. Perform testing prior to backfilling. Testing shall be accomplished byrunning water through the system to ensure free flow. Removeobstructions, replace damaged components, and retest as required.Provide a satisfactory free flowing site drainage system. OWNER shallobserve all testing and retesting. CONTRACTOR shall makearrangements three (3) business days in advance of testing to coordinatewith OWNER.7. Laying Perforated Drain Tile: Tile drains shall be laid on a 2" depth, firm,uncompacted bed of 1/4" pea gravel, or approved equal, to reduce possible washof subgrade soil up into tile line by fast water flow. If over-digging occurs, allloosened dirt must be compacted and returned to grade. Lay drain tile with jointsclosed, and firmly bedded in drainage fill material as described above. ProvideSP-24City of Appleton – Reid Golf Course – 60147926

full bearing for each pipe section. Provide continuous slope in the direction offlow with minimum fall equal to 0.5%.a. Provide collars and couplings for all in-line joints, ell joints, elbows, orbend section for all corners and changes in direction.b. Provide imperforated run out pipe. Extend drainage system to out fallindicated and make connections or daylight as specified by Drawings.8. Connections: The junction of two or more drain tiles shall be made within a catchbasin, or as otherwise indicated on the plans. The cost of all connections shallbe included in the contract price for new pipe unless otherwise specificallyprovided for in the contract.9. Bedding and Backfilling:a. Private storm sewer pipe - Backfill trenches in 6" compacted layers untilthere is a cover of not less than 18" over piping. Place remaining selectbackfill material in 12" compacted layers. Backfilling shall be carried outto the elevations of the adjoining subgrade. Backfill evenly on both sidesof piping for its full depth. Provide thorough compaction of fill under pipehaunches. All select backfill material shall be properly compacted toprevent settling. See detail on sheet CD-5.b. Drain tile - All drain tile when placed, shall have the space between thepipe and the bottom and sides of the trench backfilled with select backfillmaterial. Thoroughly tamp with a shovel, hoe, or light tamper as placed,to a minimum of 2" over top of tile, or as specified by Drawings. Backfilltrench with select backfill material as outlined in Materials section above.All select backfill material shall be properly compacted to preventsettling. See detail on sheet CD-5.10. Drainage Structure Construction: Construct catch basins, pipe collars, and otherdrainage structures as shown on Drawings.11. Warranty Restoration of Surfaces:a. Any settlement shall be repaired by the CONTRACTOR for a period ofone year after final completion and acceptance upon receipt of writtennotice from the OWNER. Such repair work shall include re-establishingthe required surface elevations and restoring the surface according tothe original surface restoration requirements.b. In areas where existing pavement, turf and finishing surfaces aredisturbed, replace surfaces to accommodate the subdrainage system asspecified in applicable sections of these Specifications, except wherenew surfaces are provided as part of the work.OWNER will complete “Drawings of Record” for drain tile and private storm sewer.CONTRACTOR shall coordinate with OWNER such that OWNER can field locate drain tile andprivate storm sewer for “Drawings of Record.”25. WATER MAINA. PipeB. JointsPipe material shall be 8” PVC per City of Appleton Water Main Specifications.Joints shall be made in accordance with the City of Appleton Water Main Specifications.SP-25City of Appleton – Reid Golf Course – 60147926

C. BeddingBedding shall meet the requirements of Paragraph 2.14 of the City of Appleton WaterMain Specifications.D. Backfill and CompactionBackfill shall be ¾-inch densely graded base (per paragraph 305, WDOT Specifications).Cost for furnish and installing stone shall be included in the bid unit price for the watermain. Recycled asphalt material is not allowed for backfill material.Where pavement areas are above water main, backfill shall be in accordance withSection 23 Storm Sewers of these Special Provisions.E. Excess Excavated MaterialAll excess excavated material shall be disposed of by the CONTRACTOR at his expenseexcept contaminated soil. Cinders, organic matter, concrete, trash, silt, peat, and similarmaterial are not considered contaminated material.F. Chlorinated WaterG. OtherAll water that is chlorinated for disinfecting new water main, shall be discharged into thesanitary sewer.Discharging into the storm sewer and/or into Waters of the State is prohibited.The cost of bedding, backfill, compaction, surface restoration, disinfecting and disposal ofexcess material shall be included with the bid price of the pipe.H. Tracer WireCONTRACTOR shall repair and/or replace, as needed, the tracer wire attached to theexisting main. CONTRACTOR shall assist OWNER as needed to allow OWNER to testthe repaired tracer wire.I. Warranty Restoration of SurfacesAny settlement shall be repaired by the CONTRACTOR for a period of one year afterfinal completion and acceptance upon receipt of written notice from the OWNER. Suchrepair work shall include re-establishing the required surface elevations and restoring thesurface according to the original surface restoration requirements.In areas where existing pavement, turf and finishing surfaces are disturbed, replacesurfaces to accommodate the subdrainage system as specified in applicable sections ofthese Specifications, except where new surfaces are provided as part of the work.26. GOLF COURSE IRRIGATIONA. DescriptionSpecifications within this Special Provision apply to golf course irrigation materials andinstallation. This includes Bid Items:No. 79 Remove and Salvage Existing Sprinkler Head and Swing JointSP-26City of Appleton – Reid Golf Course – 60147926

No. 80 Remove and Salvage Existing Quick Coupler Valve, Swing Joint,Stabilizer & Valve Box No. 81 Remove and Salvage Existing 3-inch Isolation Valve, Joint Restraint,Lateral 90 Ell Joint and Ductile Iron Service Tee No. 82 Remove and Salvage Existing 6-inch Isolation Valve and Valve Box No. 83 Cut, Cap and Thrust Block Existing Mainline Pipe, Lateral Pipe, or PowerWire No. 84 Remove and Salvage Existing OSMAC Field Satellite No. 85 Reinstall Salvaged Sprinkler Head and Swing Joint on New Service Tee No. 86 Reinstall Salvaged Quick Coupler Valve, Swing Joint, Stabilizer and ValveBox on New Service Tee No. 87 Furnish and Install Quick Coupler Valve, Swing Joint, Stabilizer and ValveBox on New Service Tee No. 88 Reinstall Salvaged 3-inch Isolation Valve, Joint Restraint, Lateral 90 Elland Ductile Iron Service Tee No. 89 Furnish and Install 2.5-inch Isolation Valve, Joint Restraint, Lateral 90 Elland Ductile Iron Service Tee No. 90 Furnish and Install 3-inch Isolation Valve, Joint Restraint, Lateral 90 Elland Ductile Iron Service Tee No. 91 Furnish and Install 4-inch Isolation Valve AND Joint Restraint No. 92 Furnish and Install 4-inch SDR-21 PVC Irrigation Piping No. 93 Furnish and Install 3-inch SDR-21 PVC Irrigation Piping No. 94 Furnish and Install 2.5-inch SDR-21 PVC Irrigation Piping No. 95 Furnish and Install 2-inch SDR-21 PVC Irrigation Piping No. 96 Furnish and Install Ductile Iron Tee on Existing Piping – 6x6x4 inch No. 97 Furnish and Install Ductile Iron Tee on Existing Piping – 2 ½ inch No. 98 Reconnect to Existing Irrigation Piping No. 99 Reinstall Salvaged Field Satellite with New Pad and Ground Grid No. 100 Furnish and Install 8/3 Field Satellite Power Wire No. 101 Furnish and Install 10/3 Field Satellite Power Wire No. 102 Furnish and Install 12/3 Field Satellite Power Wire No. 103 Furnish and Install 14/1 Valve Power Wire No. 104 Furnish and Install 12/1 Valve Common WireB. Salvaged MaterialsMaterials to be salvaged include sprinkler heads and swing joints, quick coupler valvesand swing joints, stabilizers and valve boxes, 3-inch isolation valve, joint restraints, lateral90 ell joints and ductile iron service tee, and OSMAC field satellite, as shown on theDrawings.C. Sprinkler Equipment1. General:a. All existing sprinkler heads to be removed shall be salvaged. Sprinklerheads damaged during salvaging shall be replaced at CONTRACTOR’sexpense per requirements in the Section.b. The golf course sprinkler heads shall be automatic, valve-in-headconstruction with normally closed, electric actuation at 24 volts AC.c. Golf course sprinkler nozzle assembly shall be gear-driven by oil orwater lubricated gear train. All sprinkler heads shall be full circle 360-degree operation except as noted on the plans.d. The gear drive and valve assembly shall be removable from the top ofthe sprinkler body without disturbing the in-ground installation orconnection to irrigation piping system.SP-27City of Appleton – Reid Golf Course – 60147926

e. The electric solenoid actuator assembly shall be located on the outsideof sprinkler body and within 2" of the top of the flange body. Theactuator shall include a pressure regulation assembly to control the valvein the base of the head and limit nozzle pressure, as required.f. The solenoid shall be operated with nominal 24 volts AC, 60 cyclecurrent and not exceed 0.42 amps inrush and 0.21 amps holding, at 24volts AC.g. The performance of all the sprinkler heads shall be as indicated on theplans.h. All golf course sprinkler heads shall be encased in high impact, moldedcycolac plastic bodies with a 1-1/2 inch IPS female acme thread inletconnection.i. Quick Coupler valves shall be bronze body with a 1 inch, IPS, femalethread inlet and a 1- inch key outlet.2. Materials:a. Sprinkler heads shall be as specified on the plans.b. Quick coupler valves shall be as specified on the plans.3. Installation:D. Central Control Systema. All sprinkler heads shall be installed per the manufacturer's instructionsand the plan details.b. Each quick coupler valve shall be installed per the manufacturer'sinstructions and the plan details.1. General:a. The existing irrigation control system consists of a central controlcomputer operating Toro SitePro Version 2.0 software.b. The existing central control computer shall continue to be utilized.c. The existing field satellites are 64 station E series OSMAC with a radiotelemetry communication path.d. The existing field satellites are to be utilized in this project. Two units areto be salvaged and relocated.2. Materials:a. The existing field satellites are per the plan legend.3. Installation:a. The relocated field satellites shall be installed per the manufacturer'sinstructions and the plan details.E. Control System Grounding and Surge Protection1. General:a. The existing electrical components of the automatic control system aregrounded and provided with proper surge protection.b. The existing field satellite controllers are equipped with secondary 120-volt and communication cable surge protection.c. The relocated field satellites shall be equipped with copper ground rodsand grounding sheets, one per location.SP-28City of Appleton – Reid Golf Course – 60147926

2. Materials:a. The ground electrodes for the relocated field satellites, central pagingunit and antennas shall be 5/8-inch copper clad steel with Paige ElectricModel 182199 copper ground sheet assembly.b. Ground Rod connections shall be Cadweld "One Shot."c. The Ground Enhancement Material shall be Paige Electric Model1820058.3. Installation:F. Wire & Fittingsa. The grounding electrodes shall be installed per the manufacturer'sinstructions and the plan details.b. The grounding electrodes shall have a reading of no more than 10 ohmsresistance to the ground in which it is driven or placed. Resistance to thegrounding electrode shall be measured by using a MEGGER directreading earth resistance testing instrument as manufactured by JamesG. Biddle Co. of Plymouth Meeting, Pennsylvania or a similar typemeasuring instrument.c. If 10 ohms resistance or less cannot be achieved, the CONTRACTORshall install additional ground sheets, per the plan details, as required tomeet the resistance specifications.1. General:a. All control system power wire used in the golf course irrigation systemshall be multiple conductor type UF-B2. Each conductor shall beinsulated with 1/16" thick PVC conforming to U. L. standard requirementsfor thermoplastic insulated underground feeder cables (Type-UF).b. All valve control wire shall be single conductor and insulated with U. L.listed low density, high molecular weight polyethylene.c. Wire size for 24 volt power wire from the satellite controllers to thesprinklers shall be #14 minimum. The 24 volt common wire shall be #12minimum. The 24-volt power wire shall be color-coded red and the 24-volt common wire shall be color-coded white.d. A single wire shall be installed from each new sprinkler head to the fieldsatellite. For all zones that operate more than one sprinkler head, thesewires are to be doubled up on the field satellite terminal strip to allow forfuture modifications of the sprinkler head pairings.e. All wire splices are to be made with full size wire nuts and moistureproof splice kits for use with three (3) wires maximum.f. All wire and cable shall be furnished in minimum 1,000' reels.g. Removal and disposal of lines and wires is incidental to Bid Item No. 25Common Excavation.2. Materials:a. The field satellite power wire shall be as manufactured by Paige Electricor Regency Wire and Cable.b. Power and valve wire splice kits shall be 3M Scotch-Lok model 3570,3M, DBY/R.SP-29City of Appleton – Reid Golf Course – 60147926

3. Installation:E. Pipe & Fittingsa. Control wire, between field satellites and 24 VAC valve solenoids, maybe laid in the open cut trench, down fed in the pipe pulling operation, orin a separate pulling operation. Control wire, when laid with pipe pullingoperation, must be "down fed" to minimize any tendency to stretch wireor PVC insulation.b. Allow 12" of free wire at all sprinkler splice locations for future service.c. Slack must be provided for expansion or contraction and tensile stressmust be avoided during installation.d. In the event any wiring must be routed under the service road or cartpath, a 2" diameter, PVC sleeve should be used to protect againstcompressive loads.e. In the event the wiring is installed prior to fill being placed (i.e. in the areaover the East Pond outlet pipe), the wire must be protected againstcompressive loads. Protection of wiring is at CONTRACTOR’s expense.f. Wire splices shall be made at the sprinkler head or inside the fieldsatellites. When the field wire must be spliced at another location, thesplices shall be contained in a 10 inch valve pit or standard rectangularvalve box with a black cover.g. Wire splices shall not be made for the sole purpose of using short spoolsof wire.1. General:a. All new irrigation main and lateral piping shall be manufactured fromvirgin polyvinyl chloride resin, and meet ASTM D1784, ASTM D2241 andProduct Standard 22 for PVC pipe.b. All irrigation system pipe shall be pressure rated at 200 PSI forcontinuous service 73°F and meet SDR-21 dimension ratio for wallthickness.c. All pipe shall be furnished in 20-foot lengths. All 4-inch and larger pipeshall have one end belled for push-on joint connection and meet ASTMD3239 joint and gasket specification. The other end of each length shallbe chamfered in accordance with manufacturer's specification for properinsertion into the fitting bell. All new pipe 3-inch and smaller pipe shallhave one end belled for solvent weld connection.d. All change of direction fittings for 2-inch PVC pipe and larger, shall beductile iron bituminous coated for push-joint attachment to pipe. Gasketsshall be for IPS PVC O.D. dimensions, pressure rated at 200 PSI. PVCgasketed slip joint repair couplings may be used on 2-inch pipe andlarger.e. Service tees for connection of the sprinkler heads to the lateral pipe canbe constructed from PVC. Gaskets shall be for IPS PVC O.D.dimension. The fitting shall be pressure rated at 200 PSI and utilize ano-ring sealed acme thread connection for the sprinkler head.f. Pipe ends shall be completed using a PVC thrust plug inserted into thegasket–joint service tee per the plan details.g. Three elbow swing joints shall be utilized for connecting the golf coursesprinkler heads and quick coupler valves to the service tees.h. The swing joints shall be the same size as the inlet to the sprinkler heador quick coupler valve. All swing joint assemblies shall be preassembledwith full 360-degree adjustment in three planes.i. The swing joints shall be manufactured from full bore, schedule 80components with a working pressure of 315 PSI and double O-ring sealsat the buttress threaded connections.SP-30City of Appleton – Reid Golf Course – 60147926

2. Materials:a. All PVC pipe shall be as manufactured by Cresline, Hastings, Northern,Vinylplex, or Zurn.b. The ductile iron fittings shall be as manufactured by HarringtonCorporation.c. The PVC gasket joint service tees shall be Harrington Corporation 151series.d. The swing joint assemblies shall be Spears 5807 series.e. The PVC thrust plug shall be Lasco Model 349.3. Installation:a. Excavation for all 3 through 6-inch PVC main line shall be open cuttrench. Unsuitable excavated material shall be collected and disposed ofby the CONTRACTOR. The installation of 3-inch pipe that includesprivate utility wire shall also be via open cut trench.b. All open cut trenched piping shall be installed with a minimum of 24-inches between surface grade and the top of the pipe for 4-inch to 8-inchdiameter pipe, and a minimum of 16-inches between surface grade andthe top of the pipe for 2-inch to 3-inch diameter pipe.c. All piping installed in an open cut trench is to be covered with the trenchspoils.d. Installation for all 2-1/2 and 2-inch PVC irrigation pipe shall be via thevibratory plow wherever possible.e. All 2-1/2 and 2-inch piping shall be installed a minimum of 16-inchesbetween surface grade and the top of the pipe.f. The pulling operation must utilize PVC gasket joint service tees forsprinkler connections except at the end of the lines. End of the lineconnection of sprinkler heads shall be accomplished with a PVC gasketjointservice tee PVC thrust plug.g. All change of direction fittings must be gasket-joint ductile iron.h. All solvent weld joints are to be completed using a high etch PVC primerand a heavy body PVC cement.i. All piping, valves and fittings are to be adequately supported, anchored,braced or strapped to withstand hydraulic thrust even though suchsupports are not shown on the Drawings. Ensure that the thrust blockmass is adequate to restrain pipe, fitting, or valve movement.j. All horizontal bends on main lines shall be buttressed with either pouredconcrete or concrete block at all changes of direction. Concrete buttressdimensions shall be determined in the field by the CONTRACTOR.k. Additional supports, as recommended by the pipe manufacturer, shall beinstalled to the manufacturer's requirements.l. Pipe interiors must be cleaned before and kept clean during installationby the use of test plugs or duct tape.m. All pipe installed without control wiring shall be equipped with a 14-gaugetrace wire.n. It shall be the responsibility of the CONTRACTOR to provide adequateprotection to compensate for expansion or contraction of the plowed pipeduring installation. Plowed pipe should be provided with adequate timeto adjust to ground temperature before any connections are made.F. Valves & Valve Access Boxes1. General:SP-31City of Appleton – Reid Golf Course – 60147926

a. All new isolation valves shall be AWWA approved, cast iron conduit type,bronze fitted, resilient seal wedge disc, non-rising stem with 2” squarenut and belled hub connections for IPS PVC pipe.b. Valve boxes shall be sized for specific valve application and depth ofbury. Valve box covers shall be identified with the words "irrigationvalve" on the cover. All covers shall be located at grade surface.2. Materials:a. All Isolation Valves shall be Waterous, Kennedy, or Clow.b. Access boxes shall be sized per the plan details and as manufactured byArmor.c. Isolation valve covers shall be color coded green.d. Electrical Splice box covers shall be color coded black.3. Installation:G. Backfilla. All lateral pipe isolation valves shall be connected to the PVC pipe with aHarco ductile iron service tee and ductile iron lateral 90-degree ell jointand swivel lateral clamp kit per the plan details.b. Isolation valve box extensions shall be constructed in the field from6-inch polyethylene drain tile.c. Isolation valve box extensions shall be notched to fit over the pipe.1. General:H. Turf Restorationa. Backfill shall be suitable excavated material free from rock and debris.b. Backfill shall be removed from the existing turf adjacent to the trenchusing a minimum 60-inch rotary broom attached to a minimum 50 HPtractor / trencher.c. All trenches shall be settled by compacting, in six-inch layers,immediately after the backfill has been placed. Do not to disturb the pipeor its bedding.d. All trenches shall be filled and turf restored the same day as they areopened with the exception of where an open excavation is required forcontinuation of work the following day. The open trench and the pipeshall be protected for safety and damage from vandalism.1. General:a. All restoration of turf, outside of construction limits or already restoredsurfaces, shall be the responsibility of the CONTRACTOR.b. The existing turf, on all open cut trenches and other excavations shall bestripped, rolled, stored, replaced and watered the same day.c. The restored turf shall be maintained by the CONTRACTOR until finalacceptance of the system by the OWNER.d. Restored turf that fails to survive until final acceptance of the system, bythe OWNER, must be replaced by the CONTRACTOR with new sod atno additional cost to the OWNER.e. Pipe pulls are to be rolled or tamped to the original grade.f. The CONTRACTOR shall coordinate his work with the Doug DeVries,Golf Course Superintendent (920-419-6003), to expedite the restorationof the turf.SP-32City of Appleton – Reid Golf Course – 60147926

I. Concrete1. General:a. All horizontal and vertical bends on main lines shall be buttressed withpoured concrete thrust blocks.b. All horizontal and vertical bends on lateral lines shall be buttressed withpoured concrete or prefabricated concrete block.2. Materials:a. Concrete used for pipe buttresses, supports and field terminal mountingpads, shall consist of 6 bags of cement per yard of concrete.3. Installation:a. Use of unmixed sackcrete bags for thrust blocks will not be accepted.OWNER’s representative will field located and complete “Drawings of Record” for all Golf Courseirrigation equipment placed by CONTRACTOR. CONTRACTOR shall work with OWNER’srepresentative, as necessary, for completion of “Drawings of Record”.27. GOLF COURSE FEATURE CONSTRUCTIONA. DescriptionThis section describes requirements for construction of golf course features within theproject. Golf course features include greens, tees, fairways, roughs, and bunkers. Thissection includes, but is not limited to, requirements for Bid Items:No. 66: Furnish and Install Lower Side Slope Zone Seeding and FertilizerNo. 67: Furnish and Install Upper Side Slope Zone Seeding and FertilizerNo. 69: Furnish and Install No Mow Area Seeding and FertilizerNo. 70: Furnish and Install Rough Seeding and FertilizerNo. 71: Furnish and Install Fairway Seeding, Mulch, and FertilizerNo. 72A: Furnish and Install Salvaged Fairway SodNo. 72B: Furnish and Install New Fairway SodNo. 75: Furnish and Install BunkersNo. 76: Furnish and Install GreensNo. 77: Furnish and Install TeesB. Testing1. Component materials required by the construction documents for theconstruction of the greens have been pre-determined by the OWNER and GOLFCOURSE ARCHITECT. CONTRACTOR shall be required to obtain currenttesting results provided by the material supplier and shall submit those tests tothe OWNER for verification that they meet the required analysis parameters perSection 1330 Submittals.2. CONTRACTOR shall, at their expense, submit representative topsoil samplesfrom a minimum of eight (8) locations throughout the work area, following topsoilreplacement, to a qualified soil testing service to test for pH, Organic Matter,Phosphorus, and Potassium level. Location of samples shall be determined bythe OWNER and/or GOLF COURSE ARCHITECT in conjunction with theCONTRACTOR, and shall be generally dispersed to provide a reasonablesampling of the various topsoil sources. These samples shall be submitted toSP-33City of Appleton – Reid Golf Course – 60147926

C. Materialslaboratory for testing immediately following placement of topsoil to allow fordetermination of soil amendments, if any. These samples may be submitted tothe laboratory at varying times during the project, based on topsoil placement.Gypsum, Lime, Potash or Organic matter may be required based on soil testing.Results shall be presented to the OWNER for verification at least one fullbusiness day prior to application of amendments.CONTRACTOR shall be responsible for necessary amendments. Amendmentsshall be uniform in composition. Deliver and store materials in a manner toprevent wetting and deterioration. Rate of application shall be as recommendedby the laboratory performing the soil analysis and as approved by the OWNERand GOLF COURSE ARCHITECT.Any additions in project scope due to testing results shall be accommodatedthrough a change order to the contract. The submittal, evaluation, or receipt ofthese samples shall not interfere with the completion of work in this contract.Payment for such work shall be the actual cost of labor plus materials on a peracre basis. Materials will be paid at actual invoice cost plus 15%. A copy of theactual invoice for materials must be provided to the OWNER.1. Greens: The initial profile layer for new putting greens shall include a minimumof 6” of salvaged topsoil, compacted over subgrade. Compaction shall beachieved with equipment used to place topsoil. The initial profile layer shall thenbe smoothed to reflect finished topography. The finish layer shall be 6:3:1 Mixprovided by Waupaca Sand and Solutions, Waupaca, WI, and shall be placed ata 3” compacted depth. The 6:3:1 Mix shall be continuously moistened with waterto promote compaction. Material shall be compacted using a Sand Pro or otherequipment used to install final surface. The 6:3:1 material shall be consistent inperformance specifications with that listed in the laboratory testing from WaupacaSand and Solutions (prepared by Turf Diagnostics and Design - April 24, 2012)and provided as part of these Special Provisions. Current laboratory testingmust be supplied by the material vendor prior to acceptance of the material toensure consistency with the above referenced test (See also Section 01300,Submittals). Contact Ellen Davis or Rob Johnson with Waupaca Sand andSolutions at 715.258.8566. All component material test data must be submittedin accordance with Section 01330 Submittals. Any substitute materials must beapproved by the OWNER and GOLF COURSE ARCHITECT.2. Slit Drainage for Greens: Slit drainage for greens shall be provided and installedby qualified contractors per the Construction Drawings. The two companies thatthe OWNER is aware of that do this type of golf course work are listed below.a. XGD Systems, contact Mark Luckhardt (772) 286-3419b. Golf Preservations, contact Sampson Bailey (606) 499-27323. Bunkers: Sand for sand bunkers shall be a 6” compacted layer of North FaceBunker Sand. The OWNER is aware of only one provider of the bunker sand inthe area, Waupaca Sand and Solutions, Waupaca, WI. Contact Ellen Davis orRob Johnson 715.258.8566. Other vendors may be used, as long as materialmeets the above specifications. Current laboratory testing must be supplied bythe material vendor prior to acceptance. All component materials must besubmitted in accordance with Section 01330 Submittals. Any substitutematerials must be approved by the OWNER and GOLF COURSE ARCHITECT.4. Fertilizer: Fertilizer shall be uniform in composition, free flowing, and suitable forapplication with approved equipment. Deliver fertilizer materials in original,SP-34City of Appleton – Reid Golf Course – 60147926

unopened and undamaged containers showing weight, analysis, and name ofmanufacturer. Store in manner to prevent wetting and deterioration. Fertilizer,which has been exposed to high humidity and moisture, has become caked orotherwise damaged, making it unsuitable for use will not be acceptable.TYPERATEGreens & Tees19-25-5 starter with Mono Ammonium Phosphate 4.0 lbs. per 1,000 sf0-0-45 polymer coated potassium sulfate 4.4 lbs. per 1,000 sfTEP Hi-Mag (micronutrients)8.0 lbs. per 1,000 sf21-0-20 / 100% Poly-S 3.4 lbs. per 1,000 sfFairways19-25-5 starter with Mono Ammonium Phosphate 175 lbs. per acre21-0-20 / 100% Poly-S 150 lbs. per acreRoughs16-25-12/70% Poly-S with Mono Ammonium Phosphate 225 lbs. per acre5. Seed: All seed used shall be labeled in accordance with the U.S. Department ofAgriculture Rules and Regulations under the Federal Seed Act in effect on thedate of invitation for bids. Deliver seed material in original unopened containers,showing weight, analysis, and name of manufacturer. Store in a manner toprevent wetting and deterioration. Seed, which has become wet, moldy, orotherwise damaged in transit or in storage will not be accepted. All seed must beCertified Blue Tag sod quality and Oregon, Washington, or Idaho grown. Thetest date shown on the label must not exceed six (6) months prior to the seedingdates. Seed is to be no more than 1 year old (the previous season's crop).The Putter Creeping Bentgrass seed is to be pre-treated with ApronMaxxfungicide at a heavy rate in tees, greens, and fairways.For information regarding the seed mixes listed below contact Jacklin SeedCompany, contact Mark Grundman 847.867.9798. Alternate materials must beapproved by the OWNER and GOLF COURSE ARCHITECT.Seeding MixturesFairways, Tees, and GreensApply at rate of 1.5 lbs per 1000 sq. ft.LATIN NAME COMMON NAME % OF MIXAgrostis stolonifera Putter Creeping Bentgrass 100%Lower Side Slope Seed MixApply at rate of 50.5 lbs per acreLATIN NAME COMMON NAME % OF MIXAgrostis stolonifera Putter Creeping Bentgrass 1%Bouteloua gracilis Blue Grama Oats 2%Buchloe dactyloides Buffalo Grass 40%Festuca brevipila Eco Star Hard Fescue 24%Festuca ovina Marco Polo Sheep Fescue 29%Poa pratensis Action Kentucky Bluegrass 4%SP-35City of Appleton – Reid Golf Course – 60147926

Upper Side Slope Seed MixApply at rate of 4.5 lbs per 1000 sq. ft.LATIN NAME COMMON NAME % OF MIXPoa pratensis Beyond Kentucky Bluegrass 30%Poa pratensis Rugby II Bluegrass 30%Poa pratensis Action Kentucky Bluegrass 30%Agrostis palustris Red Top Fescue 10%Roughs (Shady Turf Mix)Apply at rate of 4.0 lbs per 1000 sq. ft.LATIN NAME COMMON NAME % OF MIXFestuca brevipila, Festuca Fine Fescue 60%ovina, Festuca rubraPoa pratensis Kentucky Bluegrass 40%No Mow AreasApply at rate of 4.0 lbs per 1000 sq. ft.LATIN NAME COMMON NAME % OF MIXFestuca brevipila, Festuca Scottish Links Fine Fescue 100%ovina, Festuca rubra6. Sod: New sod shall be Bentgrass sod.7. Topsoil Material: CONTRACTOR shall verify that salvaged topsoil to be used forgolf course feature construction consists of a sandy loam silt, or loam withsufficient amounts of organic material to start and maintain plant growth asdetermined by the OWNER, ENGINEER and/or Golf Course Architect. Topsoilmaterial shall be free of excess quantities of clay, hard lumps, roots, grass,stones, and other foreign materials. See Paragraph B of this Section forinformation regarding topsoil testing.8. Hydromulch: Wood fiber mulch shall be hydraulic mulch (HM) – wood withtackifier composed of 100% recycled long strand, thermally refined (within apressure vessel) wood fibers, and a tackifier. Acceptable products include: Wood-Lok W/Tac by Applegate Mulch, contact Pete Simmons atpsimmons@applegatemulch.com / 517-449-1384 Terra-Wood with Tacking Agent 3® by Profile Products 800-366-1180(Fax 847-215-0577) www.profileproducts.com Or approved equals.HM shall conform to the following minimum application rates and specifications:SP-36City of Appleton – Reid Golf Course – 60147926

NozzleUse a fan-type nozzle (50-degree tip)whenever possible for better soil surfacecoverage.Typical Application Rate5:1 Slopes or less 2000 lbs / acrePackagingBale Net Weight: 50 lbsPallet:40 BalesTruckload: 880 Bales, 22 PalletsPhysical PropertiesMoisture Content 12% ±3%Tackifier 3%See specifications for additionalinstallation detail.ApplicationWhen possible, rain down on surface toimprove soil coverage and reducematerial cost. Apply from opposingdirections to reduce shadowing.Ash content 0.7% ±.2%Water Holding Min 1,250 gms.ColorGreenpH 4.8Organic content 99.3%±.2%D. ConstructionThe HM shall be compressed and sealed in heavy duty plastic bags with a UVinhibitor and packaged in 50 pounds and be suitable for outdoor storage for up tosix months. The package shall contain current labels, the manufacturer's nameand address, net weight, and customer service number.1. Golf Course Feature Grading: Grading of all golf course features shall be inaccordance with Section 02310, Site Grading. Perform grading within contractlimits, including adjacent transition areas, to new elevations, levels, profiles, andcontours as shown by Construction Drawings.Provide subgrade surfaces parallel to finish surface grades. Provide uniformelevations and slopes between new graded elevations and existing grades.a. Subgrade: Grade surface to provide drainage away from site structuresand golf course features, and to prevent ponding and pockets in surfacedrainage. Provide subgrade surface free from irregular surface changesand as follows:i. Tolerance: + 0.20’ from design grades.ii. Required surface finish will be that ordinarily obtained from ablade-grader.iii. Provide subgrade surface free of exposed boulders or stonesexceeding 4" in greatest dimension in paved areas; 2" in turf andplanting areas.b. Final Grade: Tolerances from design grades are as follows below (unlessotherwise approved by GOLF COURSE ARCHITECT). The deviationSP-37City of Appleton – Reid Golf Course – 60147926

shall not be consistently greater or lesser than the planned grades oralignment, nor shall deviations from design grades/alignment reduce theflood control storage area volume and channel cross sectional area orresult in improper or inadequate drainage.i. Roughs, Upper and Lower Side Slopes, and Fairways: + 0.20’.ii. Tees: + 0.10’.iii. Greens: + 0.05’.iv. Bunkers: + 0.25’.2. Greens: Greens shall be constructed as shown on the Drawings. The slitdrainage shall be installed after the initial profile layer installation and before the6:3:1 mix (finish layer) installation. Backfill material shall be 6:3:1 Mix. Thegreen surface shall be finished according to the size and contours shown on thegreen detail plans. The profile of the putting surface shall consist of materials asspecified and as illustrated on the plans. The root zone mixture shall be verythoroughly mixed prior to delivery to the project site. The materials shall betransported to the greens and placed to a uniform thickness so that the uppersurface of the green, after compaction, conforms to the sections and contoursshown on the green details in the construction plans.3. Tees: Tees shall be constructed as shown on the plans. The tees shall befinished according to the size and contours shown on the plans and shall have auniform layer of 6 inches topsoil placed on the slopes and surface.4. Bunkers: All bunkers shall be constructed to conform to the lines, grades, andcross sections as shown on the Drawings and compacted to the degreenecessary to prevent future settling. Sand shall be compacted using a platecompactor or equivalent. A minimum depth of 6 inches of topsoil shall be placedover the subgrade around the entire bunker, after approval of the subgrade bythe GOLF COURSE ARCHITECT. Sand bunkers are to be edged to a depth ofsix (6) inches along their inside margin prior to final cleaning. The entire areathat is to receive sand shall be excavated to a minimum depth of 6 inches,cleaned by hand raking, and rolled firm and smooth preceding placement of draintile and sand.E. Feature Restoration1. Preparation: Limit preparation to area that will be immediately grassed.a. Irrigation System: CONTRACTOR shall install the irrigation system priorto seeding or sodding operations. Locate, protect, and maintain theirrigation system during grassing operations. Repair irrigation systemcomponents damaged during seeding or sodding operations atCONTRACTOR's expense.b. Topsoil: CONTRACTOR shall loosen topsoil to minimum depth of 4".Remove stones over 1" in any dimension and sticks, roots, rubbish, andextraneous matter. The CONTRACTOR shall be responsible for thedisposal of all collected material.c. Fine Grade: CONTRACTOR shall grade area to a smooth, free draining,even surface with a loose, moderately coarse texture. Roll and rake,remove ridges, and fill depressions as required to drain.d. Basic Soil Amendments: CONTRACTOR shall incorporate amendmentsinto the topsoil as a part of the topsoil preparation process prior to seedpreparation, fertilizing, and planting. Each amendment material shall bebroadcast or spread evenly at the specified rate over the planting areaper the laboratory recommendations based on soil tests completed underB. Testing, in this Section. Then, all amendments are to be thoroughlySP-38City of Appleton – Reid Golf Course – 60147926

incorporated at the same time, into the top three to four inches of soil,until they are a pulverized and a homogenous layer of topsoil is ready forplanting. Incorporation and mixing shall be accomplished with roto-tilleror disc-harrow machinery. Apply limestone, at a rate determined by thesoil test provided by CONTRACTOR, to adjust ph of topsoil to not lessthan 6.0 or more than 6.8. Distribute evenly by machine and incorporatethoroughly into topsoil in the golf course feature areas as identifiedduring Testing.e. Starter Fertilizer: Starter fertilizer, as required, shall be applied withintwo days prior to grassing. They shall be thoroughly and evenlyincorporated into the top (1") one-inch. The area shall then be lightlyraked until the finished grade is smooth, loose, and pulverized.f. Soil Preparation: Following applications of fertilizer, the area shall becompacted by making two passes with a culti-packer, or approved similarequipment, weighing at least 90 pounds per linear feet of roller. Thesecond pass with a culti-packer shall be made at right angles to the firstpass. Following compaction, the surface shall be cleared of anyremaining rock one inch in size or larger, roots, sticks or debris thatmight interfere with playing golf on the golf course feature areas.2. Seed Installation:a. Seeding:i. Seed immediately after preparation of bed. Spring seedingperiod is between April 1 and June 30. Seeding at other timeperiods shall be approved by the OWNER and/or the GOLFCOURSE ARCHITECT.ii. Seed indicated areas within project limits and disturbed areas asa result of construction operations.iii. Perform seeding operations when the soil is dry and when windsdo not exceed 10 miles per hour velocity.iv. Apply seed as follows:Greens and Tees - Following soil preparation and fertilization,the seed shall be sown using a hopper type seeder as approvedby the OWNER and/or GOLF COURSE ARCHITECT. The seedshall be sown in two operations; one-half of the seed for eacharea being sown in a direction at right angles to the other half.Following distribution of the seed, the area shall be tracked inwith a bunker rake machine, or approved similar equipment.This procedure is to be completed by moving the machine overthe seeded area using only wheel treads to work the seed intothe surface. The rake implement shall not be utilized during thisoperation and the soil cover over the seed shall not exceed oneeighth (1/8) of one inch.Fairways, Roughs, Upper and Lower Side Slopes, and No mowareas - Apply seed with a Brillion seeder or approved similarequipment. Install seed evenly by sowing equal quantities in twodirections, at right angles to each other.v. Sow grass seed at the rate specified.b. Mulch/Hydromulch: On the same day and immediately following plantingoperations, all indicated slopes/areas are to be capped with mulch orhydromulch as specified.SP-39City of Appleton – Reid Golf Course – 60147926

All areas to receive HM shall have been fertilized and sewn with seed.Hydraulic mulching shall be conducted under favorable weatherconditions during the season normal for such work to be performed.HM may be combined with water, seed and fertilizer (if applicable), andmixed using mechanically agitated equipment. Apply HM at theappropriate rate based on slope and soil conditions but at a minimum of1,800 lbs per acre on flat to 5H: 1V slopes. Spray HM using a fan-typenozzle (when possible, use a 50-degree tip), applying from two opposingdirections to ensure proper soil surface coverage. The wood fibers ofmulch must maintain uniform suspension in water under agitation andshall blend with grass seed, fertilizer and other additives (if applicable) toform an homogenous slurry. Upon application, the mulch material shallform a hydraulic blanket like mat covering the ground. This mat shallhave the characteristics of water absorption and percolation and shallcover and bond grass seed in contact with the soil. The HM shall begreen in color to aid in visual metering during application. The dye shallbe biodegradable and not inhibit plant growth.Hydraulic equipment used for the slurry application of prepared fibermulch shall be of the "super Hydroseeder" type, or other approvedtypes. Using this equipment, HM slurry shall be applied evenly over thesoil surface in a one step operation.Operations may proceed only after free surface water resulting fromrecent rains or mechanical watering has drained away. Other moistureand weather considerations should be used as guides as if normalgrassing practices were to be conducted.The mulch and water shall be combined into the slurry tank fordistribution of all ingredients in one operation using a mechanicalagitator. The slurry mixture shall be so regulated that the amounts andrates of application shall result in a uniform application of all materials.After HM has been applied and allowed to dry, the seeded area will besprinkled by the OWNER with a fine spray of water to prevent run-off,and OWNER will continue to water often enough to keep the surfacesconstantly moist. HM areas shall be adequately protected from foot orvehicular traffic during the period that grass is being established.c. Erosion Control Mat: On the same day and immediately followingplanting operations, all indicated slopes/areas are to be covered witherosion control mat as specified in Section 02378, Ground StabilizationWith Erosion Control Mat.d. Protection: No heavy equipment shall be moved over the planted grassarea unless the soil is again prepared, graded, leveled, and replanted.3. Sod Installation: In locations identified on Construction Drawings where proposeddrainage lines (4-inch and 6-inch golf course feature storm sewers) cross existingfairways, the fairway shall be restored using salvaged sod, or new sod, asidentified on the Construction Plans.a. Existing sod shall be stripped and salvaged, where indicated.b. Salvaged sod must be replaced the same day which it is stripped.c. Installation: The soil surface shall be worked until it is relatively free fromdebris, washes, gullies, clods, and stones and is in a satisfactorycondition. Prepared surfaces that become crusted shall be reworked toan acceptable condition for sodding.SP-40City of Appleton – Reid Golf Course – 60147926

F. Reconditioning Damaged Turf Areai. When the surface is dry enough to walk on, place the sod on theprepared surface with the edges in close contact and alternatecourses staggered at least 12". Roll them level with a lawnroller. On all slopes exceeding 5:1, the sod shall be secured withpegs. Any openings that may occur shall be neatly plugged withsod. The sod shall then be thoroughly rolled and watered by theCONTRACTOR. CONTRACTOR shall water sod until work isaccepted by the GOLF COURSE ARCHITECT AND OWNER.ii. Sod shall be placed when the ground is in a workable conditionand temperatures are less than 90 degrees F. Sod shall not beplaced when the sod or ground surface is frozen or during anextended drought, unless authorized by OWNER.iii. All areas designated to be sodded shall be protected againstdamage from the time work is started until the date ofacceptance by the GOLF COURSE ARCHITECT AND OWNER.The moving of heavy equipment or materials over lawn areas, ifnecessary, shall be done on planks after sod is placed/replaced.Recondition existing turf areas damaged by CONTRACTOR's operations, includingstorage of materials or equipment and movement of construction vehicles, and existingturf areas as indicated as follows:1. Provide fertilizer, seed and soil amendments as specified and as required toprovide a satisfactory reconditioned turf. Provide topsoil as required to fill lowareas and meet new finish grades.2. Cultivate bare and compacted areas thoroughly.3. Remove diseased or unsatisfactory turf areas. Do not bury into soil. Removetopsoil containing foreign materials resulting from CONTRACTOR's operations,including oil drippings, stone, gravel, and other construction materials.4. Where substantial, but thin turf remains; rake, aerate if compacted, cultivate soil,fertilize and seed per GOLF COURSE ARCHITECT’s and OWNER’s approval.G. WarrantyExcept as otherwise specified in the Contract Documents, the CONTRACTOR shallguarantee workmanship and materials under this section for a period of one (1) year fromdate of final acceptance by the OWNER. Final acceptance is when the OWNER acceptsareas as substantially complete as outlined in Section 6. The work shall be left in perfectorder at completion and acceptance. Neither the final payment nor termination of theguarantee period, nor any provision in the Contract Document shall relieve theCONTRACTOR of the responsibility for negligence, faulty materials, or workmanshipwithin the extent and period provided by law. Upon written notice CONTRACTOR shallremedy any defects due thereto, and shall pay all expenses for damage to other workresulting there from.If Specifications provide for methods of construction, installation, materials, etc. for whichthe CONTRACTOR cannot guarantee for the indicated period, it shall be theresponsibility of the CONTRACTOR to inform the OWNER in writing before submittingtheir bid. Otherwise, the CONTRACTOR shall be responsible to provide the method ofconstruction, installation, materials, etc., which will be guaranteed for the indicated periodof time.SP-41City of Appleton – Reid Golf Course – 60147926

1. Earthwork: The CONTRACTOR shall guarantee all in place earthwork to be freefrom heaving or settling due to use of unsatisfactory material, methods ofconstruction, or inadequate compaction. Settlement shall meet the followingstandards:a. Less than 0.10’ for bunkers, rough, fairway areas, or lower and upperside slopes, andb. Less than 0.05’ for tees or greens.Should the GOLF COURSE ARCHITECT determine it necessary to adjust thegrade due to settlement or heaving, the CONTRACTOR shall remove the sod, ifsod is already established, regrade as necessary, and replace the soil and sod.This no settlement clause shall extend over the entire period of theCONTRACTOR's guarantee of the job.2. Seeding and Sodding: The CONTRACTOR’s guarantee of workmanship andmaterials for seeding and sodding operations shall include the quality andviability of the materials, and the workmanship as specified in the SpecialProvisions. This guarantee shall extend until each grassed area, by area, hasbeen accepted by the OWNER in writing. It shall also include the maintenanceand re-establishment of grassed areas against the effects of erosion, wind, andother factors. After acceptance, the CONTRACTOR’s guarantee andresponsibilities for maintenance shall terminate and from that point forward shallnot cover any damages to work caused by erosion, wind, vandalism, or acts ofGod.The CONTRACTOR shall maintain all completed work, installed materials, and otherportions of the contract until completion and acceptance of each stage of construction.Field review to determine acceptance of completed construction will be made by theGOLF COURSE ARCHITECT and OWNER and accepted subject to compliance with theContract Documents.28. DRY CUT STONE RETAINING WALLA. DescriptionThis Special Provision describes furnishing materials and erecting a permanent earthretention system in accordance to the lines, dimension, elevations and details as shownon the plans and provided in the Construction Documents. This work consists ofconstructing dry cut stone retaining walls. The dry cut stone retaining walls are formed ofinterlocking, dry-stacked cut stone blocks without reinforcing steel, mortar, or concrete.B. Materials1. Dry Cut Stone: Furnish hard, angular, and durable dry cut stone that consists ofintact blocks without open fractures, foliation, or other planes of weakness.Conform to the following:a. Stone block has sufficient hardness so that it cannot be scratched with aknife or scratched only with difficulty.b. Unconfined compressive strength, ASTM D 7012 = 5,000 psi minimum.c. Absorption, AASHTO T 85 = 4.2% maximum.d. Freeze-thaw loss (12 cycles), AASHTO T 103 = 10% maximum.SP-42City of Appleton – Reid Golf Course – 60147926

2. Dry Cut Stone Sizes and Shapes: Furnish angular stone blocks that aregenerally rectangular in shape. Conform to the following:a. Dry cut stone blocks shall have a minimum depth of 8 inches as shownon the plans.b. The minimum front face thickness of dry cut stone blocks shall be 4inches as shown on the plans.c. Dry cut stone blocks shall have a minimum width of 16 inches.d. The cap stone shall have a minimum front face thickness of 4 inches anda minimum depth of 16 inches as shown on the plans.e. Batter: Provide units that offset from course below to provide at least1:10 (approximately 5 degrees) batter from vertical as shown on plans.f. Special Units: Provide corner units, end units, and other shapes asneeded to produce segmental retaining walls of dimensions and profilesindicated on plans.3. Color: Furnish dry cut stone with a color indigenous to the area, as specified inSection 12, Rock Color Requirements, of these Special Provisions. Furnish drycut stone free of machine-made scratches, mars, or other damage to the visibleface. The CONTRACTOR shall supply the samples prior to December 1, 2012.The color of the dry cut stone supplied shall be similar to that of other rockmaterial used with the construction project, including, rip-rap, step pool, and rockoutcroppings.4. Granular Drainage Backfill: Wall backfill shall comply with the requirements ofWisDOT coarse aggregate No. 1 as given in WisDOT Standard Specification501.2.5.4. All backfill placed within a zone from the back of the leveling pad tofacing depth of 12 inches below the finished ground surface and within 12 inchesbehind the back face of the wall shall be Wall Backfill, as shown on detail 17 onsheet CD-3 in the plans.5. Leveling Pad: Leveling pad shall consist of a compacted base aggregate dense1-1/4-inch in conformance with WisDOT Standard Specification 305 with athickness of one (1) foot minimum. The minimum depth of leveling pad shallequal to the depth of the dry cut stone blocks plus 12 inches, and the stone shallbe centered on the leveling pad, as shown on detail 17 on sheet CD-3 in theplans.6. Underdrain Pipe: Underdrain pipe shall be wrapped Polyvinyl Chloride (PVC),Schedule 80, conforming to WisDOT Standard Specification 612, or as approvedby ENGINEER.a. Joints: Push-on type, designed for elastomeric gaskets,ASTM D3212.b. Gaskets: Rubber, ring type, ASTM F477.c. Perforated pipe slot geometry shall provide inflow area criteria ofAASHTO M252. The perforations shall consist of two rows of 3/8 inchholes at 3 inch on centers. The holes shall be 60 degrees off bottom oneach side.d. Perforated pipe shall be wrapped with Geotextile fabric conforming to therequirements of WisDOT Type DF as outlined in WisDOT StandardSpecification 645.7. Geotextile: Geotextile fabric shall be a nonwoven needle-punched geotextile,manufactured for subsurface drainage applications, made from polyolefins orpolyesters; with elongation greater than 50 percent conforming to therequirements of WisDOT Type DF as outlined in WisDOT Standard Specification645.SP-43City of Appleton – Reid Golf Course – 60147926

8. Lean Clay: Lean clay shall be defined as material having a minimum of 50percent passing the number 200 sieve, an average Liquid Limit of 25 (with novalue less than 20), and an average Plasticity Index of 12 (with no value lessthan 10).C. SubmittalsPrior to December 1, 2012, the CONTRACTOR shall submit, in accordance with Section01330 Submittals, the following:1. Submit rock samples per Section 12 of the Special Provisions for approval by theOWNER.D. Construction1. General: Construct the dry cut stone retaining wall at the locations and to thedimensions shown on the plan and as directed by the ENGINEER. At the end ofeach working day, provide good temporary drainage such that the backfill shallnot be contaminated with run-off soil or water if it should rain. Do not stockpile orstore materials or large equipment within 10 feet of the back face of the wall. Donot operate tracked or wheeled equipment within 3 feet of the back face of thewall. The OWNER may order the removal of all large or heavy equipment thatmay cause damage or misalignment of the wall.2. Foundation Excavation: Excavation for the dry cut stone retaining wall shall be inaccordance with Section 02315 Structure Excavation and Backfilling. Excavate afoundation trench at least 12 inches below the bottom of the wall, running the fulllength of the proposed wall. Excavate the foundation to a minimum width equalto the specified leveling pad width plus a minimum of 12 inches to include thegranular drainage backfill behind the wall. Stability of temporary cut slopes is theresponsibility of the CONTRACTOR.3. Leveling Pad: Place and compact leveling pad material to thickness indicated onplans and with not less than 95 percent maximum dry unit weight according toASTM D698.4. Dry Cut Stone Block Placement: Place the first course of dry cut stone blocks(base stone) on leveling pad for full length of wall. Place stone blocks in fullcontact with each other, properly aligned and level. Tamp units into leveling padas necessary to bring tops of units into a level plane.For each subsequent course, remove excess fill and debris from tops of stoneblocks in course below. Place stone blocks in firm contact, properly aligned, anddirectly on course below. As the dry cut stone wall is constructed, place thestone blocks so that there are no continuous joints in the vertical direction.Stockpile a sufficient number of stone blocks to provide a good selection forplacement. To obtain a better fit, place stone blocks which do not match thespaces offered by the previous course in a different location.Securely place stone blocks so that the blocks are unable to be moved with a prybar after the dry cut stone wall is complete.5. Dry Cut Stone Wall Backfill: Install the granular drainage backfill between the drycut stone wall and the back cut face being supported. The granular drainagebackfill layer shall be at least 12 inches thick, measured horizontally from theback of the base block to the face of the back cut. Fill voids between and withinSP-44City of Appleton – Reid Golf Course – 60147926

E. Field Quality Controldry cut stone blocks with drainage fill. Place fill as each course of units is laid.a. Place, spread and compact drainage backfill in uniform lifts for full widthand length of the dry cut stone wall. Place and compact fills withoutdisturbing the alignment of the stone blocks.b. The granular drainage backfill shall be placed in 9-inch thick maximumloose lifts and compacted to a minimum of 95 percent of standardProctor in accordance with ASTM D 698. Backfilling shall closely followerection of each course of stone blocks.c. Compact each layer of wall backfill with lightweight manually operatedcompaction equipment acceptable to the OWNER. Do not operatetracked or wheeled equipment within 3 feet of the back face of theblocks. Conduct backfilling operations in such a manner as to preventdamage or misalignment of the stone blocks. At no expense to theOWNER, correct any such damage or misalignment as directed.d. Separate the granular drainage backfill from the back cut by WisDOTType DF geotextile fabric. Overlap the geotextile at least 12 inches at allseams. The geotextile fabric shall extend from the top of the levelingpad to 12 inches below the surface of the retained soil. The geotextileshall then wrap across the top of the granular drainage backfill to theback of the dry cut stone wall facing.e. Place the 6-inch diameter perforated underdrain pipe to the lines andgrades shown on the plans. Surround the pipe on all sides by at least 4inches of granular drainage backfill.f. Connect the perforated drain pipe to a non-perforated collector pipe at aspacing not to exceed 100 feet, center-to-center. The perforated drainpipe shall be day-lighted to the detention pond at either edge of the drycut stone walls.g. Cap the backfill with 6-inches of lean clay and 6-inches of topsoil asindicated on the plans. Compact lean clay to a minimum of 95 percent ofstandard Proctor density (ASTM D 698). Compact topsoil to a minimumof 85 percent of standard Proctor density (ASTM D 698). Place WisDOTType DF geotextile fabric between the granular drainage backfill andlean clay as shown on the plans.h. Grade a v-ditch along the top of the retaining wall for diversion of surfacewater as shown on the plans. Provide uniform slopes that will preventponding.OWNER will engage a qualified testing firm to perform tests during wall construction.F. Adjustments1. Remove and replace dry cut stone wall construction of the following descriptions:a. Broken, chipped, stained, or otherwise damaged stone blocks. Unitsmay be repaired if ENGINEER and OWNER approve methods andresults.b. Dry cut stone block walls that do not match approved Samples.c. Dry cut stone block walls that do not comply with other requirementsindicated.2. Replace units so dry cut stone walls match approved Samples, complies with allrequirements, and shows no evidence of replacement.SP-45City of Appleton – Reid Golf Course – 60147926

29. GOLF COURSE BRIDGES, 25 FOOT & 30 FOOTA. DescriptionThis Special Provision describes furnishing a fully engineered, fabricated steel trusspedestrian bridge structure, including bearings, and transporting and erecting it as shown inthe plans, including all substructure units and miscellaneous items, in accordance with Part2, Part 5 and Part 6 of the State of Wisconsin, Department of Transportation, StandardSpecifications for Highway and Structure Construction, 2012 Edition, and as hereinafterprovided. These specifications shall be regarded as minimum standards for design andconstruction.B. Materials for Prefabricated Steel Truss Pedestrian Bridge1. Approved Manufacturers: The bridge shall be designed and manufactured by anapproved designer and supplier selected from the Wisconsin Department ofTransportation’s approved products list. The following is a link to the approvedproduct list:http://www.dot.wisconsin.gov/business/engrserv/docs/ap9/approved-lists.pdfTo be eligible for this project, pre-fabricated bridges from other manufacturers mustbe pre-approved by WisDOT 5-days prior to the bid opening date. Applications forpre-approval may be submitted at any time. Applications must be prepared inaccordance with the requirements of WisDOT. Information and assistance with thepre-approval process can be obtained by contacting the Bureau of Structures,Structures Development Section in Room 633 of the Hill Farms StateTransportation Building in Madison or by calling (608) 266-8494.2. Design Requirements: Structural design of the pedestrian bridge shall be by aProfessional Engineer registered in the State of Wisconsin.Design the bridge in accordance with the 6th Edition of the AASHTO LRFDSpecifications for Highway Bridges, all current interims, and the AASHTO GuideSpecifications for Design of Pedestrian Bridges, except as modified herein.Design welded tubular connections in accordance with the Structural WeldingCode-Steel ANSI/AWS D1.1. The fracture critical requirements of ANSI/AWS D1.5do not apply, and Charpy V-notch impact testing will not be required. Loading shallbe as stated in Article 1.2 of the AASHTO Guide Specifications for Design ofPedestrian Bridges. The bridge shall be a Pratt Truss with profile as shown on theplans with one diagonal per panel. Chords, diagonals, verticals, bracing, and floorbeams may be tube steel. Tube steel shall have a minimum thickness of 1/4-inch.All other steel shapes shall have a minimum thickness of 5/16-inch. Field splicesshall be bolted with ASTM A325 high strength bolts in accordance with the“Specifications for Structural Joints Using ASTM A325 or A490 Bolts”. For top andbottom chord field splices, splice plates are required on both the inside and outsidesurface of all four sides of the spliced tubing so that each bolt will be acting indouble shear. Nuts may be welded to the splice plates to hold them in place duringinstallation. When the collection of water inside a structural tube is a possibility,either during construction or during service, provide the tube with a drain hole at itslowest point.Camber the bridge to offset the calculated dead load deflection plus an amountequal to 1% of the bridge length.Bridge deck shall be transverse composite timber planks. Planks shall be nominal2” (minimum). The color of the composite deck shall be approved by theSP-46City of Appleton – Reid Golf Course – 60147926

ENGINEER. Planks shall be placed tight together with no gaps. To resist warpingforces, deck tie-down systems shall be designed to resist an uplift of 500 lbs perplank per tie-down location, assuming wet service conditions. Deck tie-downs shallbe provided at plank ends and intermediate points as required such that tie-downspacing does not exceed actual plank thickness multiplied by 50. Edge tie-downsshall be made with a continuous steel angle member above the planks.Install horizontal safety rails and timber rub rails as specified in the plans.3. Plan Requirements and Submittals: Submit four sets of prints of thesuperstructure plans and four sets of design computations to the City of Appletonfor acceptance by the City. Make submittal no later than 4 weeks after date ofnotice of contract approval. Allow the following time period in the constructionschedule: 20 calendar days after the first receipt of plans by the OWNER for acomplete initial review of the design and plans submittal, and an additional 20calendar days for any necessary revisions and/or corrections.Include in the submittal the following:a. Basic design criteria shown on the design plans.b. Submit individual color samples of the proposed composite deckingsystem.c. Complete detailed drawings of all structural steel connections, sizes ofmembers, span lengths between bearing points, skews, walkway widths,height of handrails and safety rails, bearing assembly details, anchor boltlocations, design data, materials data, and dead and live load bearingreactions.d. Engineer’s certification. The plans shall be sealed, signed and dated by aProfessional Engineer registered in the State of Wisconsin. In addition tothe four hard copies with original seal, submit one electronic (pdf) copywith stamp.e. Four sets of design calculations with independent checks.One set of prints from this submittal, and any subsequent submittals, will bereturned to the contractor, either indicating acceptance or marked with requiredrevisions and/or corrections. Provide City of Appleton Department of Public Works,City of Appleton Parks, Recreation and Facilities Management Department, andENGINEER each a copy of final plans to be used in fabrication and construction.4. Weld Testing: The CONTRACTOR shall hire an independent agency selectedby CONTRACTOR and approved by ENGINEER to perform nondestructive weldtesting for each structure; the CONTRACTOR shall pay for this testing. All weldsare to be visually inspected.Ten percent of all fillet welds shall be magnetic particle tested.All full penetration welds of chords shall be ultrasonically or radiographically tested.Bottom chord welded tube splices for tube thicknesses less than 3/8-inches thickshall be radiographically tested or covered with fillet welded splice plates with nonintersecting welds which develop 75% of the spliced member strength.Submit a written testing report upon bridge delivery to site.SP-47City of Appleton – Reid Golf Course – 60147926

C. Construction1. Delivery and Erection: Deliver the bridge by truck to the location that is nearest tothe site and accessible by road. The contractor is responsible for unloading thebridge from the trucks at the time of arrival.The manufacturer shall notify the contractor in advance of the expected arrivaltime. Information regarding delays after the trucks depart the plant such asinclement weather, delays in permits, rerouting by public agencies, or othercircumstances shall be passed on to the contractor and ENGINEER as soon aspossible.The manufacturer shall advise the contractor of the actual lifting weights,attachment points, and all other pertinent information needed to install the bridge.Unloading, splicing, bolting, and providing proper lifting equipment as well as alltools, equipment, labor, and miscellaneous items required to complete the work isthe responsibility of the contractor. The procedure for bolting field splices shall begiven to the contractor by the manufacturer.2. Finishes: Unpainted weathering steel shall be used. All fabrications shall beproduced from high strength, low alloy, atmospheric corrosion resistant ASTMA847 cold-formed welded square and rectangular tubing, ASTM A606 sheet,and/or ASTM A588, ASTM A242, or ASTM A709 Grade 50W plate and structuralsteel shapes (Fy=50,000 psi) with a minimum corrosion index of 5.8 per ASTMG101.Blast-clean all exposed surfaces of weathering steel in accordance with SteelStructures Painting Council Surface Preparation Specifications No. 7 Brush-OffBlast Cleaning (SSPC-SP7), latest edition. Exposed surfaces of weathering steelshall be defined as those surfaces seen from the deck and from outside thestructure. Stringers, floor beams, lower brace diagonals and the inside face of thetruss below the deck and bottom of the bottom chord do not need to be blasted.3. Other Construction: Construct other bridge related items in accordance with thefollowing sections of the Standard Specifications for Highway and StructureConstruction, 2012 Edition:Section 206 – Excavation for StructuresSection 210 – Backfill StructureSection 415 – Concrete Pavement Approach SlabSection 502 – Concrete Masonry Bridges and Masonry Anchors Type S 5/8-InchSection 505 – Bar Steel Reinforcement HS BridgesSection 507 – Timber RailSection 516 – Rubberized Membrane WaterproofingSection 612 – Pipe Underdrain Wrapped 6-InchSection 645 – Geotextile Fabric Type HR30. MEASUREMENTS AND PAYMENTSA. Bid Item No. 1: Mobilization1. Construction shall be in accordance with the following sections, the SpecialProvisions, and the City of Appleton Specifications and Ordinances.Section 01330 SubmittalsSection 01455 Testing Laboratory ServicesSP-48City of Appleton – Reid Golf Course – 60147926

Section 01500 Temporary Construction Facilities and UtilitiesSection 02230 Site Preparation and Restoration2. The lump sum price for Mobilization shall include job preparation, administration,project closeout, submittals, temporary facilities, restoration of areas outside ofthe grading limits, employee sanitary provisions, moving construction equipmentonto and off of construction site after the Notice to Proceed has been issued,coordination of SUBCONTRACTORS and utilities, permits and notifications,surveying and replacement of survey monuments (other than OWNER providedconstruction staking), temporary site work, temporary site work construction andremoval, coordination of material testing and survey, restoration of existing cartpaths, driveways, curbs, sidewalks, and aprons, and other appurtenant andincidental Work.3. Sidewalk at proposed access locations and existing access locations that are tooremain shall be replaced with 7” thick concrete. Other areas of sidewalkdamaged shall be replaced with 4” thick concrete.4. Payment shall be made in the following increments:a. 50% with first payment after commencement of construction.b. Incrementally throughout the project.c. 5% with final payment.5. The CONTRACTOR shall safeguard the work site and golf course users usingappropriate means and methods according to site conditions. Any temporaryfencing required to safeguard the site and golf course users that is in addition tothe long-term temporary fencing identified on the Plans and Specifications (BidItem No. 11: Furnish, Install, Maintain, and Remove Long Term TemporaryFence) shall be incidental to Mobilization.a. Additional Temporary Construction fencing shall meet the followingrequirements:i. Color: International orange (UV stabilized)ii. Role Height: 48 inches (1.2 m)iii. Mesh Opening: 1 inch (25 mm) min to 3 inch (75 mm) max.iv. Resin/construction: high density polyethylene diamond mesh.v. Service temperature: -60°F (-51°C) to 200°F (93°C) (ASTMD468)vi. Tensile yield: Avg. 2000 lbs (907 kg) per 48 inch (1.2m) width(ASTM 638)vii. Ultimate tensile strength: Avg. 2900 lbs (1315 kg) per 48 inch(1.2 m) width (ASTM 638)viii. Elongations at break (%): Greater than 100% (ASTM 638)ix. Chemical resistance: Inert to most chemicals and acids.b. Fence post shall be notched conventional metal “T” or “U” shaped fenceposts, spaced at 8 ft on centers, maximum.The incidental cost for additional temporary construction fence shall include theconstruction of the fence, fence material, fence posts, anchoring material andother items associated with the construction fence accordance with the Plans andSpecifications; and for all labor, tools, equipment, and incidentals necessary tocomplete the Work.SP-49City of Appleton – Reid Golf Course – 60147926

B. Bid Item No. 2: Furnish, Install, Maintain, and Remove Erosion Control1. Construction shall be in accordance with Section 01570 Protection ofEnvironment, the Special Provisions, and the City of Appleton Erosion Controland Vegetative Restoration Specifications and Ordinances.2. Furnish, Install, Maintain, and Remove Erosion Control will be measured by lumpsum. Payment will be incrementally throughout the project based on percentcompletion.3. Furnish, Install, Maintain, and Remove Erosion Control includes:a. Erosion Control measures shown on plans. Quantities for these measuresare estimated based on construction plans.b. Erosion Control measures not shown on plans but necessary to meet erosioncontrol requirementsc. Other Erosion Control Practices as needed during construction4. The lump sum price for Furnish, Install, Maintain, and Remove Erosion Controlshall include, but is not limited to supplemental erosion control plan preparation,providing approved erosion control practices as stated in the Special Provisions,on Plans, and additional practices as may be needed to meet Erosion ControlPermit requirements based on site conditions. Temporary rip-rap, temporaryseeding, temporary erosion control fabric, and inlet protection provided as part oferosion control shall be included in the lump sum. It also includes erosioncontrol inspections and reports, maintaining erosion control measures andremoving erosion control measures with the approval of the ENGINEER; and forall labor, tools, equipment, materials, and incidentals necessary to complete theWork.5. Construction activities that require additional erosion control measures notincluded on the Plans are to be paid under Bid Item No. 2 Furnish, Install,Maintain, and Remove Erosion Control. This includes, but is not limited to,construction activities such as additional silt fence around temporary stock pilesnot indicated on the Drawings. This includes maintaining erosion controlmeasures and removing erosion control measures with the approval of theENGINEER; and for all labor, tools, equipment, materials, and incidentalsnecessary to complete the Work.The erosion control for the long-term topsoil stockpile as indicated on the plans(northeast of maintenance building, see sheet EC-6) shall remain installed afterconstruction. OWNER will remove erosion control measures. Cost of erosion controlmeasures shall be considered incidental to Bid Item No. 2 Furnish, Install, Maintain, andRemove Erosion Control.C. Bid Item No. 3: Furnish, Install, Maintain, and Remove Tracking Pads1. Tracking Pads shall be in accordance with Section 01570 Protection ofEnvironment, the Special Provisions, and the City of Appleton Erosion Controland Vegetative Restoration Specifications.2. Furnish, Install, Maintain, and Remove Tracking Pads will be measured per eachfrom the adjacent pavement to the project area for installing, maintaining, andremoving tracking pads for the project at locations shown on Drawings and/orreferenced in the Special Provisions, and approved by the OWNER.3. Furnish, Install, Maintain, and Remove Tracking Pads shall be constructed perdetail as shown on sheet CD-1 of the plans. Type R geotextile fabric shall beSP-50City of Appleton – Reid Golf Course – 60147926

considered incidental to the unit price for Furnish, Install, Maintain, and RemoveTracking Pads.4. The unit price per each for Furnish, Install, Maintain, and Remove Tracking Padsshall include providing and installing tracking pad materials, maintenance duringconstruction, removing the entrance at project completion, grading for drainage,and restoration; and for all labor, tools, materials, equipment, and incidentalsnecessary to complete the Work.5. Costs for saw cutting, as needed to place the tracking pads shall be consideredincidental to Furnish, Install, Maintain, and Remove Tracking Pads.6. The removal and replacement as needed of existing chain link fence required forconstruction entrances shall be considered incidental to Furnish, Install, Maintain,and Remove Tracking Pads.D. Bid Item No. 4: Furnish, Install, Maintain, and Remove Silt Fence1. Silt Fence shall be in accordance with Section 01570 Protection of Environment,the Special Provisions, and the City of Appleton Erosion Control and VegetativeRestoration Specifications.2. Furnish, Install, Maintain, and Remove Silt Fence will be measured per linear footfor installing, maintaining, and removing silt fence for the project at locationsshown on Drawings and approved by the OWNER. This item covers silt fenceshown on the Drawings only. Additional silt fence required during constructionshall be incidental to Bid Item No. 2 Furnish, Install, Maintain, and RemoveErosion Control.3. There will be no increase in the quantity of this bid item without the ENGINEER’sapproval.4. The unit price per linear foot for Furnish, Install, Maintain, and Remove Silt Fenceshall include furnishing and installing silt fence, maintenance during construction,removal and disposal of accumulated sediment as needed, removing the siltfence at project completion, and restoration; and for all labor, tools, materials,equipment, and incidentals necessary to complete the Work.5. The silt fence for the long-term topsoil stockpile as indicated on the plans(northeast of maintenance building, see sheet (EC-6)) shall remain installed afterconstruction. OWNER will remove silt fence.E. Bid Item No. 5: Furnish and Install Soil Stabilizer Type B1. Construction shall be in accordance with Section 01570 Protection ofEnvironment, Section 02230 Site Preparation, Section 02378 GroundStabilization with Erosion Control Mat, and the City of Appleton Erosion Controland Vegetative Restoration Specifications.2. Furnish and Install Soil Stabilizer Type B will be measured by the square yard inplace.3. The unit price for Furnish and Install Soil Stabilizer Type B shall include providingand installing the soil stabilizer according to the manufacturer’s requirements andSection 02378, Ground Stabilization with Erosion Control Mat; and for all labor,tools, equipment, and incidentals necessary to complete the Work.SP-51City of Appleton – Reid Golf Course – 60147926

F. Bid Item No. 6: Furnish and Install AEC Premier Straw SN – Quick Mow ErosionControl Mat1. Construction shall be in accordance with Section 01570 Protection ofEnvironment, Section 02378 Ground Stabilization with Erosion Control Mat andthe City of Appleton Erosion Control and Vegetative Restoration Specifications.2. Furnish and Install AEC Premier Straw SN – Quick Mow Erosion Control Mat willbe measured by the square yard in-place exclusive of overlapping and whereanchored into the ground.3. The unit price for Furnish and Install AEC Premier Straw SN – Quick MowErosion Control Mat shall include providing and installing the erosion mataccording to the manufacturer’s requirements and Section 02378, GroundStabilization with Erosion Control Mat; and for all labor, tools, equipment, andincidentals necessary to complete the Work. Temporary Erosion Control Matinstalled as part of erosion control facilities is not included in this bid item.G. Bid Item No. 7: Furnish and Install Erosion Control Mat, Class I, Type B1. Construction shall be in accordance with Section 01570 Protection ofEnvironment, Section 02378 Ground Stabilization with Erosion Control Mat, andthe City of Appleton Erosion Control and Vegetative Restoration Specifications.2. Furnish and Install Erosion Control Mat, Class I, Type B will be measured by thesquare yard in-place exclusive of overlapping and where anchored into theground.3. The unit price for Furnish and Install Erosion Control Mat, Class I, Type B shallinclude providing and installing the erosion mat according to the manufacturer’srequirements and Section 02378, Ground Stabilization with Erosion Control Mat;and for all labor, tools, equipment, and incidentals necessary to complete theWork. Temporary Erosion Control Mat installed as part of erosion controlfacilities is not included in this bid item.H. Bid Item No. 8: Furnish and Install Turf Reinforcement Mat, Class III, Type B1. Construction shall be in accordance with Section 01570 Protection ofEnvironment, Section 02378 Ground Stabilization with Erosion Control Mat, andthe City of Appleton Erosion Control and Vegetative Restoration Specifications.2. Furnish and Install Turf Reinforcement Mat, Class III, Type B will be measured bythe square yard in-place exclusive of overlapping and where anchored into theground.3. The unit price for Furnish and Install Turf Reinforcement Mat, Class III, Type Bshall include providing and installing the turf reinforcement mat according to themanufacturer’s requirements and Section 02378, Ground Stabilization withErosion Control Mat; and for all labor, tools, equipment, and incidentalsnecessary to complete the Work.4. The installation of Erosion Control Mat Class I, Type B in conjunction with TurfReinforcement Mat, Class III, Type B, as required by Section 02378, GroundStabilization with Erosion Control Mat shall be considered incidental to Furnishand Install Turf Reinforcement Mat, Class III, Type B.SP-52City of Appleton – Reid Golf Course – 60147926

I. Bid Item No. 9: Furnish and Install WisDOT Medium Riprap and Filter Fabric1. Construction shall be in accordance with the Special Provisions and Section02371 Riprap and Filter Fabric.2. Furnish and Install WisDOT Medium Riprap and Filter Fabric will be measured bythe cubic yard for material furnished and installed regardless of overlap.3. The unit price for Furnish and Install WisDOT Medium Riprap and Filter Fabricshall include furnishing, hauling and placing riprap, and installing beddingmaterial, providing and installing the Type HR geotextile fabric; and for all labor,tools, materials, equipment, and incidentals necessary to complete the Work.J. Bid Item No. 10: Furnish, Install, Maintain, and Remove Sediment Logs1. Construction shall be in accordance with Section 01570 Protection ofEnvironment and the City of Appleton Erosion Control and VegetativeRestoration Specifications.2. Furnish and Install Sediment logs will be measured by the linear foot of log,regardless of overlap.3. The unit price for Furnish and Install Sediment logs shall include providing andinstalling the sediment logs, maintenance of sediment logs, and for all labor tools,equipment, materials, and incidentals necessary to complete the Work.4. Maintenance of sediment logs shall be per Standard Specifications except asfollows. After channel grass seeding, adjust logs and remove sediment after rainevents to prevent water from ponding for more than 24 hours.K. Bid Item No. 11: Furnish, Install, Maintain, and Remove Long Term Temporary Fence1. Furnish, Install, Maintain, and Remove Long Term Temporary Fence will bemeasured by the quantity of lineal feet. Payment will be incrementally throughoutthe project based on percent completion.2. Fencing fabric shall meet the following requirements:a. Color: International orange (UV stabilized).b. Role Height: 48 inches (1.2 m).c. Mesh Opening: 1 inch (25 mm) min to 3 inch (75 mm) max.d. Resin/construction: high density polyethylene diamond mesh.e. Service temperature: -60°F (-51°C) to 200°F (93°C) (ASTM D468).f. Tensile yield: Avg. 2000 lbs (907 kg) per 48 inch (1.2m) width(ASTM 638).g. Ultimate tensile strength: Avg. 2900 lbs (1315 kg) per 48 inch (1.2 m)width (ASTM 638).h. Elongations at break (%): Greater than 100% (ASTM 638).i. Chemical resistance: Inert to most chemicals and acids.Fence post shall be notched conventional metal “T” or “U” shaped fence posts,spaced at 8 ft on center, maximum. Fence posts material and installation costsshall be considered incidental to Furnish, Install, Maintain, and Remove LongTerm Temporary Fence.3. 2”x4” lumber shall be placed at the top of fence material and securely anchoredto fencing material. 2”x4” lumber material, anchors and installation costs shall beconsidered incidental to Furnish, Install, Maintain, and Remove Long TermTemporary Fence.SP-53City of Appleton – Reid Golf Course – 60147926

4. The unit price for Furnish, Install, Maintain, and Remove Long Term TemporaryFence shall include the construction of the fence, providing fence material, 2”x4”lumber bracing, fence posts, anchoring material and other items associated withthe long term temporary fence accordance with the Plans and Specifications; andfor all labor, tools, equipment, and incidentals necessary to complete the Work.L. Bid Item No. 12: Furnish, Install, Maintain, and Remove Traffic Control1. Construction shall be in accordance with the Plans, Special Provisions and theCity of Appleton Temporary Traffic Control Specifications.2. Furnish, Install, Maintain, and Remove Traffic Control will be measured by lumpsum. Payment will be incrementally throughout the project based on percentcompletion.3. The lump sum price for Furnish, Install, Maintain, and Remove Traffic Controlshall include pedestrian and traffic control plan preparation, permit applications,providing approved pedestrian and traffic control devices, maintaining pedestrianand traffic control measures, and removing pedestrian and traffic controlmeasures after approval of the ENGINEER; and for all labor, tools, equipment,and incidentals necessary to complete the Work.M. Bid Item No. 13: Furnish & Install Access Gates1. Construction shall be in accordance with Section 02821 Chainlink Fences andGates.2. Furnish & Install Access Gates will be measured by each.3. The unit price for Furnish & Install Access Gates shall include removing anddisposing of existing fence and gates as necessary for gate installation, gate, anyadditional fencing materials such as braces, fabric ties, tension wires and caps,excavation and setting fence posts, and concrete; and for all labor, materials,tools, equipment, and incidentals necessary to complete Work.N. Bid Item No. 14: Miscellaneous Tree Removal1. Construction shall be in accordance with Section 02230 Site Preparation.2. Miscellaneous Tree Removal will be measured by the Inch Diameter. Proposalquantities include an allowance of 100 inch-diameters. There is no measurementor payment for trees less than 4” in diameter.3. The unit price for Miscellaneous Tree Removal shall include cutting anddisposing of trees and their associated roots and stumps; and for all labor, tools,equipment, and incidentals necessary to complete the Work.4. This bid item includes the removal of trees that are currently identified on theplans as “to remain” or that are outside the construction limits, as may bedirected by the OWNER. This bid item is intended to establish a method ofpayment in case changing field conditions require tree removal not currentlyanticipated by OWNER.O. Bid Item No. 15: Remove and Dispose Existing Concrete Channel1. Remove and Dispose Existing Concrete Channel will be measured by the linearfoot of channel removed.SP-54City of Appleton – Reid Golf Course – 60147926

2. The unit price for Remove and Dispose Existing Concrete Channel shall includeremoval of the existing concrete channel, removal of channel sub-grade to thenative soil, proper disposal of concrete and sub-grade materials off-site, or usedas fill in the existing channel fill area; and for all labor, tools, equipment, andincidentals necessary to complete the Work.P. Bid Item No. 16: Remove and Dispose Existing Storm Sewer (12-inches to 36-inches)1. See plan sheets D-1 and D-2 for location of pipe.2. Remove and Dispose Existing Storm Sewer (12-inches to 36-inches) will bemeasured by the linear foot of pipe removed.3. The unit price for Remove and Dispose of Existing Storm Sewer (12-inches to36-inches) shall include cost of removal and disposal of endwalls, associatedcatch basins, manholes, cover material, and subbase material; abandonment ofassociated manholes to be left in place; bulkheading storm sewer sections toremain in place; and for all labor, tools, equipment, and incidentals necessary tocomplete the Work.4. No additional removal above what is indicated on the plans shall be paid underthis bid item without approval from the ENGINEER prior to removal.5. The removal and disposal of all storm sewer, drain tile, or irrigation piping lessthan 12-inches in diameter shall be considered incidental to Bid Item No. 25:Common Excavation.Q. Bid Item No. 17: Remove and Dispose Existing Storm Sewer (Greater than 36-inches)1. See plan sheet D-1 and D-2 for location of pipe.2. Remove and Dispose of Existing Storm Sewer (Greater than 36-inches) will bemeasured by the linear foot of pipe removed.3. The unit price for Remove and Dispose Existing Storm Sewer (Greater than 36-inches) shall include cost of removal and disposal of endwalls, associated catchbasins, manholes, cover material, and subbase material; abandonment ofassociated manholes to be left in place; bulkheading storm sewer sections toremain in place; and for all labor, tools, equipment, and incidentals necessary tocomplete the Work.R. Bid Item No. 18: Remove and Salvage Existing Bridges1. Remove and Salvage Existing Bridges will be measured by the quantity of each.2. The bridges shall be taken to the storage yard of the City of Appleton FacilitiesBuilding located at 1819 E. Witzke Boulevard and placed on solid concreteblocks. The block area shall extend 2-feet in all directions beyond the surface ofthe bridge that is in contact with the ground.3. The unit price for Remove and Salvage Existing Bridges shall include removal,transportation, solid concrete blocks, and salvaging of the existing bridge span,removal and disposal of the two abutments and footings for all labor, tools,equipment, and incidentals necessary to complete the Work.SP-55City of Appleton – Reid Golf Course – 60147926

4. CONTRACTOR to contact Tim McGuire (920-419-6001) at City of AppletonFacilities Department three business days prior to bridge removal to makearrangements at salvage location.S. Bid Item No. 19: Prefabricated Steel Truss Bridge 25 Foot1. Prefabricated Steel Truss Bridge 25 Foot will be measured by the quantity ofeach.2. The unit price for Prefabricated Steel Truss Bridge 25 Foot shall includedesigning, manufacturing, transporting and erecting the bridges includingfurnishing and install excavation, backfill, concrete masonry, masonry anchors, barsteel reinforcement, abutments, concrete approach slabs, pipe underdrain,geotextile fabric, rubberized membrane waterproofing, timber railing, bearingplates, pads, bolts, anchor bolts, and grout; and for furnishing all labor, tools,equipment, materials, and incidentals necessary to complete the contract work.T. Bid Item No. 20: Prefabricated Steel Truss Bridge 30 Foot1. Prefabricated Steel Truss Bridge 30 Foot will be measured by each.2. The unit price for Prefabricated Steel Truss Bridge 30 Foot shall includedesigning, manufacturing, transporting and erecting the bridge including furnishingexcavation, backfill, concrete masonry, masonry anchors, bar steel reinforcement,abutments, concrete approach slabs, pipe underdrain, geotextile fabric, rubberizedmembrane waterproofing, timber railing, bearing plates, pads, bolts, anchor bolts,and grout; and for furnishing all labor, tools, equipment, materials, and incidentalsnecessary to complete the contract work.U. Bid Item No. 21: Strip Topsoil1. This Work shall be in accordance with Section 02230 Site Preparation.2. Strip Topsoil will be measured by the cubic yard stripped in-place as indicated byOWNER’s surveys of strip areas before and after topsoil stripping, in accordancewith Construction Staking in the Special Provisions.3. The unit price for Strip Topsoil shall include stripping and temporary stockpiling oftopsoil; and for all labor, tools, equipment, and incidentals necessary to completethe Work.4. CONTRACTOR shall remove and dispose of stumps and roots at a locationoffsite as determined by the contractor. Removal and disposal of stumps androots shall be considered incidental to Bid Item 21: Strip Topsoil. Holes createdby stump removal will not be surveyed to determined measured quantity of thisbid item.5. Erosion Control required to protect stockpiles shall be considered incidental tothe lump sum for Bid Item No. 2: Furnish, Install, Maintain, and Remove ErosionControl.6. A temporary topsoil stockpile location is shown on the plans north of theMaintenance Building. CONTRACTOR may use this location at his discretion.7. Additional temporary stockpile locations are to be determined by theCONTRACTOR within the construction limits or off-site.SP-56City of Appleton – Reid Golf Course – 60147926

V. Bid Item No. 22: Install Salvaged Topsoil1. Construction shall be in accordance with Section 02230 Site Preparation and theSpecial Provisions.2. Install Salvaged Topsoil will be measured by the cubic yard accepted in-placeand surveyed by the OWNER in accordance with Construction Staking in theSpecial Provisions.3. The unit price for Install Salvaged Topsoil shall include removal of topsoil fromstockpile, loading, hauling, and installing topsoil at locations shown on theDrawings; and for all labor, tools, equipment, and incidentals necessary tocomplete the Work.W. Bid Item No. 23: Long-Term Topsoil Stockpile Area1. This long-term topsoil stockpile area is separate from the temporary topsoilstockpiles included in Bid Item No. 21 Strip Topsoil.2. Measurement and payment of this bid item will be by the cubic yard based onOWNERs survey of long-term topsoil stockpile area after placement andcompaction of material versus original grade. Do not strip topsoil in the long termtopsoil stockpile area.3. Seed, fertilizer, and mulch to establish vegetation on the long-term stockpile asindicated on the plans shall be considered incidental to the unit price for this BidItem.4. The unit price for Haul Topsoil to Long-Term Topsoil Stockpile Area shall includeloading topsoil from construction area, hauling to long-term stockpile area, andinstalling topsoil in area shown on the Drawings; and for all labor, tools,equipment, and incidentals necessary to complete the Work.X. Bid Item No. 24: Haul Topsoil to City of Appleton Hardstand Site1. Haul Topsoil to City of Appleton Hardstand Site will be measured by the cubicyard in the haul vehicle. For purposes of this bid item, three-axle dump truckshave an assumed capacity of 17 cubic yards per load. The CONTRACTOR shallcomplete all load tickets and shall furnish copies of load tickets to OWNER to beeligible for payment. When calculating the equivalent in-place volume of thismaterial for the purpose of calculating the net quantity for Waste Soil Hauling andDisposal, material in the haul vehicle shall have an assumed coefficient ofexpansion of 25% (17 cubic yards in the haul vehicle is equivalent to 13.6 cubicyards in place).2. CONTRACTOR shall deliver 2,000 cubic yards of topsoil, measured in the haulvehicle, to the City of Appleton Hardstand Site located at the corner of GlendaleAvenue and Sandra Street. If mutually agreed between OWNER andCONTRACTOR, the City may opt to have up to 5,000 cubic yards delivered tosite.3. CONTRACTOR to contact Carl Schultz (920-419-6036) at City of Appleton PublicWorks Department three business days prior to start of topsoil hauling. Topsoilshall be placed in area as directed by OWNER. CONTRACTOR shall have Citystaff at the hardstand site to sign off on load tickets. Delivery to this site shalloccur Monday through Friday between 7:00 A.M and 2:30 PM.SP-57City of Appleton – Reid Golf Course – 60147926

4. CONTRACTOR shall provide tracking pad at site for access to hardstand site.OWNER will provide other erosion control measures and shape topsoil atHardstand Site.5. The unit price for Haul Topsoil to City of Appleton Hardstand Site shall includeloading topsoil from construction area, hauling topsoil to hardstand site, anddumping topsoil where directed by OWNER; and for all labor, tools, equipment,and incidentals necessary to complete the Work.Y. Bid Item No. 25: Common Excavation1. Construction shall be in accordance with Section 02310 Site Grading.2. Common Excavation will be measured by volume in cubic yards for materialexcavated from its original position computed by surveying the site in accordancewith Construction Staking in the Special Provisions, exclusive of topsoil stripping.3. Site dewatering shall be considered incidental to Common Excavation.4. The unit price for Common Excavation shall include excavating the commonmaterial, for any necessary on-site handling or temporary stockpiling, and forremoval of existing cart path and services roads, drain tile, yard drains, catchbasins, manholes, irrigation piping, storm sewers less than 12-inches indiameter, and concrete collars as indicated; and for all labor, tools, equipment,and incidentals necessary to complete the Work.Z. Bid Item No. 26: Haul Clay to City of Appleton Water Tank Abandonment Site1. Haul Clay to City of Appleton Water Tank Abandonment Site will be measured bythe cubic yard in the haul vehicle. For purposes of this bid item, three-axle dumptrucks have an assumed capacity of 17 cubic yards per load. TheCONTRACTOR shall complete all load tickets and shall furnish copies of loadtickets to OWNER to be eligible for payment. When calculating the equivalent inplacevolume of this material for the purpose of calculating the net quantity forWaste Soil Hauling and Disposal, material in the haul vehicle shall have anassumed coefficient of expansion of 25% (17 cubic yards in the haul vehicle isequivalent to 13.6 cubic yards in place).2. CONTRACTOR shall deliver an estimated 12,500 cubic yards of clay, measuredin the haul vehicle, to the City of Appleton Water Tank Abandonment Sitelocated at the northeast corner of Walnut Street and Prospect Avenue in the Cityof Appleton, over a period of not more than 5 consecutive business days. An asyetundetermined third-party contractor will be hired by the City to shape andcompact the material onsite. The CONTRACTOR shall coordinate the exactdates of delivery with the third-party contractor, and can anticipate delivery will berequired during May 2013, or as may be mutually agreed with between theCONTRACTOR and the third party contractor.3. CONTRACTOR shall attend a preconstruction meeting (date to be determined)for the Appleton Water Tank Abandonment Site project to verify dates of materialdelivery with third-party contractor. City project engineer is Chad Weyenberg(920-832-5915. Clay shall be dumped at a location on the site as directed by thethird-party contractor. CONTRACTOR shall have City staff at the Water Tank siteto sign off on load tickets.4. The third-party contractor will be responsible to provide one tracking pad at watertank site. The third-party contractor will provide other erosion control measuresand shape clay at water tank site. CONTRACTOR is responsible for cleaningSP-58City of Appleton – Reid Golf Course – 60147926

excess sediment from the haul vehicles at both locations to prevent tracking ofsoil onto the public street.5. The unit price for Haul Clay to City of Appleton Water Tank Abandonment Siteshall include loading clay from construction area, hauling clay to the water tankabandonment site, and dumping clay where directed by the third-party contractor;and for all labor, tools, equipment, and incidentals necessary to complete theWork.AA. Bid Item No. 27: Placement of Fill Material1. Construction shall be in accordance with Section 02310 Site Grading.2. Placement of Fill Material will be measured by volume in cubic yards for materialfilled and compacted computed by surveying the site in accordance withConstruction Staking in the Special Provisions or another method subject toapproval of the ENGINEER.3. The unit price for Placement of Fill Material shall include filling and compactingthe material, either imported or on-site; and for all labor, tools, equipment, andincidentals necessary to complete the Work.4. Placement of Fill Material includes fill areas and other locations on site whereproposed subgrade is above existing subgrade, excluding Clay Liner areas. Thisonly includes fill material placed that is not included under other bid items.5. The filling of holes from pipe or stump removal, or the like, is not included in thisbid item.6. Miscellaneous construction debris may be included as Fill Material in Fill AreasA, B, C, D, F, and G only. Broken up concrete from the concrete channel may beincluded as fill in the existing channel fill area. These allowances are conditionalupon meeting the other fill requirements listed.7. Any items buried within Fill Areas must be clean and free from environmentalcontamination, and shall be inert and inorganic. Tree stumps are not allowed.Any such debris shall be placed at least 24” below finish grade. Debris that is soincorporated into the fill material shall be allowed only if it is accomplished so thatno voids are created within the fill, and so that the required compaction levels areachieved.8. Any fill material placed within spillway on East Pond shall be free fromconstruction debris.BB. Bid Item No. 28: Waste Soil Hauling and Disposal1. Construction shall be in accordance with Section 02310 Site Grading.2. Waste Soil Hauling and Disposal will be measured by volume in cubic yards fortopsoil and subgrade material hauled off-site to a site provided by theCONTRACTOR.3. The volume of topsoil material to be hauled offsite is calculated as topsoilstripping measured by survey, minus long term stockpile measured by survey,minus that hauled to hardstand measured by equivalent in place volume, minussalvaged topsoil installation measured by survey.4. The volume of subgrade material to be hauled off-site is calculated as commonSP-59City of Appleton – Reid Golf Course – 60147926

excavation measured by survey, minus placement of fill measured by survey,minus filling of water tank soil measured by equivalent in place volume.5. Engineers Estimate, based on soil borings indicates that approximately 32,942cubic yards of topsoil and 85,567 cubic yards of common excavation will behauled off-site. ENGINEER takes no responsibility for differing quantities.OWNER makes no guarantees as to the accuracy of this information as it relatesto CONTRACTOR’s use of this material, due to the uncertainty of how well soilborings may represent the site as a whole.6. The unit price for Waste Soil Hauling and Disposal shall include haulingexcavated material and topsoil that is unsuitable and/or unnecessary for fill to asite provided by CONTRACTOR; disposing of waste in accordance with locallaws and regulations; placing erosion control at disposal site; and for all labor,tools, equipment and incidentals necessary to complete WORK. Such materialshall become the property of CONTRACTOR, once removed from site. Theequivalent in-place volume of excess material measured and paid under otherbid items (e.g. Items 25, 26, and 27) is specifically excluded from payment underthis bid item.7. Contractors interested in locating sites to receive excess clay may wish toinvestigate the following site(s):a. The River Heath Development Site, located along the Fox River at BantaCourt, may be interested in obtaining 13,700 cubic yards of suitable clayfill material during spring of 2013. Project contact is Tom Walsh ofOMNNI Associates (920-735-6900).CC. Bid Item No. 29: Obtain Clay Samples1. Construction shall be in accordance with Section 02058 Clay Liner.2. Obtain Clay Samples will be measured by lump sum for obtaining initial clay linersamples from the CONTRACTOR’s import clay liner borrow area.3. The lump sum price for Obtain Clay Samples shall include mobilizing excavationequipment onto the clay borrow site, grading to drain after the samples havebeen obtained, installing temporary seed and mulch over disturbed areas, andremoving the equipment; and for all labor, tools, equipment, and incidentalsnecessary to complete the Work.4. OWNER reserves the right to delete some or all of the Obtain Clay Samples bidquantity.DD. Bid Item No. 30: Import Clay Material1. Construction shall be in accordance with Section 02058 Clay Liner.2. Import Clay Material will be measured by volume in cubic yards for clay materialimported for the Clay Liner computed by surveying the borrow site in accordancewith Construction Staking in the Special Provisions.3. The unit price for Import Clay Material shall include furnishing imported claymaterial from an off-site borrow site provided by the CONTRACTOR, and forhauling the material to the site; and for all labor, tools, equipment, and incidentalsnecessary to complete the Work.SP-60City of Appleton – Reid Golf Course – 60147926

4. Filling and compacting the clay material will be paid for under Bid Item No. 31:Install Clay Liner.5. OWNER reserves the right to delete some or all of the Import Clay Material bidquantity and use suitable clay material obtained from excavation on-site.EE. Bid Item No. 31: Install Clay Liner1. Construction shall be in accordance with Section 02058 Clay Liner.2. Install Clay Liner will be measured by volume in cubic yards for material filled andcompacted in place in the area designated on the Drawings for Clay Linercomputed by surveying the construction site in accordance with ConstructionStaking in the Special Provisions.3. The unit price for Install Clay Liner shall include filling and compacting the claymaterial, either imported or on-site, assisting OWNER in testing selectedlocations of in-place clay liner as instructed by ENGINEER; and for all labor,tools, equipment, and incidentals necessary to complete the Work to construct aleak free pond.4. OWNER may eliminate some or this entire bid item depending on soilsencountered during construction.FF. Bid Item No. 32: Furnish and Install Drain Tile1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Drain Tile will be measured per linear foot. For the purposesof this bid item, it is assumed that 100 lineal feet of drain tile will be necessary forrepairs to existing drain tile.3. The unit price for Furnish and Install Drain Tile shall include providing andinstalling Drain Tile; connecting to existing drain tile; surface restoration; and forall labor, tools, equipment, materials, and incidentals necessary to complete theWork.4. OWNER reserves the right to delete some or all of the Furnish and Install DrainTile bid quantity.GG. Bid Item No. 33: Furnish and Install 4” Private PVC Storm Sewer1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install 4” Private PVC Storm Sewer will be measured per linear foot.3. The unit price for Furnish and Install 4” Private PVC Storm Sewer shall includeproviding and installing PVC storm sewer; and for all labor, tools, equipment,materials, and incidentals necessary to complete the Work.HH. Bid Item No. 34: Furnish and Install 6” Private PVC Storm Sewer1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install 6” Private PVC Storm Sewer will be measured per linear foot.SP-61City of Appleton – Reid Golf Course – 60147926

3. The unit price for Furnish and Install 6” Private PVC Storm Sewer shall includeproviding and installing PVC storm sewer; and for all labor, tools, equipment,materials, and incidentals necessary to complete the Work.II. Bid Item No. 35: Furnish and Install 12” Catch Basin & Casting1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install 12” Catch Basin will be measured per each.3. The unit price for Furnish and Install 12” Catch Basin shall include providing andinstalling PVC catch basin, casting, concrete, connections to storm sewer; andfor all labor, tools, equipment, materials, and incidentals necessary to completethe Work.JJ. Bid Item No. 36: Furnish and Install 24” Catch Basin & Casting1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install 24” Catch Basin will be measured per each.3. The unit price for Furnish and Install 24” Catch Basin shall include providing andinstalling PVC catch basin, casting, concrete, connections to storm sewer; andfor all labor, tools, equipment, materials, and incidentals necessary to completethe Work.KK. Bid Item No. 37: Furnish and Install 12-inch and 15-inch RCP, CL III1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Removal, salvaging, and Replacement existing chain-link fence required toconstruct the 15-inch RCP, as shown on the Construction Drawings, shall beconsidered incidental to Furnish and Install 12-inch and 15-inch RCP, CL III.Fence shall be in accordance with Section 02821 Chainlink Fences and Gates.3. See Section 23 STORM SEWERS of Special Provisions for compaction, andbackfilling requirements for work completed under Furnish and Install 12-inchand 15-inch RCP, CL III.4. Connection of 12-inch storm sewer to existing inlet lead in Calumet Street isincluded in Furnish and Install 12-inch and 15-inch RCP, CL III.LL. Bid Item No. 38: Furnish and Install 30-inch RCP, CLIII1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. See Section 23 STORM SEWERS of Special Provisions for compaction andbackfilling for work completed under Furnish and Install 30-inch RCP, CL III.3. The construction of the Anti-Seep Collar shall be considered incidental to Furnishand Install 30-inch RCP, CLIII. Construction of the Anti-Seep Collar shall be inaccordance with Construction Drawings and Manufacturer recommendations.SP-62City of Appleton – Reid Golf Course – 60147926

MM. Bid Item No. 39: Furnish and Install 48-inch RCP, CL III1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Restoration of existing pavement as required to complete this item as shown onthe Construction Drawings and included in these Special Provisions, shall beconsidered incidental to Furnish and Install 48-inch RCP, CL III.3. The construction of the Anti-Seep Collars shall be considered incidental toFurnish and Install 48-inch RCP, CLIII. Construction of the Anti-Seep Collarsshall be in accordance with Construction Drawings and Manufacturerrecommendations.4. See Section 23 STORM SEWERS of Special Provisions for compaction, andbackfilling for work completed under Furnish and Install 48-inch RCP, CL III.NN. Bid Item No. 40: Furnish and Install 60-inch RCP, CL III1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Restoration of existing pavement required to construct the 60-inch RCP, asshown on the Construction Drawings, shall be considered incidental to Furnishand Install 60-inch RCP, CL III. Sawcutting shall be in accordance with City ofAppleton Sewer Specifications.3. The construction of the Anti-Seep Collar shall be considered incidental to Furnishand Install 60-inch RCP, CLIII. Construction of the Anti-Seep Collar shall be inaccordance with Construction Drawings and Manufacturer recommendations.4. Concrete pavement shall be in accordance with Section 22 Surface Restoration.5. See Section 23 STORM SEWERS of Special Provisions for compaction andbackfilling for work completed under Furnish and Install 60-inch RCP, CL III.OO. Bid Item No. 41: Furnish and Install 72-inch RCP, CL III1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. The construction of the Anti-Seep Collar shall be considered incidental to Furnishand Install 72-inch RCP, CLIII. Construction of the Anti-Seep Collar shall be inaccordance with Construction Drawings and Manufacturer recommendations.3. See Section 23 STORM SEWERS of Special Provisions for compaction andbackfilling for work completed under Furnish and Install 72-inch RCP, CL III.PP. Bid Item No. 42: Furnish and Install 48-inch RCP Apron Endwall1. Construction, materials, measurement, and payment shall be in accordance withWisDOT Standard Specifications, Section 522.2. Concrete end block shall be considered incidental to Furnish and Install 48-inchRCP Apron Endwall.SP-63City of Appleton – Reid Golf Course – 60147926

QQ. Bid Item No. 43: Furnish and Install 66-inch RCP Apron Endwall1. Construction, materials, measurement, and payment shall be in accordance withWisDOT Standard Specifications, Section 522.2. Concrete end block shall be considered incidental to Furnish and Install 66-inchRCP Apron Endwall.RR. Bid Item No. 44: Furnish and Install 72-inch RCP Apron Endwall1. Construction, materials, measurement, and payment shall be in accordance withWisDOT Standard Specifications, Section 522.2. Concrete end block shall be considered incidental to Furnish and Install 72-inchRCP Apron Endwall.SS. Bid Item No. 45: Furnish and Install 48” Diameter Manhole1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Furnish and Install 48” Diameter Storm Manhole will be measured per verticalfoot.3. The unit price for Furnish and Install 48” Diameter Storm Manhole shall includefurnishing, hauling and placing the structure, foundations, and bedding material;and for all labor, tools, equipment, materials, and incidentals necessary tocomplete the Work.4. On large diameter manholes (>48” diameter), the riser sections above thereducing bench are included under Furnish and Install 48” Diameter StormManhole. Estimated quantities are shown on the construction plans.5. The removal or abandonment of existing manholes, inlets, or storm sewerrequired for placement of proposed manholes shall be considered incidental toBid Item No. 17: Remove and Dispose Existing Storm Sewer (Greater than 36-inches). The removal of existing manholes, inlets, or storm sewer shall be inaccordance with City of Appleton Sewer Specifications.TT. Bid Item No. 46: Furnish and Install 60” Diameter Manhole1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Furnish and Install 60” Diameter Storm Manhole will be measured per verticalfoot.3. The unit price for Furnish and Install 60” Diameter Storm Manhole shall includefurnishing, hauling and placing the structure, foundations, and bedding material;and for all labor, tools, equipment, materials, and incidentals necessary tocomplete the Work.4. The removal or abandonment of existing manholes, inlets, or storm sewerrequired for placement of proposed manholes shall be considered incidental toBid Item No. 17: Remove and Dispose Existing Storm Sewer (Greater than 36-inches). The removal of existing manholes, inlets, or storm sewer shall be inaccordance with City of Appleton Sewer Specifications.SP-64City of Appleton – Reid Golf Course – 60147926

UU. Bid Item No. 47: Furnish and Install 84” Diameter Manhole1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Furnish and Install 84” Diameter Storm Manhole will be measured per verticalfoot.3. The unit price for Furnish and Install 84” Diameter Storm Manhole shall includefurnishing, hauling and placing the structure, foundations, and bedding material;and for all labor, tools, equipment, materials, and incidentals necessary tocomplete the Work.4. The removal or abandonment of existing manholes, inlets, or storm sewerrequired for placement of proposed manholes shall be considered incidental toBid Item No. 17: Remove and Dispose Existing Storm Sewer (Greater than 36-inches). The removal of existing manholes, inlets, or storm sewer shall be inaccordance with City of Appleton Sewer Specifications.VV. Bid Item No. 48: Furnish and Install 96” Diameter Manhole1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Furnish and Install 96” Diameter Storm Manhole will be measured per verticalfoot.3. The unit price for Furnish and Install 96” Diameter Storm Manhole shall includefurnishing, hauling and placing the structure, foundations, and bedding material;and for all labor, tools, equipment, materials, and incidentals necessary tocomplete the Work.4. The removal or abandonment of existing manholes, inlets, or storm sewerrequired for placement of proposed manholes shall be considered incidental toBid Item No. 17: Remove and Dispose Existing Storm Sewer (Greater than 36-inches). The removal of existing manholes, inlets, or storm sewer shall be inaccordance with City of Appleton Sewer Specifications.WW. Bid Item No. 49: Furnish and Install 108” Diameter Manhole1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. Furnish and Install 108” Diameter Storm Manhole will be measured per verticalfoot.3. The unit price for Furnish and Install 108” Diameter Storm Manhole shall includefurnishing, hauling and placing the structure, foundations, and bedding material;and for all labor, tools, equipment, materials, and incidentals necessary tocomplete the Work.4. The removal or abandonment of existing manholes, inlets, or storm sewerrequired for placement of proposed manholes shall be considered incidental toBid Item No. 17: Remove and Dispose Existing Storm Sewer (Greater than 36-inches). The removal of existing manholes, inlets, or storm sewer shall be inaccordance with City of Appleton Sewer Specifications.SP-65City of Appleton – Reid Golf Course – 60147926

XX. Bid Item No. 50: Furnish and Install Box Structure #1 (South Pond Inlet)1. CONTRACTOR has the option to utilize pre-cast, or cast-in-place methodology toconstruct the structure. Where pre-cast structures are used shop drawings shallbe submitted for structural design and stamped by an engineer registered in theState of Wisconsin. Design of pre-cast structure materials and manufacture shallbe in conformance with the pertinent requirements of ASTM-C478.2. Cast-in-place construction shall be in accordance with Sections:Section 02315 Structure Excavation and BackfillingSection 03200 Concrete ReinforcementSection 03300 Cast-in-Place ConcreteSection 03605 Patching Mortar3. Furnish and Install Box Structure #1 (South Pond Inlet) shall be measured by theeach.4. The unit price for Furnish and Install Box Structure #1 (South Pond Inlet) shallinclude providing and constructing the box structure as shown on theConstruction Drawings, concrete, bedding material, fill material, and other itemsassociated with the Box Structure in accordance with the Plans andSpecifications; and for all labor, tools, equipment, materials and incidentalsnecessary to complete the Work.5. Manhole castings included under Bid Item No. 54 Furnish and Install StormManhole Casting.YY. Bid Item No. 51: Furnish and Install Box Structure #2 (South Pond Outlet)1. CONTRACTOR has the option to utilize pre-cast, or cast-in-place methodology toconstruct the structure. Where pre-cast structures are used shop drawings shallbe submitted for structural design and stamped by an engineer registered in theState of Wisconsin. Design of pre-cast structure materials and manufacture shallbe in conformance with the pertinent requirements of ASTM-C478.2. Cast-in-place construction shall be in accordance with Sections:Section 02315 Structure Excavation and BackfillingSection 03200 Concrete ReinforcementSection 03300 Cast-in-Place ConcreteSection 03605 Patching MortarSection 05500 Metal Fabrications3. Furnish and Install Box Structure #2 (South Pond Outlet) shall be measured bythe each.4. Water quality outlet pipe, consisting of 12-inch DIP, CL 52 pipe, shall beconsidered incidental to Furnish and Install Box Structure #2 (South PondOutlet). Construction and materials shall be in accordance with City of AppletonWater Main Specifications.5. The construction of Anti-Seep Collars and a Concrete Anchor shall beconsidered incidental to Furnish and Install Box Structure #2 (South PondOutlet). Construction of the Concrete Anchor shall be in accordance withSections 03200, Concrete Reinforcement, and 03300, Cast-in-Place Concrete.Construction of the Anti-Seep Collars shall be in accordance with ConstructionDrawings and Manufacturer recommendations.SP-66City of Appleton – Reid Golf Course – 60147926

6. The unit price for Furnish and Install Box Structure #2 (South Pond Outlet) shallinclude providing and constructing the box structure as shown on theConstruction Drawings, grate, concrete, bedding material, fill material, and otheritems associated with the Box Structure in accordance with the Plans andSpecifications; and for all labor, tools, equipment, materials and incidentalsnecessary to complete the Work.ZZ. Bid Item No. 52: Furnish and Install Pre-Cast Box Structure #3 (East Pond Outlet)1. Construction shall be in accordance with Section 02315 Structure Excavationand Backfilling and ASTM-C478.2. Furnish and Install Pre-Cast Box Structure #3 (East Pond Outlet) shall bemeasured by the each.3. Water quality outlet pipe, consisting of 6-inch DIP, CL 52 pipe, shall beconsidered incidental to Furnish and Install Box Structure #3 (East Pond Outlet).Construction and materials shall be in accordance with City of Appleton WaterMain Specifications.4. The construction of Anti-Seep Collars and a Concrete Anchor shall beconsidered incidental to Furnish and Install Box Structure #3 (East Pond Outlet).Construction of the Concrete Anchor shall be in accordance with Sections 03200,Concrete Reinforcement, and 03300, Cast-in-Place Concrete. Construction ofthe Anti-Seep Collars shall be in accordance with Construction Drawings andManufacturer recommendations.5. The unit price for Furnish and Install Pre-Cast Box Structure #3 (East PondOutlet) shall include providing and constructing the box structure as shown onthe Construction Drawings, grate, concrete, bedding material, fill material, andother items associated with the Box Structure in accordance with the Plans andSpecifications; and for all labor, tools, equipment, materials and incidentalsnecessary to complete the Work.AAA. Bid Item No. 53: Furnish and Install Box Structure #4 (East Pond Inlet)1. CONTRACTOR has the option to utilize pre-cast, or cast-in-place methodology toconstruct the structure. Where pre-cast structures are used shop drawings shallbe submitted for structural design and stamped by an engineer registered in theState of Wisconsin. Design of pre-cast structure materials and manufacture shallbe in conformance with the pertinent requirements of ASTM-C478.2. Cast-in-place construction shall be in accordance with Sections:Section 02315 Structure Excavation and BackfillingSection 03200 Concrete ReinforcementSection 03300 Cast-in-Place ConcreteSection 03605 Patching Mortar3. Furnish and Install Box Structure #4 (East Pond Inlet) shall be measured by theeach.4. The unit price for Furnish and Install Box Structure #4 (East Pond Inlet) shallinclude providing and constructing the box structure as shown on the ConstructionDrawings, concrete, bedding material, fill material, and other items associated withthe Box Structure in accordance with the Plans and Specifications; and for alllabor, tools, equipment, materials and incidentals necessary to complete the Work.5. Manhole castings included under Bid Item No. 54 Furnish and Install StormManhole Casting.SP-67City of Appleton – Reid Golf Course – 60147926

BBB. Bid Item No. 54: Furnish and Install Storm Manhole Casting1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications.2. This quantity includes castings for the new storm manholes and box structures#1 and #3, as indicated on the plans.CCC. Bid Item No. 55: Reconstruct 8-inch Water Main in Kernan Avenue1. Furnish and install materials, construction, measurement, and payment shall bein accordance with City of Appleton Water Main Specifications.2. Existing pipe shall not be reused. New pipe must be installed.3. 4” insulation shall supersede 2” insulation as stated in City of Appleton WaterMain Specifications.4. The sawcutting and removal of existing pavement required to ReconstructExisting 8-inch Water Main in Kernan Avenue, as shown on the ConstructionDrawings will be completed and paid for under Bid Item No. 40: Furnish andInstall 60-inch RCP, CL III.5. Corp Stop (type is per City of Appleton Water Main Specifications), coppertubing, curb stop (type is per City of Appleton Water Main Specification), and allnecessary equipment required to insulate the water main shall be consideredincidental to Reconstruct 8-inch Water Main in Kernan Avenue and for all labor,tools, materials, equipment, and incidentals necessary to complete the Work.DDD. Bid Item No. 56: Furnish and Install 8-inch 45° Water Main Bends1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Water Main Specifications.2. Furnish and Install Water Main Bends will be measured per each.EEE. Bid Item No. 57: Furnish and Install 1/2” Water Fountain Service Line and Fittings1. Construction shall be in accordance with City of Appleton Water MainSpecifications, the Construction Drawings, and manufacturer instructions.2. Furnish and Install 1/2” Water Fountain Service Line will be measured per linearfoot.3. Contractor shall connect ½-in. (0.475-in. I.D.) blue PEX (cross linkedpolyethylene) tubing by RIFENG or Equal to existing buried plastic tubing (1/2-in.I.D.) with ½-in. coupling and copper crimp rings, installed per manufacturer’sinstructions.4. CONTRACTOR shall install 14-guage tracker wire with the Water FountainService Line. Tracker wire shall be spliced into existing wire on both ends.5. Contractor shall install the line using trenching methods approved by theENGINEER.6. The unit price for Furnish and Install 1/2” WaterPEX Water Fountain Service Lineshall include furnishing and installing water line, couplings, crimp rings and otheritems necessary to install water line in accordance with manufacturersSP-68City of Appleton – Reid Golf Course – 60147926

specifications and in accordance with the Plans and Specifications; and for alllabor, tools, equipment, materials and incidentals necessary to complete theWork.FFF. Bid Item No. 58: Furnish and Install Extra Stone Bedding1. Construction, materials, measurement, and payment shall be in accordance withCity of Appleton Sewer Specifications Section 2.1 for materials and 3.6 formeasurement and payment.2. This bid item can be used if unsuitable material is found during the constructionof the storm sewer and Storm Manholes.3. CONTRACTOR to note that this bid item may not be used.GGG. Bid Item No. 59:Furnish and Install Dry Cut Stone Retaining Wall1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.2. Furnish and Install Dry Cut Stone Retaining Wall shall be measured by the facefoot.3. The unit price for Furnish and Install Dry Cut Stone Retaining Wall shall includethe furnishing and constructing the dry cut stone retaining walls, leveling pad,bedding material, fill material, drainage pipe and other items associated with thestone rockery retaining walls in accordance with the Plans and Specifications;and for all labor, tools, equipment, materials and incidentals necessary tocomplete the Work.HHH. Bid Item No. 60: Furnish and Install Rock Outcropping1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.2. Furnish and Install Rock Outcropping shall be measured by the ton.3. The unit price for Furnish and Install Rock Outcropping shall include furnishingrock, construction of the rock outcroppings, geotextile fabric, and other itemsassociated with the rock outcroppings in accordance with the Plans andSpecifications; and for all labor, tools, equipment, materials and incidentalsnecessary to complete the Work.III. Bid Item No. 61: Furnish and Install Gravel Cart Path, Service Road, and Shelter Pad1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.2. Furnish and Install Gravel Cart Path, Service Road, and Shelter Pad shall bemeasured by the square yard.3. The unit price for Furnish and Install Gravel Cart Path, Service Road, andShelter Pad shall include furnishing, hauling and installing material, grading, andcompacting path, and for all labor, tools, equipment, and incidentals necessary tocomplete the Work.SP-69City of Appleton – Reid Golf Course – 60147926

JJJ. Bid Item No. 62: Parking Lot Modifications1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.2. The parking lot modifications shall include a 8-inches of ¾-inch WisDOT roadstone over 4-inches of 3-inch dense graded base per Section 305 of the WisDOTStandard Specifications. The asphalt surface shall include a 1.5-inch binder witha 1.5-inch top course. An estimated 140 lineal feet of 4” white lane striping isincluded as part of this bid item. All materials shall be new. No recycledmaterials are allowed.3. The area of the parking lot to be paved is approximately 1,720 sq feet.4. For removal of the existing parking lot there will be approximately 260 lineal feetof saw cut of the existing asphalt pavement and removal of approximately 307 sqyds of existing asphalt and stone base.5. Parking Lot Modifications shall be paid by the lump sum.6. The unit price for Parking Lot Modifications shall include saw cutting andremoving existing asphalt parking lot pavement and stone base, furnishing,hauling and installing material, grading, striping, and for all labor, tools,equipment, and incidentals necessary to complete the Work.KKK. Bid Item No. 63: Furnish and Install Step Pool1. Construction shall be in accordance with the Construction Drawings and Section02310 Site Grading.2. Furnish and Install Step Pool will be measured per each.3. The unit price for Furnish and Install Step Pool shall include furnishing, haulingand placing material; and for all labor, tools, equipment, material, and incidentalsnecessary to complete the Work.LLL. Bid Item No. 64: Furnish and Install Cutoff Wall1. Construction shall be in accordance with Sections 02315 Structure Excavationand Backfilling, 03200 Concrete Reinforcement, 03300 Cast-in-Place Concrete,and 03605 Patching Mortar.2. Furnish and Install Cutoff Wall shall be measured per each.3. The unit price for Furnish and Install Cutoff Wall shall include the construction ofthe cutoff wall, bedding material, fill material and other items associated with theCutoff Wall in accordance with the Plans and Specifications; and for all labor,tools, equipment, material, and incidentals necessary to complete the Work.MMM. Bid Item No. 65:Furnish and Install Landscaping Plugs1. Construction shall be in accordance with Section 02905 Reid Golf Course NativeLandscaping, and Drawings.2. Furnish and Install Landscaping Plugs will be measured by the each and shallinclude the landscaping plugs for the Emergent Zone and Wetland Zones(wetland depressions and channel bottom).SP-70City of Appleton – Reid Golf Course – 60147926

3. The unit price for Furnish and Install Landscaping Plugs shall include sitepreparation, providing and installing plants and watering, and maintenancebeginning at installation and until initial acceptance of planting areas; preparationof maintenance manual and 1-yr warranty period; and for all labor, tools,equipment, materials, and incidentals necessary to complete the Work.4. Providing and installing aquascaping protection as shown on the ConstructionDrawings shall be considered incidental to Furnish and Install LandscapingPlugs. Aquascaping fence material shall be black polypropylene netting, product#OB2650 by industrialnetting.com or approved equal. The TechnicalSpecification for this material is included with these Special Provisions.NNN. Bid Item No. 66: Furnish and Install Lower Side Slope Zone Seeding and Fertilizer1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Lower Side Slope Zone Seeding and Fertilizer will bemeasured per square yard.3. The unit price for Furnish and Install Lower Side Slope Zone Seeding andFertilizer shall include site preparation, providing and installing seed and fertilizer;initial watering and Maintenance per Special Provisions and Drawings until initialacceptance by OWNER; and for all labor, tools, equipment, materials, andincidentals necessary to complete the Work.4. CONTRACTOR to provide OWNER with an additional quantity of seed equal to10% of the bid quantity for the OWNER to hold in reserve for future overseedingneeds. This quantity shall be considered incidental to Bid Item No. 66: Furnishand Install Lower Side Slope Zone Seeding and Fertilizer.OOO. Bid Item No. 67:Furnish and Install Upper Side Slope Zone Seeding and Fertilizer1. Construction shall be in accordance with the Special Provisions, and Drawings.2. Furnish and Install Upper Side Slope Zone Seeding and Fertilizer will bemeasured per square yard.3. The unit price for Furnish and Install Upper Side Slope Zone Seeding, andFertilizer shall include site preparation, providing and installing seed and fertilizer;initial watering and Maintenance per Special Provisions and Drawings until initialacceptance by OWNER; and for all labor, tools, equipment, materials, andincidentals necessary to complete the Work.4. CONTRACTOR to provide OWNER with an additional quantity of seed equal to10% of the bid quantity for the OWNER to hold in reserve for future overseedingneeds. This quantity shall be considered incidental to Bid Item No. 67: Furnishand Install Upper Side Slope Zone Seeding and Fertilizer.PPP. Bid Item No. 68: Furnish and Install Wetland Side Slope Zone Seeding1. Construction shall be in accordance with Section 02905 Reid Golf Course NativeLandscaping, and Drawings.2. Furnish and Install Wetland Side Slope Zone Seeding will be measured persquare yard.3. The unit price for Furnish and Install Wetland Side Slope Seeding shall includesite preparation, providing and installing seed; initial watering and MaintenanceSP-71City of Appleton – Reid Golf Course – 60147926

per Section 02905 Reid Golf Course Native Landscaping and Drawings untilinitial acceptance by OWNER; and for all labor, tools, equipment, materials, andincidentals necessary to complete the Work.4. CONTRACTOR to provide OWNER with an additional quantity of seed equal to10% of the bid quantity for the OWNER to hold in reserve for future overseedingneeds. This quantity shall be considered incidental to Bid Item No. 68: Furnishand Install Wetland Side Slope Seeding.QQQ. Bid Item No. 69:Furnish and Install No Mow Area Seeding and Fertilizer1. Construction shall be in accordance with the Special Provisions, and Drawings.2. Furnish and Install No Mow Area Seeding and Fertilizer will be measured persquare yard.3. The unit price for Furnish and Install No Mow Area Seeding and Fertilizer shallinclude site preparation, providing and installing seed and fertilizer; initialwatering and Maintenance per Special Provisions and Drawings until initialacceptance by OWNER; and for all labor, tools, equipment, materials, andincidentals necessary to complete the Work.4. CONTRACTOR to provide OWNER with an additional quantity of seed equal to10% of the bid quantity for the OWNER to hold in reserve for future overseedingneeds. This quantity shall be considered incidental to Bid Item No. 69: Furnishand Install No Mow Area Seeding and Fertilizer.RRR. Bid Item No. 70: Furnish and Install Rough Seeding and Fertilizer1. Construction shall be in accordance with the Special Provisions, and Drawings.2. Furnish and Install Rough Seeding and Fertilizer will be measured per acre.3. The unit price for Furnish and Install Rough Seeding and Fertilizer shall includesite preparation, providing and installing seed, mulch, and fertilizer; initialwatering and Maintenance per Special Provisions and Drawings until initialacceptance by OWNER; and for all labor, tools, equipment, materials, andincidentals necessary to complete the Work.4. CONTRACTOR to provide OWNER with an additional quantity of seed equal to10% of the bid quantity for the OWNER to hold in reserve for future overseedingneeds. This quantity shall be considered incidental to Bid Item No. 70: Furnishand Install Rough Seeding and Fertilizer.SSS. Bid Item No. 71: Furnish and Install Fairway Seeding, Mulch, and Fertilizer1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Fairway Seeding, Mulch, and Fertilizer will be measured peracre.3. The unit price for Furnish and Install Fairway Seeding, Mulch, and Fertilizer shallinclude site preparation, providing and installing seed, mulch, and fertilizer; initialwatering and Maintenance per Special Provisions and Drawings until initialacceptance by OWNER; and for all labor, tools, equipment, materials, andincidentals necessary to complete the Work.SP-72City of Appleton – Reid Golf Course – 60147926

4. CONTRACTOR to provide OWNER with an additional quantity of seed equal to10% of the bid quantity for the OWNER to hold in reserve for future overseedingneeds. This quantity shall be considered incidental to Bid Item No. 71: Furnishand Install Fairway Seeding, Mulch and Fertilizer.TTT. Bid Item No. 72A: Furnish and Install Salvaged Fairway Sod1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Salvaged Fairway Sod will be measured per square yard.3. The unit price for Furnish and Install Salvaged Fairway Sod shall include sitepreparation, providing and installing sod; initial watering and Maintenance perSpecial Provisions and Drawings until initial acceptance by OWNER; and for alllabor, tools, equipment, materials, and incidentals necessary to complete theWork.4. If CONTRACTOR fails to properly maintain salvaged sod and it must bereplaced, new Bentgrass sod shall be used. Replacement with new sod due tofailure of the CONTRACTOR to properly maintain salvaged sod shall beincidental to Furnish and Install Salvaged Fairway Sod.UUU. Bid Item No. 72B: Furnish and Install New Fairway Sod1. Construction shall be in accordance with the Special Provisions and Drawings;and shall be new Bentgrass sod.2. Furnish and Install New Fairway Sod will be measured per square yard.3. The unit price for Furnish and Install New Fairway Sod shall include sitepreparation, providing and installing sod; initial watering and Maintenance perSpecial Provisions and Drawings until initial acceptance by OWNER; and for alllabor, tools, equipment, materials, and incidentals necessary to complete theWork.VVV. Bid Item No. 73: Furnish and Install Wetland Zone (Wetland Depressions & ChannelBottom) Seeding1. Construction shall be in accordance with Section 02905 Reid Golf Course NativeLandscaping and Drawings.2. Furnish and Install Wetland Zone (Wetland Depressions & Channel Bottom)Seeding will be measured by the square yard.3. Cost of peat material for wetland depressions shall be considered incidental toFurnish and Install Wetland Zone (Wetland Depressions & Channel Bottom)Seeding.4. The unit price for Furnish and Install Wetland Zone (Wetland Depressions &Channel Bottom) Seeding shall include site preparation, providing and installingseed, , watering, and maintenance beginning at installation and until initialacceptance of seeded areas; and for all labor, tools, equipment, materials, andincidentals necessary to complete the Work.SP-73City of Appleton – Reid Golf Course – 60147926

WWW. Bid Item No. 74:SeedingFurnish and Install Channel Zone (Low Flow Channel Side Slopes)1. Construction shall be in accordance with Section 02905 Reid Golf Course NativeLandscaping and Drawings.2. Furnish and Install Channel Zone (Low Flow Channel Side Slopes) Seeding willbe measured by the square yard.3. The unit price for Furnish and Install Channel Zone (Low Flow Channel SideSlopes) Seeding shall include site preparation, providing and installing seed andwatering, and maintenance beginning at installation and until initial acceptance ofseeded areas; and for all labor, tools, equipment, materials, and incidentalsnecessary to complete the Work.XXX. Bid Item No. 75: Furnish and Install Bunkers1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Bunkers will be measured per each.3. The unit price for Furnish and Install Bunkers shall include site preparation,feature shaping, bunker material testing, and providing and installing bunkerdrain tile and sand; and for all labor, tools, equipment, materials, and incidentalsnecessary to complete the Work.YYY. Bid Item No. 76: Furnish and Install Greens1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Greens will be measured by the square foot.3. The unit price for Furnish and Install Greens shall include site preparation,feature shaping, green material testing, and providing and installing slit drainage,soil mixture, seed, fertilizer, and mulch; and for all labor, tools, equipment,materials, and incidentals necessary to complete the Work.4. Furnish and Install Greens includes the construction of Green #2 (5,960 sq. ft.),Green #3 (5,240 sq. ft.), Green #10 (4,185 sq. ft.), and Green #11 (5,715 sq. ft.).ZZZ. Bid Item No. 77: Furnish and Install Tees1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Tees will be measured by the square foot.3. The unit price for Furnish and Install Tees shall include site preparation, featureshaping, and providing and installing tee seed, fertilizer, and mulch; and for alllabor, tools, equipment, materials, and incidentals necessary to complete theWork.4. Furnish and Install Tees includes the construction of the following tees:a. #2 – Back (4,360 sq. ft.)b. #2 – Middle (2,221 sq. ft.)c. #2 – Front (604 sq. ft.)d. #3 – Back (3,581 sq. ft.)e. #3 – Middle (1,591 sq. ft.)SP-74City of Appleton – Reid Golf Course – 60147926

f. #3 – Front (900 sq. ft.)g. #4 (8,510 sq. ft.)h. #6 (6,851 sq. ft.)i. #8 – Back (4,252 sq. ft.)j. #8 – Front (1,180 sq. ft.)k. #11 (3,075 sq. ft.)l. #12 – Back (6,605 sq. ft.)m. #12 – Middle (604 sq. ft.)n. #12 – Front (604 sq. ft.)o. #13 – Back (3,201 sq. ft.)p. #13 – Front (604 sq. ft.)q. #14 – Front (1,271 sq. ft.)r. #17 – Back (4,221 sq. ft.)s. #17 – Front (2,694 sq. ft.)t. Driving Range (9,100 sq. ft.)AAAA. Bid Item No. 78:Furnish and Install Aerators1. Furnish and Install Aerators will be measured by the each.2. The approved product list for Bid Item No. 78 Furnish and Install Aerators is asfollows:South Ponda. Three M5424-3SC; 2HP Masters Series® fountain aerator with panel440 - 480 Volt 3Phase.b. 860027; 12/4 SEOW In-water cable (Approximately 1,600 ft.) (first 50'included with unit)c. Lakewood Pattern – No separate nozzle necessaryd. CCP3; Custom Control Panel (3) 2HP unitse. 760630; WDNR Horizontal Intake Kitf. 760631; Water Level Probe Assembly and Panel Electrical Componentsg. Relays for 2 additional units to go with part # 760631East Pondh. One M5434-3SC; 3HP Masters Series® fountain aerator with panel 440 -480 Volt 3Phase.i. 860027; 12/4 SEOW In-water cable (Approximately 345 ft.) (first 50'included with unit)j. Lakewood Pattern – No separate nozzle necessaryk. 760630; WDNR Horizontal Intake Kitl. 760631; Water Level Probe Assembly and Panel Electrical Components3. Installation shall be in accordance with the Construction Drawings andManufacturers Specifications.4. Contractor shall install the electric cable outside of the pond area according toManufacturers Recommendation using trenching methods approved by theENGINEER.5. Unit price for Furnish and Install Aerators shall include aerators, cable, nozzles,control panels and components, intake kits, water level probes, and connectionsto existing electrical lines; landscaping restoration as necessary for power andcontrol panel installation; and for all labor, materials, tools, equipment, andincidentals necessary to complete the work.SP-75City of Appleton – Reid Golf Course – 60147926

BBBB. Bid Item No. 79:Remove and Salvage Existing Sprinkler Head and Swing Joint1. Construction shall be in accordance with the Special Provisions and Drawings.2. Remove and Salvage Existing Sprinkler Head and Swing Joint will be measuredper each.3. The OWNER will provide an indoor storage location for all salvaged irrigationcomponents. Contact Doug DeVries (920-832-5927) prior to commencement ofconstruction to coordinate storage of materials.4. The unit price for Remove and Salvage Existing Sprinkler Head and Swing Jointshall include removing and storing materials; and for all labor, materials, tools,equipment, and incidentals necessary to complete Work.CCCC. Bid Item No. 80: Remove and Salvage Existing Quick Coupler Valve, Swing Joint,Stabilizer & Valve Box1. Construction shall be in accordance with the Special Provisions and Drawings.2. Remove and Salvage Existing Quick Coupler Valve, Swing Joint, Stabilizer &Valve Box will be measured per each.3. The OWNER will provide an indoor storage location for all salvaged irrigationcomponents. Contact Doug DeVries (920-832-5927) prior to commencement ofconstruction to coordinate storage of materials.4. The unit price for Remove and Salvage Existing Quick Coupler Valve, Stabilizer& Valve Box shall include removing and storing materials; and for all labor,materials, tools, equipment, and incidentals necessary to complete Work.DDDD. Bid Item No. 81: Remove and Salvage Existing 3-inch Isolation Valve, Joint Restraint,Lateral 90 Ell Joint and Ductile Iron Service Tee1. Construction shall be in accordance with the Special Provisions and Drawings.2. Remove and Salvage Existing 3-inch Isolation Valve, Joint Restraint, Lateral 90Ell Joint and Ductile Iron Service Tee will be measured per each.3. The OWNER will provide an indoor storage location for all salvaged irrigationcomponents. Contact Doug DeVries (920-832-5927) prior to commencement ofconstruction to coordinate storage of materials.4. The unit price for Remove and Salvage Existing 3-inch Isolation Valve, JointRestraint, Lateral 90 Ell Joint and Ductile Iron Service Tee shall include removingand storing materials; and for all labor, materials, tools, equipment, andincidentals necessary to complete Work.EEEE. Bid Item No. 82:Remove and Salvage Existing 6-inch Isolation Valve and Valve Box1. Construction shall be in accordance with the Special Provisions and Drawings.2. Remove and Salvage Existing 6-inch Isolation Valve and Valve Box will bemeasured per each.3. The OWNER will provide an indoor storage location for all salvaged irrigationcomponents. Contact Doug DeVries (920-832-5927) prior to commencement ofconstruction to coordinate storage of materials.SP-76City of Appleton – Reid Golf Course – 60147926

4. The unit price for Remove and Salvage Existing 6-inch Isolation Valve and ValveBox shall include removing and storing materials; and for all labor, materials,tools, equipment, and incidentals necessary to complete Work.FFFF. Bid Item No. 83:Power WireCut, Cap, and Thrust Block Existing Mainline Pipe, Lateral Pipe, or1. Construction shall be in accordance with the Special Provisions and theConstruction Drawings.2. Cut, Cap, and Thrust Block Existing Mainline Pipe, Lateral Pipe, or Power Wirewill be measured per each.3. The unit price for Cut, Cap, and Thrust Block Existing Mainline Pipe, LateralPipe, or Power Wire shall include excavating to existing irrigation main or lateral,cutting and capping existing pipe, and placing thrust blocking; and for all labor,materials, tools, equipment, and incidentals necessary to complete Work.GGGG. Bid Item No. 84:Remove and Salvage Existing OSMAC Field Satellite1. Construction shall be in accordance with the Special Provisions.2. Remove and Salvage Existing OSMAC Field Satellite will be measured per each.3. The OWNER will provide an indoor storage location for all salvaged irrigationcomponents. Contact Doug DeVries (920-832-5927) prior to commencement ofconstruction to coordinate storage of materials.4. The unit price for Remove and Salvage Existing OSMAC Field Satellite shallinclude removing and storing materials; and for all labor, materials, tools,equipment, and incidentals necessary to complete Work.HHHH. Bid Item No. 85:TeeReinstall Salvaged Sprinkler Head and Swing Joint on New Service1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.2. Reinstall Salvaged Sprinkler Head and Swing Joint on New Service Tee will bemeasured per each.3. The unit price for Reinstall Salvaged Sprinkler Head and Swing Joint on NewService Tee shall include removing and storing materials; and for all labor,materials, tools, equipment, and incidentals necessary to complete Work.IIII. Bid Item No. 86: Reinstall Salvaged Quick Coupler Valve, Swing Joint, Stabilizer andValve Box on New Service Tee1. Construction shall be in accordance with the Special Provisions and Drawings.2. Reinstall Salvaged Quick Coupler Valve Swing Joint, Stabilizer and Valve Box onNew Service Tee will be measured per each.3. The unit price for Reinstall Salvaged Quick Coupler Valve, Stabilizer & Valve Boxon New Service Tee shall include removing and storing materials; and for alllabor, materials, tools, equipment, and incidentals necessary to complete Work.SP-77City of Appleton – Reid Golf Course – 60147926

JJJJ. Bid Item No. 87: Furnish and Install Quick Coupler Valve, Swing Joint, Stabilizer andValve Box on New Service Tee1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install Quick Coupler Valve Swing Joint, Stabilizer and Valve Box onNew Service Tee will be measured per each.3. The unit price for Furnish and Install Quick Coupler Valve Swing Joint, Stabilizerand Valve Box on New Service Tee shall include removing and storing materials;and for all labor, materials, tools, equipment, and incidentals necessary tocomplete Work.KKKK. Bid Item No. 88: Reinstall Salvaged 3-inch Isolation Valve, Joint Restraint, Lateral 90Ell and Ductile Iron Service Tee1. Construction shall be in accordance with the Special Provisions and Drawings.2. Reinstall Salvaged 3-inch Isolation Valve, Joint Restraint, Lateral 90 Ell andDuctile Iron Service Tee will be measured per each.3. The unit price for Reinstall Salvaged 3-inch Isolation Valve, Joint Restraint,Lateral 90 Ell and Ductile Iron Service Tee shall include removing and storingmaterials; and for all labor, materials, tools, equipment, and incidentalsnecessary to complete Work.LLLL. Bid Item No. 89: Furnish and Install 2.5-inch Isolation Valve, Joint Restraint, Lateral90 Ell and Ductile Iron Service Tee1. Construction shall be in accordance with the Special Provisions and Drawings.2. Furnish and Install 2.5-inch Isolation Valve, Joint Restraint, Lateral 90 Ell andDuctile Iron Service Tee will be measured per each.3. The unit price for Furnish and Install 2.5-inch Isolation Valve, Joint Restraint,Lateral 90 Ell and Ductile Iron Service Tee shall include removing and storingmaterials; and for all labor, materials, tools, equipment, and incidentalsnecessary to complete Work.MMMM. Bid Item No. 90: Furnish and Install 3-inch Isolation Valve, Joint Restraint, Lateral90 Ell and Ductile Iron Service Tee1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.2. Furnish and Install 3-inch Isolation Valve, Joint Restraint, Lateral 90 Ell andDuctile Iron Service Tee will be measured per each.3. The unit price for Furnish and Install 3-inch Isolation Valve, Joint Restraint,Lateral 90 Ell and Ductile Iron Service Tee shall include removing and storingmaterials; and for all labor, materials, tools, equipment, and incidentalsnecessary to complete Work.NNNN. Bid Item No. 91:Furnish and Install 4-inch Isolation Valve and Joint1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.SP-78City of Appleton – Reid Golf Course – 60147926

2. Furnish and Install 4-inch Isolation Valve and Joint will be measured per each.3. The unit price for Furnish and Install 4-inch Isolation Valve and Joint shall includeremoving and storing materials; and for all labor, materials, tools, equipment, andincidentals necessary to complete Work.OOOO. Bid Item No. 92:Furnish and Install 4-inch SDR-21 PVC Irrigation Piping1. Materials and construction shall be in accordance with the Special Provisionsand Construction Drawings.2. Furnish and Install 4-inch SDR-21 PVC Irrigation Piping will be measured perlinear foot.3. The unit price for Furnish and Install 4-inch SDR-21 PVC Irrigation Piping shallinclude providing and installing PVC irrigation piping and fittings; and for all labor,tools, equipment, materials, and incidentals necessary to complete the Work.PPPP. Bid Item No. 93:Furnish and Install 3-inch SDR-21 PVC Irrigation Piping1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 3-inch SDR-21 PVC Irrigation Piping will be measured perlinear foot.3. The unit price for Furnish and Install 3-inch SDR-21 PVC Irrigation Piping shallinclude providing and installing PVC irrigation piping and fittings; and for all labor,tools, equipment, materials, and incidentals necessary to complete the Work.QQQQ.Bid Item No. 94: Furnish and Install 2.5-inch SDR-21 PVC Irrigation Piping1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 2.5-inch SDR-21 PVC Irrigation Piping will be measured perlinear foot.3. The unit price for Furnish and Install 2.5-inch SDR-21 PVC Irrigation Piping shallinclude providing and installing PVC irrigation piping and fittings; and for all labor,tools, equipment, materials, and incidentals necessary to complete the Work.RRRR. Bid Item No. 95:Furnish and Install 2-inch SDR-21 PVC Irrigation Piping1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 2-inch SDR-21 PVC Irrigation Piping will be measured perlinear foot.3. The unit price for Furnish and Install 2-inch SDR-21 PVC Irrigation Piping shallinclude providing and installing PVC irrigation piping and fittings; and for all labor,tools, equipment, materials, and incidentals necessary to complete the Work.SSSS. Bid Item No. 96:Furnish and Install Ductile Iron Tee on Existing Piping – 6x6x4 inch1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.SP-79City of Appleton – Reid Golf Course – 60147926

2. Furnish and Install Ductile Iron Tee on Existing Piping – 6x6x4 inch will bemeasured per each.3. The unit price for Furnish and Install Ductile Iron Tee on Existing Piping – 6x6x4inch shall include providing and installing ductile iron tee, fittings, and jointrestraints; and for all labor, tools, equipment, materials, and incidentalsnecessary to complete the Work.TTTT. Bid Item No. 97:Furnish and Install Ductile Iron Tee on Existing Piping – 2 1/2 inch1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install Ductile Iron Tee on Existing Piping – 2 1/2 inch will bemeasured per each.3. The unit price for Furnish and Install Ductile Iron Tee on Existing Piping – 2 1/2inch shall include providing and installing ductile iron tee, fittings, and jointrestraints; and for all labor, tools, equipment, materials, and incidentalsnecessary to complete the Work.UUUU. Bid Item No. 98:Reconnect to Existing Irrigation Piping1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Reconnect to Existing Irrigation Piping will be measured per each.3. The unit price for Reconnect to Existing Irrigation Piping shall include connectingnew irrigation piping to existing 6-inch, 4-inch, 3-inch, 2.5-inch, and 2-inchirrigation piping as shown in the Drawings; and for all labor, tools, equipment,materials, and incidentals necessary to complete the Work.VVVV. Bid Item No. 99:Reinstall Salvaged Field Satellite with new pad and ground grid1. Construction shall be in accordance with the Special Provisions and ConstructionDrawings.2. Reinstall Salvaged Field Satellite with new pad and ground grid will be measuredper each.3. The unit price for Reinstall Salvaged Field Satellite with new pad and ground gridshall include removing and storing materials; and for all labor, materials, tools,equipment, and incidentals necessary to complete Work.WWWW. Bid Item No. 100: Furnish and Install 8/3 Field Satellite Power Wire1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 8/3 Field Satellite Power Wire will be measured per linearfoot.3. The unit price for Furnish and Install 8/3 Field Satellite Power Wire shall includeproviding and installing power wire; and for all labor, tools, equipment, materials,and incidentals necessary to complete the Work.SP-80City of Appleton – Reid Golf Course – 60147926

XXXX. Bid Item No. 101:Furnish and Install 10/3 Field Satellite Power Wire1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 10/3 Field Satellite Power Wire will be measured per linearfoot.3. The unit price for Furnish and Install 10/3 Field Satellite Power Wire shall includeproviding and installing power wire; and for all labor, tools, equipment, materials,and incidentals necessary to complete the Work.YYYY. Bid Item No. 102:Furnish and Install 12/3 Field Satellite Power Wire1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 12/3 Field Satellite Power Wire will be measured per linearfoot.3. The unit price for Furnish and Install 12/3 Field Satellite Power Wire shall includeproviding and installing power wire; and for all labor, tools, equipment, materials,and incidentals necessary to complete the Work.ZZZZ. Bid Item No. 103:Furnish and Install 14/1 Valve Power Wire1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 14/1 Field Satellite Power Wire will be measured as lumpsum.3. Based on the Engineers estimate approximately 155,000 feet of 14/1 ValvePower Wire will be required. ENGINEER takes no responsibility for differingquantities.4. The unit price for Furnish and Install 14/1 Field Satellite Power Wire shall includeproviding and installing power wire; and for all labor, tools, equipment, materials,and incidentals necessary to complete the Work.AAAAA. Bid Item No. 104: Furnish and Install 12/1 Valve Common Wire1. Materials and construction shall be in accordance with the Special Provisionsand Drawings.2. Furnish and Install 12/1 Valve Common Wire will be measured as lump sum.3. Based on the Engineers estimate approximately 35,000 feet of 12/1 ValveCommon Wire will be required. ENGINEER takes no responsibility for differingquantities.4. The unit price for Furnish and Install 12/1 Valve Common Wire shall includeproviding and installing common wire; and for all labor, tools, equipment,materials, and incidentals necessary to complete the Work.SP-81City of Appleton – Reid Golf Course – 60147926

BBBBB. Alternate Bid Item No. A1:Remove TreesAt its sole discretion, the OWNER may elect to include this bid item in the contract award.If this occurs, the contract award will be based on the lowest qualified base bid plus thecost of this bid item.1. Remove trees shall be measured as a Lump Sum.2. Section 20 of the Special Provisions will be modified as follows: The City ofAppleton will remove no trees prior to the start of construction. All required treeremoval, within the construction limits shown on the drawings, is theresponsibility of the CONTRACTOR.3. All removed trees shall become the property of the CONTRACTOR and shall bedisposed of offsite.4. Before the start of construction, the City of Appleton will field mark trees requiredfor removal.5. Trees that will be relocated prior to the project are shown on the plans and will bemoved by CITY prior to start of construction.6. Trees within the construction limits that are to remain in place are labeled “toremain” on the construction drawings.31. UNSUITABLE MATERIAL DISPOSALMaterial unsuitable for use on the project shall become property of CONTRACTOR and disposedof off-site. CONTRACTOR is required to obtain all necessary permits for any material disposalsites used by CONTRACTOR for project. The cost of necessary permits for removing thematerial off site shall be considered incidental to the project. Cost for loading, hauling, anddisposal of material unsuitable for use of site is to be included in Bid Item No. 28 Waste SoilHauling and Disposal.32. CHANGE ORDERSChange Orders to the Contract will not be considered unless authorized in writing by theENGINEER before such work begins.33. GEOTECHNICAL MEMORANDUMGeotechnical evaluations were performed for the site as noted: “Subsurface Exploration andGeotechnical Engineering Analysis – Reid Municipal Golf Course Stormwater ManagementProject,” prepared by AECOM and “Subsurface and Geotechnical Engineering Analysis – ReidMunicipal Golf Course Replacement Bridges” prepared by AECOM. Copies of this informationare available for review at the City of Appleton Department of Public Works. This information isincluded with the Construction Documents for reference only. CONTRACTOR is responsible forany interpretation or conclusion CONTRACTOR draws from any “technical data” or any otherdata, interpretations, opinions, or information contained in the memo.34. PROTECTION OF PROPERTYThe CONTRACTOR is responsible for protecting from damage all structures, materials, and treesnot indicated as being removed on the Plans or Specifications. The repair and cost of repair ofsuch property shall be the CONTRACTOR’s responsibility.SP-82City of Appleton – Reid Golf Course – 60147926

35. CONTAMINATED MATERIALContaminated soil is not anticipated on this project. The City will have an environmentalconsultant on retainer each year. For unexpected encounters with contaminated soils, the City’sconsultant will provide onsite service for determining the limits of contaminated soil to beremoved. The consultant is contracted to respond within one half hour to an unexpected siteafter notification from the City. The contractor shall schedule so as to have other areas to workand will not be compensated for down time due to contaminated soils.The CONTRACTOR shall have licensed operators, drivers, and trucks for handling contaminatedsoils. Payment for work associated with contaminated materials will be according to City ofAppleton Standard Specifications, General Requirements Section 7.0 Extra Work and Credits.SP-83City of Appleton – Reid Golf Course – 60147926

THIS PAGE WAS INTENTIONALLY LEFT BLANK

State of WisconsinDEPARTMENT OF NATURAL RESOURCESShawano Office647 Lakeland RoadShawano, WI 54166Scott Walker, GovernorCathy Stepp, SecretaryTelephone 608-266-2621Toll Free 1-888-936-7463TTY Access via relay - 711March 27, 2012 IP-NE-2011-45-09178-09181, 10211-10213Paula VandeheyCity of Appleton100 N. Appleton St.Appleton, WI 54911Dear Ms. Vandehey:We have reviewed your application for a permit to grade more than one acre on the bank of,discharge fill material in wetlands adjacent to, construct two stormwater ponds within 500’ of andconstruct three new bridges over an unnamed tributary to Fox River, in the City of Appleton,Outagamie County. You will be pleased to know your application is approved with a fewlimitations.I am attaching a copy of your permit which lists the conditions which must be followed. A copy ofthe permit must be posted for reference at the project site. Please read your permit conditionscarefully so that you are fully aware of what is expected of you.Please note you are required to submit photographs of the completed project within 7 days afteryou've finished construction. This helps both of us to document the completion of the projectand compliance with the permit conditions.Your next step will be to notify me of the date on which you plan to start construction and againafter your project is complete.If you have any questions about your permit, please contact me at (715) 526-4232 or email atscott.koehnke@wisconsin.gov.Sincerely,Scott KoehnkeWater Management Specialistcc:Nick Domer-Corps of EngineersTim Roach-Outagamie County ZoningRyan Propson-Conservation WardenKelly Mattfield-AECOMJerry Smith-1827 N. Racine Street, Appleton, WI 54911Ron Duszak, 21 Rainbow Ct., Appleton, WI 54915WZ Filednr.wi.govwisconsin.govPrinted onRec ycledPaper

STATE OF WISCONSINGrading > One Acre, Water Quality Certification,Ponds-stormwater, Clear Span Bridges PERMITDEPARTMENT OF NATURAL RESOURCES IP-NE-2011-45-09178-09181, 10211-10213Paula Vandehey, City of Appleton, is hereby granted under Section 30.19(4), Sections 281.15,281.36 Wisconsin Statutes and 30.19(3r), Wisconsin Statutes, a permit to grade more than oneacre on the bank of, discharge fill material in wetlands adjacent to, construct two stormwaterponds within 500’ of and construct three new bridges over an unnamed tributary to Fox River, inthe City of Appleton, Outagamie County, also described as in the SE1/4 of the SW1/4 of Section36, Township 21 North, Range 17 East, subject to the following conditions:PERMIT1. You must notify Scott Koehnke at phone (715) 526-4232 before starting construction andagain not more than 5 days after the project is complete.2. You must complete the project as described on or before March 27, 2014. If you will notcomplete the project by this date, you must submit a written request for an extension priorto the expiration date of the permit. Your request must identify the requested extensiondate and the reason for the extension. A permit extension may be granted, for goodcause, by the Department. You may not begin or continue construction after the originalpermit expiration date unless the Department grants a new permit or permit extension inwriting.3. This permit does not authorize any work other than what you specifically describe in yourapplication and plans, and as modified by the conditions of this permit. If you wish to alterthe project or permit conditions, you must first obtain written approval of the Department.4. You are responsible for obtaining any permit or approval that may be required for yourproject by local zoning ordinances and by the U.S. Army Corps of Engineers beforestarting your project.5. Upon reasonable notice, you shall allow access to your project site during reasonablehours to any Department employee who is investigating the project's construction,operation, maintenance or permit compliance.6. The Department may modify or revoke this permit if the project is not completed accordingto the terms of the permit, or if the Department determines the activity is detrimental to thepublic interest.7. You must post a copy of this permit at a conspicuous location on the project site, visiblefrom the waterway, for at least five days prior to construction, and remaining at least fivedays after construction. You must also have a copy of the permit and approved planavailable at the project site at all times until the project is complete.8. Your acceptance of this permit and efforts to begin work on this project signify that youhave read, understood and agreed to follow all conditions of this permit.

9. You must submit a series of photographs to the Department, within one week ofcompletion of work on the site. The photographs must be taken from different vantagepoints and depict all work authorized by this permit.10. You, your agent, and any involved contractors or consultants may be considered a partyto the violation pursuant to Section 30.292, Wis. Stats., for any violations of Chapter 30,Wisconsin Statutes or this permit.11. Construction shall be accomplished in such a manner as to minimize erosion andsiltation into surface waters. Erosion control measures (such as silt fence and strawbales) must meet or exceed the technical standards of ch. NR 151, Wis. Adm. Code.The technical standards are found at: http://dnr.wi.gov/runoff/stormwater/techstds.htm .12. All equipment used for the project including but not limited to tracked vehicles, barges,boats, silt or turbidity curtain, hoses, sheet pile and pumps shall be de-contaminated forinvasive and exotic viruses and species prior to use and after use.The following steps must be taken every time you move your equipment to avoidtransporting invasive and exotic viruses and species. To the extent practicable,equipment and gear used on infested waters shall not be used on other non-infestedwaters.1. Inspect and remove aquatic plants, animals, and mud from your equipment.2. Drain all water from your equipment that comes in contact with infested waters,including but not limited to tracked vehicles, barges, boats, silt or turbidity curtain, hoses,sheet pile and pumps.3. Dispose of aquatic plants, animals in the trash. Never release or transfer aquaticplants, animals or water from one waterbody to another.4. Wash your equipment with hot (>104º F) and/or high pressure water -OR- Allowyour equipment to dry thoroughly for 5 days.INDIVIDUAL PERMIT CONDITIONS13. After the site is 80% stabilized, or prior to at the direction of the Department, alltemporary erosion control measures must be removed and disposed of properly. Anyremaining temporary erosion control devices after this point constitute littering and maybe enforced as determined necessary by the department.14. Any area where topsoil is exposed during construction must be immediately seeded andmulched or riprapped to prevent soil from being eroded and washed into the waterway.15. Appropriate erosion control measures must be in-place and effective during every phaseof this project.16. Erosion control matting must be biodegradable and prevent entanglement of smallreptiles, mammals and other wildlife.17. Construction shall be accomplished in such a manner as to minimize erosion andsiltation into surface waters and as specified in the plans and procedures that are part of

or approved pursuant to this permit. All erosion control measures must meet or exceedthe approved Stormwater Construction Technical Standards found on the Department’sWebsite http://dnr.wi.gov/org/water/wm/nps/stormwater/techstds.htm#Constructiondeveloped by the Department under Wis. Admin. Code Ch. NR 151.31.18. Erosion control measures must be in place at the end of each working day.19. Erosion control measures must be inspected, and any necessary repairs or maintenanceperformed, after every rainfall exceeding 1/2 inch and at least once per week.20. No portion of the bank or upland which is altered or disturbed and, as a result, unstablemay remain unprotected for more than 7 days.21. Sediment basins and stormwater ponds must be constructed to prevent the interaction ofstormwater and groundwater.22. The ponds are not to be connected (on-line) to the waterway below the ordinary highwatermark. The inlet of the pond should not be subject to inflow below the 10-year stormevent.23. Site stabilization between October 1 and April 15 requires sodding or seeding andmulching (with a non-toxic tackifier).24. The bank slopes must be no steeper than two-foot horizontal to one-foot vertical afterconstruction.25. The removal of vegetative cover and exposure of bare ground must be restricted to theminimum amount necessary for construction. Areas where soil is exposed must beprotected from erosion by seeding and mulching, sodding, diversion of surface runoff,installation of straw bales or silt screens, construction of settling basins, or similarmethods as soon as possible after removal of the original ground.26. You must maintain a log of the erosion control inspections, repairs made, and rainevents. This must be made available to Department personal upon request and mustremain on the project site at all times work is being performed.27. You must not deposit or store any of the graded materials in any wetland or below theordinary high water mark of any waterway. All graded materials must be placed out ofthe floodway of any stream.28. You must not operate any construction equipment below the ordinary high water mark ofany waterway.29. You must supply a copy of this permit to every contractor associated with this project.30. Final site stabilization requires the re-establishment of vegetation with non-aggressive,native species and should not contain invader species such as Reed Canary Grass(Phalaris arundinacea).31. No other portion of the wetland may be disturbed beyond the area designated in theplans dated December 9, 2011.

32. The edge of the pond must be at least 25 feet from the waterway and there will be nodirect connection between the pond and the waterway.33. Maintenance activities may not result in the discharge or deposition of materials (forexample paint, sand or abrasives, metal or chemicals) into the waterway.34. The bridge shall be maintained in good repair by the Owner.35. This permit authorizes the placement of the bridge and is not an approval for channelrelocation or any other alteration of the waterway, which may require a Department ofNatural Resources permit.36. You are not authorized to place any fill on the lake or stream bed, or cause any otheralteration of the waterway, which might require a Department of Natural Resourcespermit.37. You assume all responsibility and liability for a direct or indirect damage caused orresulting from the presence of the bridge and hold the State of Wisconsin, and itsemployees, harmless.38. You must periodically inspect the bridge opening for debris, and must remove anyrestriction of flow. This material must be deposited in an upland site and out of anyfloodplain.39. All of the removed materials must be placed in the location shown on applicant's plandated December 9, 2011 and approved by the Department.40. Construction must be done during low water periods and must not take place betweenMarch 15 and May 15 of each calendar year.41. Material excavated from the new channel must be temporarily stored in an upland area,out of the floodway, separated from the stream by a strip of undisturbed vegetative coverwhich is at least 25 feet wide or protected with silt fence.42. The bank slopes of the new channel must be in accordance with the approved plansdated December 9, 2011.43. The new channel's banks must be stabilized before it is opened up to flow. To minimizeerosion, the downstream end of the new channel must be opened first. When streamflow is passing through the new channel, the existing channel can be filled. Theupstream and downstream end of the fill in the old channel must be protected fromerosion in accordance with the plans dated December 9, 2011 and approved by thispermit.FINDINGS OF FACT1. Paula Vandehey City of Appleton, has filed an application for a permit to grade more than oneacre on the bank of, discharge fill material in wetlands adjacent to, construct two stormwaterponds within 500’ of and construct three new bridges over an unnamed tributary to Fox River,in the City of Appleton, Outagamie County, also described as SE1/4, SW1/4, Section 36,T21N, R17E.

2. The proposed project will reduce peak flood flows and improve water quality to thedownstream receiving water, the Fox River during the 100-year, 24-hour storm event.3. The project will consist of the removal of the concrete lining from a navigable waterway andnaturalization of approximately 1,150 linear feet of the channel within the golf course for floodmanagement and mitigation; placement of riprap for outlets to the channel, creation of on-siteberm areas and two off-line wet detention ponds. A low-flow channel (up to 2-year stormevent) will be constructed within the naturalized channel. This low-flow channel will have a 2-foot bottom width, 3:1 side slopes and be two feet deep. Some depressional wetland areaswill be created within the naturalized channel.4. The South Pond will be constructed near Calumet Street and have a permanent pool area of2.7 acres, depth of five feet and a normal pool elevation of 778.0’. The East Pond will beconstructed along the east side of the golf course property near Kernan Avenue and have apermanent pool area of 1.3 acres, depth of five feet and a normal pool elevation of 770.0’.Each pond will have horizontal draw floating aerators to minimize algae buildup during thesummer months. The depth of influence will be less than two feet and a shutoff and delaytimer so that once the water begins to rise in a storm event, the aerator will shut off and notturn back on until the water returns to the permanent pool elevation.5. Three 7’ x 30’ pedestrian/golf cart bridges will be constructed over the newly constructedwaterway.6. The regulated bank adjacent to the waterway is 75 feet. Approximately 152,600 square feet ofsurface area will be graded for the reconstruction of the waterway and earthen berm creation.7. The Department has completed an investigation of the project site and has evaluated theproject as described in the application and plans.8. In response to the City of Appleton request, a formal navigability determination was conductedof the concrete-lined waterway on September 18, 2007 establishing the limits of navigability.There was a defined bed and bank and it appeared to be floatable on a recurring basis.Indicators of normal water elevation included water stains on the concrete banks and culvertsas well as ice scars on the concrete banks.9. The contributing watershed area to these two ponds is approximately 346 acres.10. A public informational hearing was conducted on March 8, 2012 at the Reid Municipal GolfCourse clubhouse. None of the comments received changed the findings/facts or conclusionsof law found in this document.11. The proposed project, if constructed in accordance with this permit will not adversely affectwater quality, will not increase water pollution in surface waters and will not causeenvironmental pollution as defined in s. 283.01(6m), Wis. Stats.12. The proposed project will not adversely impact wetlands if constructed in accordance with thispermit.13. The Department of Natural Resources and the applicant have completed all proceduralrequirements and the project as permitted will comply with all applicable requirements of

Sections 1.11, 30.19(3r), 30.30.19(4), 30.20, 281.15, 281.37 Wisconsin Statutes andChapters NR 102, 103, 115, 116, 117, 150, 299, 320, 341 and 343 of the WisconsinAdministrative Code.CONCLUSIONS OF LAW1. The Department has authority under the above indicated Statutes and Administrative Codes,to issue a permit for the construction and maintenance of this project.2. The Department has complied with s.1.11 Wis. Stats.NOTICE OF APPEAL RIGHTSIf you believe that you have a right to challenge this decision, you should know that theWisconsin statutes and administrative rules establish time periods within which requests toreview Department decisions shall be filed. For judicial review of a decision pursuant tosections 227.52 and 227.53, Wis. Stats., you have 30 days after the decision is mailed, orotherwise served by the Department, to file your petition with the appropriate circuit court andserve the petition on the Department. Such a petition for judicial review shall name theDepartment of Natural Resources as the respondent.To request a contested case hearing of any individual permit decision pursuant to section30.209, Wis. Stats., you have 30 days after the decision is mailed, or otherwise served by theDepartment, to serve a petition for hearing on the Secretary of the Department of NaturalResources, P.O. Box 7921, Madison, WI, 53707-7921. The petition shall be in writing, shall bedated and signed by the petitioner, and shall include as an attachment a copy of the decision forwhich administrative review is sought. If you are not the applicant, you must simultaneouslyprovide a copy of the petition to the applicant. If you wish to request a stay of the project, youmust provide information, as outlined below, to show that a stay is necessary to preventsignificant adverse impacts or irreversible harm to the environment. The filing of a request for acontested case hearing is not a prerequisite for judicial review and does not extend the 30-dayperiod for filing a petition for judicial review. If you are not the permit applicant, you mustprovide a copy of the petition to the permit applicant at the same time that you serve the petitionon the Department.The filing of a request for a contested case hearing does not extend the 30 day period forfiling a petition for judicial review.A request for contested case hearing must meet the requirements of section 30.209, Wis.Stats., and section NR 310.18, Wis. Adm. Code, and must include the following information:1. A description of the Department’s action or inaction which is the basis for the request;and,2. A description of the objection to the decision that is sufficiently specific to allow thedepartment to determine which provisions of Chapter 30, Wis. Stats., may be violated;and3. A description of the facts supporting the petition that is sufficiently specific to determinehow you believe the project may result in a violation of Chapter 30, Wis. Stats.; and,

4. Your commitment to appear at the contested case hearing, if one is granted and presentinformation supporting your objection.5. If the petition contains a request for a stay of the project, the petition must also includeinformation showing that a stay is necessary to prevent significant adverse impacts orirreversible harm to the environment.Dated at Shawano DNR Office, Shawano, Wisconsin on March 27, 2012.STATE OF WISCONSIN DEPARTMENT OF NATURAL RESOURCESFor the SecretaryBy _________________________________Scott KoehnkeWater Management Specialist

Submitted to: Submitted by:AECOM WaterAECOM TSMiddleton, WIMiddleton, WIMarch 2011Subsurface Exploration and GeotechnicalEngineering Analysis – Reid Municipal GolfCourse Stormwater Management Project –Appleton, WI

AECOM 608.836.9800 tel1350 Deming Way, Suite 100 608.836.9767 faxMiddleton, Wisconsin 53562March 31, 2011Ms. Kelly Mattfield, P.E.Water Department ManagerAECOM1350 Deming Way Suite 100Middleton, WI 53562Subject: Subsurface Exploration and Geotechnical Engineering Analysis for the ReidMunicipal Golf Course Stormwater Management Project in Appleton, Wisconsin –AECOM Project Nos. 60184926 and 60190025Dear Ms. Mattfield:AECOM has completed the subsurface exploration and geotechnical engineering evaluation forthe above-referenced project. The attached draft report contains the logs of eleven (11) soilborings completed at the site, our evaluation of the subsurface conditions encountered, and anevaluation of the suitability of the native soils within the proposed water quality ponds for use as alow permeability liner. This report also contains recommendations for the design andconstruction of the proposed storm sewer lines, including earthwork, site preparation, design ofcut slopes, conceptual earth retention, backfill requirements and other geotechnical-relateddesign and construction considerations.We have been pleased to provide you with our subsurface exploration and geotechnical engineeringservices. If you have questions regarding this report or if we may provide additional assistance, pleasecontact us.Yours sincerely,AECOMJustin D. Warner, E.I.T.Assistant Project Engineerjustin.warner@aecom.comPaul A. Tarvin, P.E.Vice Presidentpaul.tarvin@aecom.com

AECOMiContents1.0 Project Overview ............................................................................................................. 1-12.0 Exploration Procedures.................................................................................................. 2-12.1 Boring Layout and Survey Procedures ............................................................................... 2-12.2 Drilling and Sampling Procedures ....................................................................................... 2-12.3 Laboratory Procedures ........................................................................................................ 2-13.0 Exploration Results ........................................................................................................ 3-13.1 Site Conditions ..................................................................................................................... 3-13.2 Subsurface Conditions......................................................................................................... 3-13.3 Groundwater Conditions ...................................................................................................... 3-24.0 Analysis and Recommendations .................................................................................. 4-14.1 Water Quality Pond Liner Construction ............................................................................... 4-14.2 Storm Sewer Construction ................................................................................................... 4-24.3 Construction Considerations ............................................................................................... 4-35.0 General Qualifications .................................................................................................... 5-1FiguresFigure 1 – Geotechnical Investigation DiagramL:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOMiiList of AppendicesAppendix A AECOM Standard Boring Log ProceduresAppendix B AECOM General Boring Log NotesAppendix C AECOM Boring LogsAppendix D WDNR Borehole Abandonment FormsAppendix E AECOM Field and Laboratory Procedures• AECOM Subsurface Exploration Procedures• AECOM Sampling Procedures• Laboratory Index Test ProceduresAppendix F AECOM Geotechnical Test Results• Atterberg Limit Test ResultsAppendix G AECOM Soil Classification SystemAppendix H AECOM Earthwork GuidelineAppendix I AECOM Changed Conditions ClauseL:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM1-11.0 Project OverviewThe City of Appleton has engaged AECOM to design two water quality ponds and associated storm sewerlines at the Reid Municipal Golf Course near the intersection of E. Calumet St. and S. Kernan Ave. inAppleton, Wisconsin. The location of the ponds is shown on the Soil Boring Location Diagram (Figure 1)in the Appendix. Pond 1 is planned as a north-south oriented feature and will have a permanent pool areaof approximately 1.1 acres. The normal water depth will be 5 feet, and the bottom elevation of Pond 1 willbe at approximate elevation 769 feet, which is approximately 7 to 17 feet below existing site grades.Pond 2 is planned as an east-west oriented feature and will have a permanent pool area of approximately2.8 acres. The normal water depth will be 5 feet and the bottom elevation of the water quality pond will beat approximate elevation 775 feet, which is approximately 8 to 17 feet below existing site grades. Weanticipate that the design preference is to construct the water quality pond using native soils as a lowpermeability liner if the WDNR Technical Standard 1001 requirements can be met.A 48-inch diameter storm sewer inlet and a 72-inch diameter storm sewer inlet are planned near thesoutheast and southwest corners of Pond 1. A 48-inch diameter storm sewer outlet is planned near thecenter of Pond 1 at the north boundary. A 60-inch diameter storm sewer inlet and a 48-inch diameterstorm sewer outlet are planned near the southeast corner of Pond 2. Design elevations and storm sewerinvert elevations were not available at the time this report was issued; however, it was assumed that thestorm sewers will be installed using conventional cut and cover techniques and that excavations rangingfrom approximately 5 to 15 feet will be required to install the piping.The purposes of this report are to describe the subsurface conditions encountered in the borings,evaluate the subsurface information with respect to the proposed water quality ponds, and to presentrecommendations regarding the design and construction of the water quality pond liners.L:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM2-12.0 Exploration Procedures2.1 Boring Layout and Survey ProceduresEleven (11) soil borings were selected by AECOM and located in the field by an AECOM representativeat the approximate locations shown on the Soil Boring Location Diagram (Figure 1) using a handheldGPS unit. The ground surface elevation at each boring location was estimated using the handheld GPSunit in conjunction with historical topographic contours at the site. The approximate as-completed soilboring locations are shown on the Soil Boring Location Diagram (Figure 1).2.2 Drilling and Sampling ProceduresThe borings were completed by a two-person Subsurface Exploration Services, LLC (SES) drill crewusing an all-terrain D-120 drill rig. Soil borings B-1 and B-2 were completed within the proposed footprintof Pond 1, borings B-8 through B-11 were completed within the proposed footprint of Pond 2, and theremaining borings were completed with the alignment of the proposed storm sewers. The borings wereadvanced using continuous solid stem flight augers to the boring termination depths. The terminationdepths were 20 feet in the storm sewer borings and 25 feet in the pond borings. Soil sampling in thestorm sewer borings was generally performed at 2 ½ foot intervals in the upper 10 feet, and at 5 footintervals thereafter to the termination depth. Soil sampling in the pond borings was generally performedat a continuous interval to the termination depth. Soil samples were obtained using split-spoontechniques in general accordance with ASTM D 1586, “Standard Test Method for Penetration Test andSplit-Barrel Sampling of Soils.” A more detailed explanation of both the drilling and sampling proceduresused is included in Appendix E.A log of the soil samples obtained from the borings was maintained by the drill crew. Soil samples weresealed in the field and returned to our Madison, Wisconsin laboratory for further classification and testing.Water level observations made in the open borehole are noted on the lower left hand corner of the boringlogs. Upon completion, the borings were backfilled in general accordance with Wisconsin Department ofNatural Resource (WDNR) regulations. Copies of the borehole abandonment forms are included inAppendix D.2.3 Laboratory ProceduresThe soil samples were visually examined by a Geotechnical Engineer on the basis of texture andplasticity in accordance with the AECOM Soil Classification System, which is included in Appendix F.The estimated group symbol included in parentheses following the soil descriptions on the boring logs isin general conformance with the Unified Soil Classification System, which serves as the basis of theAECOM Soil Classification System. A brief explanation of the classification of soil samples is included inthe AECOM Field and Laboratory Procedures in Appendix E of this report.Calibrated penetrometer, moisture content, and Atterberg limits tests were performed on representativeportions of selected cohesive soil samples. Results of the field and laboratory tests were then describedon the boring logs which are contained in Appendix C.The procedures utilized in preparing the final boring logs from the field logs and laboratory test data aredescribed on the sheets entitled “AECOM Field and Laboratory Procedures” which are included inL:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM2-2Appendix E. Soil samples recovered from the borings will be retained in our laboratory for a period of 90days after which they will be discarded unless specific instructions as to their disposition are received.L:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM3-13.0 Exploration Results3.1 Site ConditionsThe proposed stormwater management project is located on the existing Reid Municipal Golf Coursenear the south end of the course where it is bordered by S. Kernan Ave. to the east and E. Calumet St. tothe south. Based on the approximate ground surface elevations obtained at the individual boringlocations, there is as much as 16 feet of topographic relief between boring locations.3.2 Subsurface ConditionsBased on the results of the borings, the subsurface profile in the area of the proposed stormwatermanagement project generally consisted of a thin layer of topsoil at the surface underlain by native siltyclay soils to the boring termination depths. The subsurface profile is described in more detail below.Pond 1 (Borings B-1 through B-4)Dark brown silty clay topsoil with traces of fine sand and organic matter was encountered at the surfaceto depths ranging from 1 to 2 feet. The topsoil was underlain by native brown silty clay (CL) with tracesof fine to coarse gravel and fine to coarse sand to depths ranging from 8.0 to 9.5 feet (elevation 768.0 to776.5 feet). The consistency of the silty clay ranged from medium to hard based on the unconfinedcompressive strength as estimated from calibrated penetrometer test results. The moisture contents ofrepresentative silty clay samples ranged from approximately 18 to 24 percent, indicating that the nativesilty clay is only slightly compressible.The native brown silty clay transitioned to brownish gray to gray silty clay (CL) with traces of fine tocoarse gravel and fine to coarse sand at depths ranging from 8.0 to 9.5 feet. The brownish gray to graysilty clay soils were encountered to the boring termination depths. The consistency of the brownish grayto gray silty clay ranged from medium to very stiff and generally decreased with depth. The moisturecontent of representative silty clay samples ranged from approximately 18 to 26 percent.Thin seams of sand and silt were encountered at intermittent locations within the native silty claysdescribed above. Seams of this type are typical for native clay soils in eastern Wisconsin. The thicknessof the sand and silt seams generally ranged from 0.1 inches to a few inches thick. The location andcomposition of the sand and silt seams are described in more detail on the boring logs included inAppendix C.Pond 2 (Borings B-5 through B-11)The subsurface profile encountered in the area of Pond 2 was very similar to the profile described abovefor Pond 1. Dark brown silty clay topsoil was encountered at the surface in all borings, except in boringB-9, where approximately 6 feet of hard silty clay (CL) fill with traces of gravel, roots, and topsoil wasencountered. The fill in boring B-9 and the topsoil in the remaining borings was underlain by nativebrown silty clay (CL) with traces of gravel and varying, but generally minor, amounts of sand to depthsranging from 4 to 16 feet (elevation 775 to 783 feet). The consistency of the native silty clay generallyranged from very stiff to hard with moisture contents that ranged from approximately 15 to 30 percent.L:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM3-2The native brown silty clay in boring B-11 was underlain by a 6-foot thick layer of brown silt (ML) with alittle fine to medium sand and clay and traces of fine gravel. The relative density of the brown silt wasmedium dense to dense based on Standard Penetration Test (SPT) results.The native brown silt in boring B-11 and the native brown silty clay in the remaining borings transitionedto native gray to brownish gray silty clay (CL) with traces of gravel and sand at depths ranging from 9.5 to16.0 feet. The brownish gray to gray silty clay soils were encountered to the boring termination depths.The consistency of the native brownish gray to gray silty clay ranged from medium to very stiff andgenerally decreased with depth. Intermittent sand and silt seams, similar to those described in Pond 1,were also encountered within the native silty clays in the area of Pond 2.Atterberg limits tests were completed on samples of the native silty clay obtained in borings B-8 and B-11. A summary of the Atterberg limits test results is presented in Table 1. The test results indicate theclay is of a low to moderate plasticity, and that the natural moisture content of the clay is at or below theplastic limit. The individual test results are contained in Appendix F.Table 1Atterberg Limit Test Results SummaryBoringNo.SampleNo.Depth(ft.)Elevation(feet)SoilTypeLiquidLimitPlasticLimitPlasticityIndexB-8 S-4 6 – 8 780 – 782 CL 1) 37 15 22B-11 S-7 12 – 14 773 – 775 CL (1) 32 14 18Note: (1) Native silty clay soils meet minimum criteria for Type A liner as outlined in WDNR Tech. Standard 1001 – App. DAdditional variations to the above general profile were noted. Refer to the individual boring logs inAppendix C for specific information. It should be noted that the stratification lines indicated on the boringlogs were selected on the basis of laboratory tests, field logs, and visual observations of the recoveredsamples. The stratification lines that occur on the boring logs are in some cases estimated; in-situ, thetransition between soil types in both the horizontal and vertical directions may be gradual.3.3 Groundwater ConditionsA summary of the groundwater level measurements obtained during drilling operations is presented inTable 2 below.BoringNo.Table 2Groundwater Level Measurement SummaryDepth to Groundwater(feet)While Drilling While Sampling After BoringB-8 Not Encountered Not Encountered 22.7B-10 Not Encountered 21.0 20.0B-11 Not Encountered 6.2 Not EncounteredGroundwater was not encountered in borings B-1 through B-7 and B-9. The groundwater in borings B-8,B-10, and B-11 was generally encountered after intercepting seams of sand and silt within the native siltyclay. Given the predominantly cohesive nature of the site soils, we anticipate that the groundwater levelL:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM3-3measurements are likely indicative of perched water conditions and are not necessarily indicative of thelong term position of the local groundwater table.Instead, one method commonly used to estimate the groundwater level in low permeability cohesive soilsis to observe the depth where the soil color changes from brown to gray. A change from brown to graytypically reflects oxidation of the soil above the groundwater table. For Pond 1, the color transitionbetween the brown and brownish gray to gray silty clay soils was observed at depths ranging from 8.0 to9.5 feet (768.0 to 776.5 feet). For Pond 2, the color transition was observed at depths ranging from 9.5to 16.0 feet (775.0 to 779.5 feet). Additionally, the change in color from brown to gray was accompaniedby a slight decrease in stiffness below the water, which may be indicative of hardening of the soils abovethe water table through desiccation.Groundwater level fluctuations may occur with time and seasonal change due to variations inprecipitation, evaporation, surface water runoff, and local dewatering. Perched water pockets and ahigher water table level may also be encountered during wet weather periods. A more accuratedetermination of the long-term groundwater table could be obtained by installing groundwater monitoringwells and making periodic measurements over time.L:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM4-14.0 Analysis and Recommendations4.1 Water Quality Pond Liner ConstructionBased on the planned bottom elevations of 769 feet for Pond 1 and 775 feet for Pond 2, we anticipatethat excavations ranging from approximately 7 to 17 feet deep will be required to achieve the plannedbottom of pond elevations. The majority of the excavation for the water quality ponds should take placein the native brown and brown to brownish gray silty clay (CL) encountered in the borings.Based on the conditions encountered in the borings and the results of the Atterberg limit tests completedon samples from borings B-8 and B-11, the native silty clay meets the minimum criteria for a Type ALiner as outlined in the Wisconsin Department of Natural Resources (WDNR) Technical Standard 1001(D). Thus, where native silty clay is encountered at the base and/or side-slopes of the water quality pondexcavation, we anticipate that this material can be compacted in place to form a natural water qualitypond liner. The remainder of the clayey excavation spoil could be used to line the pond where unsuitablesoils are exposed. Native soils that do not meet the WDNR Type A liner requirements, or otherunsuitable material encountered at the base and/or side slopes of the wet detention basin should beremoved to a minimum depth of 2 feet and replaced with re-compacted native silty clay. This includesthe native silt encountered from a depth of 4 to 10 feet in boring B-11. Additional recommendations forthe placement of the clay liner materials are contained below.In accordance with WDNR Technical Standard 1001 (D), we recommend that the clay at the base andside slopes of the water quality pond (either compacted in-place or reused from the water quality pondexcavation) have an average Plasticity Index (PI) of 12 or more, with no value less than 10; an averageLiquid Limit (LL) of 25 or greater, with no value less than 20; and at least 50% of the soil by weight finerthan the #200 sieve. Our test results indicate the on-site native silty clays meet these requirements. Thenative silty clay should be compacted in accordance with National Resources Conservation Service(NRCS) Wisconsin Construction Specification 300, Clay Liners, using a sheepsfoot (or similar type)compactor weighing at least 25,000 lbs., operated continuously, in maximum 6-inch loose lifts. The clayliner should be compacted to a minimum of 95% of the maximum dry density and at a moisture contentat least 2% wet of optimum as determined by ASTM D-698 (standard Proctor). We recommend usingthe standard Proctor as a basis for compaction as it allows greater flexibility in moisture control duringconstruction.The minimum compacted thickness of the clay liner (either compacted in-place or reused from theexcavation) must be 2 feet in accordance with WDNR Technical Standard 1001 (D). The moisturecontent tests performed on the overburden materials indicate that the natural moisture content of thenative clay is likely in excess of the optimum moisture in the Proctor test. In the event that the claysbecome dried during construction, water may be applied by sprinkling the clay after placement andbefore compaction, as necessary. Uniform moisture distribution can be obtained by disking. Thecompacted clay should be free of organics, cobbles, boulders, debris and any other unsuitable soils. Thecoefficient of permeability of the compacted soils should be no greater than 1x10 -7 cm/second.Additionally, we recommend that any topsoil, fill soils, and/or native soils that do not meet the WDNRType A liner requirements, or other unsuitable material encountered at the base and/or side slopes of thewater quality pond, should be removed to a minimum depth of 2 feet and replaced with re-compactednative silty clay.L:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM4-24.2 Storm Sewer ConstructionAs noted in Section 1.0, we have assumed that excavations ranging from approximately 5 to 15 feetdeep will be required to complete the proposed storm sewer lines. From top to bottom, the generalizedsubsurface profile within this depth range generally consisted of topsoil underlain by native clay withsome intermittent seams of sand and silt. Additionally, the depth to ground water was estimated to rangefrom 8 to 16 feet. Assuming construction is performed during a time of low to normal water levels, theabove general subsurface conditions should allow for excavation and construction of the storm sewerlines to depths of 5 to 15 feet, with possible localized groundwater pumping required to control perchedwater. Depending on the final design invert elevations, some additional excavation and replacement ofunsuitable fill and/or native soils may be required at the base of the sewer trench to provide a suitablebase for placement of bedding material. Additional recommendations regarding the excavation andconstruction of the proposed sanitary sewer are contained in the following paragraphs.We anticipate that the storm sewer will be installed using conventional cut and cover techniques and willlikely utilize trench box shoring to maintain the excavation. Sloughing of the sidewall soils into theexcavation may occur, particularly where seams or layers of more granular sand and silt soils areencountered. However, given the predominantly cohesive nature of the site soils, we anticipate that thecontractor should be able to maintain the sidewall stability long enough to set the trench box shoring. Inorder to provide safe construction of the storm sewer lines, the overall excavation and installation anduse of trench box shoring should be performed under the direction of a competent person designated bythe project contractor.The storm sewer should be installed as per the recommendations provided in the StandardSpecifications for Sewer and Water Construction in Wisconsin, current edition. If soft or wet soils areencountered at the base, the excavation should be extended an additional 3 inches (minimum) andbackfilled with a crushed stone material meeting the gradation requirements of section 8.43.6. Theadditional excavation and crushed stone placement should be performed under the observation of amember of the project design team. Bedding material placed below and adjacent to the storm sewerpipe should conform to the requirements of section 8.43.2 of the above specification. Cover material (fillplaced over the sewer pipe and above the bedding material) should conform to section 8.43.3. Weanticipate that excavated material could be used to backfill the remainder of the trench above the covermaterial, provided all deleterious materials are removed prior to placement and the fill is placed as perthe requirements of section 8.43.5. It should be noted that there can be an increased risk ofconsolidation of cohesive backfill when compared to granular material, post placement, if propercompaction methods are not used. We recommend that the backfill be consolidated in accordance withsection 2.6.14(b) (mechanical compaction) rather than by flooding (section 2.6.14(a)), particularly wherecohesive soils are used as backfill.Existing fill was encountered in boring B-9 performed as part of this investigation. No information relatedto the placement methods of the existing fill was available at the time of this report. Constructing utilitiesor other structures over undocumented fill may result in consolidation of the fill material as a result of anynew loading and an increased risk of excessive total or differential settlement. Additionally, excessiveconsolidation of the fill material and related settlement is more likely in areas where new loading isimposed on the existing material. If it is determined that new loading is anticipated, additional evaluationof potential settlement of the sanitary sewer or relevant structure should be performed.We recommend that new fill be placed within -2 to +4 percent of the optimum moisture content asdetermined by the standard Proctor test. Compaction of cohesive soils should be performed using asufficiently large vibratory sheepsfoot roller to confirm that the soils are adequately mixed andL:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM4-3compacted. Compaction of granular soils should be performed using a sufficiently large vibratory rolleror plate compactor.We recommend that a geotechnical engineer or a qualified representative of the engineer be presentduring the filling operations. This is to confirm that only approved fill materials are used, as well as toconfirm that the soils have been placed in accordance with the project specifications. This would allowconfirmation that the existing subgrade is undisturbed and that the site is prepared according to the intentof this report. AECOM would be pleased to perform these services at your request. Refer to the“AECOM Earthwork Guideline” included in Appendix H for additional information regarding sitepreparation.4.3 Construction ConsiderationsAll excavations which extend greater than 5 feet in depth should be advanced in accordance with OSHAregulations with properly sloped or braced sides to prevent excavation instability. Excavation safety isthe responsibility of the contractor; however, based on the soil boring data, we expect that the majority ofexcavations will be completed within the native medium to hard silty clay encountered in the borings.Thus, we recommend that temporary excavation sides in the overburden soils at the site be planned witha slope of 1H:1V or flatter to prevent excavation instability. Material stockpiles or heavy equipmentshould not be placed near the edge of the excavation slopes within the overburden soils. The actualstable slope angle should be determined during construction and will depend upon the loading, soil, andgroundwater conditions encountered.Excavations to construct the water quality ponds and storm sewer lines may extend below the localgroundwater table. Some seepage may be encountered in excavations below the water table as well asin seams of more granular material above the water table. However, given the predominantly cohesivenature of the site soils, we anticipate that a properly placed sump pit and pump system could be used tocontrol seepage and to remove accumulating water at the base and side slopes of the excavation.Consideration for subgrade protection and improvement, if necessary, are discussed in Appendix H.Subgrade exposure time to wet conditions can contribute to basal instability and should be minimized.Water accumulations on exposed subgrade soils are detrimental and should be removed promptly.L:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOM5-15.0 General QualificationsThis report has been prepared in general accordance with normally accepted geotechnical engineeringpractices to aid in the evaluation of this site and to assist our Client in the design of this project. We haveprepared this report for the purpose intended by our Client, and reliance on its contents by anyone otherthan our Client is done at the sole risk of the user. No other warranty, either expressed or implied, ismade. The scope is limited to the specific project and location described herein, and our description ofthe project represents our understanding of the significant aspects relevant to the geotechnicalcharacteristics. In the event that any changes in the design or location of the facilities as outlined in thisreport are planned, we should be informed so that the changes can be reviewed and the conclusions ofthis report modified, as necessary, in writing by the Geotechnical Engineer. As a check, we recommendthat we be authorized to review the project plans and specifications to confirm that the recommendationscontained in this report have been interpreted in accordance with our intent. Without this review, we willnot be responsible for the misinterpretation of our data, our analysis, and/or our recommendations, norhow these are incorporated into the final design.The analysis and recommendations submitted in this report are based on the data obtained from the soilborings performed at the locations indicated on the location diagram and from the information discussedin this report. This report does not reflect any variations which may occur between the borings. In theperformance of subsurface explorations, specific information is obtained at specific locations at specifictimes. However, it is a well known fact that variations in soil and rock conditions exist on most sitesbetween boring locations and that seasonal and annual fluctuations in groundwater levels will likelyoccur. The nature and extent of variations may not become evident until the course of construction. Ifvariations then appear evident, it will be necessary for a re-evaluation of the recommendations containedin this report after performing on-site observations during the construction period and noting thecharacteristics of the variations.The Geotechnical Engineer of Record is the Professional Engineer who authored the geotechnicalreport. It is recommended that all construction operations dealing with earthwork and foundations beobserved by the Geotechnical Engineer of Record or the Geotechnical Engineer’s appointedrepresentative to confirm that the design requirements are fulfilled in the actual construction. For someprojects, this may be required by the governing building code.The scope of services for this project does not include either specifically or by implication anyenvironmental or biological (e.g. mold, fungi, bacteria, viruses, and the byproducts of such organisms)assessment of the site, or identification of or prevention of pollutants, hazardous materials, or conditions.Other studies beyond the scope of this project would be required to evaluate the potential of suchcontamination or pollution.L:\work\projects\60190025\400_Technical\Geotechnical Investigation\R60190025_ReidGolfCourse_DTR_FINAL_3-31-2011.docx March 2011

AECOMFigureGeotechnical InvestigationDiagramMarch 2011

LegendApproximate Boring LocationsExisting ContoursExisting Storm SewerFairway BoundaryProposed Storm SewerProposed ContoursProposed TeeSprinkler HeadUtilities WaterValveUtilities BoxIrrigation LinesUtilities (Gas, Telephone, Power, Fiber, Private)Water LinesB-1Proposed BunkerProposed GreenIrrigation WiresPond 1B-2B-4B-3B-8B-5B-9Pond 2B-10B-11S KERNAN AVB-60 62.5 125FeetB-7E CALUMET STFigure 1Soil Boring Location DiagramReid Municipal Golf CourseAppleton, WisconsinMarch 2011

AECOMAppendix AAECOM StandardBoring Log ProceduresMarch 2011

AECOM Standard Boring Log ProceduresIn the process of obtaining and testing samples and preparing this report, standard procedures arefollowed regarding field logs, laboratory data sheets and samples.Field logs are prepared during performance of the drilling and sampling operations and are intended toessentially portray field occurrences, sampling locations and procedures.Samples obtained in the field are frequently subjected to additional testing and reclassification in thelaboratory by experienced geotechnical engineers, and as such, differences between the field logs andthe final logs may exist. The engineer preparing the report reviews the field logs, laboratory test data andclassifications, and using judgment and experience in interpreting this data, may make further changes. Itis common practice in the geotechnical engineering profession not to include field logs and laboratorydata sheets in engineering reports, because they do not represent the engineer's final opinions as toappropriate descriptions for conditions encountered in the exploration and testing work. Results oflaboratory tests are generally shown on the boring logs or are described in the text of the report, asappropriate.Samples taken in the field, some of which are later subjected to laboratory tests, are retained in ourlaboratory for sixty days and are then discarded unless special disposition is requested by our client.Samples retained over a long period of time, even in sealed jars, are subject to moisture loss whichchanges the apparent strength of cohesive soil, generally increasing the strength from what was originallyencountered in the field. Since they are then no longer representative of the moisture conditions initiallyencountered, observers of these samples should recognize this factor.

AECOMAppendix BAECOM General BoringLog NotesMarch 2011

AECOM General NotesDrilling and Sampling Symbols:SS : Split Spoon - 1-3/8" I.D. 2" O.D. (Unless otherwise noted) HS : Hollow Stem AugerST : Shelby Tube-2" O.D. (Unless otherwise noted)WS : Wash SamplePA : Power AugerFT : Fish TailDB : Diamond Bit-NX, BX, AXRB : Rock BitAS : Auger SampleBS : Bulk SampleJS : Jar SamplePM : Pressuremeter TestVS : Vane ShearGS : Giddings SamplerOS : Osterberg SamplerStandard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split spoon sampler,except where otherwise noted.Water Level Measurement Symbols:WL : Water LevelWS : While SamplingWD : While DrillingAB : After BoringWCI : Wet Cave InDCI : Dry Cave InBCR : Before Casing RemovalACR : After Casing RemovalWater levels indicated on the boring logs are the levels measured in the boring at the time indicated. In pervious soils, the indicatedelevations are considered reliable groundwater levels. In impervious soils, the accurate determination of groundwater elevationsmay not be possible, even after several days of observations; additional evidence of groundwater elevations must be sought.Gradation Description and Terminology:Coarse grained or granular soils have more than 50% of their dry weight retained on a #200 sieve; they are described as boulders,cobbles, gravel or sand. Fine grained soils have less than 50% of their dry weight retained on a #200 sieve; they are described asclay or clayey silt if they are cohesive and silt if they are non-cohesive. In addition to gradation, granular soils are defined on thebasis of their relative in-place density and fine grained soils on the basis of their strength or consistency and their plasticity.Major Component ofSampleSize RangeDescription of OtherComponents Present inSamplePercent Dry WeightBoulders Over 8 in. (200 mm) Trace 1-9Cobbles8 inches to 3 inches(200 mm to 75 mm)Little 10-19Gravel3 inches to #4 sieve(75 mm to 4.76 mm)Some 20-34Sand#4 to #200 sieve(4.76 mm to 0.074 mm)And 35-50SiltPassing #200 sieve(0.074 mm to 0.005 mm)ClaySmaller than 0.005 mmConsistency of Cohesive Soils:Relative Density of Granular Soils:Unconfined CompressiveStrength, Qu, tsfConsistency N-Blows per foot Relative Density80 Extremely Dense>8.00 Very Hard

AECOMAppendix CAECOM Boring LogsMarch 2011

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-1ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11DEPTH(FT)WLWLWL510152025ELEVATION(FT)SAMPLE NO.11A23456789101112SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSSSSSSSSSSSSSSSSSSSSSSURFACE ELEVATION 776'Topsoil: Silty Clay, trace fine sand and organics - dark brown -1.0 moist to wet (Topsoil: CL)8.025.0Note: 4" frost thickness (Driller's Observation)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - medium to hard (CL)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium to stiff (CL)Note: Trace wood encountered in Sample No. 11 (Driller'sObservation)End of BoringDESCRIPTION OF MATERIALBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/10/11BORING COMPLETED3/10/11RIG/FOREMAND-120/SES-JDUnit Dry Wt.LBS./FT. 3*PLASTICLIMIT %STANDARDPENETRATION BLOWS/FT.10 20 30 40 504Calibrated PenetrometerWATERCONTENT %LIQUIDLIMIT %10 20 30 40 50The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD***3****8**1010101211121514AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 6018492619*24**

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-2ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11DEPTH(FT)WLWLWL510152025ELEVATION(FT)SAMPLE NO.123456789101112SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSSSSSSSSSSSSSSSSSSSSURFACE ELEVATION 779'Topsoil: Silty Clay, trace fine sand and organics - dark brown -moist to wet (Topsoil: CL)1.98.025.0Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)Note: 0.1" thick, fine to medium sand seam encountered inSample No. 3Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium to stiff (CL)Note: 0.4" thick, silty fine sand seam encountered in SampleNo. 5End of BoringDESCRIPTION OF MATERIALBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/10/11BORING COMPLETED3/10/11RIG/FOREMAND-120/SES-JDUnit Dry Wt.LBS./FT. 3*PLASTICLIMIT %STANDARDPENETRATION BLOWS/FT.10 20 30 40 50Calibrated PenetrometerWATERCONTENT %LIQUIDLIMIT %10 20 30 40 50The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD******6*68*7991111131518AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 6018492620***

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-3ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)5ELEVATION(FT)SAMPLE NO.123SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSDESCRIPTION OF MATERIALSURFACE ELEVATION 786'Topsoil: Silty Clay, trace fine sand and organics - dark brown -moist to wet (Topsoil: CL)1.4Silty Clay, trace fine to coarse gravel - brown - moist to wet -very stiff to hard (CL)Note: 0.1" thick, fine to medium sand seam encountered inSample No. 3Unit Dry Wt.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %LIQUIDLIMIT %10 20 30 40 50STANDARDPENETRATION BLOWS/FT.10 20 30 40 501313*26*1045SSSS9.5Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - medium to very stiff (CL)16*274.5+*156S*14MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11WLWLWL207SS20.0End of BoringBoring advanced to 20.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/10/11BORING COMPLETED3/10/11RIG/FOREMAND-120/SES-JD*Calibrated PenetrometerThe stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD*9AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-4ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)ELEVATION(FT)SAMPLE NO.1SAMPLE TYPESAMPLE DISTANCERECOVERYSSDESCRIPTION OF MATERIALSURFACE ELEVATION 783'Topsoil: Silty Clay, trace fine sand - dark brown - moist to wet1.2 (Topsoil: CL)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)Unit Dry Wt.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %LIQUIDLIMIT %10 20 30 40 50STANDARDPENETRATION BLOWS/FT.10 20 30 40 509523SSSS14*26*1045SSSS9.5Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium (firm) to very stiff (CL)*1629*156SS9*MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11WLWLWL207SS20.0End of BoringBoring advanced to 20.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/8/11BORING COMPLETED3/8/11RIG/FOREMAND-120/SES-JD*Calibrated PenetrometerThe stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD*8AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-5ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)5ELEVATION(FT)SAMPLE NO.123SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSDESCRIPTION OF MATERIALSURFACE ELEVATION 788'Topsoil: Silty Clay, trace fine sand and roots - dark brown -moist to wet (Topsoil: CL)1.4Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)Unit Dry Wt.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %LIQUIDLIMIT %10 20 30 40 50STANDARDPENETRATION BLOWS/FT.10 20 30 40 5032224**1045SSSS2329**13.0Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium (firm) to stiff (CL)156SS*21MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11WLWLWL207SS20.0End of BoringBoring advanced to 20.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/7/11BORING COMPLETED3/7/11RIG/FOREMAND-120/SES-JD*Calibrated PenetrometerThe stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD*14AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-6ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)ELEVATION(FT)SAMPLE NO.1SAMPLE TYPESAMPLE DISTANCERECOVERYSSDESCRIPTION OF MATERIALSURFACE ELEVATION 789'Topsoil: Silty Clay, trace fine sand and roots - dark brown -moist to wet (Topsoil: CL)Unit Dry Wt.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %LIQUIDLIMIT %10 20 30 40 50STANDARDPENETRATION BLOWS/FT.10 20 30 40 506523SSSS2.0Note: 2" frost thickness (Driller's Observation)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)18*334.5+*1045SSSS9.5Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium (firm) to very stiff (CL)17*34 4.5+*156SS*9MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11WLWLWL207SS20.0End of BoringBoring advanced to 20.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/7/11BORING COMPLETED3/7/11RIG/FOREMAND-120/SES-JD*Calibrated PenetrometerThe stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD*9AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-7ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)5ELEVATION(FT)SAMPLE NO.123SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSDESCRIPTION OF MATERIALSURFACE ELEVATION 789'Topsoil: Silty Clay, trace fine sand and roots - dark brown -moist to wet (Topsoil: CL)1.4Note: 4" frost thickness (Driller's Observation)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)Note: Brown, dark brown, and gray mottling noted in SampleNo. 2Unit Dry Wt.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %LIQUIDLIMIT %10 20 30 40 50STANDARDPENETRATION BLOWS/FT.10 20 30 40 501011*254.5+*1045SSSS9.5Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium (firm) to stiff (CL)*1637 4.5+*156SS*7MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11WLWLWL207SS20.0End of BoringBoring advanced to 20.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/8/11BORING COMPLETED3/8/11RIG/FOREMAND-120/SES-JD*Calibrated PenetrometerThe stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD6*AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-8ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)5ELEVATION(FT)SAMPLE NO.123SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSSURFACE ELEVATION 788'Topsoil: Silty Clay, trace fine sand and roots - dark brown -moist to wet (Topsoil: CL)1.9DESCRIPTION OF MATERIALNote: 2" frost thickness (Driller's Observation)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)Note: 1" thick fine to medium sand seam encountered inSample No. 2Unit Dry Wt.LBS./FT. 3PLASTICLIMIT %LIQUIDLIMIT %STANDARDPENETRATION BLOWS/FT.10 20 30 40 506WATERCONTENT %10 20 30 40 50715**104567SSSSSSSS10.0Note: Tree root encountered in Sample No. 5Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist to wet - very stiff to medium (firm)(CL)Note: Sample No. 7 was disturbed due to coarse gravel insampler tip, no Qp obtained1514*1622**MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11WLWLWL15202589101112SSSSSSSSSS25.0End of BoringBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/8/11BORING COMPLETED3/8/11RIG/FOREMAND-120/SES-JD*Calibrated PenetrometerThe stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD22.7' AB****8891113*AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-9ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11DEPTH(FT)WLWLWL510152025ELEVATION(FT)SAMPLE NO.123456789101112SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSSSSSSSSSSSSSSSSSSSSURFACE ELEVATION 792'Fill: Silty Clay, trace fine to coarse gravel and fine to coarsesand, roots, and topsoil - brown, gray, and black - moist - hard(Fill: CL)6.016.025.0Note: 6" frost thickness (Driller's Observation)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)Note: Brown and gray mottling noted in Sample No. 1Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium (firm) to stiff (CL)End of BoringDESCRIPTION OF MATERIALBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/8/11BORING COMPLETED3/8/11RIG/FOREMAND-120/SES-JDUnit Dry Wt.LBS./FT. 3*PLASTICLIMIT %STANDARDPENETRATION BLOWS/FT.10 20 30 40 50Calibrated PenetrometerWATERCONTENT %LIQUIDLIMIT %10 20 30 40 50The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.NOT ENCOUNTERED WD**7781110*1212*154.5+ 42AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926*2424*****4.5+**70

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-10ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11DEPTH(FT)WLWLWL510152025ELEVATION(FT)SAMPLE NO.123456789101111A SS12SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSSSSSSSSSSSSSSSSSSSSURFACE ELEVATION 787'Topsoil: Silty Clay, little fine to medium sand - dark brown -moist to wet (Topsoil: CL)1.812.021.022.525.0Note: 2" frost thickness (Driller's Observation)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff to hard (CL)Note: 4" thick clayey silt layer encountered from 1.8' to 2.2';brown and gray mottling noted in Sample No. 2Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium (firm) to very stiff (CL)Silty Clay, little fine to medium sand, trace fine gravel - gray -wet - soft to medium (firm) (CL)Silty Clay, trace fine to coarse gravel and fine to coarse sand -gray - moist - medium (firm) (CL)End of BoringDESCRIPTION OF MATERIALBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/7/11BORING COMPLETED3/7/11RIG/FOREMAND-120/SES-JDUnit Dry Wt.LBS./FT. 3*PLASTICLIMIT %STANDARDPENETRATION BLOWS/FT.10 20 30 40 50Calibrated PenetrometerWATERCONTENT %LIQUIDLIMIT %10 20 30 40 50The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.21.0' WS20.0' AB**2*67* 3* **691012*1615*15AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 60184926*2524***

OWNER/CLIENTCity of AppletonPROJECT NAMEReid Municipal Golf Course Stormwater ManagementSITE LOCATIONAppleton, WisconsinLOG OF BORING NUMBER B-11ARCHITECT-ENGINEERAECOMUNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)5ELEVATION(FT)SAMPLE NO.122A3SAMPLE TYPESAMPLE DISTANCERECOVERYSSSSSSSSSURFACE ELEVATION 787'Topsoil: Silty Clay, trace fine sand and roots - dark brown(Topsoil: CL)1.93.54.0DESCRIPTION OF MATERIALNote: 2" frost thickness (Driller's Observation)Silty Clay, trace fine to coarse gravel and fine to coarse sand -brown - moist - very stiff (CL)Silty Clay, some fine to medium sand - brown - wet - soft (CL)Silt, little fine to medium sand and clay, trace fine gravel -brown - moist to wet - medium dense to dense (ML)Unit Dry Wt.LBS./FT. 3*PLASTICLIMIT %WATERCONTENT %LIQUIDLIMIT %10 20 30 40 50STANDARDPENETRATION BLOWS/FT.10 20 30 40 5088*394SS32MADISON AECOM 60190025-REID_GC_SW_PONDS.GPJ STS.GDT 3/25/11WLWLWL1015202556789101112SSSSSSSSSSSSSSSS10.025.0Silty Clay, trace fine to coarse gravel and fine to coarse sand -brownish gray to gray - moist - medium (firm) to stiff (CL)End of BoringBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with automatic hammer.Boring backfilled with bentonite chips and bentonite grout.BORING STARTED3/7/11BORING COMPLETED3/7/11RIG/FOREMAND-120/SES-JD*Calibrated PenetrometerThe stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.6.2' WS******8*99111116AECOM OFFICE 1350 Deming Way, Suite 100Middleton Middleton Wisconsin 53562ENTERED BYSHEET NO. OFLJE1 1APP'D BYAECOM JOB NO.JDW60190025 and 601849262325

AECOMAppendix DWDNR BoreholeAbandonment FormsMarch 2011

AECOMAppendix EAECOM Field andLaboratory Procedures• AECOM SubsurfaceExploration Procedures• AECOM SamplingProcedures• Laboratory Index TestProceduresMarch 2011

AECOM Field and Laboratory ProceduresSubsurface Exploration ProceduresHand-Auger Drilling (HA)In this procedure, a sampling device is driven into the soil by repeated blows of a sledge hammer or adrop hammer. When the sampler is driven to the desired sample depth, the soil sample is retrieved. Thehole is then advanced by manually turning the hand auger until the next sampling depth increment isreached. The hand auger drilling between sampling intervals also helps to clean and enlarge theborehole in preparation for obtaining the next sample.Power Auger Drilling (PA)In this type of drilling procedure, continuous flight augers are used to advance the boreholes. They areturned and hydraulically advanced by a truck, trailer or track-mounted unit as site accessibility dictates. Inauger drilling, casing and drilling mud are not required to maintain open boreholes.Hollow Stem Auger Drilling (HS)In this drilling procedure, continuous flight augers having open stems are used to advance the boreholes.The open stem allows the sampling tool to be used without removing the augers from the borehole.Hollow stem augers thus provide support to the sides of the borehole during the sampling operations.Rotary Drilling (RB)In employing rotary drilling methods, various cutting bits are used to advance the boreholes. In thisprocess, surface casing and/or drilling fluids are used to maintain open boreholes.Diamond Core Drilling (DB)Diamond core drilling is used to sample cemented formations. In this procedure, a double tube (or tripletube) core barrel with a diamond bit cuts an annular space around a cylindrical prism of the materialsampled. The sample is retrieved by a catcher just above the bit. Samples recovered by this procedureare placed in sturdy containers in sequential order.

AECOM Field and Laboratory ProceduresField Sampling ProceduresAuger Sampling (AS)In this procedure, soil samples are collected from cuttings off of the auger flights as they are removedfrom the ground. Such samples provide a general indication of subsurface conditions; however, they donot provide undisturbed samples, nor do they provide samples from discrete depths.Split-Barrel Sampling (SS) - (ASTM Standard D-1586-99)In the split-barrel sampling procedure, a 2-inch O.D. split barrel sampler is driven into the soil a distanceof 18 inches by means of a 140-pound hammer falling 30 inches. The value of the Standard PenetrationResistance is obtained by counting the number of blows of the hammer over the final 12 inches of driving.This value provides a qualitative indication of the in-place relative density of cohesionless soils. Theindication is qualitative only, however, since many factors can significantly affect the StandardPenetration Resistance Value, and direct correlation of results obtained by drill crews using different rigs,drilling procedures, and hammer-rod-spoon assemblies should not be made. A portion of the recoveredsample is placed in a sample jar and returned to the laboratory for further analysis and testing.Shelby Tube Sampling Procedure (ST) - ASTM Standard D-1587-94In the Shelby tube sampling procedure, a thin-walled steel seamless tube with a sharp cutting edge ispushed hydraulically into the soil and a relatively undisturbed sample is obtained. This procedure isgenerally employed in cohesive soils. The tubes are identified, sealed and carefully handled in the field toavoid excessive disturbance and are returned to the laboratory for extrusion and further analysis andtesting.Giddings Sampler (GS)This type of sampling device consists of 5-foot sections of thin-wall tubing which are capable of retrievingcontinuous columns of soil in 5-foot maximum increments. Because of a continuous slot in the samplingtubes, the sampler allows field determination of stratification boundaries and containerization of soilsamples from any sampling depth within the 5-foot interval.

AECOM Laboratory ProceduresWater Content (Wc)The water content of a soil is the ratio of the weight of water in a given soil mass to the weight of the drysoil. Water content is generally expressed as a percentage.Hand Penetrometer (Qp)In the hand penetrometer test, the unconfined compressive strength of a soil is determined, to amaximum value of 4.5 tons per square foot (tsf) or 7.0 tsf depending on the testing device utilized, bymeasuring the resistance of the soil sample to penetration by a small, spring-calibrated cylinder. Thehand penetrometer test has been carefully correlated with unconfined compressive strength tests, andthereby provides a useful and a relatively simple testing procedure in which soil strength can be quicklyand easily estimated.Unconfined Compression Tests (Qu)In the unconfined compression strength test, an undisturbed prism of soil is loaded axially until failure oruntil 20% strain has been reached, whichever occurs first.Dry Density (γd)The dry density is a measure of the amount of solids in a unit volume of soil. Use of this value is oftenmade when measuring the degree of compaction of a soil.Classification of SamplesIn conjunction with the sample testing program, all soil samples are examined in our laboratory andvisually classified on the basis of their texture and plasticity in accordance with the STS Soil ClassificationSystem which is described on a separate sheet. The soil descriptions on the boring logs are derived fromthis system as well as the component gradation terminology, consistency of cohesive soils and relativedensity of granular soils as described on a separate sheet entitled "STS General Notes". The estimatedgroup symbols included in parentheses following the soil descriptions on the boring logs are in generalconformance with the Unified Soil Classification System (USCS) which serves as the basis of the STSSoil Classification System.

AECOMAppendix FAECOM GeotechnicalTest Results• Atterberg Limit TestResultsMarch 2011

47LIQUID AND PLASTIC LIMITS TEST REPORT60Dashed line indicates the approximateupper limit boundary for natural soilsPLASTICITY INDEX50403020CL or OL CH or OH10CL-MLML or OLMH or OH00 10 20 30 40 50 60 70 80 90 100 110LIQUID LIMITSYMBOLSOURCESOIL DATANATURALSAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITYNO. CONTENT LIMIT LIMIT INDEX(%) (%) (%) (%)USCSB-8 S-4 6.0'-8.0' 15 37 22 CLClient:Project:REID GC STORMWATER MANAGEMENTProject No.:60184926FigureTested By: BOB PEETERS

47LIQUID AND PLASTIC LIMITS TEST REPORT60Dashed line indicates the approximateupper limit boundary for natural soilsPLASTICITY INDEX50403020CL or OL CH or OH10CL-MLML or OLMH or OH00 10 20 30 40 50 60 70 80 90 100 110LIQUID LIMITSYMBOLSOURCESOIL DATANATURALSAMPLE DEPTH WATER PLASTIC LIQUID PLASTICITYNO. CONTENT LIMIT LIMIT INDEX(%) (%) (%) (%)USCSB-11 S-7 12.0'-14.0' 14 32 18 CLClient:Project:REID GC STORMWATER MANAGEMENTProject No.:60184926FigureTested By: BOB PEETERS

AECOMAppendix GAECOM SoilClassification SystemMarch 2011

AECOM Soil Classification System (1)1. See AECOM General Notes for component gradation terminology, consistency of cohesive soils and relativedensity of granular soils.2. Reference: Unified Soil Classification Systems3. Borderline classifications, used for soils possessing characteristics of two groups, are designated bycombinations of group symbols. For example: GW-GC, well-graded gravel-sand mixture with clay binder.

AECOMAppendix HAECOM EarthworkGuidelineMarch 2011

AECOM Earthwork GuidelinesFill or backfill required on the project should consist of a non-frozen, non-organic granular material,aggregate or natural soil that is free of debris and particles larger than 25 percent of the loose liftthickness. The natural water content of cohesive fill soil at the time of compaction should generally bewithin -2 to +4 percent of the optimum water content determined by the proctor test. Difficulty in obtainingthe desired degree of compaction is expected for soil that is too dry or too wet. The water content shouldbe adjusted by sprinkling if too dry or by scarifying and aerating if too wet. Blending with an additive suchas fly ash or drier soil may also help produce an acceptable water content.Fill or backfill which is relatively uniform should be used on the project. Non-uniform materials or mixingtwo or more materials will reduce the degree of certainty in the test results and will tend to cause variablecompressibility of the fill.Fill or backfill should be placed on a firm, checked subgrade in horizontal lifts with a loose thickness notgreater than 12 inches for granular material and 9 inches for cohesive soil. It should then be compactedwith equipment that is suited to the soil type and compaction requirements. Normally, vibratory roller orplate compactors are better suited for granular soils, while a sheepsfoot or other "kneading" type ofcompactors are more effective in cohesive soils. Lighter, hand-propelled compactors should generally beutilized to compact backfill within 5 feet of structures unless the structure is designed to resist expectedlateral pressures from use of heavier compactors. When using lighter, hand-propelled compactors, amaximum loose lift thickness of 8 inches should be used for granular material and 6 inches for cohesivesoil.Unless stated otherwise in the report text, fill or backfill that supports foundations, floor slabs that areloaded in excess of 400 psf, and roadway pavement that is subjected to concentrated automobile or trucktraffic should be compacted to a dry density of 95% or more of the maximum dry density determined bymodified Proctor tests (ASTM D-1557) on representative samples of the fill material. Fill or backfill thatsupports lightly loaded floor slabs, sidewalks or pavement that is subjected to dispersed automobile trafficshould be compacted to a dry density of 90% or more of the maximum dry density determined bymodified Proctor tests on representative samples of the fill material. Compaction tests may be consideredsatisfactory if the average of five consecutive tests on similarly compacted material exceeds the requiredcompaction and no individual test is more than 2% below the required percentage of compaction.Proper compaction is generally difficult to achieve near the edge of a slope or embankment fill due to lackof confinement. For this reason, we recommend that the compacted fill or backfill zone extendhorizontally beyond the edge of foundations a minimum of 1 foot at the subgrade level and then withdepth at a minimum slope of 1 horizontal to 1 vertical.Fill material acceptability, subgrade preparation and testing for suitability, fill placement and fillcompaction should be monitored continuously or at least regularly by a qualified soils technician whomreports to the geotechnical engineer for the project. Compaction density for structural fill should be testedat a minimum frequency of once per 5000 ft 2 of fill area or once per 200 yd 3 of compacted material placedunless stated otherwise in our report. In non-structural fill areas, testing frequencies may be reduced inhalf.

AECOMAppendix IAECOM ChangedConditions ClauseMarch 2011

AECOM Changed Conditions ClauseDiffering Site ConditionsThe owner had a subsurface exploration and testing program performed by a geotechnical consultant.The results of this program are contained in the consultant's report. The consultant's report presentsconclusions on the subsurface conditions based on their interpretation of the data obtained in theexploration. The contractor acknowledges that they have reviewed the consultant's report and anyaddenda thereto, and that their bid for earthwork operations is based on the subsurface conditions, asdescribed in that report. The contract parties recognize that a subsurface exploration does not discloseall conditions as they actually exist and further, conditions may change, particularly groundwaterconditions, between the time of subsurface exploration and the time of subsurface constructionoperations. In recognition of these facts, this clause is made part of the contract and provides a means ofequitable additional compensation to the contractor if adverse unanticipated conditions are encounteredand found to be materially different than reasonable expected as represented in the contract documents.If at any time during earthwork, paving, foundation, and underground construction operations, thecontractor encounters conditions that they consider to be materially different than those anticipated by thegeotechnical consultant's report, contractor shall promptly and before such conditions are disturbed notifythe owner's representative in writing of the condition and shall explain: (1) how subsurface or latentphysical conditions at the site differ materially from those indicated in the contract, or, (2) what unknownphysical conditions were encountered that are of an unusual nature and differ materially from thoseordinarily encountered and generally recognized as inherent in work of the character provided for in thiscontract. The owner's representative will promptly initiate an investigation of the alleged differing siteconditions. The contractor will provide access to the conditions and fully cooperate with the investigation.Upon completion, the owner’s representative will issue a findings report with a recommendation on merit.Conversely, if owner’s representative observes subsurface conditions which are different than thoseanticipated by the foundation consultant's report, he will also promptly notify the contractor. If a differingsite condition claim has been found to have merit, negotiations will commence between the owner andthe contractor to arrive at an equitable change in contract price for the necessary additional work or forreduction in work because of the unanticipated conditions. The contractor agrees that unit prices listed inthe bid are applicable in computing equitable adjustments for additional or reduced work under thecontract. For changed conditions for which unit prices are not listed, the additional work will be paid for ona time and material basis.

Submitted to: Submitted by:AECOM WaterAECOM SPGMiddleton, WIMiddleton, WIFebruary 2012Subsurface Exploration and GeotechnicalEngineering Analysis – Reid Municipal GolfCourse Replacement Bridges – Appleton, WI

AECOMiContents1.0 Project Overview ............................................................................................................. 1-12.0 Exploration Procedures.................................................................................................. 2-12.1 Boring Layout and Survey Procedures ............................................................................... 2-12.2 Drilling and Sampling Procedures ....................................................................................... 2-12.3 Laboratory Procedures ........................................................................................................ 2-13.0 Exploration Results ........................................................................................................ 3-13.1 Site Conditions ..................................................................................................................... 3-13.2 Subsurface Conditions......................................................................................................... 3-13.3 Groundwater Conditions ...................................................................................................... 3-24.0 Analysis and Recommendations .................................................................................. 4-14.1 Foundation Recommendations ........................................................................................... 4-14.2 Abutments ............................................................................................................................ 4-24.3 Construction Considerations ............................................................................................... 4-35.0 General Qualifications .................................................................................................... 5-1FiguresFigure 1 – Soil Boring Location DiagramL:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOMiiList of AppendicesAppendix A AECOM Standard Boring Log ProceduresAppendix B AECOM General Boring Log NotesAppendix C AECOM Boring LogsAppendix D WDNR Borehole Abandonment FormsAppendix E AECOM Field and Laboratory Procedures• AECOM Subsurface Exploration Procedures• AECOM Sampling Procedures• Laboratory Index Test ProceduresAppendix F AECOM Soil Classification SystemAppendix G AECOM Earthwork GuidelineAppendix H AECOM Changed Conditions ClauseL:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM1-11.0 Project OverviewThe City of Appleton has engaged AECOM to design two detention basins and the naturalization of anexisting concrete lined channel at the Reid Municipal Golf Course. The course is bounded by Fremont,Carpenter and Calumet Streets and Kernan Avenue in Appleton, Wisconsin. The channel naturalizationphase will include the replacement of three (3) existing pedestrian bridges that cross the concretechannel. The locations of the replacement bridges are shown on the Soil Boring Location Diagram(Figure 1) in the Appendix.We anticipate that foundation support for the replacement bridges will be provided by shallowfoundations if the soil conditions are suitable. The design of the foundations will be completed in generalaccordance with the 2011 Wisconsin Department of Transportation (WisDOT) Bridge Manualrequirements (Load Resistance Factor Design (LRFD) methodology). Anticipated design loads have notbeen provided to AECOM at the time of this report; however, we anticipate that the bridge will supportmostly pedestrian and golf cart traffic, and therefore be relatively light to moderately loaded.The purposes of this report are to describe the subsurface conditions encountered in the borings,evaluate the subsurface information with respect to the proposed construction, and presentrecommendations regarding the design and construction of the Reid Golf Course replacement bridges.AECOM previously completed a subsurface investigation at the site in March 2011 as part of thedetention basin design phase of the project. This report incorporates the results of the March 2011investigation as applicable.L:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM2-12.0 Exploration Procedures2.1 Boring Layout and Survey ProceduresThree (3) soil borings were selected by AECOM and located in the field by a City of Appletonrepresentative at the approximate locations shown on the Soil Boring Location Diagram (Figure 1). Thesoil borings were generally located as near as possible to each of the three existing bridges that cross theconcrete lined channel. The ground surface elevation at each boring location was estimated based onhistorical topographic contours at the site.2.2 Drilling and Sampling ProceduresThe borings were completed by a two-person Subsurface Exploration Services, LLC (SES) drill crewusing an all-terrain D-120 drill rig on January 16, 2012. The borings were advanced using continuoussolid stem flight augers to the boring termination depths (25 feet). Soil sampling was generallyperformed at 2 ½ foot intervals to the termination depth. Representative soil samples were obtainedusing split-spoon sampling techniques in general accordance with ASTM D 1586, “Standard Test Methodfor Penetration Test and Split-Barrel Sampling of Soils.” A more detailed explanation of both the drillingand sampling procedures used is included in Appendix E.A log of the soil samples obtained from the borings was maintained by the drill crew. Soil samples weresealed in the field and returned to our Middleton, Wisconsin laboratory for further classification andtesting. Water level observations made in the open borehole are noted on the lower left hand corner ofthe boring logs. Upon completion, the borings were backfilled in general accordance with WisconsinDepartment of Natural Resource (WDNR) regulations. Copies of the borehole abandonment forms areincluded in Appendix D.2.3 Laboratory ProceduresThe soil samples were visually examined by a Geotechnical Engineer on the basis of texture andplasticity in accordance with the AECOM Soil Classification System, which is included in Appendix F.The estimated group symbol included in parentheses following the soil descriptions on the boring logs isin general conformance with the Unified Soil Classification System, which serves as the basis of theAECOM Soil Classification System. A brief explanation of the classification of soil samples is included inthe AECOM Field and Laboratory Procedures in Appendix E of this report.Calibrated penetrometer and moisture content tests were performed on representative portions ofselected cohesive soil samples. Results of the field and laboratory tests were then described on theboring logs which are contained in Appendix C.The procedures utilized in preparing the final boring logs from the field logs and laboratory test data aredescribed on the sheets entitled “AECOM Field and Laboratory Procedures” which are included inAppendix E. Soil samples recovered from the borings will be retained in our laboratory for a period of 90days after which they will be discarded unless specific instructions as to their disposition are received.L:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM3-13.0 Exploration Results3.1 Site ConditionsThe channel naturalization project is located in the east central section of the existing Reid Municipal GolfCourse near holes 10, 12, and 13. The existing concrete lined channel extends north from FremontStreet towards the southeast corner of the course near Kernan Avenue. Three (3) existing bridges, usedpredominantly for pedestrian and golf cart traffic, cross the channel at the locations shown on the SoilBoring Location Diagram (Figure 1). These bridges will be replaced as part of the channel naturalizationproject. Based on historical topographic data, there is as approximately 4 to 7 feet of topographic reliefbetween boring locations.Based on the results of the March 2011 investigation, the subsurface profile in the southern half of thegolf course consisted predominantly of native brown to brownish gray silty clay with a medium (firm) tohard consistency. The depth to the static groundwater table was estimated to range from approximately8 to 16 feet based on the observed color transition from brown to brownish gray.3.2 Subsurface ConditionsBased on the results of the borings, the subsurface profile in the area of the proposed bridgereplacements was consistent with the results of the March 2011 investigation, and generally consisted ofa thin veneer of topsoil at the surface, underlain by native moderate strength silty clay to the boringtermination depths. The subsurface profile is described in more detail below.Approximately 3 to 4 inches of clayey topsoil was encountered at the surface in all of the borings. Thetopsoil was underlain by native brown to grayish brown silty clay (CL) with traces of fine-grained graveland fine to coarse sand to the boring termination depths. The consistency of the native silty clay wastypically in the medium (firm) to very stiff range based on the unconfined compressive strength testresults estimated from the calibrated penetrometer. The moisture contents of representative silty claysamples ranged from approximately 18 to 28 percent.A relatively thin layer of black and gray fibrous peat (PT) with a little silty clay was encountered in boringB-2-2012 from 21 to 22.5 feet. The consistency of the peat was very soft and the moisture content wasapproximately 256 percent, indicating that the fibrous peat deposit is moderately to highly compressible.Peat deposits were not encountered in borings B-1-2012 or B-3-2012. Additionally, peat deposits werenot encountered in any of the previous borings completed at the site. Thus, it is our opinion that the peatdeposit observed in boring B-2-2012 is likely a discontinuous pocket of organic material, possibly theresult of a decaying tree root or other plant mass.Additional variations to the above generalized soil profile were noted. Refer to the individual boring logsin Appendix C for specific information. It should be noted that the stratification lines indicated on theboring logs were selected on the basis of laboratory tests, field logs, and visual observations of therecovered samples. The stratification lines that occur on the boring logs are in some cases estimated; insitu,the transition between soil types in both the horizontal and vertical directions may be gradual.L:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM3-23.3 Groundwater ConditionsA summary of the groundwater level measurements obtained during drilling operations is presented inTable 1 below.BoringNo.Table 1Groundwater Level Measurement SummaryDepth to Groundwater(feet)While Drilling and/or Sampling After BoringB-1-2012 2.5 (Perched) 15.8B-2-2012 7.5 (Perched) 16.9B-3-2012 Not Encountered Not EncounteredThe groundwater encountered while drilling and sampling was generally observed after interceptingseams of sand within the native silty clay. As a result, the groundwater measurements obtained afterboring completion may be indicative of perched water that had drained into the borehole. Given thepredominantly cohesive nature of the site soils, we anticipate that the groundwater level measurementsare likely indicative of perched water conditions and are not necessarily indicative of the long termposition of the local groundwater table.Instead, one method commonly used to estimate the groundwater level in low permeability cohesive soilsis to observe the depth where the soil color changes from brown to gray. A change from brown to graytypically reflects oxidation of the soil above the groundwater table. The color transition between thebrown and more grayish brown silty clay soils was typically observed at depths ranging from 12 to 14.5feet (756 to 746.5 feet).Groundwater level fluctuations may occur with time and seasonal change due to variations inprecipitation, evaporation, surface water runoff, and local dewatering. Perched water pockets and ahigher water table level may also be encountered during wet weather periods. A more accuratedetermination of the long-term groundwater table could be obtained by installing groundwater monitoringwells and making periodic measurements over time.L:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM4-14.0 Analysis and Recommendations4.1 Foundation RecommendationsDesign loads were not provided at the time of this report; however, based on the current bridge usage,we anticipate that the replacement bridges will be lightly to moderately loaded structures supportingpredominantly pedestrian and golf cart traffic. Based on the results of the borings completed as part ofthis investigation, we anticipate that the proposed replacement bridges can be supported on shallowspread footings bearing at typical frost depths on the native medium (firm) to very stiff silty clay.Recommendations for the design of shallow spread foundations are provided below. Therecommendations are based on LRFD methods in accordance with the 2011 Wisconsin Department ofTransportation (WisDOT) Bridge Manual and the 2010 American Association of Highway TransportationOfficials (AASHTO) Bridge Design Specifications, 5 th edition. The recommended resistance factors forgeotechnical resistance of shallow foundations at the strength limit state are summarized in Table 2.Table 2Resistance Factors for Geotechnical Resistance of Shallow Foundations at the StrengthLimit StateMethod/Soil ConditionResistanceFactorBearing Resistance φ b Semi-empirical methods (Meyerhof, 1957), all soils 0.45Slidingφ τ Cast-in-Place or Precast Concrete on Clay 0.85φ ep Passive earth pressure component of sliding resistance 0.50Note: After Table 10.5.5.2.2-1 of the 2010 AASHTO LRFD Bridge Design Specifications, 5 th editionFootings designed to bear directly on the medium (firm) to very stiff clay soils or on newly-placedstructural soil fill or flowable cementitious fill used to backfill overexcavations, should be proportioned fora maximum allowable soil bearing pressure of 2,000 pounds per square foot (psf). The net allowable soilbearing pressure is that pressure in excess of the final minimum adjacent overburden pressure. The netfactored bearing resistance was determined using a bearing resistance factor of 0.45 in accordance withTable 10.5.5.2.2-1 of the 2010 AASHTO LRFD Bridge Design Specifications, 5 th edition. The nominalbearing resistance is 4500 psf.If any unsuitable soils are encountered at the proposed bottom of footing elevation, the excavationcould be extended through the unsuitable material until suitable bearing soils are encountered. Thefootings could then be constructed at this lower elevation, or the overexcavation could be backfilledto the design bottom of footing elevation using structural soil fill or flowable cementitious fill.Where structural soil fill is used, the overexcavation should extend at least 1-foot beyond all edges of thefooting for each vertical foot of undercut. For example, a 2-foot overexcavation for a 2-foot wide footingwould require the excavation to be 6 feet wide at the base, not accounting for sloping or benching.Structural fill below new foundation elements should consist of a well-graded select granular material(SP, SP-SM, or SM) with a maximum particle diameter of 1.5 inches and 5 percent to 15 percent byweight passing the No. 200 sieve. Structural fill should be placed in thin lifts, not exceeding 9 inches inloose thickness, and be compacted to a minimum of 95% of the maximum dry density, as determined byASTM D 1557, modified Proctor test.L:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM4-2If flowable cementitious fill is used to backfill the overexcavations, it will not be necessary to extendthe overexcavation horizontally. Instead, overexcavations backfilled with flowable cementitious fillneed only be 1 foot wider at the base than the footing it supports. Using flowable cementitious fill willreduce the volume of lateral overexcavation required and eliminate the need for compaction of thematerial in lifts. The flowable fill should have sufficient Portland cement and/or fly ash content toachieve an unconfined compressive strength of at least 150 to 200 pounds per square inch (psi)within 7 days.Footings should be supported at a minimum depth of 5 feet below final grade for frost considerations.The minimum width of continuous footings should be 18 inches, and the minimum dimension of individualspread footings be no less than 30 inches to prevent disproportionately small footing sizes.Care should be exercised so that the soils at the base of the foundation excavations are not disturbed.Water should not be allowed to pond on the surface of the bearing soils, as this could cause a softeningof the subgrade, particularly when subjected to construction traffic. AECOM strongly recommends thatthe soils at the base of the foundation excavations be observed and tested by an AECOM geotechnicalengineer or a qualified AECOM representative to observe and check that the foundation subgrade soilsare similar in type and consistency to those encountered in the borings, and are suitable for support ofthe foundations. This observation program is also an important check that the subgrade soils have notbeen unduly disturbed as a result of construction activities.Design loads were not provided at the time of this report. An estimate of total and differential settlementcan be provided once loading information for the bridge replacements is available.4.2 AbutmentsAbutments should be designed to resist lateral earth pressures associated with the backfill placedbehind them. The abutment walls should be designed using the parameters presented in Table 3.The walls should be designed using the “at-rest” lateral earth pressure parameters, assuming the topof the wall is restrained. Additionally, the abutment walls may be required to resist sliding.Table 3Recommended Abutment Wall Design ParametersTotal Unit Weight of Backfill (γ)125 pcfAngle of Internal Friction (Φ) 34ºAt-Rest Pressure Coefficient, (K o ) 0.44Active Earth Pressure Coefficient, (K a ) 0.29Passive Earth Pressure Coefficient (K p ) 1.5Coefficient of Friction Between Concrete and Soil 0.30Total Unit Weight of Water (γ w )62.4 pcfThe values presented in Table 3 assume that the walls are vertical, that adequate drainage isprovided, and that a clean, free-draining granular fill containing less than 5 percent by weight passingthe No. 200 sieve and complying with the requirements for WisDOT Coarse Aggregate No. 1 as givenin Section 501.3.6.4.5 of the WisDOT Standard Specifications for Road and Bridge Construction isused as backfill behind the wall.A resistance factor of 0.5 has been applied to the recommended passive earth pressure coefficient inaccordance with Table 10.5.5.2.2-1 of the 2010 AASHTO LRFD Bridge Design Specifications, 5 thedition to account for the large strains required to mobilize the full passive pressure resistance. AL:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM4-3resistance factor of 0.85 should be applied to the nominal sliding resistance in accordance with Table10.5.5.2.2-1 of the 2010 AASHTO LRFD Bridge Design Specifications, 5 th edition.Surcharge loads within a zone defined by a line extending from a 45 degree angle above the base ofthe wall should also be included in the design. Lateral surcharge stresses can be calculated using aconstant pressure distribution with depth and using a lateral earth pressure coefficient of 0.44 timesthe actual surcharge stress. The size of the compactor used behind the wall should be limited to lessthan 500 pounds to minimize stresses on the wall. The backfill should be compacted to a minimum of95 percent of the maximum dry density as determined as determined by AASHTO T99 StandardMethod of Test for Moisture-Density Relations of Soils.Drainage should be provided behind the abutments to prevent the buildup of hydrostatic pressures. Asnoted above, a free-draining granular drainage aggregate conforming to the WisDOT requirements forCoarse Aggregate No. 1 should be placed within 2 feet of the back face of the wall. To prevent themigration of fines from the native cohesive soils into the drainage aggregate, the drainage aggregateand the subgrade soils should be separated by using a non-woven, high survivability, geotextile fabricwith an apparent opening size (AOS) in the range of 70 to 100. Drainage pipes should be installedalong the perimeter of the wall, slightly above the footing and just behind the back face of the wall, andallowed to drain by gravity. The drainage pipes should consist of 4 or 6-inch diameter perforated pipewrapped in a non-woven, high survivability geotextile, and embedded in the drainage aggregate.We recommend that a clay cap or other relatively impermeable barrier should be placed above thegranular backfill at the surface to minimize surface water infiltration into the free-draining backfill. Theclay material should be placed according to the Earthwork Guideline specifications contained inAppendix G. The cap should extend from final grade to a depth of at least 2 feet. The clay cap shouldslope away from the structure at a minimum 2% grade. Bituminous or Portland cement concrete (i.e.,walkways and drives) could also serve to reduce surface water infiltration.4.3 Construction ConsiderationsBased on the results of the subsurface investigation, shallow excavations to construct the replacementbridges should not intercept the static groundwater table. However, some localized seepage may beencountered due to perched water within seams of more granular material, or during seasonally highgroundwater conditions. Due to the predominantly fine-grained nature of the site soils, we anticipate thata properly placed sump pit and pump system should be sufficient to control seepage and to remove anyaccumulating water. The number of pumps and sump pits will depend on the size of the excavation.Considerations for subgrade protection and improvement, if necessary, are discussed in Appendix G.Subgrade exposure time to wet conditions should be minimized. Water accumulations on exposedsubgrade soils are detrimental and should be removed promptly.All excavations which extend greater than 5 feet in depth should be advanced in accordance with OSHAregulations with properly sloped or braced sides to prevent excavation instability. Excavation safety isthe responsibility of the contractor; however, based on the soil boring data, we expect that the majority ofexcavations will be completed within the native medium (firm) to very stiff silty clay soils. The native siltyclay soils are classified as Type B within the OSHA regulations. OSHA recommends a maximum slopeinclination of 1H:1V for Type B soils. Thus, we recommend that temporary excavation sides at the sitebe planned with a slope of 1H:1V or flatter to prevent excavation instability. Material stockpiles or heavyequipment should not be placed near the edge of the excavation slopes. The actual stable slope angleshould be determined during construction and will depend upon the loading, soil, and groundwaterconditions encountered.L:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOM5-15.0 General QualificationsThis report has been prepared in general accordance with normally accepted geotechnical engineeringpractices to aid in the evaluation of this site and to assist our Client in the design of this project. We haveprepared this report for the purpose intended by our Client, and reliance on its contents by anyone otherthan our Client is done at the sole risk of the user. No other warranty, either expressed or implied, ismade. The scope is limited to the specific project and location described herein, and our description ofthe project represents our understanding of the significant aspects relevant to the geotechnicalcharacteristics. In the event that any changes in the design or location of the facilities as outlined in thisreport are planned, we should be informed so that the changes can be reviewed and the conclusions ofthis report modified, as necessary, in writing by the Geotechnical Engineer. As a check, we recommendthat we be authorized to review the project plans and specifications to confirm that the recommendationscontained in this report have been interpreted in accordance with our intent. Without this review, we willnot be responsible for the misinterpretation of our data, our analysis, and/or our recommendations, norhow these are incorporated into the final design.The analysis and recommendations submitted in this report are based on the data obtained from the soilborings performed at the locations indicated on the location diagram and from the information discussedin this report. This report does not reflect any variations which may occur between the borings. In theperformance of subsurface explorations, specific information is obtained at specific locations at specifictimes. However, it is a well known fact that variations in soil and rock conditions exist on most sitesbetween boring locations and that seasonal and annual fluctuations in groundwater levels will likelyoccur. The nature and extent of variations may not become evident until the course of construction. Ifvariations then appear evident, it will be necessary for a re-evaluation of the recommendations containedin this report after performing on-site observations during the construction period and noting thecharacteristics of the variations.The Geotechnical Engineer of Record is the Professional Engineer who authored the geotechnicalreport. It is recommended that all construction operations dealing with earthwork and foundations beobserved by the Geotechnical Engineer of Record or the Geotechnical Engineer’s appointedrepresentative to confirm that the design requirements are fulfilled in the actual construction. For someprojects, this may be required by the governing building code.The scope of services for this project does not include either specifically or by implication anyenvironmental or biological (e.g. mold, fungi, bacteria, viruses, and the byproducts of such organisms)assessment of the site, or identification of or prevention of pollutants, hazardous materials, or conditions.Other studies beyond the scope of this project would be required to evaluate the potential of suchcontamination or pollution.L:\work\projects\60241262\400_Technical\Geotechnical\R60241262_ReidGolfCourse_DTR_FINAL_2-8-2012.docx February 2012

AECOMFigureSoil Boring LocationDiagramFebruary 2012

AECOMAppendix AAECOM StandardBoring Log ProceduresFebruary 2012

AECOM Standard Boring Log ProceduresIn the process of obtaining and testing samples and preparing this report, standard procedures arefollowed regarding field logs, laboratory data sheets and samples.Field logs are prepared during performance of the drilling and sampling operations and are intended toessentially portray field occurrences, sampling locations and procedures.Samples obtained in the field are frequently subjected to additional testing and reclassification in thelaboratory by experienced geotechnical engineers, and as such, differences between the field logs andthe final logs may exist. The engineer preparing the report reviews the field logs, laboratory test data andclassifications, and using judgment and experience in interpreting this data, may make further changes. Itis common practice in the geotechnical engineering profession not to include field logs and laboratorydata sheets in engineering reports, because they do not represent the engineer's final opinions as toappropriate descriptions for conditions encountered in the exploration and testing work. Results oflaboratory tests are generally shown on the boring logs or are described in the text of the report, asappropriate.Samples taken in the field, some of which are later subjected to laboratory tests, are retained in ourlaboratory for sixty days and are then discarded unless special disposition is requested by our client.Samples retained over a long period of time, even in sealed jars, are subject to moisture loss whichchanges the apparent strength of cohesive soil, generally increasing the strength from what was originallyencountered in the field. Since they are then no longer representative of the moisture conditions initiallyencountered, observers of these samples should recognize this factor.

AECOMAppendix BAECOM General BoringLog NotesFebruary 2012

AECOM General NotesDrilling and Sampling Symbols:SS : Split Spoon - 1-3/8" I.D. 2" O.D. (Unless otherwise noted) HS : Hollow Stem AugerST : Shelby Tube-2" O.D. (Unless otherwise noted)WS : Wash SamplePA : Power AugerFT : Fish TailDB : Diamond Bit-NX, BX, AXRB : Rock BitAS : Auger SampleBS : Bulk SampleJS : Jar SamplePM : Pressuremeter TestVS : Vane ShearGS : Giddings SamplerOS : Osterberg SamplerStandard "N" Penetration: Blows per foot of a 140 pound hammer falling 30 inches on a 2 inch O.D. split spoon sampler,except where otherwise noted.Water Level Measurement Symbols:WL : Water LevelWS : While SamplingWD : While DrillingAB : After BoringWCI : Wet Cave InDCI : Dry Cave InBCR : Before Casing RemovalACR : After Casing RemovalWater levels indicated on the boring logs are the levels measured in the boring at the time indicated. In pervious soils, the indicatedelevations are considered reliable groundwater levels. In impervious soils, the accurate determination of groundwater elevationsmay not be possible, even after several days of observations; additional evidence of groundwater elevations must be sought.Gradation Description and Terminology:Coarse grained or granular soils have more than 50% of their dry weight retained on a #200 sieve; they are described as boulders,cobbles, gravel or sand. Fine grained soils have less than 50% of their dry weight retained on a #200 sieve; they are described asclay or clayey silt if they are cohesive and silt if they are non-cohesive. In addition to gradation, granular soils are defined on thebasis of their relative in-place density and fine grained soils on the basis of their strength or consistency and their plasticity.Major Component ofSampleSize RangeDescription of OtherComponents Present inSamplePercent Dry WeightBoulders Over 8 in. (200 mm) Trace 1-9Cobbles8 inches to 3 inches(200 mm to 75 mm)Little 10-19Gravel3 inches to #4 sieve(75 mm to 4.76 mm)Some 20-34Sand#4 to #200 sieve(4.76 mm to 0.074 mm)And 35-50SiltPassing #200 sieve(0.074 mm to 0.005 mm)ClaySmaller than 0.005 mmConsistency of Cohesive Soils:Relative Density of Granular Soils:Unconfined CompressiveStrength, Qu, tsfConsistency N-Blows per foot Relative Density80 Extremely Dense>8.00 Very Hard

AECOMAppendix CAECOM Boring LogsFebruary 2012

SITE LOCATIONAppleton, WICLIENTCity of AppletonPROJECT NAMEReid Golf Course BridgesLOG OF BORING NUMBERARCHITECT-ENGINEERAECOMB-1-2012UNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)ELEVATION(FT)SAMPLE NO.12SAMPLE TYPESSSSSAMPLE DISTANCERECOVERYDESCRIPTION OF MATERIALSURFACE ELEVATION 762'0.3 3" Topsoil, 4" Frost(Driller's Observation)Silty Clay, trace fine gravel and fine to coarse sand -brown to grayish brown - moist - medium (firm) to stiff (CL)UNIT DRY WT.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %10 20 30 40 50STANDARDPENETRATION BLOWS/(FT)10 20 30 40 5058**LIQUIDLIMIT %5.03SS*710.045SSSS*78*15.067SSSS14.5Silty Clay, trace fine gravel and fine to coarse sand -grayish brown - moist - stiff to very stiff (CL)9**22AECOM LOG 60241262-REID GOLF COURSE BRIDGES.GPJ FS_DATATEMPLATE.GDT 1/31/1220.025.0NORTHINGEASTINGWL8910SSSSSS25.0Note: Tree root encountered in Sample No. 10End of BoringBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with an automtaichammer.Boring backfilled with bentonite chips.The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.2.5' WS, 15.8' ABBORING STARTED1/16/12BORING COMPLETED1/16/12RIG/FOREMAND-120/BZ*AECOM OFFICEENTERED BYLJEAPP'D BYJDW8***1312Calibrated PenetrometerMiddletonSHEET NO. OF1 1AECOM JOB NO.60241262

SITE LOCATIONAppleton, WICLIENTCity of AppletonPROJECT NAMEReid Golf Course BridgesLOG OF BORING NUMBERARCHITECT-ENGINEERAECOMB-2-2012UNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)ELEVATION(FT)SAMPLE NO.12SAMPLE TYPESSSSSAMPLE DISTANCERECOVERYDESCRIPTION OF MATERIALSURFACE ELEVATION 766'0.3 3" Topsoil, 4" Frost(Driller's Observation)Silty Clay, trace fine gravel and fine to coarse sand -brown to grayish brown - moist - medium (firm) to verystiff (CL)UNIT DRY WT.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %10 20 30 40 50STANDARDPENETRATION BLOWS/(FT)6 10 20 30 40 508*LIQUIDLIMIT %5.03SS6*4SS*510.05SS*515.067SSSS**67AECOM LOG 60241262-REID GOLF COURSE BRIDGES.GPJ FS_DATATEMPLATE.GDT 1/31/1220.025.0NORTHINGEASTINGWL899A10SSSSSSSS21.022.525.0Fibrous Peat, little silt and clay - gray and black - wet -very soft (PT)Silty Clay, trace fine gravel and fine to coarse sand -grayish brown - moist - stiff (CL)End of BoringBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with an automtaichammer.Boring backfilled with bentonite chips.The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.7.5' WS, 16.4' ABBORING STARTED1/16/12BORING COMPLETED1/16/12RIG/FOREMAND-120/BZ**AECOM OFFICEENTERED BYLJEAPP'D BYJDW*6**811Calibrated PenetrometerMiddletonSHEET NO. OF1 1AECOM JOB NO.60241262256.0

SITE LOCATIONAppleton, WICLIENTCity of AppletonPROJECT NAMEReid Golf Course BridgesLOG OF BORING NUMBERARCHITECT-ENGINEERAECOMB-3-2012UNCONFINED COMPRESSIVE STRENGTHTONS/FT. 21 2 3 4 5DEPTH(FT)ELEVATION(FT)5.0SAMPLE NO.123SAMPLE TYPESSSSSSSAMPLE DISTANCERECOVERYDESCRIPTION OF MATERIALSURFACE ELEVATION 768'0.3 4" Topsoil, 6" Frost(Driller's Observation)Silty Clay, trace fine gravel and fine to coarse sand -brown to grayish brown - moist - stiff to very stiff (CL)UNIT DRY WT.LBS./FT. 3PLASTICLIMIT %WATERCONTENT %LIQUIDLIMIT %10 20 30 40 50STANDARDPENETRATION BLOWS/(FT)10 20 30 40 504*1112**10.045SSSSNote: Trace wood fibers encountered in Sample No. 5910**15.067SSSS**88AECOM LOG 60241262-REID GOLF COURSE BRIDGES.GPJ FS_DATATEMPLATE.GDT 1/31/1220.025.0NORTHINGEASTINGWL8910SSSSSS25.0End of BoringBoring advanced to 25.0 ft. by solid stem auger.Standard Penetration Tests performed with an automtaichammer.Boring backfilled with bentonite chips.The stratification lines represent the approximate boundary lines between soil types: in situ, the transition may be gradual.Not EncounteredBORING STARTED1/16/12BORING COMPLETED1/16/12RIG/FOREMAND-120/BZ*AECOM OFFICEENTERED BYLJEAPP'D BYJDW8**10*12Calibrated PenetrometerMiddletonSHEET NO. OF1 1AECOM JOB NO.60241262

AECOMAppendix DWDNR BoreholeAbandonment FormsFebruary 2012

AECOMAppendix EAECOM Field andLaboratory Procedures• AECOM SubsurfaceExploration Procedures• AECOM SamplingProcedures• Laboratory Index TestProceduresFebruary 2012

AECOM Field and Laboratory ProceduresSubsurface Exploration ProceduresHand-Auger Drilling (HA)In this procedure, a sampling device is driven into the soil by repeated blows of a sledge hammer or adrop hammer. When the sampler is driven to the desired sample depth, the soil sample is retrieved. Thehole is then advanced by manually turning the hand auger until the next sampling depth increment isreached. The hand auger drilling between sampling intervals also helps to clean and enlarge theborehole in preparation for obtaining the next sample.Power Auger Drilling (PA)In this type of drilling procedure, continuous flight augers are used to advance the boreholes. They areturned and hydraulically advanced by a truck, trailer or track-mounted unit as site accessibility dictates. Inauger drilling, casing and drilling mud are not required to maintain open boreholes.Hollow Stem Auger Drilling (HS)In this drilling procedure, continuous flight augers having open stems are used to advance the boreholes.The open stem allows the sampling tool to be used without removing the augers from the borehole.Hollow stem augers thus provide support to the sides of the borehole during the sampling operations.Rotary Drilling (RB)In employing rotary drilling methods, various cutting bits are used to advance the boreholes. In thisprocess, surface casing and/or drilling fluids are used to maintain open boreholes.Diamond Core Drilling (DB)Diamond core drilling is used to sample cemented formations. In this procedure, a double tube (or tripletube) core barrel with a diamond bit cuts an annular space around a cylindrical prism of the materialsampled. The sample is retrieved by a catcher just above the bit. Samples recovered by this procedureare placed in sturdy containers in sequential order.

AECOM Field and Laboratory ProceduresField Sampling ProceduresAuger Sampling (AS)In this procedure, soil samples are collected from cuttings off of the auger flights as they are removedfrom the ground. Such samples provide a general indication of subsurface conditions; however, they donot provide undisturbed samples, nor do they provide samples from discrete depths.Split-Barrel Sampling (SS) - (ASTM Standard D-1586-99)In the split-barrel sampling procedure, a 2-inch O.D. split barrel sampler is driven into the soil a distanceof 18 inches by means of a 140-pound hammer falling 30 inches. The value of the Standard PenetrationResistance is obtained by counting the number of blows of the hammer over the final 12 inches of driving.This value provides a qualitative indication of the in-place relative density of cohesionless soils. Theindication is qualitative only, however, since many factors can significantly affect the StandardPenetration Resistance Value, and direct correlation of results obtained by drill crews using different rigs,drilling procedures, and hammer-rod-spoon assemblies should not be made. A portion of the recoveredsample is placed in a sample jar and returned to the laboratory for further analysis and testing.Shelby Tube Sampling Procedure (ST) - ASTM Standard D-1587-94In the Shelby tube sampling procedure, a thin-walled steel seamless tube with a sharp cutting edge ispushed hydraulically into the soil and a relatively undisturbed sample is obtained. This procedure isgenerally employed in cohesive soils. The tubes are identified, sealed and carefully handled in the field toavoid excessive disturbance and are returned to the laboratory for extrusion and further analysis andtesting.Giddings Sampler (GS)This type of sampling device consists of 5-foot sections of thin-wall tubing which are capable of retrievingcontinuous columns of soil in 5-foot maximum increments. Because of a continuous slot in the samplingtubes, the sampler allows field determination of stratification boundaries and containerization of soilsamples from any sampling depth within the 5-foot interval.

AECOM Laboratory ProceduresWater Content (Wc)The water content of a soil is the ratio of the weight of water in a given soil mass to the weight of the drysoil. Water content is generally expressed as a percentage.Hand Penetrometer (Qp)In the hand penetrometer test, the unconfined compressive strength of a soil is determined, to amaximum value of 4.5 tons per square foot (tsf) or 7.0 tsf depending on the testing device utilized, bymeasuring the resistance of the soil sample to penetration by a small, spring-calibrated cylinder. Thehand penetrometer test has been carefully correlated with unconfined compressive strength tests, andthereby provides a useful and a relatively simple testing procedure in which soil strength can be quicklyand easily estimated.Unconfined Compression Tests (Qu)In the unconfined compression strength test, an undisturbed prism of soil is loaded axially until failure oruntil 20% strain has been reached, whichever occurs first.Dry Density (γd)The dry density is a measure of the amount of solids in a unit volume of soil. Use of this value is oftenmade when measuring the degree of compaction of a soil.Classification of SamplesIn conjunction with the sample testing program, all soil samples are examined in our laboratory andvisually classified on the basis of their texture and plasticity in accordance with the AECOM Soil ClassificationSystem which is described on a separate sheet. The soil descriptions on the boring logs are derived fromthis system as well as the component gradation terminology, consistency of cohesive soils and relativedensity of granular soils as described on a separate sheet entitled "AECOM General Notes". The estimatedgroup symbols included in parentheses following the soil descriptions on the boring logs are in generalconformance with the Unified Soil Classification System (USCS) which serves as the basis of the AECOMSoil Classification System.

AECOMAppendix FAECOM SoilClassification SystemFebruary 2012

AECOM Soil Classification System (1)1. See AECOM General Notes for component gradation terminology, consistency of cohesive soils and relativedensity of granular soils.2. Reference: Unified Soil Classification Systems3. Borderline classifications, used for soils possessing characteristics of two groups, are designated bycombinations of group symbols. For example: GW-GC, well-graded gravel-sand mixture with clay binder.

AECOMAppendix GAECOM EarthworkGuidelineFebruary 2012

AECOM Earthwork GuidelinesFill or backfill required on the project should consist of a non-frozen, non-organic granular material,aggregate or natural soil that is free of debris and particles larger than 25 percent of the loose liftthickness. The natural water content of cohesive fill soil at the time of compaction should generally bewithin -2 to +4 percent of the optimum water content determined by the proctor test. Difficulty in obtainingthe desired degree of compaction is expected for soil that is too dry or too wet. The water content shouldbe adjusted by sprinkling if too dry or by scarifying and aerating if too wet. Blending with an additive suchas fly ash or drier soil may also help produce an acceptable water content.Fill or backfill which is relatively uniform should be used on the project. Non-uniform materials or mixingtwo or more materials will reduce the degree of certainty in the test results and will tend to cause variablecompressibility of the fill.Fill or backfill should be placed on a firm, checked subgrade in horizontal lifts with a loose thickness notgreater than 12 inches for granular material and 9 inches for cohesive soil. It should then be compactedwith equipment that is suited to the soil type and compaction requirements. Normally, vibratory roller orplate compactors are better suited for granular soils, while a sheepsfoot or other "kneading" type ofcompactors are more effective in cohesive soils. Lighter, hand-propelled compactors should generally beutilized to compact backfill within 5 feet of structures unless the structure is designed to resist expectedlateral pressures from use of heavier compactors. When using lighter, hand-propelled compactors, amaximum loose lift thickness of 8 inches should be used for granular material and 6 inches for cohesivesoil.Unless stated otherwise in the report text, fill or backfill that supports foundations, floor slabs that areloaded in excess of 400 psf, and roadway pavement that is subjected to concentrated automobile or trucktraffic should be compacted to a dry density of 95% or more of the maximum dry density determined bymodified Proctor tests (ASTM D-1557) on representative samples of the fill material. Fill or backfill thatsupports lightly loaded floor slabs, sidewalks or pavement that is subjected to dispersed automobile trafficshould be compacted to a dry density of 90% or more of the maximum dry density determined bymodified Proctor tests on representative samples of the fill material. Compaction tests may be consideredsatisfactory if the average of five consecutive tests on similarly compacted material exceeds the requiredcompaction and no individual test is more than 2% below the required percentage of compaction.Proper compaction is generally difficult to achieve near the edge of a slope or embankment fill due to lackof confinement. For this reason, we recommend that the compacted fill or backfill zone extendhorizontally beyond the edge of foundations a minimum of 1 foot at the subgrade level and then withdepth at a minimum slope of 1 horizontal to 1 vertical.Fill material acceptability, subgrade preparation and testing for suitability, fill placement and fillcompaction should be monitored continuously or at least regularly by a qualified soils technician whomreports to the geotechnical engineer for the project. Compaction density for structural fill should be testedat a minimum frequency of once per 5000 ft 2 of fill area or once per 200 yd 3 of compacted material placedunless stated otherwise in our report. In non-structural fill areas, testing frequencies may be reduced inhalf.

AECOMAppendix HAECOM ChangedConditions ClauseFebruary 2012

AECOM Changed Conditions ClauseDiffering Site ConditionsThe owner had a subsurface exploration and testing program performed by a geotechnical consultant.The results of this program are contained in the consultant's report. The consultant's report presentsconclusions on the subsurface conditions based on their interpretation of the data obtained in theexploration. The contractor acknowledges that they have reviewed the consultant's report and anyaddenda thereto, and that their bid for earthwork operations is based on the subsurface conditions, asdescribed in that report. The contract parties recognize that a subsurface exploration does not discloseall conditions as they actually exist and further, conditions may change, particularly groundwaterconditions, between the time of subsurface exploration and the time of subsurface constructionoperations. In recognition of these facts, this clause is made part of the contract and provides a means ofequitable additional compensation to the contractor if adverse unanticipated conditions are encounteredand found to be materially different than reasonable expected as represented in the contract documents.If at any time during earthwork, paving, foundation, and underground construction operations, thecontractor encounters conditions that they consider to be materially different than those anticipated by thegeotechnical consultant's report, contractor shall promptly and before such conditions are disturbed notifythe owner's representative in writing of the condition and shall explain: (1) how subsurface or latentphysical conditions at the site differ materially from those indicated in the contract, or, (2) what unknownphysical conditions were encountered that are of an unusual nature and differ materially from thoseordinarily encountered and generally recognized as inherent in work of the character provided for in thiscontract. The owner's representative will promptly initiate an investigation of the alleged differing siteconditions. The contractor will provide access to the conditions and fully cooperate with the investigation.Upon completion, the owner’s representative will issue a findings report with a recommendation on merit.Conversely, if owner’s representative observes subsurface conditions which are different than thoseanticipated by the foundation consultant's report, he will also promptly notify the contractor. If a differingsite condition claim has been found to have merit, negotiations will commence between the owner andthe contractor to arrive at an equitable change in contract price for the necessary additional work or forreduction in work because of the unanticipated conditions. The contractor agrees that unit prices listed inthe bid are applicable in computing equitable adjustments for additional or reduced work under thecontract. For changed conditions for which unit prices are not listed, the additional work will be paid for ona time and material basis.

BRIDGESALVAGESITE

HARDSTANDSITE

TANKSITEFox RiverWATER TANK ABANDONMENT SITE -- Location Map

LIQUIDATED DAMAGES WORKSHEETFor Golf Course Features andSubstantial CompletionPrepared by: Pete Neuberger, P.E. Date: September 8, 20121. Project: T-12 Reid Golf Course Ponds and Channel Naturalization2. Completion Date: Course Features by June 30, 2013; Fairway #12, ponds, and pond access byAugust 31, 2013; Substantial Completion by Oct 15, 20133. Estimate of Daily Costs Owner Will Incur If Contract Time is ExtendedInspection: 2 Hrs/day @ $28.00 /hr*= $56.00Resident Engineering: 4 Hrs/day @ $45.00 /hr*= $180.00Survey: 3 Hrs/day @ $65.00 /hr*= $195.00Lost Golf CourseRevenue $5,800.00 /day= $5,800.00Other:/day=/day=Total $6,231.00Use$6,200 /day* Include salary, indirect, overhead

LIQUIDATED DAMAGES WORKSHEETFor Final CompletionPrepared by: Pete Neuberger, P.E. Date: September 8, 20121. Project: T-12 Reid Golf Course Ponds and Channel Naturalization2. Completion Date: Final Completion by June 30, 20143. Estimate of Daily Costs Owner Will Incur If Contract Time is ExtendedInspection: 2 Hrs/day @ $28.00 /hr*= $56.00Resident Engineering: 4 Hrs/day @ $45.00 /hr*= $180.00Survey: 3 Hrs/day @ $65.00 /hr*= $195.00Inconvenience toGolfers $500.00 /day= $500.00Other:/day=/day=Total $931.00Use$900 /day* Include salary, indirect, overhead

“EXHIBIT A”INSURANCE REQUIREMENTSFOR CITY OF APPLETON"LARGE EXPOSURE JOBS"It is hereby agreed and understood that the insurance required by the City of Appleton is primary coverageand that any insurance or self insurance maintained by the City of Appleton, its officers, council members,agents, employees or authorized volunteers will not contribute to a loss. All insurance shall be in full forceprior to commencing work and remain in force until the entire job is completed or the length of time that isspecified in the contract.1. GENERAL LIABILITY COVERAGEA. Commercial General Liability1) $1,000,000 general aggregate2) $1,000,000 products - completed operations aggregate3) $500,000 personal injury and advertising injury4) $500,000 each occurrence limitB. Claims made form of coverage is not acceptable.C. Insurance must include:1) Premises and Operations Liability2) Blanket Contractual Liability3) Personal Injury4) Explosion, collapse and underground coverage5) Products/Completed Operations6) The general aggregate must apply separately to this project/location2. BUSINESS AUTOMOBILE COVERAGEA. Limits - $250,000 each person/$500,000 each accident for Bodily Injuryand $100,000 for Property DamageOR$500,000 Combined Single Limit for Bodily Injury and PropertyDamage each accidentB. Must cover liability for "Any Auto" - including Owned, Non-Owned and Hired Auto-mobileLiability3. WORKERS COMPENSATION AND EMPLOYERS LIABILITY. If required by WisconsinState Statute or any Workers Compensation Statutes of a different state, must carry coverage forStatutory Workers Compensation & Employers Liability limit of:A. $100,000 Each AccidentB. $500,000 Disease Policy LimitC. $100,000 Disease - Each Employee4. UMBRELLA COVERAGEA. Limits - $2,000,000 each occurrence/$2,000,000 aggregateB. Claims made coverage is not acceptableC. $10,000 self-insured retentionD. Must be no less broad than underlying coverages

5. AIRCRAFT LIABILITY (including helicopter) - Owned, Non-Owned, or HiredA. If this exposure shall exist, the limits must be at least $5,000,000 combined single limit forbodily injury (including passenger liability) and property damage.B. Any liability exclusions relating to slung cargo must be deleted.6. BUILDER'S RISK/INSTALLATION FLOATERA. City of Appleton will not assume responsibility for loss, including loss of use, for damage toproperty, materials, tools, equipment, and items of a similar nature which are being either usedin the work being performed by the contractor or are to be installed or erected by the contractor.B. If coverage is desired for this exposure, the contractor may, at his own cost, procure insurance tocover same.7. ADDITIONAL PROVISIONS* Additional Insured - On the General Liability Coverage, Comprehensive AutomobileCoverage and Umbrella Coverage. City of Appleton, and its officers, council members,agents, employees, and authorized volunteers shall be Additional Insureds.* Endorsement - The Additional Insured Policy endorsement must accompany the Certificateof Insurance.* Certificates of Insurance - A copy of the Certificate of Insurance must be on file with theCity Clerk.* Notice - City of Appleton requires 30 day written notice of cancellation, non-renewal ormaterial change in the insurance coverage.* The insurance coverage required must be provided by an insurance carrier with the"Best" rating of "A-VII" or better. All carriers shall be admitted carriers in the State ofWisconsin.8. AUTOMOBILE POLLUTION LIABILITY (including loading and unloading)A. Limits - $1,000,000 each occurrence$2,000,000 annual aggregateB. Maximum deductible is $2,500. Insured is responsible for any claims under the deductibleC. Must cover pollutant clean up, and resulting bodily injury and property damage liability.D. Must cover liability for "any auto" including owned, non-owned and hired automobile liability.F:\COMMON\WPWIN\CERT_EXH.A

THIS PAGE WAS INTENTIONALLY LEFT BLANK

SECTION 01330SUBMITTALSPART 1 GENERAL1.01 SUMMARYA. Section Includes:1. Procedural requirements for Work-related submittals including product data and othermiscellaneous Work-related submittals.B. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of BidItem:oNo. 1: Mobilization.2. Comply with Special Provisions.1.02 DEFINITIONSA. Submittal for Review:1. Submittal for OWNER's review in accordance with requirements of Contract Documents.B. Submittal for Record:1. Submittal for inclusion into OWNER's records prior to Substantial Completion. Submittal willnot be reviewed.1.03 TEST RESULTS AND CERTIFICATIONSA. Submit test results and certifications required in Specification sections and Special Provisions.B. Submit test results upon completion of test or submittal of results from testing laboratory.C. Test results and certifications are submitted for review of conformance with specified requirementsand information.PART 2 PRODUCTS(Not Used)PART 3 EXECUTION3.01 SUBMITTAL REQUIREMENTSA. Provide complete copies of required submittals as follows:1. Sewer submittals to be per City of Appleton Sewer Specifications.2. Shop Drawings, Calculations, and Product Data: 3 copies.01330-1City of Appleton – Reid Golf Course – 60147926

3. Test Results: 3 copies.4. Product Samples: per Special Provisions.a. Product samples should be delivered to Doug DeVries, Golf Course Superintendant, atthe Reid Golf Course Maintenance Building located at 1100 E. Fremont Street (Note:The driveway entrance and parking lot for the maintenance building are located on EastStreet, approximately 1,000 feet north of Fremont Street).B. Electronic submittals are acceptable, with the exception of product samples. Electronic submittalsshall be followed up with hard copies, stamped where applicable.* * * END OF SECTION * * *01330-2City of Appleton – Reid Golf Course – 60147926

SECTION 01455TESTING LABORATORY SERVICESPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of BidItem:oNo. 1: Mobilization.2. Comply with Special Provisions.1.02 PERFORMANCE REQUIREMENTSA. OWNER will employ services of independent testing laboratory to perform testing for Work specifiedin following sections:1. Section 02058 – Clay Liner2. Section 02230 – Site Preparation and Restoration3. Section 02310 – Site Grading4. Section 03300 – Cast-in-Place ConcreteB. CONTRACTOR shall employ services of independent testing laboratory approved by OWNER toperform other testing as described in Specifications.C. CONTRACTOR shall cooperate with laboratory provided by OWNER to facilitate execution oflaboratories required services.D. Employment of laboratory shall, in no way, relieve CONTRACTOR of obligations to perform Work.E. Related Requirements in Other Parts of Contract Documents:1. Inspections and testing required by laws, ordinances, rules, regulations, orders or approvalsof public authorities.1.03 QUALIFICATION OF LABORATORYA. Meet basic requirements of ASTM E329.B. Authorized to operate in Wisconsin.C. Testing Equipment:1. Calibrated at reasonable intervals by devices of accuracy traceable to either:a. National Bureau of Standards.b. Accepted values of natural physical constants.01455-1City of Appleton – Reid Golf Course – 60147926

1.04 LABORATORY DUTIESA. Cooperate with ENGINEER and CONTRACTOR; provide qualified personnel to perform Work afterdue Notice to Proceed.B. Perform specified inspections, secure samples, and test materials.1. Comply with specified standards.2. Ascertain compliance of materials with Contract Documents.C. Promptly notify ENGINEER and CONTRACTOR of observed irregularities or deficiencies of Work,equipment, or material.D. Promptly submit written report of each test and inspection; one copy each to ENGINEER, OWNER,material supplier, CONTRACTOR, and one copy to record document file. Submittal may be inelectronic format. Electronic submittals shall be followed up with hard copy submittals for the projectfiles. Each report shall include following:1. Date issued.2. Project title and number.3. Testing laboratory name, address, and telephone number.4. Name and signature of laboratory inspector.5. Date and time of sampling or inspection.6. Record of temperature and weather conditions if test performed in field.7. Date of test.8. Identification of product and Specification section.9. Location of sample or test in project.10. Type of inspection or test.11. Results of tests and compliance with Contract Documents.12. Interpretation of test results, when requested by ENGINEER.E. Perform additional tests as required by ENGINEER or CONTRACTOR.1.05 LIMITATIONS OF AUTHORITY OF TESTING LABORATORYA. Laboratory is not authorized to:1. Release, revoke, alter, or enlarge on requirements of Contract Documents.2. Approve or accept any portion of Work.3. Perform duties of CONTRACTOR.1.06 CONTRACTOR'S RESPONSIBILITIESA. Cooperate with laboratory personnel and provide access to Work.B. Provide to laboratory preliminary design mix proposed to be used for concrete and other materialmixes which require control by testing laboratory.C. Furnish copies of product test reports.D. Furnish incidental labor and facilities.1. Provide access to Work to be tested.2. Obtain and handle samples at Project site or at source of product to be tested.3. Facilitate inspections and tests.4. Store and cure test samples.01455-2City of Appleton – Reid Golf Course – 60147926

E. Notify laboratory and ENGINEER sufficiently in advance of operations to allow for laboratoryassignment of personnel and scheduling of tests.1. When tests or inspections cannot be performed after such notice, reimburse OWNER forOWNER hired laboratory personnel and travel expenses incurred due to CONTRACTOR'sfailure to provide adequate notice.F. Make arrangements with laboratory and pay for additional samples and tests required forCONTRACTOR's convenience.G. Pay for services of testing laboratory to perform additional inspections, sampling, and testingrequired when initial tests indicate Work does not comply with Contract Documents.PART 2 PRODUCTS(Not Used)PART 3 EXECUTION(Not Used)* * * END OF SECTION * * *01455-3City of Appleton – Reid Golf Course – 60147926

SECTION 01500TEMPORARY CONSTRUCTION FACILITIES AND UTILITIESPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of Bid Item:oNo. 1: Mobilization.2. Comply with Special Provisions.PART 2 PRODUCTS2.01 FIELD TELEPHONEA. Provide OWNER with a local telephone number for communication with CONTRACTOR’s fieldpersonnel throughout duration of Work.2.02 WATER FOR CONSTRUCTION AND TESTINGA. Comply with Appleton Water Division Requirements.2.03 SANITARY FACILITIESA. No sanitary facilities are available on-site. Golf Course Clubhouse and maintenance buildingfacilities shall not be used by CONTRACTOR.B. Provide temporary sanitary toilet facilities conforming to state and local health and sanitationregulations, in sufficient number for use of ENGINEER's, CONTRACTOR's and Subcontractor'semployees.C. Maintain in sanitary condition and provide supply of toilet paper.2.04 TEMPORARY SITE AND OTHER ROADSA. Construct and maintain temporary site roadways in clean, dust free, snow free, ice free, drivablecondition necessary to carry out construction operations and provide access for emergency vehicles.B. Maintain public roads used during construction free from accumulations of dirt, mud, andconstruction debris resulting from construction operations. Roads shall be considered "maintained"when material has been removed.2.05 SECURITYA. Security will not be provided by OWNER.B. CONTRACTOR shall be responsible for loss or injury to persons or property where Work is involved,and shall provide security and take precautionary measures to protect CONTRACTOR's andOWNER's interests, and public.01500-1City of Appleton – Reid Golf Course – 60147926

PART 3 EXECUTION3.01 REMOVAL AND RESTORATIONA. Completely remove temporary materials, equipment, signs, and structures when no longer required.B. In unfinished areas, clean and repair damage caused by temporary installations or use of temporaryfacilities, restore drainage, and evenly grade, seed, or plant as necessary to provide appearanceequal to or better than original.C. In finished areas, restore existing or permanent facilities used for temporary services to specified ororiginal condition.3.02 DAMAGE TO EXISTING PROPERTYA. Comply with Section 02230 Site Preparation and Restoration.B. CONTRACTOR is responsible for replacing or repairing damage to existing buildings, structures,sidewalks, roads, parking lot surfacing, and other existing assets.C. OWNER may contract for such Work and have cost deducted from Contract price if repair is notsatisfactorily completed in a timely manner.* * * END OF SECTION * * *01500-2City of Appleton – Reid Golf Course – 60147926

SECTION 01570PROTECTION OF ENVIRONMENTPART 1 GENERAL1.01 SUMMARYA. CONTRACTOR, in executing Work, shall maintain work areas on- and off-site free fromenvironmental pollution that would be in violation of federal, state, or local regulations.B. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of BidItems:o No. 2: Furnish, Install, Maintain, and Remove Erosion Control,o No. 3: Furnish, Install, Maintain, and Remove Tracking Pads,o No. 4: Furnish, Install, Maintain, and Remove Silt Fence,o No. 5: Furnish and Install Soil Stabilizer Type B,o No. 6: Furnish and Install AEC Premier Straw SN – Quick Mow Erosion Control Mat,o No. 7: Furnish and Install Erosion Control Mat, Class I, Type B,o No. 8: Furnish and Install Turf Reinforcement Mat, Class III, Type B, ando No. 10: Furnish, Install, Maintain, and Remove Sediment Logs.2. Comply with Special Provisions.1.02 PROTECTION OF STORM SEWERSA. Prevent construction material, pavement, concrete, earth, or other debris from entering existingstorm sewer or sewer structure.1.03 STORMWATER DISCHARGEA. CONTRACTOR shall comply with WDNR Construction Site Permit, the “Wisconsin DNR Erosionand Sediment Control Technical Standards,” City of Appleton Erosion Control and VegetativeRestoration Specifications, Special Provisions, and Erosion Control Plan Drawings.1. CONTRACTOR shall inspect construction site and make corrections or repairs to erosioncontrol measures as needed.2. OWNER may inspect construction site and CONTRACTOR shall make corrections or repairsrequired.3. CONTRACTOR shall keep plan on-site during contract time, available for review.1.04 DISPOSAL OF EXCESS EXCAVATED AND OTHER WASTE MATERIALSA. Excess excavated material not required or not suitable for backfill and other waste material shall bedisposed of in accordance with local regulatory requirements.B. Provide watertight conveyance for liquid, semi-liquid, or saturated solids which tend to bleed duringtransport. Liquid loss from transported materials is not permitted, whether being delivered toconstruction site or hauled away for disposal. Fluid materials hauled for disposal must bespecifically acceptable at selected disposal site.01570-1City of Appleton – Reid Golf Course – 60147926

1.05 PROTECTION OF AIR QUALITYA. Minimize air pollution by requiring use of properly operating combustion emission control devices onconstruction vehicles and equipment, and encourage shutdown of motorized equipment not in use.B. Do not burn trash on construction site.C. If temporary heating devices are necessary for protection of work, they shall not cause air pollution.1.06 USE OF CHEMICALSA. Chemicals used during project construction or furnished for project operation, whether pesticide,disinfectant, polymer, reactant, or of other classification, shall be approved by U.S. EPA orU.S. Department of Agriculture or any other applicable regulatory agency.B. Use and disposal of chemicals and residues shall comply with manufacturer's instructions.C. Chemicals to be used around waterways shall be approved by U.S. EPA or U.S. Department ofAgriculture or any other applicable regulatory agency.D. For all chemicals used a copy of the manufacturer’s material safety data sheet shall be kept on-site.1.07 NOISE CONTROLA. Conduct operations to cause least annoyance to residents in vicinity of Work, and comply with Cityof Appleton’s Noise Control Ordinance.B. Equip compressors, hoists, and other apparatus with mechanical devices necessary to minimizenoise and dust. Equip compressors with silencers on intake lines.C. Equip gasoline or oil-operated equipment with silencers or mufflers on intake and exhaust lines.D. Line storage bins and hoppers with material that will deaden sounds.E. Conduct operation of dumping material and of carrying away material in trucks so as to causeminimum of noise and dust.1.08 DUST CONTROLA. During construction, the portions of the golf course that are outside of the construction limits will beopen for play. Due to the close proximity of these activities and adjacent residences to the projectsite, provide and maintain temporary site roadways, OWNER’s existing roads, and public roads usedduring construction operations in clean, dust-free condition.B. Comply with local environmental regulations for dust control. If CONTRACTOR's dust controlmeasures are considered inadequate by ENGINEER, ENGINEER may require CONTRACTOR totake additional dust control measures at CONTRACTOR’s expense.1.09 FUELS AND LUBRICANTSA. Comply with local, state, and federal regulations concerning transportation and storage of fuels andlubricants.B. Fuel storage area and fuel equipment shall be approved by OWNER prior to installation. Submitcontainment provisions to OWNER for approval.01570-2City of Appleton – Reid Golf Course – 60147926

C. Report and respond to spills or leaks from fueling equipment or construction equipment according toWisconsin Department of Natural Resources (WDNR) requirements.D. OWNER may require CONTRACTOR to remove damaged or leaking equipment from Project site.PART 2 PRODUCTS(Not Used)PART 3 EXECUTION(Not Used)* * * END OF SECTION * * *01570-3City of Appleton – Reid Golf Course – 60147926

SECTION 02058CLAY LINERPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Conform to Special Provisions, Bid Items:oooNo. 29: Obtain Clay Samples,No. 30: Import Clay Material, andNo. 31: Install Clay Liner.1.02 DEFINITIONSA. Lift: One layer of clay material placed in loose layer of uniform thickness and compacted tothickness specified.1.03 QUALITY ASSURANCEA. Testing will be provided by OWNER in accordance with Section 01455 and this section.B. General Testing Requirement:1. Construction quality assurance testing will be performed throughout Project by OWNER’sMaterials Testing Consultant to monitor clay parameters.2. Test locations shall be selected by OWNER. CONTRACTOR shall assist in testing, asdetermined by site conditions.3. Testing frequency for construction quality assurance shall be as indicated below, or asdetermined by OWNER.C. Initial Sampling:1. CONTRACTOR shall collect two representative bulk samples within 7 days prior to placementof the imported clay borrow material and the on-site clay material.2. Tests to be performed on each bulk sample collected and tested by OWNER’S testingcontractor shall include:D. Compaction:a. Grain Size Analysis (ASTM D422).b. Atterberg Limits (ASTM D4318).c. Constant Head Permeability Test (ASTM D5084).d. Modified Proctor Compaction Test (ASTM D1557).1. OWNER will perform approximately one compaction test per each 200 CY of in-placematerial.2. Degree of Compaction: 90% of maximum dry density per Modified Proctor, ASTM D1557,Method D, except in areas where otherwise noted in the construction documents.E. Thickness Verification:1. After completion of testing of in-place clay, OWNER will verify thickness of material placed.02058-1City of Appleton – Reid Golf Course – 60147926

F. Final Acceptance of surface based on OWNER’s quality assurance testing:1. Thickness of clay liner and surface elevation shall conform to Drawings.2. Finish surface with smooth drum roll.3. Assist OWNER in collecting a maximum of two (2) in-place clay liner samples (Shelby TubeMethod) per acre of clay liner surface area (9 total tests planned, 6 in south pond and 3 ineast pond). Tests to be performed by ENGINEER or OWNER on each tube may include:a. Dry Density.b. Atterberg Limits (ASTM D4318).c. Grain Size Analysis (ASTM D422).d. Constant Head Permeability (ASTM D5084).4. Rework areas that fail testing:a. Define rework area.b. Disc.c. Condition soil for moisture content.d. Compact.e. Retest.5. Notify OWNER when rework area is ready for retest.6. Rework areas that fail retesting shall have material removed and replaced at no cost toOWNER.PART 2 PRODUCTS2.01 CLAY LINERA. Properties:1. Permeability: 1 x 10 -7 cm/sec or less.2. Grain Size: P200 content 50% by weight or greater. Larger than 2 in. in longest dimensionshall be removed.3. Clay Content: 25% by weight or greater (0.02 mm).4. Liquid Limit: 25% or greater.5. Plasticity Index: 10 or greater.6. Free of stones and inclusions of other soil types larger than 2 in. in largest dimension.7. Non-organic soil classified as CL or CH by Unified Soil Classification System.B. If material differs from previously tested materials, then different material shall be consideredunqualified and additional laboratory testing shall be performed at CONTRACTOR’s expense toidentify characteristics of different material and establish acceptable field moisture and densityvalues noted.C. CONTRACTOR may elect to use clay material from on-site excavations that meets requirements of2.01A. OWNER may waive certain requirements of 2.01A if the on-site material does not strictlymeet the property criteria.D. Completed liner shall retain water and not draw down more than 1-inch in a two-week period, afteraccounting for evaporation.02058-2City of Appleton – Reid Golf Course – 60147926

PART 3 EXECUTION3.01 EXAMINATIONA. Proof roll and examine surfaces to receive clay material within limits of excavation to determineexistence of soft areas, areas loosened by frost action or softened by flooding, weather, or ofunsuitable materials.1. Determination of soft areas will be based on ENGINEER's judgment, but generally detectedby soil deflection of greater than 2 in. and accompanied with stress cracks in soil when rolledover by heavy construction equipment.3.02 PREPARATIONA. Remove or replace material not meeting Specifications, natural soils, or compacted fill softened byfrost, flooding, or weather.B. Subgrade Compaction:1. Minimum Compaction: 90% of maximum dry density, ASTM D1557 Modified Proctor.C. Do not excavate within influence zone of existing footings or foundations, or similar structures suchas monitoring wells without prior approval of ENGINEER.D. Provide minimum 2-day notice to ENGINEER before placing clay.3.03 CLAY MATERIAL PLACEMENTA. Do not place clay until subgrade elevation is documented and approved by ENGINEER.B. Shape subgrade to provide specified clay thickness smooth and free from loose stones.C. Placement:1. Place in 8 in. loose lifts.2. Maximum Compacted Lift Thickness: 6 in. but not greater than depth of sheepsfoot.3. Tolerance: Maximum acceptable variation for each lift thickness is 1 in.D. Compaction:1. Minimum Compaction: 90% of maximum dry density, ASTM D1557 Modified Proctor.2. Maximum Permeability: 1 x 10 -7 cm/sec, per ASTM D5084 Constant Head Permeability Test.E. Material distribution and gradation throughout clay material shall be free from lenses, pockets,streaks, or layers of material differing substantially in texture or gradation from surrounding material.Blend clay prior to compaction. Prevent sand or other soil types from mixing into clay or formingseams. Maximum clay clod diameter shall be 4 inches.F. Uniformly distribute moisture and disc each lift of clay material prior to compaction. Dry the claymaterial too wet to obtain proper compaction. Clay may be placed with moisture content within 3%of optimum as defined by ASTM D1557. No additional payment will be made for drying claymaterials.G. Place layers of clay to form continuous monolithic material so leaking does not occur when the pondis filled. Condition excessively dry or wet soil before placement of additional lifts. Knead each liftinto previously placed lift with sheepsfoot roller, or similar kneading type compactor. Compactor02058-3City of Appleton – Reid Golf Course – 60147926

shall be of sufficient weight to form continuous monolithic material. Compact clay against anti-seepcollar to prevent leakage along pipe.H. Construct sidewall liners in lifts parallel to side slope or by other acceptable methods.I. Protect buried pipes and similar installations when constructing overlying portions of liner system.J. Do not place clay below air temperatures of 32ºF, unless CONTRACTOR can demonstrate fillmaterial temperature above freezing. Also, do not place clay when subgrade is frozen.K. Install 24-in. thick clay liner in accordance with Drawings.3.04 FIELD QUALITY CONTROLA. CONTRACTOR shall provide OWNER with a field quality control plan.B. CONTRACTOR shall test material during placement as necessary to be in compliance withspecifications.3.05 EXCESS CLAY MATERIALA. Comply with Section 02315, Paragraph 3.10.* * * END OF SECTION * * *02058-4City of Appleton – Reid Golf Course – 60147926

SECTION 02230SITE PREPARATION AND RESTORATIONPART 1 GENERAL1.01 SUMMARYA. Section Includes:1. Clearing and grubbing.2. Protection of surface features.3. Restoration of surface features.B. Measurement and Payment:1. Include cost of Work specified in this section in Bid Item No. 1: Mobilization in SpecialProvisions, except clearing and grubbing, stripping and stockpiling topsoil, and placement ofsalvaged topsoil, which will be paid separately.2. Clearing and Grubbing:a. Comply with Special Provisions, Alternate Bid Item No. A1: Tree Removal, if contractis awarded to include this Bid Item.b. Comply with Special Provisions, Bid Item No. 14: Miscellaneous Tree Removal.c. Comply with Special Provisions, Bid Item No. 25: Common Excavation.3. Stripping Topsoil:a. Comply with Special Provisions, Bid Item No. 21: Strip Topsoil.4. Salvaged Topsoil:1.02 DEFINITIONSa. Comply with Special Provisions, Bid Item No. 22: Install Salvaged Topsoil.A. Structures and Surface Features: For purpose of this section, shall mean existing structures andsurface features, including but not limited to buildings, pavements, curb and gutter, signs, posts,fences, trees, shrubs, landscaped surface features, and other miscellaneous items.B. Utilities: For purpose of this section, shall mean existing gas mains, water mains, steam liners,electric lines and conduits, telephone and other communication lines and conduits, sewer pipe, cabletelevision, other utilities, and appurtenances.C. State Specifications: State of Wisconsin Department of Transportation, “Standard Specifications forHighway and Structure Construction,” Latest Edition, and any subsequent supplementalspecifications.1.03 PROJECT/SITE CONDITIONSA. Provide 72-hour notice, prior to beginning construction, to owners of existing utilities, structures, andsurface features.02230-1City of Appleton – Reid Golf Course – 60147926

1.04 QUALITY ASSURANCEA. CONTRACTOR shall, at their expense, submit representative topsoil samples from a minimum ofeight (8) locations throughout the work area following topsoil replacement to a soil testing serviceand test for pH, Organic Matter, Phosphorus, and Potassium level. Location of samples shall bedetermined by the OWNER and/or GOLF COURSE ARCHITECT in conjunction with theCONTRACTOR, and shall be generally dispersed to provide a reasonable sampling of the varioustopsoil sources. These samples shall be submitted to a laboratory for testing immediately followingplacement of topsoil to allow for determination of soil amendments, if any. Gypsum, Lime, Potash orOrganic matter may be required based on soil testing. Results shall be presented to the OWNER forverification at least one full business day prior to application of recommended amendments.B. CONTRACTOR shall be responsible for necessary amendments. Amendments shall be uniform incomposition. Deliver and store materials in a manner to prevent wetting and deterioration. Rate ofapplication shall be as recommended by the laboratory performing the soil analysis and as approvedby the OWNER and Golf Course Architect.PART 2 PRODUCTS2.01 MATERIALA. Salvaged Topsoil:1. Stripped topsoil to be salvaged for placement on-site shall consist of sandy loam silt, or loamwith sufficient amounts of organic material to start and maintain plant growth. Free from hardlumps, plants and roots, gravel, cinders, stone over 2 in. in any dimension, weed seeds andquack grass roots, and other undesirable material. Topsoil stripped from the site that does notmeet these requirements cannot be used on-site as replaced topsoil.2. Salvaged topsoil maybe used for topsoil providing soil meets above provisions.B. Herbicide: Herbicide for existing turf eradication shall be Roundup Pro, or approved equal.PART 3 EXECUTION3.01 PREPARATIONA. Provide protection and support during construction for existing utilities, structures, and surfacefeatures adjacent to easements and rights-of-way shown on Drawings, and existing utilities,structures, and surface features located within easements and rights-of-way.B. Remove obstructions such as mounds of dirt, stone, or debris located within working limits.Obstructions such as street signs, small culverts, end walls, advertising signs, and guard postslocated within construction easements or rights-of-way, may be removed if promptly replaced tooriginal condition unless otherwise specified in Contract Documents.C. Herbicide shall be applied to all areas where topsoil stripping will occur, at least seven (7) days priorto stripping. Mixture and application rates shall be per product label.3.02 TREE REMOVAL & TRIMMINGA. Do not remove, cut down, or trim trees unless approved by OWNER. OWNER will mark any trees tobe removed and will relocate any desirable trees prior to the start of construction.02230-2City of Appleton – Reid Golf Course – 60147926

B. Dispose of any trees removed in accordance with applicable regulations.3.03 SALVAGED TOPSOILA. Excavate existing topsoil to entire depth and temporarily stockpile salvaged topsoil in quantitiesadequate to restore areas as specified in Contract Documents. Stockpile in location approved byOWNER. Stockpiles shall be protected from erosion.3.04 RESTORATIONA. Restore existing utilities, surface features, and structures to condition equal to or exceedingcondition which existed prior to construction..1. Restore areas damaged by construction activities.2. Restore damaged areas to original condition. Grade to drain.3. Provide restoration as outlined in Special Provisions.* * * END OF SECTION * * *02230-3City of Appleton – Reid Golf Course – 60147926

SECTION 02310SITE GRADINGPART 1 GENERAL1.01 SUMMARYA. Section includes:1. Excavation (cutting and filling), grading of site.2. Waste hauling and disposal.3. Fill Area shaping.B. Measurement and Payment:1. Conform to Special Provisions, Bid Items:ooooNo. 25: Common Excavation,No. 26: Haul Clay to City of Appleton Water Tank Abandonment Site,No. 27: Placement of Fill Material, andNo. 28: Waste Soil Hauling and Disposal.1.02 DEFINITIONSA. Influence Zone Under Foundations, Pavements, or Sidewalks: Area below foundation or pavementand sidewalk subbase bounded by 1 horizontal to 3 vertical slope extending outward from 1 ftbeyond outer edge of foundation, pavement, or sidewalk.B. Influence Zone Around Piping: Area below limits bounded by line 6 in. below pipe and by1 horizontal to 3 vertical slope extending outward from that line 1 ft beyond outer edge of pipe.C. Unsuitable Material: Topsoil, peat, organic soils, and materials containing slag, cinders, foundrysand, debris, and rubble or soil with less than required bearing capacity as determined byENGINEER.1.03 QUALITY ASSURANCEA. Testing as described in section 3.06B. of this Specification will be provided by OWNER inaccordance with Section 01455 and this section.1.04 PROJECT/SITE CONDITIONSA. Notify corporations, companies, individuals, or authorities owning above or below ground conduits,wires, pipes, or other utilities running to property or encountered during grading operations.B. Cap or remove and relocate services in accordance with instructions by owners of said services.C. Protect, support, and maintain conduits, wires, pipes, or other utilities that are to remain inaccordance with requirements of owners of said services.PART 2 PRODUCTS2.01 EARTH FILLA. Material excavated from project site not designated for clay liner, which is free of wood, peat,cinders, vegetable matter, or other rubbish.02310-1City of Appleton – Reid Golf Course – 60147926

2.02 CONTROLLED FILL (Fill Areas, Spillway, Existing Channel, Future Shelter, Water TankAbandonment Site)A. Non-organic natural soils classified as CL or CH in Unified Soil Classification System.B. Maximum Liquid Limit: ASTM D4318, 2.5 percent.C. Plasticity Index: ASTM D4318, 10 or greater.D. Frozen backfill material shall not be used.2.03 CLAY LINERA. Comply with Section 02058.PART 3 EXECUTION3.01 EXAMINATIONA. Examine surfaces to receive fill to determine existence of areas loosened by frost action, softenedby flooding or weather, or of unsuitable materials. Section 3.01 does not apply to Water TankAbandonment Site, which is the responsibility of others.3.02 PREPARATIONA. Fill settled areas where excavations or trenches were backfilled and holes made by demolition, treeremoval, and site preparation work.B. Natural soils or compacted fill softened by frost, flooding, or weather shall be removed, replaced,and compacted.C. Proof roll areas to receive fill material to detect soft or loose zones prior to placing fill. Remove andreplace soft or loose zones.D. Keep construction site free-draining.E. Plow, step, or bench slopes steeper than 1 vertical to 4 horizontal.F. Disc level surfaces.G. Section 3.02 does not apply to Water Tank Abandonment Site, which is the responsibility of others.3.03 FILL USAGEA. Controlled: Within influence zone of piping for shaping the Fill Area, Spillway, and Future Structure.B. Earth: Other areas not previously specified for Controlled Fill.1. Do not bury within vertical projection of influence zone of future construction.3.04 EXCAVATIONA. Stockpile material suitable for fill where indicated on Drawings or otherwise approved byENGINEER. Place no fill where trenches for sewers, water lines, or other utilities will be located.B. Comply with Section 02315, Paragraph 3.10 for disposal of excess material.02310-2City of Appleton – Reid Golf Course – 60147926

C. Rough grade areas within grading limits and areas that are disturbed to achieve lines and gradesindicated on Drawings, with allowance for thickness of pavements, sidewalks, and topsoil.3.05 PLACING FILLA. Conform to compaction requirements of Section 02315 for areas not designated as clay liner and fillareas, or spillway fills.1. Proof roll areas to receive fill material to detect soft or loose zones prior to placing fill. Removeand replace soft or loose zones.2. Lift Thickness and Compaction: Place and compact fill materials in maximum lift thicknessand to minimum densities listedLocationLoose Lift ModifiedThickness (in.) Proctor (%)Lawn and Landscaped Areas, Including Fill Areas 12 85Foundation Slab Influence Zones, Including Future Shelter 8 95B. Conform to requirements of Section 02058 for clay liner (controlled) fills.C. Section 3.05 does not include golf course feature areas (tees, greens, fairways, roughs, bunkers).Refer to Section 27 of the Special Provisions for placing fill in the golf course feature areas.3.06 FIELD QUALITY CONTROLA. Rough Grading Tolerances:1. Comply with Special Provisions.B. Testing:1. CONTRACTOR shall assist ENGINEER in collecting representative bulk samples for eachsource of fill.2. ENGINEER will perform the following laboratory tests:a. One Grain Size Analysis Test (ASTM D422) for each source of fill.b. One Modified Proctor Compaction Test (ASTM D1557, Method D) for each source offill.c. Approximately one field compaction test for each 200 cu yd of in-place fill (min.).C. Degree of Compaction: ASTM D1557, Method D (Modified Proctor) or ASTM D4253 (RelativeDensity). Relative density applies to granular soils only.D. Moisture Content of Controlled Fill: Within 3% of optimum when placed and compacted.* * * END OF SECTION * * *02310-3City of Appleton – Reid Golf Course – 60147926

SECTION 02315STRUCTURE EXCAVATION AND BACKFILLINGPART 1 GENERAL1.01 SUMMARYA. Section Includes:1. Excavation for structures.2. Backfilling of structures.B. Measurement and Payment:1. Consider work-related activities in this section incidental and include cost as part ofappropriate lump sum or unit price specified in Bid Form.2. Conform to City of Appleton Specifications and Special Provisions Bid Items:oooooooooNo. 45: Furnish and Install 48” Diameter Manhole,No. 46: Furnish and Install 60” Diameter Manhole,No. 47: Furnish and Install 84” Diameter Manhole,No. 48: Furnish and Install 96” Diameter Manhole,No. 49: Furnish and Install 108” Diameter Manhole,No. 50: Furnish and Install Box Structure #1 (South Pond Inlet),No. 51: Furnish and Install Box Structure #2 (South Pond Outlet),No. 52: Furnish and Install Pre-Cast Box Structure #3 (East Pond Outlet), andNo. 53: Furnish and Install Box Structure #4 (East Pond Inlet).1.02 DEFINITIONSA. Influence Zone Under Foundations, Pavements, or Sidewalks: Area below foundation or pavementand sidewalk base bounded by 1 horizontal to 3 vertical slope extending outward from 1 ft beyondouter edges of foundation, pavement, or sidewalk.B. Influence Zone Under Piping or Electrical Ducts: Area below limits bounded by line 6 in. below pipeor duct and by 1 horizontal to 3 vertical slope extending outward from that line 1 ft beyond outeredge of pipe or duct.C. Unsuitable Material: Topsoil, peat, organic soils, and materials containing slag, cinders, foundrysand, debris, and rubble or soil with less than required bearing capacity as determined byENGINEER.1.03 SUBMITTALSA. Shop Drawings:1. Shoring, Bracing and Sheeting Layout and Details: ENGINEER will review submitted materialto ascertain effect on new construction. ENGINEER will not review shoring, bracing, andsheeting for structural integrity or effect on existing facilities.B. Miscellaneous Submittals:1. Test results to verify fill materials meet specifications.C. Submit in accordance with Section 01330.02315-1City of Appleton – Reid Golf Course – 60147926

1.04 QUALITY ASSURANCEA. Testing:1. Testing will be provided by OWNER in accordance with Section 01455 and this Section.2. Degree of Compaction: ASTM D1557, (90%/95% Modified Proctor).3. Moisture Content: Within 3% of optimum when placed and compacted, unless otherwiseapproved by ENGINEER.B. Sheeting, Shoring, and Bracing:1. Sheeting, shoring, and bracing shall be designed by Professional Engineer registered in theState of Wisconsin.2. Sheeting, shoring, and bracing shall conform to safety requirements of federal, state, or localpublic agency having jurisdiction over such matters. Most stringent of these requirementsshall apply.1.05 PROJECT/SITE CONDITIONSA. Do not block or obstruct sidewalks, roads, streets, or pavements with excavated materials, except asauthorized by ENGINEER. Minimize inconvenience to public travel or tenants occupying adjoiningproperty.B. Sheeting, Shoring, and Bracing:1. Sheeting, shoring, and bracing shall not affect structural integrity of new construction, watertightness, or waterproofing of new construction, and shall allow for sufficient clearancesnecessary to install associated appurtenances adjacent to new construction.2. Sheeting, shoring, and bracing, shall not penetrate walls or slabs of new construction unlessapproved by ENGINEER.PART 2 PRODUCTS2.01 STRUCTURAL FILLA. Well-graded or poorly graded gravels and gravel-sand mixtures, well-graded or poorly graded sandsand gravelly sands or other approved granular material, of 2 in. maximum size, free from organicand deleterious materials. Classified as GW, GP, SW, or SP in Unified Soil Classification System.B. Plasticity Index: ASTM D4318, 6 or less. Plasticity Index shall be performed on fraction of materialthat passes the No. 40 sieve.C. Maximum Fines: ASTM D422, 10% passing No. 200 sieve.D. Uniformity Coefficient: 5 or greater.2.02 EARTH FILLA. Subsoil or sand, free of wood, peat, cinders, organic, and deleterious matter or other rubbish.2.03 FREE-DRAINING FILLA. ASTM C33, Size No. 67.B. Washed crushed stone, maximum fines: ASTM D422, 1-3% passing No. 200 sieve.02315-2City of Appleton – Reid Golf Course – 60147926

2.04 SHEETING, SHORING, AND BRACINGA. Type, design, detail, and installation of shoring, sheeting, and bracing shall be determined by andsole responsibility of CONTRACTOR.2.05 SOURCE QUALITY CONTROLA. Testing:1. One sieve analysis, plasticity index, and uniformity coefficient for each source of structural fill,to be performed by OWNER’s material testing contractor.2. One sieve analysis for each source of free-draining fill, to be performed by OWNER’s materialtesting contractor.PART 3 EXECUTION3.01 PREPARATIONA. Notify corporations, companies, individuals, or authorities owning above or below ground conduits,wires, pipes, or other utilities running to property or encountered during excavating operations.B. Cap or remove and relocate services in accordance with instructions by owners of said services.C. Protect, support, and maintain conduits, wires, pipes, or other utilities that are to remain inaccordance with requirements of owners of said services.3.02 EXAMINATIONA. Proof roll and examine surfaces to receive fill and subgrades within influence zone to determineexistence of soft areas, areas loosened by frost action or softened by flooding, groundwater, orweather or existence of unsuitable materials.3.03 SHEETING, SHORING, AND BRACINGA. Whenever necessary to prevent caving during excavation and to protect adjacent structures,property, workers, and public, excavations shall be sheeted, shored, and braced.B. When sheeting, shoring, and bracing is required, drive/install to prevent soil from entering excavationbelow or through sheeting.C. Keep sheeting in-place until structure is placed, tested, and backfilled.D. Remove sheeting, shoring, and bracing in manner not damaging structure or permitting voids withinbackfill.E. Fill settled areas remaining after sheeting has been pulled with sand or other approved material.3.04 FILL USAGEA. Structural: Within influence zone of footings and foundation slabs. Within influence zone ofpavements and sidewalks or under piping.B. Free Draining: Where noted.C. Earth: Other areas not previously specified.02315-3City of Appleton – Reid Golf Course – 60147926

3.05 DRAINAGE AND DEWATERINGA. Sections 3.15 of the City of Appleton Erosion Control & Vegetative Restoration Specifications,exceptas may be modified below.1. Protect adjacent properties from damage due to dewatering operation.B. Dewatering:1. Keep construction site free-draining.2. Keep excavations free from water.3. Maintain groundwater minimum of 12 in. below excavations including undercut areas by use ofwells, well points, or sumps.4. Remove soil that is disturbed by pressure or flow of groundwater and replace withfree-draining material.5. Maintain dewatering systems to prevent uplifting of structures.6. CONTRACTOR is responsible for design, operation and maintenance of dewatering devicesand equipment.7. Pumping equipment shall be enclosed to limit noise.8. Dewatering shall be accomplished prior to excavation and shall be maintained until finishedwork is safe from injury.9. Dewatering system shall comply with Wisconsin Department of Natural Resources (WDNR)Administrative Code NR 812 and NR 146.10. CONTRACTOR is responsible for preparation and submittal of all necessary well constructionand abandonment applications to WDNR, including all associated fees, if any.11. CONTRACTOR is responsible for protecting existing channel and receiving waters fromsedimentation from dewatering operations.12. Dewatering wells shall be drilled, maintained, and abandoned in accordance with federal, stateand local ordinances.C. If using wells to dewater, obtain WDNR Water Use Section approval for dewatering operations,where the withdrawal of an average of 100,000 gallons per day or more in any 30-day period isanticipated.1. CONTRACTOR to make application for necessary WDNR permits to:Wisconsin Department of Natural ResourcesWater Use Section DG/5P.O. Box 7921Madison, WI 537072. WDNR has up to 45 working days after receipt of completed application for response.CONTRACTOR to schedule construction operations such that dewatering permit is receivedprior to start of construction.D. Provide silt fence, riprap, sedimentation basins, dewatering bags, or other approved means tominimize erosion, collect particulates, and dissipate energy from discharge point of pumped water inaccordance with requirements of WDNR “Technical Standard No. 1061 Dewatering.”E. Where discharge has potential to cause adverse impact on quality of receiving water, a WisconsinPollutant Discharge Elimination System (WPDES) permit is required in accordance with WisconsinStatues 283.1. CONTRACTOR shall prepare, submit application for and obtain a WPDES permit prior tostart of dewatering operations.02315-4City of Appleton – Reid Golf Course – 60147926

2. Where WPDES permit is required, CONTRACTOR shall arrange for independent testinglaboratory to sample and analyze discharge water for particulates at frequency indicatedwithin WPDES permit. Where particulates exceed specified limits, CONTRACTOR shall takesuch measures as are required to improve water quality to meet standards.3. No contract time extension will be granted for stoppage of Work caused by suspension ofWPDES permit.4. Sedimentation basins constructed to improve water quality shall meet requirements of WDNR“Technical Standard No. 1064, Sediment Basin.”a. Clean sediment basins when sediment reaches one-half basin depth.F. As CONTRACTOR deems necessary, sump pumps may be used for localized trench dewatering.CONTRACTOR shall provide necessary silt fence, riprap, dewatering bags, or sedimentation basinsor other approved means to minimize erosion, remove soil and fines, and to dissipate energy fromdischarge at point of discharge. OWNER will require CONTRACTOR to sample and analyzedischarge water where evidence of excessive particulates is seen. Excessive particulate counts willrequire CONTRACTOR to improve system. Sediment shall be removed in accordance with WDNR“Technical Standard No. 1061, Dewatering.”3.06 SURFACE PREPARATIONA. Fill settled areas where excavations or trenches were backfilled and holes made by demolition, treeremoval, and site preparation work.B. Remove and replace or recompact natural soils or compacted fill softened by frost, flooding,groundwater, or weather.C. Remove frozen soils within influence zone and replace with structural fill.D. Do not excavate within influence zone of existing footings or foundations, without prior approval ofENGINEER.3.07 EXCAVATIONA. Excavate to elevations and dimensions necessary to complete construction. Method of excavationshall be consistent with soil types encountered and result in undisturbed foundation subgrade.Loosened soils shall be recompacted or removed and replaced with fill material meeting theseSpecifications.B. Remove unsuitable material within influence zone of footings and foundations.C. Upon completion of excavation, notify ENGINEER before proceeding with further Work.D. Protect excavated areas from freezing.3.08 PLACING FILLA. Notify ENGINEER before placing fill material.B. Do not use frozen material or place fill on frozen subgrade.C. Fill excavations below bottom of foundation or footing elevations within influence zone with concreteor structural fill.D. Do not backfill until new concrete is properly cured and required tests accepted.02315-5City of Appleton – Reid Golf Course – 60147926

E. Do not operate power-operated earth moving or backfill equipment closer to foundation walls orother structures than distance equal to 1/2 height of backfill above top of footing.F. Place fill simultaneously on both sides of free-standing structures.G. Begin compaction of each layer at structure wall to minimize lateral forces against structure due towedging action of soil.H. Lift Thickness and Compaction: Place and compact fill materials in maximum lift thickness and tominimum densities listed.LocationLoose Lift ModifiedThickness (in.) Proctor (%)Calumet Street, Kernan Avenue 8 95Sidewalk, Paving, or Piping Influence Zones 12 90Lawn and Landscaped Areas, Including Fill Areas 12 85I. Stop backfill at specified or indicated grade to allow for placing of topsoil when required.J. Compact backfill in lawns and landscaped areas adjacent to structures to minimum density notedherein, but not more than 90% of maximum dry density as determined by ASTM D1557.K. Section 3.08 does not include golf course feature areas (tees, greens, fairways, roughs, bunkers).Refer to Section 27 of the Special Provisions for placing fill in the golf course feature areas.3.09 FIELD QUALITY CONTROLA. Testing:1. One field density test for each 25 cubic yards of structural fill, minimum one each lift.2. One field density test for each 500 cubic yards of earth fill.3. Method of Testing: Determine in-place density of fill at maximum intervals specified herein inaccordance with ASTM D1556, D2167, D2922, or D2937.3.10 EXCESS MATERIALA. Excess Material:1. OWNER has first right to excess excavated material suitable for backfilling or site grading, notrequired at job site.2. Remove material not required by OWNER from site.* * * END OF SECTION * * *02315-6City of Appleton – Reid Golf Course – 60147926

SECTION 02371RIPRAP AND FILTER FABRICPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Conform to Special Provisions, Bid Item:oNo. 9: Furnish and Install WDOT Medium Riprap and Filter Fabric.1.02 SUBMITTALSA. Location of source of riprap material.B. Test results.C. Submit in accordance with Section 01330.1.03 QUALITY ASSURANCEA. Testing shall be provided by CONTRACTOR in accordance with Section 01455 and this section.1. Riprap: Wisconsin DOT quarry approval. Submit independent testing results if quarry is notWisconsin DOT certified. If quarry is Wisconsin DOT certified, submit copy of certificationletter to OWNER. The current list of DOT approved quarries can be found athttp://www.dot.wisconsin.gov/business/engrserv/ap2012.htm.2. Filter Fabric: Manufacturer certification of fabric.1.04 DEFINITIONSA. State Specifications: State of Wisconsin Department of Transportation, “Standard Specifications forHighway and Structure Construction,” Latest Edition including any subsequent SupplementarySpecifications.PART 2 PRODUCTS2.01 MATERIALSA. Medium Riprap:1. Sound, hard, dense, quarry stone resistant to action of air and water, and free from seams,cracks or other structural defects.2. Shape shall be approved by ENGINEER and, except those used for chinking, shall complywith Subsection 606.2 of State Specifications for medium riprap.3. Color shall be approved by OWNER and shall match color of dry cut retaining wall and rockoutcropping.B. Filter Fabric for Medium Riprap, Type HR: Conform to Subsection 645.2.7 of State Specifications.02371-1City of Appleton – Reid Golf Course – 60147926

PART 3 EXECUTION3.01 PREPARATIONA. Areas on which riprap are to be placed shall be graded and dressed as follows:1. To lines and grades shown on Drawings or as required by ENGINEER.2. Repair eroded or washed out areas prior to placement of materials.3.02 INSTALLATIONA. Place filter fabric in accordance with manufacturer's recommendations.B. Medium Riprap:1. Provide stone riprap to produce reasonably well graded mass of stone with minimumpracticable percentage of voids.2. Place by method preventing segregation of various sizes of stone.3. Rearrange or shape material to prescribed section after placement and add additionalmaterial if sections indicate such to be necessary in opinion of ENGINEER.4. Larger stones shall be well distributed throughout mass and finished protection shall be freefrom pockets of small stones and clusters or large stones.5. Fill holes or open spots to produce well graded protection.6. Unless otherwise provided, riprap shall be at least 24 in. thick.7. Compact riprap as construction progresses; finished surface shall be even and tight.8. OWNER shall inspect filter fabric prior to placement of riprap and during placement of riprap.Damaged filter fabric shall be replaced at the CONTRACTOR’s expense.* * * END OF SECTION * * *02371-2City of Appleton – Reid Golf Course – 60147926

SECTION 02378GROUND STABILIZATION WITH EROSION CONTROL MATPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Conform to Special Provisions for Bid Items:1.02 SUBMITTALSA. Product Data:o No. 5: Furnish and Install Soil Stabilizer Type B,o No. 6: Furnish and Install AEC Premier Straw SN – Quick Mow Erosion Control Mat,o No. 7: Furnish and Install Erosion Control Mat, Class I, Type B, ando No. 8: Furnish and Install Turf Reinforcement Matting, Class III, Type B.1. Manufacturer's certification and installation recommendations for erosion control mat.2. Manufacturer's certification of conformance test results for erosion control mat.B. Submit in accordance with Section 01330.1.03 DELIVERY, STORAGE, AND HANDLINGA. Deliver erosion control mat to Project site to facilitate handling and incorporation into Work withoutdamage.B. Store material in accordance with manufacturer's recommendations and prevent exposure to directsunlight and damage by other construction activities.PART 2 PRODUCTS2.01 MATERIALA. Erosion control mat shall meet requirements of erosion mats listed in the Product Acceptability Listfor Multi-Model Applications, Latest Edition, published by the Wisconsin Department ofTransportation.B. Soil Stabilizer, Type B (PAM):1. Comply with City of Appleton Erosion Control and Vegetative Restoration Specifications.2. Soil stabilizer shall have the proven abilities to bond soil particles to a minimum particle size of1.0 mm.3. Only the anionic form of polyacrylamide (PAM) shall be allowed.4. Anionic PAM in pure form shall have no more that 0.05% acrylic monomer by weight asestablished by the Food and Drug Administration and the Environmental Protection Agency.5. The application rate for PAM in its pure form on slopes and channels shall not exceed 200lbs/acre.6. Manufacturers:a. Construction Fabrics and Materials CF 2000.02378-1City of Appleton – Reid Golf Course – 60147926

. Earth & Road Natural Earth PolyStable Plus.c. Polymer Plus, LLC PolyPlus.d. Soilnet TRIPAM, 35, 50.e. Agrecol B100.f. ENCAP, PAM-12 Plus.g. Or equal.C. AEC Premier Straw SN – Quick Mow (or equal) erosion control mat to be used on pond sideslopeseeding, in fill areas, and other areas as indicated on the construction plans.1. Manufacturers:a. American Excelsior,b. Or equal.D. Class I, Type B erosion control mat to be used on channel side slopes and in conjunction with TurfReinforcement Mat.1. Manufacturers:a. American Excelsior, Curlex High Velocity, AEC Premier Straw DN, Curlex II, Curlex II,CL, Curlex LT, or AEC Premier Straw/Coconut,b. East Coast Erosion Blankets, ECS-2, ECS-2D,c. Enviroscape, ECM S2000, ECM S2000D,d. Ero-Guard, EG-2S,e. Erosion Control Blanket.com, S32,f. Erosiontech, ETRS-2,g. Erosion Control Systems, Proguard DS,h. North American Green, S150, DS150, SC150,i. Propex, Landlok CS2, Landlok S2,j. SoilTex, DNS,k. Verdyol, V 150 S,l. Western Excelsior, Excel SS-2, Excel SS-2 Rapid Go, Winters Straw HVW, Winters,Straw HVG, Winters Choice HV,m. Or equal.E. Class III, Type B turf reinforcement mat to be used at pond spillway and channel transition areas.F. Pins:1. Manufacturers:a. Colbond Geosynthetics, Enkamat 7010 or 7018,b. Maccaferri, MacMat N10,c. Nocolon Mirafi Miramat, TM8,d. Tensar, TM3000,e. Or equal.1. Pins to secure urban erosion mat to ground shall be from the following list:a. American Excelsior, E-Staple,b. CFM Corp., CF Bio Staple,c. Green Stake, Green Stake,d. North American Green, Bio-Stake,e. ODC Inc. Enviro-Stake.02378-2City of Appleton – Reid Golf Course – 60147926

2. Pins to secure turf reinforcement mat to ground shall be according to manufacturer’sspecifications.PART 3 EXECUTION3.01 PREPARATIONA. Remove surface protrusions, debris, sharp objects, trees, stumps, or large roots.B. Grade smooth or fill ruts in subgrade in excess of 3 in. deep.3.02 INSTALLATION OF EROSION CONTROL MAT OR TURF REINFORCEMENT MATA. Install all erosion control mats as specified below:1. Install seed prior to installation of erosion control mat.2. Install in accordance with manufacturer’s instructions.3. Erosion control mat is to be installed in widths of the bolt vertically on the slope.4. Overlap erosion control mat to cover area.a. Minimum Overlaps: 6 in.5. Secure mat at 4 pins per square yard.B. Install all turf reinforcement mats as specified below:1. Install turf reinforcement mat in accordance with manufacturer’s instructions.2. Install erosion control mat as specified in Section 3.02A, after turf reinforcement matinstallation.3.03 FIELD QUALITY CONTROLA. Repair or replace damaged erosion control mat.1. Torn erosion control mat may be patched in-place by placing erosion control mat over tear.2. Dimensions of patch shall meet lap requirements.3. Secure to prevent base course material from causing lap separation.* * * END OF SECTION * * *02378-3City of Appleton – Reid Golf Course – 60147926

SECTION 02821CHAINLINK FENCES AND GATESPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Conform to the Special Provisions for Bid Items:ooNo. 3: Furnish, Install, Maintain, and Remove Tracking Pads, andNo. 13: Furnish & Install Access Gates.1.02 DELIVERY, STORAGE, AND HANDLINGA. Upon removal of the existing fence, CONTRACTOR shall secure an area within the constructionlimits of the project for storage of the salvaged fence.B. Handle and store to avoid damage.1.03 PROJECT/SITE CONDITIONSA. Do not drive equipment on areas to be landscaped except as approved by ENGINEER. Protectareas not accessible from roads with heavy wood planking.PART 2 PRODUCTS2.01 FABRICA. Steel wire helically wound and interwoven to provide continuous mesh without knots or ties,conforming to requirements of ASTM A491.B. Mesh Size: 2 in.C. Wire Size: 9 ga. coated wire.D. Galvanized Coating: ASTM A392, Class 2.0.E. Fabric Ties: Minimum 9 ga. aluminum or zinc wire.F. Selvages:1. Fabrics with 2 or 2 1/8 in. mesh, in heights 60 in. and under shall be knuckled at bothselvages. Fabric 72 in. high and over shall be knuckled at one selvage and twisted at other.2. Selvages of fabrics with meshes of less than 2 in. shall be knuckled.2.02 FRAMEWORKA. Posts, Rails, and Braces:1. Galvanized steel pipe conforming to ASTM A53, Schedule 40 or ASTM A659.B. Dimensions and Weights:02821-1City of Appleton – Reid Golf Course – 60147926

Use and ShapeUncoated MinimumOutsideDimensions (in.)Uncoated Minimum Weight(lbs/ft)End, Corner, and Pull PostsHeight: 6 to 8 ftRound 2.875 4.69Gate PostsLeaf Width 6 ft or LessRoundLeaf Width 13 ft or LessRoundLeaf Width 18 ft or LessRound2.8754.006.6255.799.1018.97Leaf Width Over 18 ftRound8.62528.55Rails and BracesRound 1.66 1.82Line PostsRound 2.375 2.96C. Tension Wire: Spiraled or crimped No. 7 ga. coated with 0.40 oz aluminum/sq ft.D. Framework color shall match chainlink fence color.2.03 GATESA. Swing type, complete with latches, stops, keepers, and hinges.B. Construct gates with top, bottom, and side framework of following dimensions and weights.Use and ShapeMinimum OutsideDimensions (in.)Minimum Weight (lbs/ft)Height 6 ft or Less and Leaf8 ft or LessSquare 1.50 1.90Height Over 6 ft or LeafWidth Over 8 ftSquare 2.00 2.60C. Weld joints or assemble with fittings. Use 3/8 in. diameter truss rods on gates assembled withfittings. Provide vertical bracing at 8 ft maximum spacing. Provide horizontal brace or 3/8 in.diameter truss rod for leaves over 10 ft wide.D. Cover with fence fabric, attached securely to frame with fabric ties at 15 in. maximum spacing.E. Latch: Forked or plunger bar type with integral padlock eye to permit operation from either side ofgate.02821-2City of Appleton – Reid Golf Course – 60147926

2.04 TENSION BARSA. Minimum 3/16 in. by 3/4 in. galvanized steel bars.B. One bar for each end and gate post and two for each corner and pull post.2.05 HARDWARE AND FITTINGSA. Solid aluminum alloy/aluminum coated steel in compliance with ASTM F626 or hot dip galvanized inaccordance with ASTM A153.B. Standard post tops provided with hole suitable for through passage of top rail.2.06 FOOTINGSA. Class B2 concrete in accordance with Section 03300.PART 3 EXECUTION3.01 EXAMINATIONA. Examine conditions under which fence and gates to be installed. Notify ENGINEER in writing ofimproper work conditions.B. Do not proceed with Work until unsatisfactory conditions corrected.C. Check location of underground work to make sure fence footings clear utilities and drainage work.3.02 INSTALLATIONA. Framing:1. Install line posts not more than 10 ft apart.2. Install pull posts not more than 600 ft apart where straight run of fence exceeds 600 ft andfence line changes direction by more than 15, but less than 30.3. Install corner posts where fence line changes direction by more than 30.4. Set posts in concrete footings, plumb and true to line.5. If C-section line posts are used, posts may be mechanically driven 3 ft 0 in. into ground in lieuof concrete set.6. Brace and truss end, pull, corner, and gate posts to adjacent line posts. Provide brace tomatch top rail spaced midway between top rail and tension wire and extending to adjacent linepost. Truss diagonally with 5/16 in. diameter tension rod with turnbuckle.7. Fasten top rail to end, pull, gate, and corner posts. Pass top rail through fittings of line posts.8. Provide expansion and contraction joints in top rail for each 100 lin ft of fence.9. Fasten bottom tension wire to end, pull, gate, corner, and line posts.B. Footings:1. Vertical sides to minimize uplift. Dispose of excavated material in accordance withSection 02315.2. Rod and compact Class B2 concrete around posts. Slope top of footings above level ofadjacent grade and trowel finish.02821-3City of Appleton – Reid Golf Course – 60147926

3. Size:C. Fabric:D. Gates:a. 6 in. minimum diameter plus outside dimension of post.b. Set corner, end, pull, and gate posts 42 in. into concrete.c. Set line posts 36 in. into concrete.d. Total depth of concrete shall be 6 in. greater than required for post embedment.4. Time of Set: 48 hours before rails erected or fabric applied or stretched.1. Place fabric on outside of posts and stretch to avoid bulging or buckling.2. Fasten at line posts, top rail, and bottom tension wire with aluminum or zinc ties. Space tiesnot more than 15 in. apart on line posts and not more than 24 in. apart on rail and tensionwire.3. Fasten at terminal posts at intervals not exceeding 15 in. using flat or beveled galvanizedsteel bands with 5/16 in. by1 1/4 in. galvanized carriage bolts and nuts.4. Make tie connections on interior side of fence.1. Install gates plumb, level, and secure for full opening without interference.2. Install ground-set items in concrete for anchorage.3. Adjust hardware for smooth operation and lubricate where necessary.4. Install gates according to manufacturer's instructions, plumb, level, and secure.E. Protective Electrical Ground.1. Ground continuous fence at intervals not exceeding 500 ft in urban areas and 1000 ft in ruralareas. Ground within 100 ft of gates in each section of fence adjacent to gate.2. Ground fence under power line by three grounds, one directly under crossing and one oneach side 25 ft to 50 ft away. Locate single ground directly under each telephone wire orcable crossing.3. Use counterpoise ground only where it is impossible to drive ground rod.4. Connect ground wire to fabric and ground rod by mechanical clamp of cast bronze body andbronze or stainless steel bolts and washers.3.03 ADJUSTMENT AND CLEANINGA. Gates: After repeated operation of completed installation equivalent to 3 days' use by normal traffic,readjust gates for optimum operating condition and safety. Lubricate operating equipment and cleanexposed surfaces.B. Peen bolts located on lowest 72 in. of fencing.* * * END OF SECTION * * *02821-4City of Appleton – Reid Golf Course – 60147926

SECTION 02905REID GOLF COURSE NATIVE LANDSCPAINGPART 1 GENERAL1.01 SUMMARYA. Work specified in this section is considered incidental and shall be included as part of Bid Items:ooooNo. 65: Furnish and Install Landscaping Plugs,No. 68: Furnish and Install Wetland Side Slope Zone Seeding,No. 73: Furnish and Install Wetland Zone (Wetland Depressions & Channel Bottom) Seeding, andNo. 74: Furnish and Install Channel Zone (Low Flow Channel Side Slopes) Seeding.1.02 MEASUREMENT AND PAYMENTA. Include cost of:1. Providing and installing plantings.2. Providing and installing seeding.3. Provide a 2-year maintenance plan, including performing maintenance through 2015 by theCity.4. Storage of plant material.5. Replacement of plants that are missing at end of warranty period.6. All labor, materials and equipment necessary for planting and maintenance of nativevegetation, until initial acceptance by OWNER, as indicated on the drawings.7. Cleanup.8. Other appurtenant and incidental Work.B. Do not include cost of:1. Work included in other Bid Items.C. Measurement for Payment:1. Landscaping plugs will be measured by each. Channel zone, wetland side slope zone, andwetland zone seeding areas will be measured by square yard. A copy of plant supplier receiptindicating quantity according to plant and seed list on drawings and onsite planting instructionsis required.D. Payment:1. Consider work-related activities in this section incidental and include cost as part of Bid Items:ooooNo. 65: Furnish and Install Landscaping PlugsNo. 68. Furnish and Install Wetland Side Slope SeedingNo. 73: Furnish and Install Wetland Zone (Wetland Depressions & Channel Bottom)SeedingNo. 74: Furnish and Install Channel Zone (Low Flow Channel Side Slopes) Seeding1.03 WORK INCLUDES:A. Work includes all labor, materials and equipment necessary for planting and development of a2-year maintenance plan for the native vegetation communities as indicated on Drawings.02905-1City of Appleton – Reid Golf Course – 60147926

1.04 REFERENCESA. All materials shall comply with following references:1. Curtis, J. 1959. Vegetation of Wisconsin. University of Wisconsin Press, Madison, WI.2. Fassett, N.C. 1975. A Manual of Aquatic Plants. University of Wisconsin Press, Madison, WI.3. Fassett, N.C. 1976. Spring Flora of Wisconsin. University of Wisconsin Press, Madison, WI.B. “State Specifications”: State of Wisconsin Department of Transportation, “Standard Specifications forHighway and Structure Construction,” Latest Edition, including any subsequent SupplementalSpecifications.1.05 QUALITY ASSURANCEA. Ability to Deliver:1. Investigate sources of supply and confirm they can supply plants specified on plant list insizes, variety, and quality noted and specified before submitting bid. Failure to take thisprecaution will not relieve responsibility for furnishing and installing plant material inaccordance with Contract requirements.2. Substitutions may be permitted only upon submission of written proof that specified plantis not obtainable locally. Such substitution may be made upon written authorization by CityHorticulturalist. Adjustments will be made at no additional cost to OWNER.3. Provide plants shown on Drawings in quantity and size designated.B. Inspection:1. OWNER may inspect plant material at nursery. Such inspection shall be in addition toinspection at job site.2. Upon delivery and before planting, OWNER and City Horticulturalist will inspect plants.3. Inspection and approval is for quality, size, and variety only, and in no way impairs right ofrejection for failure to meet other requirements during progress of Work.4. CONTRACTOR shall be present during required inspections.1.06 DELIVERY, STORAGE, AND HANDLINGA. Preparation for Delivery:1. Seed:a. Pack seeds for delivery in suitable bags in accordance with standard commercialpractice.b. Tag or label each bag as required by law of State of Wisconsin. Vendor’s name shallshow on or be attached to each bag together with statement signed by vendor indicatingfollowing:(1) Kind of seed contained.(2) Percentage of purity and germination for side slope and upland grasses.(3) Percentage of hard seed, if any.(4) Statement conforming to laws of State of Wisconsin herein before mentionedshowing percentage of weed seeds, if any.c. Remove from site seed which has become wet, moldy, or otherwise damaged andreplace without extra cost to OWNER.d. Protect seed and other materials against weather-related damage or other damagesoccurring during transit and storage so their effectiveness will not be impaired. Do notstore in direct contact with ground.02905-2City of Appleton – Reid Golf Course – 60147926

2. Container Plants:B. Delivery:a. Provide container to hold rootstock protecting root mass and structure during deliveryand handling.b. Roots shall be developed and free from root rot.c. Roots shall be kept cool and moist and out of sun and wind.d. Follow nursery guidelines.e. Bare root plants are unacceptable.1. Schedule shipping to minimize on-site storage of materials.2. Container Plug: Take precautions in accordance with best trade practices and nurseryrecommendations to ensure arrival of material at job site in good condition and without injury.Cover plants to prevent freezing, drying, transit injury, or other exposure. During shipment,plants shall not be bent, stacked, or bound in manner that damages or destroys natural shape.3. Notify OWNER two (2) full business days before delivery of plant material.4. Each shipment shall be accompanied by invoice showing sizes and varieties included.a. Provide copy of invoice to OWNER upon delivery of plant material.b. Failure to notify OWNER in advance, in order to arrange proper scheduling forinspection, may result in loss of time or removal of plant material not installed asspecified.C. Temporary Storage:1. Storage of Plant Material:a. Set plants that are not to be planted within 4 hours, on ground and heal in with peat, soil,mulch or other approved media.b. Protect roots of plant material from drying or other possible injury.c. Water plants as necessary until planted.d. Plants shall not remain unplanted for longer than 3 days.2. Storage of Materials: Store fertilizer, humus, and spray materials in weatherproof storageareas and in such manner that their effectiveness will not be impaired.D. Protection:1. Protect planted areas against damage by trespass and other Work until substantial completion.2. Replace, repair, restake or replant plantings which are damaged.1.07 PROJECT/SITE CONDITIONSA. Inspection:1. Prior to beginning Work, OWNER shall examine and verify acceptability of project site forconditions under which Work will be performed. Do not proceed with Work until unsatisfactoryconditions have been corrected.2. Starting Work constitutes acceptance of conditions under which Work is to be performed. Aftersuch acceptances, CONTRACTOR shall be responsible for correcting unsatisfactory anddefective Work resulting from such unsatisfactory conditions.B. CONTRACTOR shall make arrangements for water used for planting with appropriate water utilities.Cost of water usage is responsibility of CONTRACTOR and is incidental to contract.02905-3City of Appleton – Reid Golf Course – 60147926

1. Obtain from fresh water sources and free from injurious chemical or other toxic substancesharmful to plant life. No water which is brackish may be used.2. Provide hose and equipment necessary for proper watering of plant material.C. Installation Schedule:1. Work may not begin until soil conditions and weather conditions are appropriate.2. Plug installation may begin when final grade is reached, and weather conditions do not indicatedrought or flash floods.3. Native channel seed installation begins at the end of each construction phase once topsoil hasbeen placed and final grades have been established.D. When landscape work is executed in conjunction with construction of other work, coordinate scheduleto permit execution of landscape work.1.08 WARRANTYA. During 1-year warranty period CONTRACTOR shall replace plants which have died, or are in dyingcondition or which have failed to flourish so its usefulness or appearance has been impaired.1. Replacement and Damages:a. Plants shall be visible by end of second growing season. CONTRACTOR shall replantplants not meeting these requirements.b. CONTRACTOR is responsible for repairing damage to property caused by defectiveworkmanship and materials.2. Exclusions:1.09 REPLACEMENTSa. CONTRACTOR is not liable for replacement cost of plants damaged by extreme weatherconditions, or by failure of OWNER to follow the CONTRACTOR’s maintenance plan.CONTRACTOR is not liable for plants not installed by CONTRACTOR underCONTRACTOR'S supervision, by relocation or removal by others, by acts of God, or byvandalism, and losses because of curtailment of water by local authorities.A. Plants which have died prior to inspection for initial acceptance shall be replaced.B. Plants which die or require replacement for other reasons during 1-year warranty period shall bereplaced at CONTRACTOR’S expense as soon as possible during following planting seasons.C. Plugs that are uprooted due to heavy rainfall events before roots are secure shall be replaced atCONTRACTOR's expense.D. Procedure:1. Dispose of dead plants off-site.2. Replacements shall be of same size and species as original plant unless otherwise approvedby OWNER.3. Replacements shall be supplied and installed in accordance with Specifications.4. Restore areas damaged by replacement operations to original condition.5. Notify OWNER at conclusion of replacement program per Section 1.09A.6. OWNER will conduct inspection of replacements for determining final acceptance.02905-4City of Appleton – Reid Golf Course – 60147926

PART 2 PRODUCTS2.01 PLANT SPECIMENSA. General:1. Plant material shall be nursery grown unless otherwise specified or approved in writing byOWNER. Plants shall have been grown within same hardiness zone as Project site oracclimated to conditions of same hardiness zone for minimum of two growing seasons.Hardiness zones shall conform to "Zones of Plant Hardiness" as provided by U.S. Departmentof Agriculture.2. Unless specifically noted otherwise, plants shall be of selected specimen quality; have normalhabit of growth; and be sound, healthy, vigorous plants with well-developed root systems.Plants shall be free of disease, insect pests, their eggs or larvae, and injuries.3. Plant/Species information:a. See Section 2.01 D. for Reid Golf Course Emergent Zone, Wetland Zone (WetlandDepressions and Channel Bottom), Channel Zone (Low Flow Channel Side Slopes), andWetland Side Slope Zone (Wetland Depression Side Slopes) seed and plug quantitiesand plant according to locations shown on drawing.b. Plants shall be true to species and variety and conform to measurement specified inPlant Schedule, except plants larger than specified may be used if approved by OWNER.Use of such plants shall not result in increase in Contract Price.c. Where plants larger than specified have been submitted in writing for approval andapproved in writing by OWNER, CONTRACTOR shall assume responsibility of guaranteefor plant in size as planted.B. Plugs (Designated Container or Pot):1. Container grown plants shall have heavy fibrous root system, or well-developed tap root,developed by proper horticultural practice including transplanting and root pruning, and shallhave grown in container for at least one growing season.2. Root system shall have developed sufficiently long for new fibrous roots to develop so rootmass will retain its shape and hold together when removed from container.3. Bare root plants are unacceptable.C. Seeding1. Seed stock shall be wild ecotype indigenous to upper Midwest and shall originate within U.S.Department of Agriculture Hardiness Zones 4 or 5.2. Grasses classified as “Agricultural grasses” shall be PLS as specified. Other seed shall be“clean” according to high quality industry standards. All seed shall be cold, dry stratified;legumes shall be inoculated with proper rhizobia immediately prior to planting. (Six hours orless.)3. Seed mixtures shall be blended by vendor, ratios of various species shall be guaranteed byvendor in writing to be as specified. CITY ENGINEER must approve any substitutions.4. Meet requirements established by state and federal seed and weed control laws.D. Reid Golf Course Emergent Zone, Wetland Zone (Wetland Depressions and Channel Bottom),Channel Zone (Low Flow Channel Side Slopes), and Wetland Side Slope Zone (Wetland DepressionSide Slopes) seed and plug quantities:02905-5City of Appleton – Reid Golf Course – 60147926

Emergent ZoneLatin NameCommon NameEleocharis sp. Spike Rush 5%Leersia oryzoides Rice-cut Grass 10%Juncus effusus Soft Rush 10%Caltha palustris Marsh Marigold 10%Iris virginica Blue Flag Iris 5%Acorus calumus Sweet Flag 10%Pontederia cordata Pickerel Weed 10%Sagittaria latifoliaBroad-LeavedArrowhead10%Scirpus validus Soft Stem Bulrush 10%Sparganium eurycarpum Giant Bur Reed 10%Scirpus fluviatilis River Bulrush 10%Wetland Zone (Wetland Depressions and Channel Bottom)Grasses (Seed) (16lbs per acre)Latin NameCommon NameLeersia oryzoides Rice-cut Grass 35%Carex vulpinoidea Fox Sedge 15%Spartina pectinata Prairie Cord Grass 35%Carex scoparia Broom Sedge 15%Sub Total 100%Plugs (3 feet spacing)Latin NameCommon NameEleocharis sp. Spike Rush 10%Leersia oryzoides Rice-cut Grass 10%Asclepia incaranta Swamp Milkweed 5%Liatris spicata Marsh Blazing Star 10%Spartina pectinata Prairie Cord Grass 15%Lobelia siphilitica Great Blue Lobelia 10%Caltha palustris Marsh Marigold 5%Iris virginica Blue Flag Iris 15%02905-6City of Appleton – Reid Golf Course – 60147926

Latin NameCommon NameAcorus calumus Sweet Flag 10%Pontederia cordata Pickerel Weed 10%Channel Zone (Low Flow Channel Side Slopes)(16 lbs per acre)Latin Name Common Name % of MixLeersia oryzoides Rice-cut Grass 25%Carex vulpinoidea Fox Sedge 20%Spartina pectinata Prairie Cord Grass 25%Carex scoparia Broom Sedge 20%Panicum virgatum Switchgrass 10%Sub Total 100%Wetland Side Slope Zone (Wetland Depression Side Slopes)(50.5 lbs per acre)Latin Name Common Name % of MixBouteloua curtipendula Sideoats grama grass 25%SchizachyriumscopariumLittle bluestem 25%Sporobolus heterolepis Prairie Dropseed 25%Elymus virginicus Virginia wild rye 25%Sub Total 100%2.02 PLANTING MATERIALSA. Soil Amendments:1. Peat:2.03 PLANT SUPPLIERSa. Natural, domestic, or Canadian product, free of stones, taken from freshwater site.b. Not less than 80% decomposed organic matter by weight on oven-dried basis.c. Deliver peat in workable condition, free from lumps.A. At CONTRACTOR’S option, CONTRACTOR may contact following companies for plant, tree, andshrub supplies:Prairie Ridge Nursery9738 Overland RoadMt. Horeb, WI 5357202905-7City of Appleton – Reid Golf Course – 60147926

2.04 MULCHKester’s Wild Gamefood Nurseries4582 Hwy 116 EastP.O. Box 516Omro, WI 54963Wildlife Nurseries904 Bauman StreetOshkosh, WI 54902-3427Taylor Creek Restoration Nursery17921 Smith RoadP.O. Box 256Brodhead, WI 53520Marshland Transplant Aquatic Nursery116 East Huron StreetBerlin, WI 54923-2050J&J Transplant Aquatic Nursery, LLCP.O. Box 227Wild Rose, WI 54984-0227Prairie Nursery, Inc.P.O. Box 306Westfield, WI 53964A. Mulch to be in accordance with City of Appleton Erosion Control and Vegetative RestorationSpecifications.PART 3 EXECUTION3.01 EXAMINATIONA. Examine areas and conditions under which channel planting is to be performed and notifyENGINEER, in writing, of conditions detrimental to proper and timely completion of Work.B. Do not proceed with Work until unsatisfactory conditions are corrected.3.02 PLANTINGA. Plant Installation and Procedures:1. Planting shall take place in accordance with Section 1.07.C.2. Plant plugs in the Emergent Zone and Wetland Zone 4-6 in. deep into moist soil as designatedon Drawings and as directed by OWNER at time of planting.3. OWNER and CONTRACTOR will meet on site to flag plant species locations along theEmergent Zone, in the Channel, and in the Wetland Depression Areas.B. Site Conditions:1. Do not plant on saturated or frozen soil; except plants being installed into Emergent Zone orWetland Zone may be planted into saturated soils.2. Do not plant during high winds.02905-8City of Appleton – Reid Golf Course – 60147926

3.03 MULCHINGA. Placing mulch shall be in accordance with City of Appleton Erosion Control and VegetativeRestoration Specifications.3.04 MAINTENANCE DURING WARRANTY PERIODA. General:1. OWNER to provide maintenance during warranty period according to Maintenance Planprovided by CONTRACTOR.2. Repair work necessitated by CONTRACTOR’S operations, land disturbance outsidedesignated work areas, or due to CONTRACTOR’S negligence shall be performed without costto OWNER.B. Protection:1. CONTRACTOR is liable for damage to planted areas caused by deicing compounds, toxicsubstances, fertilizers, pesticides, and other materials applied by CONTRACTOR.CONTRACTOR is not liable for materials applied by others or damage caused by vandalism oracts of God.2. Protect emergent areas against damage by trespass and other causes until initial acceptance.3. Protect existing property and improvements within these sites and those adjacent to CITY’Sproperty.4. Repair damage created by operations.3.05 MAINTENANCE PLANA. General:1. Provide vegetation maintenance program which incorporates noxious weed (i.e. purple loosestrife;reed canary grass) and cattail control as well as native vegetation enhancementprocedures to be established by CONTRACTOR for maintenance of landscape work.Vegetation maintenance plan shall be approved by OWNER prior to planting.3.06 FIELD QUALITY CONTROLA. Preliminary Planting Acceptance:1. Notify OWNER when plants are ready for final inspection.2. Final completion will be granted upon conformance with following.a. Planted live plants are established upright, green and exist as indicated on Drawingsfollowing warranty period.3. After initial acceptance by OWNER, OWNER will be responsible for maintenance.* * * END OF SECTION * * *02905-9City of Appleton – Reid Golf Course – 60147926

SECTION 03200CONCRETE REINFORCEMENTPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of BidItems:ooooooooNo. 46: Furnish and Install 60” Diameter Manhole,No. 47: Furnish and Install 84” Diameter Manhole,No. 48: Furnish and Install 96” Diameter Manhole,No. 49: Furnish and Install 108” Diameter Manhole,No. 50: Furnish and Install Box Structure #1 (South Pond Inlet),No. 51: Furnish and Install Box Structure #2 (South Pond Outlet),No. 53: Furnish and Install Box Structure #4 (East Pond Inlet), andNo. 64: Furnish and Install Cutoff Wall.1.02 SUBMITTALSA. Shop Drawings:1. Conform to ACI SP-66 showing bending diagrams; assembly diagrams; location diagrams;splicing and laps of bars, shapes, and dimensions; and details for bar reinforcing, stirrupspacing, accessories, and openings.2. Coordinate bar splicing and placement with CONTRACTOR's concrete placing schedule andjoint locations.3. Submit with construction joint submittals required in Section 03300.B. Submit in accordance with Section 01330.1.03 DELIVERY, STORAGE, AND HANDLINGA. Store reinforcing steel on supports above ground; cover and keep clean.PART 2 PRODUCTS2.01 MATERIALSA. Steel Reinforcing Bars:1. Deformed bars conforming to ASTM A615, Grade 60.B. Reinforcing Supports:1. Shall have all plastic or stainless steel supports.2.02 FABRICATIONA. Fabricate to schedules and details on Drawings and in accordance with ACI 318.03200-1City of Appleton – Reid Golf Course – 60147926

PART 3 EXECUTION3.01 PLACEMENTA. Placement of reinforcing steel shall be approved by ENGINEER before covered with concrete.B. Correct displacement of reinforcement prior to and during concrete pouring operations. Maintainclear cover as noted on Drawings. Tolerances shall be in accordance with ACI 117 and ACI 318,unless noted otherwise.C. Support reinforcing steel in accordance with CRSI “Placing Reinforcing Bars” with maximum spacingof 4 ft 0 in.D. Tie reinforcing steel at intersections in accordance with CRSI “Placing Reinforcing Bars.”1. Maximum Tie Spacing for Footings and Walls: Every third intersection or 3 ft 0 in.2. Maximum Spacing for Slabs and Other Work: Every fourth intersection or 3 ft 0 in.3. Tie each dowel in-place.E. Locate reinforcing to avoid interference with items drilled in later, such as concrete anchors.F. Reinforcement shall be continuous through construction joints.G. Reinforcement may be spliced at construction joints provided that entire lap is placed within onlyone concrete pour.H. Use concrete brick for supporting bottom mat reinforcing on grade. Use bolsters or chairs supportedon concrete brick or tied to bottom mat for supporting upper reinforcing mat on grade. Use bolstersor chairs for supporting reinforcing on mud slabs and forming.I. Do not field bend bars, including bars partially embedded in concrete unless indicated.J. Do not place bars having kinks and bends other than shown on approved Shop Drawings.K. Welding of reinforcing bars is not permitted.L. Tack welding reinforcement is prohibited.M. Reinforcement shall be clean and free from loose mill scale, dirt, grease, oil, form release agent,dried concrete, or any material reducing bond with concrete.* * * END OF SECTION * * *03200-2City of Appleton – Reid Golf Course – 60147926

SECTION 03300CAST-IN-PLACE CONCRETEPART 1 GENERAL1.01 SUMMARYA. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of BidItems:ooooNo. 50: Furnish and Install Box Structure #1 (South Pond Inlet),No. 51: Furnish and Install Box Structure # 2 (South Pond Outlet),No. 53: Furnish and Install Box Structure #4 (East Pond Inlet), andNo. 64: Furnish and Install Cutoff Wall.1.02 SYSTEM DESCRIPTIONA. Tolerances:1. Conform to American Concrete Institute (ACI) 117.2. Concrete slabs shall be level to within ½ in. of 10 ft straightedge in each direction. Deviationsindicated shall not exceed ½ in.1.03 SUBMITTALSA. Shop Drawings:1. Construction Joints: Sequence of placing concrete and location and details of joints,openings, and embedded items not shown on Drawings. Coordinate sequence of placementand joint location with reinforcement Shop Drawings. Submit with reinforcement submittalsrequired in Section 03200.2. Verification of Mix Design:B. Product Data:a. Proposed mix design for each class of concrete to be used as specified usingdesignations indicated. Provide dry weight of cement, saturated surface dry weight ofcoarse and fine aggregates, brand name and quantity of admixtures when applicable, flyash or Ground Granulated Blast Furnace slag (GGBF slag) when applicable or incombination and gallons of water required for 1 cu yd of concrete.b. Submit with admixture product data and miscellaneous submittals required herein.c. Mix design shall be approved by ENGINEER before concrete is delivered to site.1. Concrete Admixtures:a. Manufacturer's literature.b. Submit with mix design.2. High Range Water Reducers:a. Name of product and manufacturer's literature.b. Intended use area.03300-1City of Appleton – Reid Golf Course – 60147926

C. Test Results:c. Submit with mix design.1. With each load of concrete delivered, provide duplicate delivery tickets, one forCONTRACTOR and one for ENGINEER, with following information.a. Date and serial number of ticket.b. Name of ready mixed concrete plant, operator, and job location.c. Type of cement, admixtures, if any, and brand name.d. Cementitious content, in bags/cu yd of concrete, and mix design.e. Truck number, time loaded, and name of dispatcher.f. Amount of concrete in load, cu yds, delivered.g. Maximum size aggregate.h. Gallons of water added at job, if any, and slump of concrete after water was added.i. Temperature of concrete at delivery.j. Time unloaded.D. Miscellaneous Submittals:1. National Ready Mixed Concrete Association (NRMCA) certification or certificate stating plantand equipment complies with NRMCA requirements specified herein.2. Statement by ready mix supplier giving source and material certificates of cement and fineand coarse aggregates, including sieve analysis, that will be used in manufacture of eachclass of concrete. Make no changes in sources of materials.3. Fly Ash: Source and test reports showing fly ash in compliance with these Specifications.Reports shall be for actual fly ash to be used in Work.4. Ground Granulated Blast-Furnace (GGBF) Slag: Source and test reports showing slag incompliance with these Specifications. Reports shall be for actual GGBF slag to be used inWork.5. Method of pumping concrete.6. Submit with mix design.E. Submit in accordance with Section 01330.1.04 QUALITY ASSURANCEA. Plant Certification: Plant or concrete supplier shall comply with requirements of NRMCA certificationplan in regards to material storage and handling, batching equipment, central mixer, truck mixerswith counters, agitators, nonagitating units, and ticketing system.B. Concrete Testing: Testing will be provided by OWNER in accordance with Section 01455 and thissection.1. Tests to be conducted on sample material in accordance with applicable ASTM methods arelisted below.a. Slump: ASTM C143.b. Air-Entrainment: ASTM C231.c. Compressive Strength Test: ASTM C31 (making and cylinders curing) and ASTM C39(testing).1.05 PROJECT/SITE CONDITIONSA. Hot Weather:03300-2City of Appleton – Reid Golf Course – 60147926

1. Comply with ACI 301.2. Concrete temperature shall not exceed 90F at placement.3. At air temperatures of 80F or above, keep concrete as cool as possible during placement andcuring. Fog-spray forms, steel reinforcement, and subgrade just before placing concrete.4. When concrete temperatures exceed 80F, water reducing, set retarding admixtures shall beused in accordance with manufacturer's recommendations.5. Rate of evaporation from concrete surface shall not exceed 0.2 lb/ft 2 /h based on ACI 305RTable 2.1.5 and Figure 2.1.5. Use fog-spray or evaporation retardant to maintain evaporationat 0.2 lb/ft 2 /h or less.B. Cold Weather:1. Comply with ACI 306.1.2. Temperature of reinforcement, forms, fillers, and other materials in contact with concrete attime of placement shall not be less than 35F. Preheat if temperature below 35F.3. Maintain air and forms in contact with concrete sections having minimum dimension less than12 in. at temperature above 50F for at least first 3 days and at temperature above 32F forremainder of specified curing period.4. Maintain air and forms in contact with concrete in more massive sections at temperatureabove 40F for at least first 3 days and at temperature above 32F for remainder of specifiedcuring period.PART 2 PRODUCTS2.01 MATERIALSA. Portland Cement:1. ASTM C150.2. Type I or II except tricalcium aluminate (C 3 A) content of Type I shall not exceed 8%. If thistype of Type I not available, Type I with C 3 A content less than 12% shall be used incombination with fly ash or GGBF slag.3. When aggregates determined to be deleteriously reactive, as defined by Appendix XI ofASTM C33, alkali content of cement defined by Table 1A of ASTM C150 shall not exceed0.60%.B. Fly Ash:1. ASTM C618, Class C or F including requirements of Table 1A.2. Supplemental requirements:a. Loss on Ignition (maximum): 3%.b. Fineness (maximum retained on No. 325 sieve): 25%.C. Ground Granulated Blast-Furnace Slag:1. ASTM C989, modified as follows.D. Aggregates:a. Slag activity classification: Grade 100 or 120.1. ASTM C33, modified as follows.a. Fine Aggregate: Natural sand.03300-3City of Appleton – Reid Golf Course – 60147926

. Coarse Aggregate: Crushed gravel, crushed stone, or gravel, Size 467 (1-1/2 in.maximum), Size 67 (3/4 in. maximum), Size 8 (3/8 in. maximum).2. Potential reactivity of aggregates shall be determined in accordance with Appendix XI ofASTM C33.E. Admixtures for Concrete:1. Air-Entraining: ASTM C260.2. Chemical Admixtures: ASTM C494, non-corrosive and chloride free.3. Chemical Admixtures for Flowing Concrete: ASTM C1017.F. Water: Potable.G. Waterstops:a. Type 1; Water reducing, high range.b. Type 2; Water reducing and retarding, high range.1. Virgin polyvinyl chloride (PVC) waterstop conforming to CRD C572.2. Rubber waterstop conforming to CRD C513.3. Gasket type waterstop:a. Ultraseal MC-2010M byAdeka Ultra Seal.b. Hydrotite CJ-1020-2K by Greenstreak Inc.4. Construction Joints: PVC, dumbbell, or serrated type, 6 in. wide by 3/8 in. thick, at center. If4 in. wide waterstop indicated on Drawings, waterstop shall be 3/16 in. thick at center.5. Use gasket type waterstop only where noted on Drawings. Glue and nail to waterstop inaccordance with waterstop manufacturer's recommendations.6. Provide factory made prefabricated tees, crosses, and other configurations as required.Splice in accordance with manufacturer’s written instructions.H. Membrane Forming Curing Compound:1. Manufacturers:a. Dress and Seal 30 by L&M Construction Chemicals, Inc.b. Super Floor Coat by Euclid Chemical Company.c. Masterkure by Master Builders.d. Kure-N-Seal 30 by Sonneborn.e. Achro Seal AS-30 or AS-1 Achro Seal by TK Products.2. ASTM C309 and compatible with scheduled finishes and coatings, except permeability shallnot exceed 0.39 kg/m 2 /72 hrs.I. Finishing Grout:1. Manufacturers:a. Thoroseal with Acryl 60 by Thoro.b. Concrete Finisher with AKKRO-7T by Tamms Industries Company.c. Tri-Mix with TK-225 Liquid Bonding Agent by TK Products.J. Cement Grout: Mixture of cement and fine sand in proportions used in concrete being finished.03300-4City of Appleton – Reid Golf Course – 60147926

K. Epoxy Bonding Compound:1. Manufacturers:a. Sikadur Hi-Mod by Sika Corporation.b. Euco Epoxy 452 MV or 620 by Euclid Chemical Company.c. Resi-Bond J-58 by Dayton Superior.d. Epobond by L&M Construction Chemicals, Inc.e. TK-310 Concrete Bonding Agent by TK Products.2. Use when joining new to existing concrete.3. Conforming to ASTM C881.L. Non-Epoxy Bonding Compound:1. Manufacturers:a. Weld-Crete, by Larsen Products Corporation.b. Acryl 60 by Thoro.c. Acryl-Set by Master Builders.d. Everbond by L&M Construction Chemicals, Inc.e. TK-225 Liquid Bonding Agent by TK Products.2. Use when joining new to existing concrete where bonding compound cannot be placedimmediately prior to pouring of new concrete.3. Conforming to ASTM C1059 Type II.M. Evaporation Retardant:1. Manufacturers:a. E-CON by L&M Construction Chemicals, Inc.b. Confilm by Master Builders.c. Eucobar by Euclid Chemical Company.d. TK-2120 Tri-Film by TK Products.e. SikaFilm by Sika Corporation.N. Fiber Reinforcement:1. Manufacturers:a. Fibermesh Company.b. W.R. Grace & Company.c. Euclid Chemical Company.d. Forta Corp.2. 1/2 in. to 3/4 in. collated fibrillated virgin polypropylene fibers.3. ASTM C1116 Type III.2.02 CONCRETE MIX DESIGNA. Concrete Mix: Measure and combine cements, aggregates, water, and admixtures in accordancewith ASTM C94 and ACI 211.1.1. Cement: When used in exposed concrete shall be one brand from one source. Do not mixdifferent cements in same element or portion of Work.03300-5City of Appleton – Reid Golf Course – 60147926

2. Air-Entrainment: Air entrain all concrete.3. Chemical Admixtures: Use is optional to aid concrete properties and allow for efficientplacement. Manner of use and amount shall be in accordance with manufacturer's writtenrecommendations and as approved by ENGINEER. Do not use admixtures which increaseshrinkage or negatively affect finishing.4. Fly Ash: Use is optional unless otherwise noted. Combine fly ash with cement at rate of1.0 lb fly ash/lb reduction in cement. Amount of fly ash shall not be less than 15% nor morethan 25% of weight of cement plus fly ash. When fly ash is used, minimum amount of cementgiven in table for Class of Concrete may be proportionately reduced. Water to cementitiousratio shall not exceed water to cement ratio given in table for Class of Concrete.5. Ground Granulated Blast-Furnace Slag (GGBF Slag): Use is optional unless otherwise noted.Combine GGBF slag with cement at of 1.0 lb GGBF slag /lb reduction in cement. Amount ofGGBF slag shall not be less than 25% nor more than 40% of weight of cementitious material.When GGBF slag is used, minimum amount of cement given in table for Class of Concretemay be proportionately reduced. Water to cementitious ratio shall not exceed water tocement ratio given in table for Class of Concrete.6. Fly Ash and GGBF Slag Mix Ternary Systems: Use is optional unless otherwise noted.Combinations of portland cement, GGBF slag and fly ash will be allowed. Minimum amount ofportland cement shall be 337 lb/cubic yard of concrete. Total replacement of cement with flyash and GGBF slag shall not exceed 40%. Total replacement of cement with fly ash shall notexceed 25%. Water to cementitious ratio shall not exceed water to cement ratio given in tablefor Class of Concrete.7. Use no admixture other than specified, unless approved by ENGINEER.8. Fill concrete shall be fiber reinforced.B. Class of Concrete:a. Dosage Rate: 1-1/2 lbs/cu yd minimum.b. Superplasticizer admixture required.c. Comply with manufacturer's recommendations and as specified in ASTM C94.1. Furnish in accordance with table. Cement contents listed are minimum values and shall beincreased as required to attain other specified characteristics.2. Air contents listed are for concrete requiring air-entrainment as specified herein. Contentslisted shall be maintained after addition of admixtures.3. Slumps listed are maximum, except when high range water reducer is used. Maximum slumpwhen high range water reducer is used, 10 in.4. Chloride ion content shall not exceed values listed in ACI 318, Table 4.3.1.ClassCompressiveStrength(psi)CoarseAggregate(maximumsize)MinimumCement Factor(bags/cu yd)AirContent(%)Slump(in.)Water/CementRatio(maximum)A1 4,500 1-1/2 in. 5.5 5-1/2+1 3 +1 0.42A2 4,500 3/4 in. 6.0 6+1 3 +1 0.42B1 3,000 1-1/2 in. 4.5 5-1/2+1 3 +1 N/AB2 3,000 3/4 in. 4.75 6+1 3 +1 N/AF 2,000 3/4 in. 2.25 --- --- ---C. Concrete Usage:1. Class A: Locations, except where Class B and F specified.03300-6City of Appleton – Reid Golf Course – 60147926

2. Class B: Concrete fill and where specifically stated.3. Class F: Mud slabs and backfill below and around structures where noted.4. Nominal maximum size of coarse aggregate shall not exceed 3/4 of minimum clear spacingbetween reinforcing bars, 1/5 of narrowest dimension between sides of forms or 1/3 ofthickness of slab.2.03 MIXING AND DELIVERYA. Use ready mixed concrete.B. Deliver and complete discharge within 1-1/2 hrs of commencing of mixing or before 300 revolutionsof drum or blades, whichever comes first. Includes revolutions required by transit mix trucks.Limitations may be waived by ENGINEER if concrete slump, after 1-1/2 hrs or 300-revolution limitreached, that concrete can be placed without addition of water. In hot weather, time, or number ofrevolutions criteria may be reduced by ENGINEER.C. Do not add water on-site unless slump and water-cement ratio, after addition of water, are belowmaximum allowed. If water added, mix concrete at site additional 30 revolutions of drum.D. Deliver concrete to site having temperature not less than 50F nor greater than 90F.E. If high range water-reducing admixture added on-site, mix concrete at site additional 85 revolutionsof drum after addition of high range water-reducing admixture.PART 3 EXECUTION3.01 FORMSA. Formwork design, detailing, and installation shall be CONTRACTOR's responsibility and shallconform to requirements of ACI 347R.B. Materials and Construction: Type of forms used is CONTRACTOR's option, except as otherwiseindicated below or on Drawings. Plywood and other wood surfaces shall have smooth, levelsurfaces treated with form oil or sealer to produce clean release of concrete from forms.1. Where walls remain exposed use plywood, prefabricated metal, or wood forms. Do not useboards.2. Use bolts, rods, or other approved devices for form ties. Plastic cone snap ties are approvedas form ties. Ties for liquid holding structures or dry structures below grade shall haveintegral waterstop. Do not use wire ties on exposed concrete.3. Ties shall be removed minimum of 1 in. from formed surface. Removal of ties shall leaveholes clean cut and without appreciable spalling at face of concrete. Provide plastic cone orother approved device.4. Provide 3/4 in. chamfer on external corners of exposed concrete walls and exposed edges ofconstruction joints.5. Provide openings at base of vertical forms as access for cleaning and inspection of forms andreinforcing prior to depositing concrete.C. Treat or Wet Contact Forms: Coat plywood and wood moldings with non-staining form releaseagent. Apply release agent before reinforcement is placed.D. Repairing and Cleaning: Clean, patch, and repair form material before reusing.03300-7City of Appleton – Reid Golf Course – 60147926

E. Workmanship:1. Formwork shall prevent leakage of mortar, shall not deflect under weight of concrete andworkman, and shall withstand fluid pressures of concrete.2. Removal of wall ties shall leave holes clean cut and without appreciable spalling at face ofconcrete.3.02 SUBGRADE PREPARATIONA. Subgrade and bedding shall be compacted and free of frost. If placement allowed at temperaturesbelow freezing, provide temporary heat and protection to remove frost. Do not place concrete onfrozen material.B. Provide mud slabs where noted, where necessary, and when required by ENGINEER to obtain dryand stable working platform for placement of slabs on grade. Mud slabs shall be 2 in. thickminimum.C. Soak subgrade evening before placement and sprinkle ahead of placement of concrete.D. Remove standing water, ice, mud, and foreign matter before concrete deposited.3.03 PLACING CONCRETEA. Notify OWNER 48 hours in advance of placing operation.B. Place concrete, except as modified herein, in accordance with ACI 304R, Chapter V.C. Concrete shall not be allowed to drop freely where reinforcing will cause segregation of mix.1. Superplasticized Concrete: 10 ft maximum drop.2. Other Concrete: 5 ft maximum drop.D. If pumping is used, do not use aluminum piping for delivery system.E. When placing of concrete is temporarily halted or delayed, provide construction joints as shown onDrawings and as specified.F. Place in lifts not exceeding 24 in. and compact with internal mechanical vibrator equipment.1. Insert vibrator so area visibly affected by vibrator overlaps adjacent just-vibrated area by fewinches.2. Slabs: Insert vibrators for full depth of slab.3. Walls: Insert vibrators along each face (i.e., just behind reinforcing) and allow vibrator to sinkinto previous lifts as deep as will easily penetrate.4. Along Waterstop: Insert vibrators along full length of waterstop alternating on each side of 12in. maximum centers.5. Do not spread concrete with vibrators.G. Minimum of 2 hours shall elapse after depositing concrete in walls before depositing concrete inadjoining slabs, unless otherwise approved by ENGINEER.H. If in process of pouring wall and pour is stopped unexpectedly, leave surface of joint level but rough.Roughened surface shall have amplitude of 1/4 in. minimum. Before depositing new concreteagainst hardened concrete, retighten forms.03300-8City of Appleton – Reid Golf Course – 60147926

I. Provide bonding compound between new and hardened or existing concrete where shown onDrawings.J. When heat or wind conditions will result in evaporation of 0.2 lb/sf/hr or more, use evaporationretardant in accordance with manufacturer's recommendations to minimize plastic shrinkagecracking.3.04 JOINTSA. Unless otherwise noted, construction joints shown are optional. Joints not shown on Drawings shallbe approved by ENGINEER. Locate to miss splices in reinforcement.B. Before concrete placed, construction joints shall be cleaned and laitance removed and surfacewetted. Remove standing water.C. Locate vertical construction joints in walls minimum of one-half wall height from corners or otherintersecting walls or at midpoint between corners or intersecting walls. Locate horizontal joints inwalls within middle third of wall height.D. Construction joints shall have keys or roughened surfaces. Surface shall have amplitude of 1/4 in.minimum.E. Clean and prime joints in accordance with manufacturer's written instructions before applyingsealant.F. Limit size of concrete pours. Maximum length of wall and slab pours shall not exceed 60 ft.3.05 WATERSTOPSA. Provide waterstop in construction joints in locations shown on Drawings.B. Installation: Secure waterstop utilizing hog rings or grommets spaced maximum 12 in. on center andwithin 1 in. of edge. Wire tie to adjacent reinforcements.C. Splice joints in waterstop to form continuous watertight diaphragm. Splice in accordance withmanufacturer's recommendations.3.06 EMBEDDED ITEMSA. Cast pipe and other embedded items into concrete as placement progresses. Do not provideblockouts.B. Following restrictions shall be adhered to, except for slabs on grade, unless otherwise noted.1. Duct, conduit, pipe, and fittings, when placed within slab and walls, shall not be larger than1/3 thickness of slab or wall nor placed closer than 3 outside dia clear from each other.2. Reinforcing steel shall be in-place before embedded items placed and reinforcing cut orremoved shall be replaced with additional reinforcing as indicated on Drawings or approvedby ENGINEER.C. Do not place ducts, conduits, and pipes in slabs on grade. Place minimum 4 in. under bottom ofslab.D. Set items such as bolts, anchors, piping, and frames in concrete as shown on Drawings.03300-9City of Appleton – Reid Golf Course – 60147926

E. Place items constructed of dissimilar metals to avoid physical contact with reinforcing. Secure itemand reinforcing to ensure they will not shift and come into contact during pouring. Contact betweenreinforcing and other metal, other than bare, coated, or plated carbon steel not permitted, unlessapproved by ENGINEER.F. Support wall pipes from formwork to prevent contact with reinforcing.3.07 REPAIR OF SURFACE DEFECTSA. General:1. Prior to starting repair work, except as specified otherwise, obtain ENGINEER'S approval ofproposed repair techniques and mixes.2. Develop patching techniques and mixes on portion of as-cast surface selected by ENGINEERfor this purpose. Dress surface of patches remaining exposed to view to match color andtexture of adjacent surfaces.B. Tie Holes:1. Fill tie holes, except where sealant is indicated, with patching mortar as specified inSection 03605.C. Defective Areas:1. Remove honeycombing, stone pockets, spalls, and other defective concrete down to soundconcrete. If chipping required, make edges perpendicular to surface. Do not feather edges.2. Fill defective area with patching mortar as specified in Section 03605.3.08 FINISHING SLABS AND FLATWORKA. Slab Finishes:Submerged and Buried SlabsExterior Exposed SlabsDescriptionConcrete FinishFloatFloat and Broom FinishB. After placement, screed concrete with straightedges, power strike-offs, or vibrating screeds.C. After screeding, bull float or darby surface to eliminate ridges and to fill in voids left by screeding.D. Float:1. Use magnesium or aluminum hand floats or power floats with slip on float shoes afterconcrete has stiffened to point where 1/4 in. maximum indentation can be imparted by normalfoot pressure. Do not use combination blades for floating.2. Float finish shall result in uniform smooth granular texture.3. After floating, check slab tolerances with 10-ft straightedge. Fill low spots with fresh concrete.4. Do not sprinkle with dry cement or add water.E. Broom Finish: Use fine, soft-bristled broom and broom at right angles to direction of traffic to givenonskid finish. Texture shall be approved by ENGINEER.3.09 FINISHING FORMED CONCRETEA. Ordinary Finish: Finish resulting directly from formwork for surfaces which will be hidden from viewby earth, submergence in water, or subsequent construction.03300-10City of Appleton – Reid Golf Course – 60147926

1. Patch honeycombing, stone pockets, form ties, spalls, and other irregularities as specified inthis section and cure.2. Where joint marks or fins on submerged surfaces exceed 1/4 in., grind smooth.B. Smooth Finish: Interior concrete surfaces permanently exposed to view and interior surface ofstructure exposed to view extending 6-in. below liquid level.1. After removal of forms, patch or point up defects as specified and cure.2. Grind joint marks and fins smooth with adjacent surface. Remove oil stains and rinse surface.3. After grinding and cleaning, dampen concrete and paint entire surface with Cement Grout.Work Cement Grout into surface with cork or other suitable float. When grout has set towhere it will not be pulled out of holes or depressions, brush off surface with dry burlap orcarpet.C. Rubbed Finish: Exterior cast-in-place concrete surfaces permanently exposed to view extending to6 in. below finish grade, unless otherwise indicated on Drawings.1. After removal of forms, patch or point up defects as specified and cure.2. Remove joint marks, fins, and stains as described for smooth finish.3. Apply heavy coat of Finishing Grout. After first coat has set, apply second coat. Whensecond coat has set, float to uniform texture.4. Follow manufacturer's written instructions for finishing concrete.5. Finish color shall be gray.3.10 PROTECTION AND CURINGA. Protect concrete from frost and keep moist for minimum curing period of 7 days after placing inaccordance with ACI 308.B. Formed Surfaces:1. Wet cure by spraying surfaces during curing period as frequently as drying conditions mayrequire to keep concrete surfaces moist.2. Ceilings, walls, columns, and beam sides may be cured by leaving forms in-place. Forvertical surfaces, apply water to run down on inside of forms, if necessary, to keep concretewet.3. After forms are removed, wet cure for remainder of curing period or apply curing compound.4. Do not use curing compound where epoxy, urethane, mortar bed, grout, additional concrete,or other coatings or adhesives will be applied.C. Concrete Flatwork:1. Start curing activities as soon as free water has disappeared from surface of concrete afterplacing and finishing.2. Cure flatwork using liquid curing compound or wet cure.3. Do not use curing compound where epoxy, urethane, mortar bed, grout, additional concrete,or other coatings or adhesives will be applied.D. Curing Compound:1. Apply curing compound at uniform rate sufficient to comply with requirements for waterretention as specified and as measured in accordance with ASTM C156.2. Cover areas subjected to direct sunlight during curing period with ambient temperatureexpected to exceed 80°F with white pigmented compound; others may be covered withfugitive dye compound.03300-11City of Appleton – Reid Golf Course – 60147926

E. Protect from damaging mechanical disturbances, particularly load stresses, heavy shock, andexcessive vibration.F. Protect finished concrete surfaces from damage caused by construction equipment, materials ormethods, and rain or running water.G. Do not load self-supporting structures to overstress concrete.3.11 REMOVAL OF FORMING AND SHORINGA. Do not remove forming or shoring until member supported has acquired sufficient strength to safelysupport own weight and any imposed loads. Forming shall remain in place for at least minimal timerecommended by ACI 347R. In addition, forming for horizontal members, such as elevated slabsand beams, shall remain in place minimum of 7 days. In no case shall forming for horizontalmembers be removed before concrete has reached at least 70% of its specified design strength.B. Reshore areas as required to carry additional imposed loads.C. Repair damage to structure caused by early removal of forming and shoring at no additional cost toOWNER.3.12 FIELD QUALITY CONTROLA. OWNER’s staff will obtain samples of concrete in accordance with ASTM C172. The cylinders willbe placed on-site where they can be stored under conditions affecting concrete they representwithout being disturbed for first 24 hrs. OWNER’s material testing contractor will conduct thestrength tests.B. OWNER’s staff will conduct, at a minimum, daily slump tests in accordance with ASTM C143. Slumptests will be made from same batch from which strength tests are made.C. When air-entrained concrete is used, OWNER’s staff will conduct, at a minimum, daily air contenttests in accordance with ASTM C231. Pumped concrete will be tested at pipe discharge.D. If measured slump or air content falls outside limits specified, check test will be made immediatelyon another portion of same sample. In event of second failure, concrete shall be considered to havefailed to meet requirements of Specifications and will be rejected.E. Strength test for each class of concrete will consist of 4 cured standard cylinders made fromcomposite samples secured from single load of concrete in accordance with ASTM C172.Compressive strength tests will be made on 1 cylinder at 7 days and 2 cylinders at 28 days. Testresults at 28 days shall be average strength of 2 specimens as determined in accordance withASTM C39, except if 1 specimen in test shows manifest evidence of improper sampling, molding, ortesting, it will be disregarded. Remaining cylinder will be tested if needed.F. Strength test will be made for each following condition for each class of concrete.1. Each day's pour.2. Each change of source.3. Each 100 cu yds of concrete poured.4. When temperatures are below or expected to fall below 45F within 48 hrs after concreteplaced, 2 additional cylinders will be made and cured in field under conditions approximatingconditions affecting concrete they represent. One will be tested at 7 days, other at 28 days.G. Strength level of individual class of concrete considered satisfactory if following requirements met.03300-12City of Appleton – Reid Golf Course – 60147926

1. Average of all sets of 3 consecutive strength tests equal or exceed specified 28 daycompressive strength.2. No individual strength test falls below specified 28 day compressive strength by more than500 psi.H. If analysis of strength tests indicates above requirements are not being met, make immediateadjustments to mix. Also, if likelihood of low strength concrete is confirmed, additional tests will bemade as required by ENGINEER to determine strength of concrete in-place in portion of structureidentified with deficient cylinders. If tests and analysis verify Work in-place is not in conformancewith Specifications, ENGINEER will determine whether or not Work in-place is adequate for intendeduse in location. If Work is determined inadequate, CONTRACTOR shall follow such remedial orreplacement measures which ENGINEER may require. CONTRACTOR shall bear costs inconnection with testing, engineering analyses, remedial work, and replacement required under termsof this paragraph.* * * END OF SECTION * * *03300-13City of Appleton – Reid Golf Course – 60147926

SECTION 03605PATCHING MORTARPART 1 GENERAL1.01 SUMMARYA. Section Includes:1. Polymer modified, cementitious, fast setting, mortar for repair of concrete surfaces.B. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of BidItems:ooooNo. 50: Furnish and Install Box Structure #1 (South Pond Inlet),No. 51: Furnish and Install Box Structure #2 (South Pond Outlet),No. 53: Furnish and Install Box Structure #4 (East Pond Inlet), andNo. 64: Furnish and Install Cutoff Wall.2. Conform to Special Provisions.PART 2 PRODUCTS2.01 MATERIALSA. Manufacturers:1. Sikatop, by Sika Corporation.2. Duratop, by L&M Construction Chemicals.B. Polymer modified cementitious system consisting of 2 components.1. Component A: Liquid polymer emulsion of acrylic copolymer base and additives.2. Component B: Blend of selected Portland cements, specially graded aggregates, organicaccelerator, and admixtures for controlling setting time, water reducers for workability, andcorrosion inhibitor.3. System shall not contain chlorides, nitrates, added gypsum, added lime, or high aluminacements. System shall be noncombustible, before or after cure.4. Color: Concrete gray.5. Minimum Compressive Strength: 5,000 psi.6. Bond Strength: 100% concrete substrate failure (pull off method), minimum 400 psi.7. System shall not produce vapor barrier, shall be thermally compatible with concrete, andfreeze-thaw resistant.PART 3 EXECUTION3.01 PREPARATIONA. Prepare surface in accordance with manufacturer's written recommendations and Sections 03300.3.02 APPLICATIONA. Apply and cure patching mortar in accordance with manufacturer's written recommendations.* * * END OF SECTION * * *03605-1City of Appleton – Reid Golf Course – 60147926

SECTION 05500METAL FABRICATIONSPART 1 GENERAL1.01 SUMMARYA. Section Includes:1. Miscellaneous metal fabrications.2. Concrete anchors.B. Measurement and Payment:1. Work specified in this section is considered incidental and shall be included as part of BidItems:ooNo. 51: Furnish and Install Box Structure #2 (South Pond Outlet) andNo. 52: Furnish and Install Box Structure #3 (East Pond Outlet)2. Comply with Special Provisions.1.02 DEFINITIONSA. Submerged: At or below point 1 ft 6 in. above peak (maximum) water surface elevations in waterholding structures.1.03 SUBMITTALSA. Shop Drawings:1. Indicate materials, sizes, connections, anchors, and painting.2. Three copies.B. Product Data:1. Manufacturer's catalog sheets on premanufactured items.C. Miscellaneous Submittals:1. Provide International Conference of Building Officials (ICBO) or other similar building codeorganization recommendations regarding safe allowable design loads for concrete anchors.D. Submit in accordance with Section 01330.1.04 QUALITY ASSURANCEA. Welding:1. Steel:a. Conform to codes for arc and gas welding in building construction of AWS and to AISCSpecifications. Surfaces to be welded shall be free from loose scale, rust, grease, paint,and other foreign material, except mill scale which will withstand vigorous wire brushingmay remain. No welding shall be done when base metal lower than 0F.05500-1City of Appleton – Reid Golf Course – 60147926

. Qualify welding operators in accordance with AWS D1.1. Qualification tests shall be runby recognized testing laboratory approved by ENGINEER at CONTRACTOR'Sexpense. Qualification by State of Wisconsin DWD, acceptable.c. Welding operators shall be subject to examination for requalification using equipment,materials, and electrodes employed in execution of Work. Such requalification, ifordered by ENGINEER, shall be done at CONTRACTOR's expense.2. Aluminum:a. Weld with gas metal arc (GMA) or gas tungsten arc (GTA) processes in accordancewith manufacturer's recommendations as approved and in accordance withrecommendations of AWS.1.05 DELIVERY, STORAGE, AND HANDLINGA. Tag miscellaneous iron, steel, and aluminum including anchor bolts, concrete anchors, sleeves, andbases or otherwise mark for ease of identification at Project site.PART 2 PRODUCTS2.01 MATERIALSA. Conform to following.1. Structural Steel Shapes:a. W Shapes: ASTM A992, 50 ksi.b. M Shapes: ASTM A36.c. S, C and MC Shapes: ASTM A36.d. L Shapes: ASTM A36.e. HP Shapes: ASTM A572 Grade 50.f. HSS Square and Rectangular Shapes: ASTM A500, Grade B, 46 ksi.g. HSS Round Shapes: ASTM A500, Grade B, 42 ksih. Pipe Shapes: ASTM A53, Grade B, 35 ksi.i. Plates and Bars: ASTM A36.2. Stainless Steel:a. Exterior and Submerged Uses: AISI, Type 316.b. Industrial Uses: AISI, Type 316.c. Interior and Architectural Uses: AISI, Type 304.d. Cast-in-Place Anchor Bolts: AISI, Type 302, 303, or 304.3. Aluminum Structural Shapes and Plates: Alloy 6061-T6 or 6063-T6; conform to referencedspecifications and ASTM sections found in AA current construction manual series.4. Connection Bolts for Steel Members: ASTM A325.5. Anchor Bolts: ASTM A307, 1/2 in. minimum dia; nonsubmerged - galvanized; submerged -stainless steel.6. Anchor Rods: ASTM F1554 36 ksi.7. Connection Bolts for Wood Members: ASTM A307, galvanized.8. Connection Bolts for Aluminum: Stainless steel.9. Cast Iron: ASTM A48, Class 35B.10. Cast Aluminum: ASTM B85, Grade 23-13-1.5, ASTM B26, Alloy 713.0, tenzaloy.11. Cast Ductile Iron: ASTM A536, Grade 65-45-12.05500-2City of Appleton – Reid Golf Course – 60147926

2.02 FABRICATIONA. Connections and Workmanship:1. Fabricate details and connection assemblies in accordance with Drawings and Specifications,with projecting corners clipped and filler pieces welded flush.2. Weld shop connections and bolt or weld field connections, unless otherwise noted orspecified.3. Provide clips, lugs, brackets, straps, plates, bolts, nuts, washers, and similar items, asrequired for fabrication and erection.4. Use connections of type and design required by forces to be resisted and to provide securefastening.a. AISC standard 2-angle web connections or single plate framing connections capable ofsupporting minimum of 50% total uniform load capacity of members joined as tabulatedin uniform load constants of AISC M016.b. Connections shall consist of minimum of two 3/4 in. dia bolts or welds developingminimum of 10,000 lbs.c. Make bearing type bolted connections with minimum 3/4 in. dia bolts with threadsincluded in shear plane, unless detailed otherwise.5. Welding:a. Grind exposed edges of welds to 1/8 in. minimum radius. Grind burrs, jagged edges,and surface defects smooth.b. Prepare welds and adjacent areas so there is:(1) No undercutting or reverse ridges on weld bead.(2) No weld spatter on or adjacent to weld or other area to be painted or coated.(3) No sharp peaks or ridges along weld bead.c. Grind embedded pieces of electrode or wire flush with adjacent surface of weld bead.6. Bolting:a. Draw up bolts or nuts tight in accordance with AISC specifications. Use bolts of lengthsrequired so bolts do not project more than 1/4 in. beyond face of nut. Do not usewashers unless specified. Provide hexagonal head bolts with hexagonal nuts.b. Provide holes required for connection of adjacent or adjoining Work wherever noted onDrawings. Locate holes for bolting equipment to supports to tolerance of +1/16 in. ofdimensions indicated.B. Fit Work together in fabrication shop and deliver complete or in parts, ready to be set in-place orassembled in field.C. Galvanizing:1. Galvanize after fabrication.2. Galvanize by hot-dip process conforming with ASTM A123 and AHDGA specifications.3. Galvanize in plant having facilities to produce quality coatings and capacity for volume ofWork.4. Ship and handle in manner to avoid damage to zinc coating.D. Painting or Coating and Finishes:1. Do not paint or coat ferrous metal surfaces embedded in concrete.05500-3City of Appleton – Reid Golf Course – 60147926

2. Coat aluminum in contact with concrete in accordance with AA 30. Under no circumstancesshall aluminum contact dissimilar metal.E. Castings shall be of uniform quality, free from blowholes, porosity, hard spots, shrinkage distortion,smooth, and well cleaned by shot blastings.2.03 CONCRETE ANCHORSA. Adhesive Anchors:1. Manufacturers:a. Power-Fast Epoxy Injection Gel System by Powers Rawl.b. EPCON Injection System by ITW Ramset/Red Head.c. Kelipoxy II by Kelken-Gold, Inc.d. Sure-Anchor Epoxy (J50) by Dayton Superior.e. Epoxy-Tie by Simpson Strong-Tie.f. Five Star Epoxy RS Anchor Gel by Five Star Products, Inc.g. Set Epoxy by Simpson Strong-Tie.h. Acrylic-Tie by Simpson Strong-Tie.i. Or equal.2. Epoxy adhesive with Type 316 stainless steel stud or anchor rod assembly, nuts, andwashers.3. Usage:a. In concrete, submerged. Do not use in overhead applications or in contact with potablewater.2.04 MISCELLANEOUS ITEMSA. Fabricate miscellaneous steel framing, supports, and items not forming part of structural steelframework or not indicated to be furnished under structural steel work. Use structural steel plates,shapes, bars, and tubing of sizes and arrangement indicated.PART 3 EXECUTION3.01 INSTALLATIONA. Layout and install connectors such as concrete anchors and anchor bolts to secure metalfabrications to structure.B. Concrete Anchors:1. Drill holes in concrete and masonry work with rotary driven twist drills only. Fill voids inmasonry with grout.2. Do not install until concrete has reached specified minimum strength (f'c).3. Do not install closer than 6-bolt dia to edge of concrete or masonry, or closer than 12-bolt diato another anchor unless detailed on Drawings.4. Minimum embedment shall be 8-bolt dia.5. Locate to clear reinforcing bars in concrete.6. Install in accordance with manufacturer's recommendations.C. Erect to lines and levels, plumb and true, and in correct relation to adjoining Work. Secure partsusing concealed connections when practicable.05500-4City of Appleton – Reid Golf Course – 60147926

D. Plumb and true vertical members to tolerance of +1/8 in. in 10 ft. Level horizontal members totolerance of +1/8 in. in 10 ft.E. Provide items such as bolts, shims, blocks, nuts, washers, and wedging pieces to completeinstallation.F. Drill field holes for bolts. Do not burn holes.G. New holes or enlargement of unfair holes by use of cutting torch is cause for rejection of entiremember.H. Perform cutting, drilling, and fitting required for installation of metal fabrications.I. Field welds shall be approved by ENGINEER before prime coating. Clean slag from welds prior toinspection.3.02 ADJUSTING AND CLEANINGA. Field repair of damaged galvanized coatings.1. Repair galvanized surfaces damaged during shipping or erection/construction operations.2. Repair surfaces using zinc-rich paint.3. Prepare surfaces and apply in accordance with ASTM A780, Annex A2.* * * END OF SECTION * * *05500-5City of Appleton – Reid Golf Course – 60147926

Ellen DavisWaupaca Sand & SolutionsE3481 Royalton StreetWaupaca, WI 54981RE: Reid Golf Course - File #12040053Dear Ms. Davis:April 24, 2012Enclosed are the laboratory results of the core samples from Green #9 andGreen #13. Each core was cut open for observations (see Table 1) and pictures withsubsamples taken for testing. Most of the root mass is in the Surface Layer; however,roots were observed to 5”.Table 1. Layers observed in coresGreen #9 Green #13Surface Layer 0 - 2” 0 - 2.75”Soil Layer 2 - 13” 2.75 - 13.5”Root Depth 5” 5”The Surface Layer samples were tested for particle size, organic matter, andinfiltration rate. The particle size results indicate there is some silt and clay present inthis layer. The infiltration rate of the Green #9 (0 - 2”) sample is 5.5 in/hr at the organicmatter content by dry weight of 3.24%. The infiltration rate of the Green #13 (0 - 2.75”)sample is 6.2 in/hr at the organic matter content by dry weight of 3.88%.The surface layers exhibit elevated organic matter contents. USGA research hasindicated that organic matter contents less than 3% are desirable in the top 2-3” of thegreen. Levels above 3 to 4% are a warning sign for potential trouble, and at levelsabove 4 to 5% putting greens can become susceptible to a host of problems includingdisease, black layer, and a soft surface. Core aerification and topdressing with acompatible sand can help reduce the risk of excessive organic matter buildup.To mimic the current performance of these greens, we recommend a 3” cap ontop of the existing native soil. Our testing suggests that the Waupaca 6:3:1 Mix (4/6/12)sample (Lab ID #12040018-2) or the Waupaca Tee Mix sample (Lab ID #12040018-3)should be suitable for the 3” cap. The gradations and infiltration rates of these twosamples are similar to the existing greens. The organic matter contents of these twosamples are elevated, but slightly lower than the existing greens.If you have any questions or are in need of further assistance, please do nothesitate to contact us. Samples are generally kept on the premises for 45 days afterreport date. Thank you for using Turf Diagnostics and Design, Inc.Sincerely,File: Reid Golf CoursePage 1 of 3Duane K. OttoVice President613 E. 1st Linwood, KS 66052Phone: 913-723-3700 Fax: 913-723-3701 Web: www.turfdiag.com

Date receivedAccount NumberDate ReportedFacilityLab ID#Sample NameParticle Size Evaluation*% Retained mm (US sieve)% Sand % Silt% Clay Gravel V. Coarse Coarse Medium Fine V. Fine2.0 - 0.05 mm 0.05-0.002mm < 0.002mm 2.0 (10) 1.0 (18) 0.5 (35) 0.25 (60) 0.15 (100) 0.05 (270)Lab ID#Sample NameUniformity% OrganicD15 D50 D85Coefficient ShapeShape Acid pH ‡ Mattermm mm mmCu AngularitySphericity Reaction 1:1 Dry Wt.***

Date receivedAccount NumberDate ReportedFacility30 cm USGA Physical Evaluation*Lab ID#Sample NameInfiltration Infiltration Bulk OrganicRate* Rate* Density Matter %in/hr cm/hr g/cc Dry Wt.

Figure 1: Turf Diagnostics & Design Lab ID #12040053-1. Core sample fromReid Golf Course Green #9.Turf Diagnostics & Design, Inc.613 E. 1st Linwood, KS 66052Phone: 913-723-3700 Fax: 913-723-3701 Web: www.turfdiag.com

Figure 2: Turf Diagnostics & Design Lab ID #12040053-2. Core sample fromReid Golf Course Green #13.Turf Diagnostics & Design, Inc.613 E. 1st Linwood, KS 66052Phone: 913-723-3700 Fax: 913-723-3701 Web: www.turfdiag.com

STATEMENT OF QUALIFICATIONS for Golf Course ContractorsGeneralSubmittal of this form is required at least five days before the scheduled bid opening. Bycompleting this form, the contractor, referred to in this form as “Bidder”, warrants thatthe following statements as to experience and qualifications are true and correct. TheCity of Appleton reserves the right to reject the bid of any contractor that does not meetthe minimum requirements for Golf Course Contractor according to the project SpecialProvisions.Bidder’s InformationA. Bidder’s organization has been in business under its present business name for__________ years, since ___________(year). Bidder’s organization has maintainedits minimum status as a Golf Course Builder Member of the Golf CourseBuilders Association of America since receiving its membership approval in -___________(year).B. Bidder’s organization has had experience in work comparable with that requiredunder the proposed contract:As a prime contractor ____________________ years;As a subcontractor ____________________ years.C. List the golf course work completed within the past seven (7) years as a primecontractor. The Bidder must have satisfactorily completed five (5) golf courseprojects within the past seven (7) years of similar character to that required in theproposed Contract. The work shall have been of substantial detail to reflect theContractor’s ability to read and interpret the plans and satisfactorily execute thework.Year Type and Location of ApproximateCompleted Work and for Whom Performed Contract Amount1. _____________ ___________________________________ ____________2. _____________ ___________________________________ ____________3. _____________ ___________________________________ ___________4. _____________ ___________________________________ ____________5. _____________ ___________________________________ ____________

List five project references, one for each of the above projects.Name Golf Course Phone #1. _____________ ___________________________________ ____________2. _____________ ___________________________________ ____________3. _____________ ___________________________________ ____________4. _____________ ___________________________________ ____________5. _____________ ___________________________________ ____________If desired, use the space below to provide additional explanation related to the aboveinformation.

STATEMENT OF QUALIFICATIONS for Retaining Wall SubcontractorsGeneralSubmittal of the following form is required at least five days before the scheduled bidopening. This form shall be included in the same submittal package as the Contractor’s“Statement of Qualifications for Golf Course Contractors”. By completing this form, theContractor warrants that the following statements as to experience and qualificationsare true and correct for the contractor or subcontractor who will perform the work for theretaining wall bid item. The City of Appleton reserves the right to reject the bid of anycontractor that does not meet the minimum requirements for Retaining WallSubcontractor according to the project Special Provisions.Retaining Wall Contractor’s InformationA. Contractor’s organization has had experience in work comparable with that requiredunder the proposed contract:As a prime contractor or subcontractor ____________________ years;B. List similar retaining wall work completed within the past eight (8) years as a primecontractor or subcontractor. The retaining wall contractor must have satisfactorilycompleted three (3) retaining wall projects within the past eight (8) years of similar orgreater scope to that required in the proposed Contract. The work shall have beenof substantial detail to reflect the Contractor’s ability to read and interpret the plansand satisfactorily execute the work.Year Type and Location of ApproximateCompleted Work and for Whom Performed Contract Amount1. __________ ________________________________ ____________2. __________ ________________________________ ____________3. __________ ________________________________ ____________

List three project references, one for each of the projects listed above.Name Golf Course Phone #1. _______________ ________________________________ ____________2. _______________ ________________________________ ____________3. _______________ ________________________________ ____________If desired, use the space below to provide additional explanation related to the aboveinformation.

STATEMENT OF QUALIFICATIONS for Native Landscaping SubcontractorsGeneralSubmittal of the following form is required at least five days before the scheduled bidopening. This form shall be included in the same submittal package as the Contractor’s“Statement of Qualifications for Golf Course Contractors”. By completing this form, theContractor warrants that the following statements as to experience and qualificationsare true and correct for the contractor or subcontractor who will perform the work for thenative landscaping bid items. The City of Appleton reserves the right to reject the bid ofany contractor that does not meet the minimum requirements for Native LandscapingSubcontractor according to the project Special Provisions.Native Landscaping Contractor’s InformationA. Contractor’s organization has had experience in work comparable with that requiredunder the proposed contract as a prime contractor or subcontractor for____________ years;B. List similar native landscaping installation and management work completed withinthe past three (3) years as a prime contractor or subcontractor. The nativelandscaping contractor must have satisfactorily completed five (5) nativelandscaping projects within the past three (3) years of similar or greater scope to thatrequired in the proposed Contract. The work shall have been of substantial detail toreflect the Contractor’s ability to read and interpret the plans and satisfactorilyexecute the work.Year Type and Location of ApproximateCompleted Work and for Whom Performed Contract Amount1. __________ ________________________________ ____________2. __________ ________________________________ ____________3. __________ ________________________________ ____________4. __________ ________________________________ ____________5. __________ ________________________________ ____________

List five project references, one for each of the projects listed above.Name Golf Course Phone #1. __________ ________________________________ ____________2. __________ ________________________________ ____________3. __________ ________________________________ ____________4. __________ ________________________________ ____________5. __________ ________________________________ ____________C. Attach resumés of key project staff including, but not necessarily limited to, the fieldsupervisor who shall be onsite during installation of all native plant plug and seedmaterials.If desired, use the space below to provide additional explanation related to the aboveinformation.

STATEMENT OF QUALIFICATIONS for Irrigation SubcontractorsGeneralSubmittal of the following form is required at least five days before the scheduled bidopening. This form shall be included in the same submittal package as the Contractor’s“Statement of Qualifications for Golf Course Contractors”. By completing this form, theContractor warrants that the following statements as to experience and qualificationsare true and correct for the contractor or subcontractor who will perform the work for theirrigation bid items. The City of Appleton reserves the right to reject the bid of anycontractor that does not meet the minimum requirements for Irrigation subcontractoraccording to the project Special Provisions.Irrigation Contractor’s InformationA. Contractor’s organization has had experience in work comparable with that requiredunder the proposed contract as a prime contractor or subcontractor for____________ years;B. List similar golf course irrigation work completed within the past ten (10) years as aprime contractor or subcontractor. The golf course irrigation contractor must havesatisfactorily completed five (5) irrigation projects within the past ten (10) years ofsimilar or greater scope to that required in the proposed Contract. The work shallhave been of substantial detail to reflect the Contractor’s ability to read and interpretthe plans and satisfactorily execute the work.Year Type and Location of ApproximateCompleted Work and for Whom Performed Contract Amount1. __________ ________________________________ ____________2. __________ ________________________________ ____________3. __________ ________________________________ ____________4. __________ ________________________________ ____________5. __________ ________________________________ ____________

List five project references, one for each project listed above.Name Golf Course Phone #1. _____________ ___________________________________ ____________2. _____________ ___________________________________ ____________3. _____________ ___________________________________ ____________4. _____________ ___________________________________ ____________5. _____________ ___________________________________ ____________If desired, use the space below to provide additional explanation related to the aboveinformation.

DISCLOSURE OF OWNERSHIP(1) INSTRUCTIONS On the date a contractor submits a bid to, or completes negotiationswith, a state agency or municipality on a public works construction project subject toss.66.0903(3) or 103.49, Slats., the contractor shall disclose to the state agency or municipalitysoliciting or negotiating the bids the name of any "other construction business" which thecontractor, or a shareholder, officer or partner of the contractor, owns or has owned within thepreceding three (3) years.This information is only required to be disclosed if the contractor, or a shareholder, officer orpartner of the contractor, owns or has owned at least a 25% interest in the "other constructionbusiness" on the date the contractor submits a bid or completes negotiations, or at any timewithin the preceding three (3) years, and the Wisconsin Department of Industry, Labor andHuman Relations has determined that the "other construction business" failed to pay theprevailing wage rate, or at least time and one-half the hourly basis rate of pay for hours worked inexcess of the prevailing hours of labor, to any employee at any time within the preceding three(3) years.(2) DEFINITION The term "other construction business" means any business engaged inerecting, constructing, remodeling, repairing, altering, painting and decorating buildings, structuresoffacilities and any business engaged in supplying mineral aggregate, as provided by ss. 66.0903(4),103.49(2m) and I 03.50(2), Stats.(3) NAME AND ADDRESS OF OTHER BUSINESS In d i cate below the name(s) andaddress(es) of any "other construction business"which meets the criteria specified above. If none, sostate.Name of BusinessSignatureI hereby state that the information contained iri this document is true and accurate according to myknowledge and belief and understand that the willful falsification of any information may result in acivil or criminal penalty pursuant to applicable Wisconsin Statues. ·Name (Please Print)Signature20 . TitleThis dayof ,Name of ContractorDILHR-ERD-7777 (R.3/88)Address (City, State andZip)STATIITORY AUTHORITY: ss. 66.0903 and l03.49(7)(d), Stats.

THIS PAGE WAS INTENTIONALLY LEFT BLANK

*****************P R O P O S A L*****************

P R O P O S A L P-1Bids to be received until (local time) the day of .TO:Office of the City ClerkCity of AppletonCity Hall100 North Appleton StreetAppleton, Wisconsin 54911The undersigned, having familiarized himself with the local conditions affecting the cost ofthe work and with the contract documents, including Advertisement of Bids, Instructions to Bidders,General Requirements, the form of the Proposal, the form of the Contract, the form of the Bond,Plans, Specifications, and Addenda Exhibits issued and attached to the Specifications on file in theoffice of the City Engineer, City Hall, 100 N. Appleton Street, Appleton, Wisconsin 54911, herebyproposes to perform everything required to be performed under the contract and to provide andfurnish all of the labor, necessary tools, material or expendable material, except as is specified asbeing provided by the City of Appleton, and all utility and transportation services and appurtenancesnecessary to perform and complete in a workmanlike manner all of the work required and as calledfor in the following proposals in connection with the construction of:in the City of Appleton,Wisconsin, all in accordance with the plans and specifications on file, including Addenda Number(s) issued thereto for the following price(s); to wit:Ad. No. : $Ad. No. : $Pursuant to Section 66.0901(7) of the Wisconsin State Statutes, a list of subcontractors shall beincluded with the proposal. Include below a list of subcontractors:Company Name:Type of work to be performed:__________________________Mass Grading (If applicable)__________________________Retaining Wall (If applicable)__________________________Native Vegetation (If applicable)__________________________Irrigation (If applicable)____________________________________________________

P R O P O S A L A F F I D A V I T P-2I hereby certify that all the statements herein are made on behalf of(Name of Corporation, Submitting Bid)(STRIKE CLAUSES NOT APPLICABLE)a Corporation organized and existing under the laws of the State of; aPartnership consisting of ; an Individual trading as of the Cityof , State of ; that I have examined and carefully prepared thisproposal from the plans, specifications, and a field inspection of the site where necessary and havechecked the same in detail before submitting this proposal; that I have full authority to make suchstatements and submit this proposal in (its) (my) (strike if not applicable) behalf; and that thestatements are true and correct.BY(SEAL)(PRINT)TITLEADDRESSCITY,STATE,ZIP__Subscribed and sworn to before methis day of 20_____(PRINT)Notary PublicState of WisconsinMy Commission Expires(SEAL)(Bidders should not add any conditions or qualifying statements to this proposal as otherwise theproposal may be declared irregular as not being responsive to the advertisement.)J:\CLERICAL - ENG & INSP\Projects\2012\T-12 Reid Golf Course Ponds\Proposal Specific for Project.doc

PROPOSAL REID GOLF COURSE PONDS AND CHANNEL UNIT T-12UnitItem Description Qty./ Unit Price/$ Total/$1 Mobilization 1 lump sum2 Furnish, Install, Maintain & Remove Erosion Control 1 lump sum3 Furnish, Install, Maintain & Remove Tracking Pads 8 each4 Furnish, Install, Maintain & Remove Silt Fence 10,833 lin.ft.5 Furnish & Install Soil Stabilizer Type B 4,788 sq. yds.6 Furnish & Install AEC Premier Straw SN-Quick Mow Erosion ControlMat 97,617 sq. yds.7 Furnish & Install Erosion Control Mat, Class I, Type B 7,948 sq. yds.8 Furnish & Install Turf Reinforcement Mat, Class III, Type B 1,144 sq. yds.9 Furnish & Install WisDOT Medium Riprap & Filter Fabric 233 cu. yds10 Furnish, Install, Maintain & Remove Sediment Logs 180 lin.ft.11 Furnish, Install, Maintain & Remove Long Term Temporary Fence 10,171 lin.ft.12 Furnish, Install, Maintain & Remove Traffic Control 1 lump sum13 Furnish & Install Access Gates 2 each14 Miscellaneous Tree Removal 100 in. dia.15 Remove & Dispose Existing Concrete Channel 1,150 lin.ft.16 Remove & Dispose Existing Storm Sewer (12-inch to 36-inches) 625 lin.ft.17 Remove & Dispose Existing Storm Sewer (Greater than 36-inches) 775 lin.ft.18 Remove & Salvage Existing Bridges 3 each19 Prefabricated Steel Truss Bridge 25 Foot 2 each20 Prefabricated Steel Truss Bridge 30 Foot 1 each21 Strip Topsoil 59,785 cu. yds22 Install Salvaged Topsoil 22,592 cu. yds23 Long-Term Topsoil Stockpile Area 2,446 cu. yds24 Haul Topsoil to City of Appleton Hardstand Site 2,000 cu. yds25 Common Excavation 110,927 cu. yds26 Haul Clay to City of Appleton Water Tank Abandonment Site 12,500 cu. yds27 Placement of Fill Material 45,058 cu. yds28 Waste Soil Hauling & Disposal 119,509 cu. yds29 Obtain Clay Samples 1 lump sum30 Import Clay Material 16,800 cu. yds31 Install Clay Liner 16,800 cu. yds32 Furnish & Install Drain Tile 100 lin.ft.33 Furnish & Install 4" Private PVC Storm Sewer 2,057 lin.ft.34 Furnish & Install 6" Private PVC Storm Sewer 2,459 lin.ft.35 Furnish & Install 12" Catch Basin & Casting 37 each36 Furnish & Install 24" Catch Basin & Casting 6 each37 Furnish & Install 12-inch and 15-inch RCP, CL III 120 lin.ft.38 Furnish & Install 30-inch RCP, CL III 54 lin.ft.39 Furnish & Install 48-inch RCP, CL III 1,355 lin.ft.40 Furnish & Install 60-inch RCP CL III 263 lin.ft.CITY OF APPLETON Page 1 OCTOBER 8, 2012

PROPOSAL REID GOLF COURSE PONDS AND CHANNEL UNIT T-12UnitItem Description Qty./ Unit Price/$ Total/$41 Furnish & Install 72-inch RCP, CL III 170 lin.ft.42 Furnish & Install 48-inch RCP Apron Endwall 2 each43 Furnish & Install 66-inch RCP Apron Endwall 1 each44 Furnish & Install 72-inch RCP Apron Endwall 1 each45 Furnish & Install 48" Diameter Manhole 30 vert.ft.46 Furnish & Install 60" Diameter Manhole 10 vert.ft.47 Furnish & Install 84" Diameter Manhole 33 vert.ft.48 Furnish & Install 96" Diameter Manhole 9 vert.ft.49 Furnish & Install 108" Diameter Manhole 7 vert.ft.50 Furnish & Install Box Structure #1 (South Pond Inlet) 1 each51 Furnish & Install Box Structure #2 (South Pond Outlet) 1 each52 Furnish & Install Pre-Cast Box Structure #3 (East Pond Outlet) 1 each53 Furnish & Install Box Structure #4 (East Pond Inlet) 1 each54 Furnish & Install Storm Manhole Casting 9 each55 Reconstruct 8-inch Water Main in Kernan Avenue 30 lin.ft.56 Furnish & Install 8-inch 45° Water Main Bends 4 each57 Furnish & Install 1/2" Water Fountain Service Line & Fittings 475 lin.ft.58 Furnish & Install Extra Stone Bedding 200 ton59 Furnish & Install Dry Cut Stone Retaining Wall 4,520 face ft.60 Furnish & Install Rock Outcropping 48 ton61 Furnish & Install Gravel Cart Path, Service Road & Shelter Pad 7,648 sq. yds.62 Parking Lot Modifications 1 lump sum63 Furnish & Install Step-Pool 1 each64 Furnish & Install Cut-off Wall 1 each65 Furnish & Install Landscaping Plugs 8,925 each66 Furnish & Install Lower Side Slope Zone Seeding & Fertilizer 3,788 sq. yds.67 Furnish & Install Upper Side Slope Zone Seeding & Fertilizer 6,120 sq. yds.68 Furnish & Install Wetland Side Slope Zone Seeding 1,198 sq. yds.69 Furnish & Install No Mow Area Seeding & Fertilizer 13,698 sq. yds.70 Furnish & Install Rough Seeding & Fertilizer 17 acre71 Furnish & Install Fairway, Seeding, Mulch & Fertilizer 4 acre72A Furnish & Install Salvaged Fairway Sod 271.6 sq. yds.72B Furnish & Install New Fairway Sod 191.2 sq. yds.73 Furnish & Install Wetland Zone (Wetland Depressions & ChannelBottom) Seeding 1,329 sq. yds.74 Furnish & Install Channel Zone (Low Flow Channel Side Slopes)Seeding 1,652 sq. yds.75 Furnish & Install Bunkers 9 each76 Furnish & Install Greens 23,130 sq. ft.77 Furnish & Install Tees 65,957 sq. ft.78 Furnish & Install Aerators 4 each79 Remove & Salvage Existing Sprinkler Head & Swing Joint 204 eachCITY OF APPLETON Page 2 OCTOBER 8, 2012

PROPOSAL REID GOLF COURSE PONDS AND CHANNEL UNIT T-12UnitItem Description Qty./ Unit Price/$ Total/$80 Remove & Salvage Existing Quick Coupler Valve, Swing Joint,Stabilizer & Valve Box 18 each81 Remove & Salvage Existing 3-inch Isolation Valve, Joint Restraint,Lateral 90 Ell Joint & Ductile Iron Service Tee 5 each82 Remove & Salvage Existing 6-inch Isolation Valve & Valve Box 1 each83 Cut, Cap & Thrust Block Existing Main Pipe, Lateral Pipe or PowerWire 40 each84 Remove & Salvage Existing OSMAC Field Satellite 2 each85 Reinstall Salvaged Sprinkler Head & Swing Joint on New Service Tee 180 each86 Reinstall Salvaged Quick Coupler Valve, Swing Joint, Stabilizer &Valve Box on New Service Tee 18 each8788Furnish & Install Quick Coupler Valve, Swing Joint, Stabilizer & ValveBox on New Service Tee 2 eachReinstall Salvaged 3-inch Isolation Valve, Joint Restraint, Lateral 90Ell & Ductile Iron Service Tee 5 each89 Furnish & Install 2.5-inch Isolation Valve, Joint Restraint, Lateral 90 Ell& Ductile Iron Service Tee 2 each90 Furnish & Install 3-inch Isolation Valve, Joint Restraint, Lateral 90 Ell &Ductile Iron Service Tee 1 each91 Furnish & Install 4-inch Isolation Valve & Joint 1 each92 Furnish & Install 4-inch SDR-21 PVC Irrigation Piping 1,580 lin.ft.93 Furnish & Install 3-inch SDR-21 PVC Irrigation Piping 2,380 lin.ft.94 Furnish & Install 2.5-inch SDR-21 PVC Irrigation Piping 2,460 lin.ft.95 Furnish & Install 2-inch SDR-21 PVC Irrigation Piping 12,150 lin.ft.96 Furnish & Install Ductile Iron Tee on Existing Piping - 6x6x4 inch 1 each97 Furnish & Install Ductile Iron Tee on Existing Piping - 2 1/2 inch 3 each98 Reconnect to Existing Irrigation Piping 34 each99 Reinstall Salvaged Field Satellite with New Pad & Ground Grid 2 each100 Furnish & Install 8/3 Field Satellite Power Wire 670 lin.ft.101 Furnish & Install 10/3 Field Satellite Power Wire 860 lin.ft.102 Furnish & Install 12/3 Field Satellite Power Wire 1,050 lin.ft.103 Furnish & Install 14/1 Valve Power Wire 1 lump sum104 Furnish & Install 12/1 Valve Common Wire 1 lump sumTOTAL BASE BID 1 through 104:ALTERNATE BID ITEMA1. Remove Trees 1 lump sumTOTAL BASE BID PLUS ALTERNATE ITEM A1:CITY OF APPLETON Page 3 OCTOBER 8, 2012

THIS PAGE WAS INTENTIONALLY LEFT BLANK

* * * * * * * * * * * * *C O N T R A C T* * * * * * * * * * * * *

C O N T R A C T C-1THIS CONTRACT, approved by the Appleton Common Council the _______ day of20_____ made by and between «Contractor» hereinafter called the “Contractor” and___,City ofAppleton hereinafter called the “Owner”.Witnesseth, that the Contractor and the Owner for the consideration stated in Article II herein agreeas follows:ARTICLE I, SCOPE OF WORK. The contractor shall perform everything required to be performedunder the contract and shall provide and furnish all the labor, materials, “except that which isexpressly stated will be furnished by the owner”, necessary tools, expendable equipment, and allutility and transportation services required to perform and complete in a workmanlike manner all ofthe work required for the construction of and furnishing material for«Project_Name»all in accordance with the plans and specifications including any and all addenda,prepared by the Department of Public Works, and in these contract documents referred to as the‘Owner”, which plans and specifications are made a part of this contract, and in strict compliancewith the contractor’s proposal and the other contract documents herein mentioned which are a partof this contract.ARTICLE II, THE CONTRACT PRICE. The owner shall pay to the contractor for the performanceof this contract, subject to any additions or deductions provided therein, in current funds, thecontract price computed as follows:AWARDED:

CONTRACT C-2Payments are to be made to the contractor in accordance with and subject to theprovisions embodied in the documents made a part of this contract.The actual sum to be paid, however, will be the aggregate total determined by the workactually performed by the contractor calculated based upon the unit prices set out in theProposal and which are hereto attached and made part hereof.ARTICLE III, COMPONENT PARTS OF THIS CONTRACT. This contract consistsof the following component parts all of which are as fully a part of this contract as ifherein set out verbatim or, if not attached, as if hereto attached.1. General Conditions 4. Specifications, Addenda Nos.2. Advertisement for Bids 5. Plans3. Instructions to Bidders 6. Contractor’s Proposal7. Contract (This Instrument)ARTICLE IV ADDITIONAL PROVISIONSIndemnification Clause. The contractor agrees to indemnify, defend and hold harmlessthe City of Appleton and its officers, officials, employees and agents from and againstany and all liability, loss, damage, expenses, costs, including attorney’s fees, arising outof the activities performed as described herein, caused in whole or in part by anynegligent act or omission of the Contractor, anyone directly or indirectly employed byany of them or anyone whose acts any of them may be liable, except where caused bythe sole negligence or willful misconduct of the City.In the event that any provision in any of the above component parts of this contractconflicts with any provision in any other of the component parts, the provision in thecomponent part first enumerated above shall govern over any other component partwhich follows it numerically, except as may be otherwise specifically stated.IN WITNESS WHEREOF, the parties have caused this instrument to be executed inthree original counterparts the day and year first above-mentioned.Contractor(SEAL)Attest:ByTitleByPrint ____________________________Title

C-3CITY OF APPLETONOwner(SEAL)Attest:Provision has been made to pay the liabilitythat will accrue under this contract.By ______________________________MayorByCity ClerkApproved as to Form:Finance DirectorDated:___________________________Attorney for OwnerINSTRUCTION FOR EXECUTING CONTRACTIf the contractor is a corporation, the following certificate should be executed:I , certify that I am Secretary of (Contractor), acorporation; that I have duly signed the foregoing contract for and in behalf of the contractor asSecretary of said corporation by authority of its governing body, within the scope of its corporatepowers.(Corporate Seal)If the contract is signed by the secretary of the corporation, the above certificate should beexecuted by some other officer of the corporation under the corporate seal. In lieu of the foregoingcertificate, there may be attached to the contract copies of so much of the records of the corporationas will show the official character and authority of the officer signing, duly certified by the secretaryor assistant secretary under the corporate seal to be true copies.The full name and business address of the contractor should be inserted and the contractshould be signed with his official signature. Please have the name, of the signing party or parties,typewritten or printed under all signatures to the contract.

C-4If the contractor is operating as a partnership, each partner should sign the contract. If thecontract is not signed by each partner, there should be attached to the contract a duly authenticatedpower of attorney evidencing the signer’s (signers’) authority to sign such contract for and in behalfof the partnership.If the contractor is an individual, the trade name (if the contractor is operating under a tradename) should be indicated in the contract and the contract should be signed by such individual. Ifsigned by one other than the contractor there should be attached to the contract a duly authenticatedpower of attorney evidencing the signer’s authority to execute the contract for and in behalf of thecontractor.

* * * * * * * * * * * *B O N D* * * * * * * * * * * *

CITY OF APPLETON B-1PUBLIC IMPROVEMENT PERFORMANCE/LABOR ANDMATERIAL PAYMENT BONDThis form of Bond shall be used to guarantee that the contractor shall perform all work required underthis agreement and it must be executed upon award of contract.KNOW ALL MEN BY THESE PRESENTS, that we,as Principal, andas Surety, are held and firmly bound unto the City of Appleton, Wisconsin hereinafter called the Owner, for theuse and benefit of claimants as hereinafter provided in the amount ofDollars () for the payment whereof Principal and Surety bind themselves, their heirs, executors,administrators, successors and assigns, jointly and severally, firmly by these presents.WHEREAS, Principal has by written agreement datedOwner for, 20__, entered into a contract within accordance with drawings andspecifications prepared by the City of Appleton which contract is by reference made a part hereof and isrequired by Section 779.14, Wisconsin Statutes, to contain in substance the following provision:The contractor shall pay all claims for labor performed and materials furnished, used or consumed inmaking the public improvement or performing the public work, including, without limitation because of specificenumeration, fuel, lumber, building materials, machinery, vehicles, tractors, equipment, fixtures, apparatus,tools, appliances, supplies, electric energy, gasoline, motor oil, lubricating oil, greases, state imposed taxes,premiums for workmen’s compensation insurance and contributions for unemployment compensation.The said written agreement, drawings, specifications, and amendments are hereinafter referred to as theContract.NOW, THEREFORE THE CONDITION OF THIS OBLIGATION, as required by Section 779.14,Wisconsin Statutes, is such that, if the Principal shall faithfully perform the said contract and pay every personentitled thereto for all claims for labor performed and materials furnished under the Contract, to be used orconsumed in making the public improvement or performing the public improvement or performing the publicwork as provided in the Contract, then this obligation shall be null and void; otherwise it shall remain in fullforce and effect, subject, however, to the following conditions:(1) No assignment, modification or change of the Contract, or change in the work covered thereby,or any extension of time for the completion of the Contract shall release the sureties on the bond.

(2) Not later than one year after the completion of work under the Contract, any party in interest maymaintain an action in his own name against the Principal and the Surety upon this bond for therecovery of any damages he may have sustained by reason of the failure of the Principal tocomply with the Contract or with the Contract between the Principal and his subcontractors. Ifthe amount realized on this bond is insufficient to satisfy all claims of the parties in full, it shallbe distributed among the parties pro rata.B-2Signed and sealed this day of , 20 , in the presence of:PrincipalBusiness AddressWitnessByTitle:(SEAL)SuretyBusiness AddressWitnessByTitle:(SEAL)Approved by the City of Appleton.ByMayor